FILED IN NO. 13-212 4th COURT OF APPEALS SAN ANTONIO, TEXAS 09/11/15 11:24:40 AM KEITH E. HOTTLE Clerk

TAMI L. WOLE'F, C.S.R. PHONE: (830) 331-8286 NO. 13-212 ROBERTSON ELECTRIC, INC. ) IN THE DISTRICT COURT ) VS . ) 216TH JUDICIAL DISTRICT ) SELECT BUILDING SYSTEMS, INC ., TRI-BAR RANCH, LTD. AND G&R LAND COMPANY, INC. ) KENDALL COUNTY, TEXAS ......................................................

I, TAMI L. WOLFF, Certified Shorthand Reporter in and for the State of Texas, do hereby certify that the following exhibits constitute true and complete duplicates of the original exhibits, excluding physical evidence, offered into evidence during the aforementioned proceeding in the above-entitled and numbered cause as set out herein before the Honorable Bill Palmer, Judge of the County Court of Kendall County, Texas.

WITNESS MY OFFICIAL HAND on this, the day of , 2015.

/s/ Expiration: 12/31/15 Kendall County Courthouse E. San Antonio, Suite 212 Boerne, Texas 78006 (830) 331-8286

TAMI L. WOLEF, C.S.R. PHONE: (830) 331-8286 CAUSE NO. 13-212 ROBERTSON ELECTRIC, INC., § IN THE DISTRICTFILED COURTIN § 4th COURT OF APPEALS SAN ANTONIO, TEXAS Plaintiff § 09/11/15 11:24:40 AM § v. § KEITH E. HOTTLE Clerk § 216TH JUDICIAL DISTRICT SELECT BUILDING SYSTEMS, INC., § TRI-BAR RANCH COMPANY, LTD., § G & R LAND COMPANY, INC., and § RODNEY R. LEWIS § § Defendants § KENDALL COUNTY, TEXAS

REI - TRIAL EXHmITS

EXHmIT ITEM AGREED ADMITTED NOT NUMBER ADMITTED ADMITTED

REI 1 SUBCONTRACT WITHSBS X ORIGINAL 2 CONTRACT X DRAWINGS

UPDATED 3 CONTRACT X DRAWINGS

CHANGE ORDER- 4A SBSIREI dtd Dec. 14, X 2012

CHANGE ORDER- 4B SBSIREI dtd Jan. 8, X 2013 CHANGE ORDER- 4C SBSIREI dtd Jan. 21, X 2013

REIEMAILS REGARDING X TR-BARRELATED DELAYS

REIEMAILS REGARDING X TR-BAR RELATED DELAYS -SBS RESPONSE

REI REQUEST FOR PAYMENT X AND DEFICIENCIES DATED 1-23-2013

INVOICES OF REI 12/18/2012; X 1/21/2013; 2/6/2013 APPLICATION FOR CERTIFICATION X OF REI FOR PAYMENT

AFFIDAVIT OF THOMAS PTTTMAN- RebuttallImpeachment Weston Sharpless A Email dtd June 7, X 2013

Thomas Pittman Ltr B dtd Feb. 17,2013 X S. Schiffman Ltr to C T. Pittman dtd Feb. X 15,2013

Weigan, Baca, D Pittman Email dtd X Mar. 14,2013

Daniel Bodie/Thomas E Pittman Email dtd X June 7,2013

LOS CERRITOS 12 HANGAR X MEETING

REI PICTURES OF SITE X ON TERMINATION 13 DATE 1-24-2013

REI PICTURES OF 14 CMU X BLOCK WALLS AND BOXES ON TERMINATION DATE 1-24-2013 SBS-TRI-BAR 15 CONTRACT X SBS-TR-BAR 16 CONTRACT X ADDITIONS AND DELETIONS

SBS-TRI-BAR 17 CONTRACT X CONDITIONS

SBS-TR-BAR SITE 18 MEETING X MINUTES dtd Jan.

22,2013

SBS DAILY FIELD 19A REPORTSdtd X 12/18/2012

SBS DAILY FIELD 19B REPORTSdtd X 12/19/2012

SBS DAILY FIELD C REPORTSdtd X 12/20/2012

SBS DAILY FIELD 19D REPORTSdtd X 1/2/2013

SBS DAILY FIELD 19E REPORTSdtd X 113/2013 SBS DAILY FIELD 19F REPORTSdtd X 1/4/2013

SBS DAILY FIELD 19G REPORTS dtd X 11712013

SBS DAILY FIELD 19H REPORTS dtd X 118/2013

SBS DAILY FIELD I REPORTSdtd X 1115/2013

SBS DAILY FIELD J REPORTSdtd X 1121/2013

SBS DAILY FIELD 19K REPORTSdtd X 1122/2013

SBS DAILY FIELD 19L REPORTSdtd X 1123/2013

SBS WEEKLY 19M REPORTS dtd X 12123/2012

SBS WEEKLY 19N REPORTS dtd X 12/30/2012 SBS WEEKLY 190 REPORTS dtd X 1/6/2013

SBS WEEKLY 19P REPORTSdtd X 1/13/2013

SBS WEEKLY 19Q REPORTS dtd X 1/20/2013

TRI-BAR NOTICE 20 TOSBS X OF TERMINATION

C&S 21 ENTERPRISES, INC. - alleged deficiencies RebuttallImpeachment

C&S 22A ENTERPRISES, INC. X Invoice dtd 7/25/2013

C&S 22B ENTERPRISES, INC. X Invoice dtd 11/11/2013

REI - LIGHTING, 23A GEAR, X MATERIALS TURNED OVER TO SBS 1/24/2013 REI - LIGHTING, 23B GEAR, X MATERIALS TURNED OVER - Pictures

REI - LIGHTING, 23C GEAR, X MATERIALS TURNED OVER - Value

JOHN GRABLE LTR 24A wiAttachments - X 12/21/2012

JOHN GRABLE LTR 24B wiAttachments - X 12/21/2012

JOHN GRABLE 24C LTR- 2/28/2013 X ATTORNEY FEES 25 X REI MARKED-UP 26 UPDATED X CONTRACT DRAWINGS

ON SITE 27 PICTURES >( TRI-BAR RECEIPT OF LIGHTING GEAR Y C&S ENTERPRISE 1- 14-2013 QUOTE X X TRI-BAR VALUATION OF LIGHTING GEAR

X NOV 2 - 4 2012 TRI-BAR EMAILS

X NOV 26 - 28 2012 TRI-BAR EMAILS

WORK ALLEGED TO BE REI

REI ELECTRIC Y SUPPLIES AND COSTS ON PROJECT Y Respectfully submitted,

lmmie L. J. Bro Jr. Law Office of Ji mie L. J. Brown, Jr. Texas Bar No. 03141210 3102 Cherry Creek Drive Missouri City, Texas 77459 Tel. (713) 419-1021 Fax. (713) 583-1352 Attorney for Plaintiff Robertson Electric, Inc. CERTIFICATE OF SERVICE I certify that on March 12,2015, a true and correct copy of Plaintiffs Exhibit List were served by facsimile transmission on: John W. Slates FACSIMILE: (469) 317-1100 Slates Harwell, LLP TomC. Clark FACSIMILE: (214) 559-4466 Dealey, Zimmermann, Clark, Malouf & Blend, P.e.

Jnnmie L. J. Bro Texas BarNo. 03141210 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 1 REI SUBCONTRACT WITHSBS EXHIBIT 1 REI SUBCONTRACT WITHSBS SUB COpy 12-10-1378 #2242 SUBCONTRACT Between SELECT BUILDING SYSTEMS, INC. C'Contractor~') dba SBS CONSTRUCTION And ROBERTSON ELECTRIC (ttSubcontractor") This Subcontract agreement is made as ofthe -Lday of June , 2012 • by and between Select Buiftling Syste.1tt~ Inc., located at 17 Scenic Loop Road, Boerne; IX 78006 ('''Contractor'')·and Robertson Electric, 231 Derrick Dr.. Humble, TX 77338 ("Subcontractor") as folJows: .

WHER.EAS: 1.0 I. The Contractor has or is about to enter into a contract with Tri~Bar Ranch ComPany, Ltd.. 10101 Reunion Place, Ste. 1000. San Antonio. TX 782 I6 ("Owner");·' .

1.02 The Contractor has agreed to perfonn cermin labor and furnish certain material for the erection, consrructionand 90mpJetionof: Los Cerritos HaMer, County Road 410. Uvalde, TX 7880 I (Legal Description attached hereto as Exhibit "A") (~he "Projecf'); , 1.03 ThePrOjecl is ~o be constructed and completed as per the plans and spee:ifications'prepared by John Grable Architects. 222 Austin Hwy., San Antonio, IT 78209 (the "Architect"); 1.04 The Contractor and Subcontractor desire to contract wi~ reference to part ofthe Project upon the following temlS and conditions: ARTICLE 2 - SCOPE OF WORK 2.01 Subcontractor shall fumisn and payfor all necessary labor. materials, equipm~n4 supervision, use fees, permits,licenses, insurance and sales taxes and perform. in 'and on the Project, in a good and workmanlike manner. and in strict compliance with all of t.he Contract Documen'ts and all additions, amendments and deletious thereto, all ofthe work necessary for the satisfactory completion ofthe part ofthe Project described below: , .

Provide all labor, tools" materials. eQuipment supervision. use fee~. permits, licenses, sales taxes and insurance 'necessary to accomplish all electrical work, as reguired tor a complete job. to include; but not be limited to: 1. Coordinate as reqUired (if necessary) electrical plan revisions with project engineer.

2. Verification of service requirements and aU required additional equipment is included.

3. 'Temporary power and ligntiIlg, as required1.in sufficient quantity, to. maintaiJ:dob progress. safety and OSHA requJrements, is included, Provide temporary electr:ical pole as requ.ired/coordinated with local power company.

4. P~rmanent service transformer and service entrance shall be as coordinated with local power company and project engine",_· All reqUired~'#llUils~ "iring, ere complete i. included.

Page 1 of24 ofSelect Building Systems, Inc. SUbcontract, . j r; Initials: G.C, ,.0UB SBS 0288 5. PI'ovide }'hp motors for hangar doors as requ~red.

6. Provide all fixtures and switchgear per approved submittalS. ' :to Pro",ida eonGl:fia trom electricalroozn to phone-boltrd iii effiee. As" Ie" p(/...... ......p . .

8. Provide and install all lighting and fixtures per plan, required to complete the project 12·10:::1378'#2242 .

9. All egress, exit and emergency lighting, fixtures and circuits, as required for a complete j b.

W. All exterior lighting controlled by "hete ~~d 7..,daytimer.

I I. Provide conduits for future use in each builJing. . ,.fjIOI.ll telePh.onc pattel to. air pfm I iOcat. i~.

12. Provide t.eI.e. p.·.110n.e and cable wiring.1 in iabeled. condo Uits .1 . ineffiee6ftdll:J3art:meftt. Tenninationsbyothers.~,..Jolf S-{,,14 lJ(J 1tJ q,."'l).,Icced ....) 'M .

13. Pro~ide conduits for telephone and cable entry, frortrihe serviCe pole tel rennTnation point/O'<:; . ~ 14. Fire caulkillgofall electrical penetrations, of rated assemblies, is included. . .

15. :Provide all panels, wiring~ disconnects'.:!:'·l as required, for all new HVAC spHtsystems. and heat strips. t 6. Provide 120v duplex outlet ateach air hand ing unit.

11. Provide power to aU exhaust fans and motorized dampers, as reqldred.

18. All wiring required to provide power for s.ump pumps, condensate pumps, etc. 19. All conduits and boxes shall be mounted behind the partition walls.

20. Provide power, as required, for fire panels, in each building (?).

21, Provide pow~r for access door electric strikes, ~ required.

22. Provide aU switchgear, p&nels, disconnecting-means, conduits, wiring, receptacles, sWitches. etc. necessary to complete this electrical subcontract, according to ap'plicable codes and ordinances.

23: Prov~deaH required. electrical pepni~ for thj~ s~bcontract.. .. b <' f1.v..s 247-Pto'ildo aU I.tole eOflflg eme reeks<tl1'/l1l g.. as re€j1:urcd to COlfl('Jcie thiS stlbconhact. r~~' ~.k ",.k f:~' ftc . .II NOTE: tt'Big Ass Fan" to befurnished.: and illstalled hlJ others. . J . . eel D~ -lr .4) r e..J. ~4 Intent oft/t.is scope o(JPork, and prior discw'i'wnsj is that there he ItO change orders.

Subcontractor shall provide any and all MSDSlHazMat information pertailZing to vonr trades use to SBSsuperiiztendent prior to starting work.

Compliance witb all applicable OSHA, ADA and local safety regulations is included.

Approved Hard hats and footwear shall be 'worn at aU times. Safety glasses and additional safety equipmen1 shall be used as required by specific tasks. AU safe!'Y equipment shall be maIntained, inspected and in good working order and condition. . . .

The project is to be kept-clean and orderly at all times. Subcontractorshall clean up daily, and an trash. is to be placed in tbe p.roiect provided dumpster daily, or sooner if'reguired. SBS will charge $20 per hour for clean up if SBS provides it. Any silt fence· l'emoved and/or damsl:w by this' Subcontractor shall be replaced at this Subcontractor's expense.

Punch 'out items slinn be completed within 48'houcs. All work 18 to be. completed as per the contract documents1 and aU City, CountY. State and T.rade.codes. This contract is for a complete project, inspected, tested and ready for the next trade.

Subcontractor's English speaking, on-site foreman is reqnired for safety and communicationst and wHf check-in with the SBS iobsite superintendent at the beginuinl! ofwork each day. Subcontractor shall be furnished with a construction schedule, designed for the timely contpleiion of this proj~t.

Subcontractor will maintain the timelinc, in whole and in part, to progress the project. (the ,"Wor~') 2.02 Subcontractor shaH also furnish and pay tor all labor, materials, equipment, supervision. fees, pemlits, licenses. insurance and work which may be required to conform the. Work hereunder to comply with Page 2 of24 of Select Bujlding Systems, Inc. Subcontract Initials: p:-- ;~ SBS 0289 12-10-1378 #·2242 all laws, ordinances, orders, niles, !'egulatiOl1s, ~nd requirements of all federal, state, and municipal govemments and appropriate departments, boards and offices thereof, and ofthe itlsurance organization having jurisdiction, or any other body or entity exercising similar.functions.

AR,'rlCLE 3 - CONTRACT DOCUMENTS 3.01 The Contract Documents for this Subcontract consist of this Agreement and all Exhibits attached hereto, the drawings, the plans, the specifications, all addenda issued prior to and all modific.'\tions issued after execution ofthis Agreement. These'documents fOl1n the~CSuhcontract" and are cO)lsidered a part of this Agreement as iffully set forth herein.

3.02 The Contract Documents also include the Bidding Requirements and General Conditions.

3..03 Subcontractor represents ~hat it has examined and is fam War with the Contt'clct Documents. A· copy ofthe above referenced Contract Documents which are applicable to the Work and Project are available to the Subcontractor upon request by Subcontractor to Contrat.torin writing asprQvided herein. ltshaU beno defense that Subco!ltractor has not seen one ormore ofthe Contract Documents where Subcontractor made no written request for copies ofsame.

3.04 The Work must be performed and completed in strict conformity with the Contract Documents. Subcontractor shall be bound to Contractor by all ofthe terms and conditions ofthe Contr~ct Documents and assumes toward the Contractor altobligations and responsibilities wh jeh Contractot under the Contract Documents assllmes towar~ the Owner with respect'toSubcontractor's Work. Subcontractor agrees not to violate any terms, covenants or conditions ofthe Contract Documenls. and will commit no act which will cause the Contractor to be in breach ofthe ContractDocuments. Subcontractor further agrees to comply with any additional specifications, drawings or explanations furnished by the Architect, ~ngineer or Contra~tor to detail and/or illustrate the work to be done.

3.05 rfthe Owner, for any reason authorized under the Contract Documents, tenninatestbe contract between Owner and Contractor. Contractor shall hav,e the right to terminate this Subcontract. In the event the Contractor terminates this Subcontract under this provision, Subcontractor shall not be entitled to recover any ·damages from Contra.ctor. whethet direct, actual, delaY, inoid.ental or consequential. EXCEPT to the extent Contractor recovers and receives payment from the· Owner for any direct cost for labor and materials (not profit) incurred by Subcontractor in the prosecution otits Work prior to the date oftel1nination. Subcontractor shall not be entitled to recover any further amounts from ContraQtor as a result of any such termination. incJuding but not limited to lost p·rofits, incidental damages, delay damages, consequential damages, or any other damage amount.

3.06 Plan Details: Drawings Bl01, Er02, E201, E202, E301, dated 311 6/2012 Prints and specification shall be provided on-site by authorized fIBS rejJres~ntative. No plans, prints, or spedifications are included with this document, other than those. details outlined in ;1riicle 2.

The above listed plans are subject to revision by the Engineers, Architects or other professionals associated with this· Project.

Revised Plans will supersede the Plans listed herein.

Page 3 of24'of Select Building Systems, Inc. Subcontract ~ Initials: _U--;:;!~;-G.C. =.21Z..SUB

SBS 0290 12-10~1378 #2242 ARTICLE 4 - TIME IS OF THE ESSENCE 4.01 Th~. Work shall be commenced by Subcontractor on or before Jilly J j111 • 2012 ..

Su~iectto adjustments authorized in writing by theContractor,the Workshall be substantially completed not later than October 15tll , 20 I2 (the «Time for Performance").

4.02 The Time for Perromlance by the Subcontractor is of the essence. Subcontractqr acknowledges the completion date for theProject as noted in the Contractor Documents. Subcontrac~oragrees to perform its Work in the areas, at tIle times,. and on the days, including make up for lost days. weather delays or to maintain the necessary job progress as directed by the Contractor's Job Superintendent. Subcontractor shall work weekends or extended hours and provide all necessary equipment to perfoml the Work and maintain progress, at no extra charge, to make up for lost days, weather delays or to maintain necessary job progress as directed by the Contractor's Job Superintendent.

4.03 No extension or-time will be va.lid without the Contra~tor;s written consent after claim made by the Subcontractor.in accordance with Paragraph 8.09. AttheContractor's sole and absolute discretion, the Time for Performance may be extended, for ~y reas.on or n.o reason, without invaUdating any part ofthis Agreemenf and without subjecting COl1tractor to any liability under this AgreemenJ. except as expressly authorized herein. Any extension ofTime for Performance must be in writing and signed by the Contractor.

No verbal extension oftime will be recognized, regardless of the source.

ARTICLE 5 - CONTRACTAMOUNT 5.01 The Contractot shall pay the Subcontractor for the Work perfonued, subject to adjustments and other applicable provisions of this Subcontract, the. Contract Sum of .

One Hundred Twenty Eight TJlOusand EightHundred'and 00/1 00 Dollars ($ 128.800.00 ). (Note: Contnlct Sum includes allsales ia~es, use fees, permits, labor, rnaterlal, equipment~ rentals, and aU other expenses ofany kin.d necessary for Subcontractor to satisfactorily complete tbc Work) 5.02 Within ten (10) days from Subcontractor's execution hereof and before any payments are made hereunder, Subcontractor. utiliZing fOffilS provided by Contractor.. shall submit to Contractor the folJowing~ (i) a true and correct list (name, address, phone numberaud description ofservice or material) ofall supplierS and any subcontractors'which Subcontractorinte~ds to or may use in performing the Work; including all labor, suppliers of material, and rental of equipment (Exhibit "F''), anci (ii) a fair and proper itemized schedule ofvalues for aU items QfWork include4 in this SUbcontra~t which shall be broken ~oWI1 ~d itemized as to the vaIue·oflabor and cost ofmateriaJ for each item{the <<;Subcontractor's Schedul.e ofValues;')(Exhibit "0"). Subcontractor shall provide to Contractor, ~pon Contractor's request a.t any time, sufficient evidence as to the cor.rectness of the Subcontractor's Schedule of Values.. When approved by Contractor, the SubcontraCtor's Schedule of Values may be used by the Contractor fQf computation of partial payments hereunder. If, however, ·the ContractO.f should,. at anytime, detennine, in Contractor's sole and absolute discretion, that the Su,bcontractor's Schedule of Yalu~s is incorrect, inflated, understated, or does not accurately reflect the true value ofthe Work, or portions thereofthetein described, Contractor shall have the right to revise the Subcontractor's Schedule ofYalues to reflect what Contractor believes is the correct value, and tne revised schedule-shaH be utilized as the basis for computation of partial payments thereafter.

5.03: On or before the ISdl of each month or otherwise· as directed by Contractor, Subcontractor shall pres·ent to Contractor an estimate of the Wor~ completed by it prior to the date of the estimate for paym~ntwhich ll).ust be presented, on the forms 'supplied by ContractotC'Apptication and Certificate for

Page 4 of24 of Select Building Systems, Inc. Subcontract

~ . . Initials: a.c. _SUB

SBS 0291 12,.10-1378 #2242 Payment" attached hereto as Exhibits UD-J &0..2"). Subcontractor's RequestforPayment shall be based upon· the SlIbcOllfl"8ctOl"S Schedule ofValues or revised schedule as applicable, and shall state, with respect to each item, the percentage ofwork completed on that item for which payment is requested.

5.04 Contractor shall l'eviewSllbc.ontl'actor'~ Request for Payment. Subcontractor understands that Contractor is rel)fing upon Subcontractor's Request for Payment in making Contractor's application for payment to the Owner. Contractor may reject or approve items on the Requestfor Payment, or Contractor may conditionally approve all or part of Subcontractor's Request for Payment. lfSubcontractor's Request for Payment is approved or conditionally approved by Contractor and is received by tile Contractor rhtle!y, Contractor shall pay Subcol1tractor~ less 10% retainage("Retainage") on or <wout the 15 tb ofthe foHowing i'nonth, or at such time as Subcontractor satisfies the conditions upon which- approval was based, such as completion ofcertain items orrepairs ofcertain items identified by Contractor as provided in:Paragraph 8.02.

If there is a dispute over any item not approved or not paid by Contractor to Subcontractor based upon the percentag¢ of completion, cost of repair, or other applicable charge against the Work. said disput~ will be resoIved by the Arch itect in the Architect's sole anq absolute dIscretion. as prov.id¢d herein. The obligation of the Contractor to pay the Subcontractor is expressly conditioned upon the Contractor receiving fundsfj'om the Owner which cover the portion ofthe Work covered by the Request for Payment THE SUBCONTRACTOR. lS NOT ENTITLED TO ANY PAYfvf:I::NT UNLESS AND UNTIL THE CONTRACTOR RECEIVES PAYMENT FROM THE OWNER, and then. Subcontractor is only entitled to payment subject to withholding as provided herein.

5.05 Subcontractor may make a Req~est :for PaYment for materials or equipment not yet incorporated into the Work, but which are delivered and suitably stored at the site or some other insured location, on the condition that Subcontractor identify the material or equipment. its quantity, and the cost of same. Subcontractor shall obtain Contractor"s written cQnsent to ha~e delivered, store, and Request Payment for said materials at least 20 days before said materials are deljvered.

5.06 Before is~uance ofthe payments identified above, Subcontractor shall be required to verify to Contractor, and supply evidence as r~qujred by Contractor, that Subcontractor has paid for all labor and material, equipment. and all biJIs, payrolls, fees pennits and aU other known indebtedness connected with Subcontractor's Work for which payment is being received, and shall release and hold the Contractor harmless from any aU claims which Subcontractor may have against Contractor up to'that time. includillg butnot limited to c) aims for cieJay. Such verification and release shall be on a form supplie<;l by the Contractor. Falsification of such verification shaH be grounds for immediatetennination ofthis Subcontract.

5.07 Th itt:y days after this Subcontract is f(Jllycompleted arid p~rforme.d by the Subcontractor and . after the Subcontractor deHvers~ to the Contractor, a binder containing "as built" drawings, warranty infonnation, equipment operating manuals, and other documents of the like, the Subcontractor will make request for final payltlen t in the same manneras provid~d above. Final paym,ent ~haU be made after the Work and the aforementioned "binder"is accepted in writing bythe Contractor. The Subcontractor shall execute a COmplete release orany and all claims against the Owner, Architect and Contractor pdor to issuance ofallY final payment. Notwithstanding·l:VlY provision in this Subcontractto the contrary, final payment will not be issued untiT 30 days afterthe Work: bas been accepted and approved by Contractor or Architect, ifrequiredas provided herein. . tJlo/l R~( eIII "I 1''''/'''' eN'( ~ COK..f /a. (./0(" /J.-..- 5.0S It The Subcontractor shall t.tlake prompt payment to anyone furnishing labor, materials, services, or equipment to the Subcontractor for the Project. Such prompt payment is ofthe essence. ill all C3$es ofnon- payment by the Subcontractor, the Contractor is authorized, at the Subcontractol'~S sole expense, to make such Page 5 of 24 ofSe[ect Building Systems, Inc. Sub.contract lnitials: --''----r-_G .C.

4= SUB SBS 0292 11~10-137g #2242 payment. All payments so made by Contractor. and aU expenses incurred by Contractor in making such payments, including blJt not limited to attorneys fees for lien releases, shaH be applied against the next Request for Payment or deducted from any progress payment yet to be paid. In making such payments and dischargittg such liens, Contractor shall not,be required to a<!just or detennine any claims or disputes between the Subcontractor and the laborer, mechanic, or materiaJman, nor shall Contractor be required to withhold any or money or take any action to protect Subcontractor any ofSubcontractor's rights. Should any lien or claim develop, whether during the Time forPerformance or after final payment, Subcontractor shall promptlypay to the 90ntractor (with in 10 days after demand) all monies that may be required in djsch~gingsuch lien 01' claim, and sha II reimburse the Contractor for all losses, expe.l1ses, includin.g reasonable attorneys fees, it may incur or sustain as a resuft thereof .

5.09 .Regardless' of the terms ofpaYlnentprovided herein, Contractor shall be permitted to retain 'from payments due to Subcontractor an amount sufficient to cover: 0) any required Retainage; plus (ii) an amountsufficient to satisfy all delinquent obligations ofthe Subcontractor for labor. materials. equiprnen.t, 01' services fumished or to be furnished by Subcontractor, plus (iii) an amount sufficient to ~over the cost to complete any item or to repair, replace. fix or cure any work performed by Subcontractor. The amount., which Contractor may retain under subpart (ii) and (iii), shall be detennined by Contractor in its discretion" with any dispute over the amount to be decided by the Architect in accordance with paragraph 8.02.

5.10 Effect ofPayment No payment, e.itherpartiaI or final, made under this Subcontract shall be construed to bean acceptance ofdefective Work or improper materials or a waiver ofany right ofContractor hereunder, and no partial payment shall be evidence ofperfonnance. in whole or in part, orthisSubconlract or any of Subcontractor's obligations hereunder.

ARTICLE 6 - BONDlNG REQUIREMENTS 6.01 No bonding required. Signed, veritied,.and notarized affidavits pfpayment and 'releases will be required with the delivery ofall draws and before issuance ofeach check. (See Exhibits "8" and "C") ARTICLE 7 - INSURANCE 7.01 Prior to starting work, theSubcontractor.shaIl obtain the required insurance from a responsible insurer. and shaH furnish satisfactoryevideilce to the Contrabtor that the Subcontractor has complied with the requirements ofthis Article and the Contract Documents: Special Provisions:._ _N"",,,",IA~ · --= _ Subcontractor shall have their insurance agent/company forward a certificate of insurance. listing Select Building System·s, l11C. as an additional named insured. to theBelect Building Systems Comgrate office before beginning work. Coverage must include, but not be Iiniited to. generalliabilit;y insurance ofoot less than ~l,OOO,OOO , Worker;s Compensation not Jess than SfateTeguired minimum coverage, and insurance on any vehicles Cifany'vehicleofSubcontractor will enter the Project site), 7.02 Subcontractor shall purchase and maintain such insurance as will protect it and Contractor from claims under laws which protect worker from injuries'on th~ job, inclUding but not limited to Worker's Compensation Insurance, disability insurance, disability benetits, and other similar insurance to protect workers ofthe Subcontractor or those who are injured by the Subcontractor. SUb<:lQntractor shalf also obtain insurance covering public liability, property damage, fire, casually, and coveragefor any damages caused by Page 6 of24 ofSelect BuHdins Sy~terns, Inc. Subcontract

~ ~njtials: G.C. .. UB

SBS 0293 12-1 0- I378 #2242 Subcontractor arising out of Subcontractor'S Work with extended coverage up to the minimum limits oithe amount stated abc)Ve in the SpecialProvisions. Such insul'ance policies shall contain a provision requiting the Contractor be given at least fifteen (15) da~s written 110tice prior to cancellation.

7.03 Subcontractor is responsible to carry and maintain any other insurculCe coverage it deems 11ecessary to protect said Subcontractor~ including insurance on tools, equipment, supplies, and other items or to profect against "theft. conversion, breakage. misuse, accidental damage. or other perils, conditions or damag~s. As a consequence, Subcontractor hereby waives all rights it has against tlt.e Conlractor, the Architect, other subcontractors, the Owner. and un)' other person or entity for damages arising out of. or relating to, any matter, event or condition which was orcould have been covered by Subcolltractor's insurance as provided in this Article..

7.04 In the event ofa loss s~~:ffered bY·Contraetor. as a resu It ofacts of tile subcontractorortheir agents. which is· covered by insurance-obtained by Subcontractor. Contractor shall be entitled to said insurance proceeds up to the amount of its loss. IN THE EVENT THAT SUBCONTRACTOR FAlLS TO OBTAJN lNSURANCE FOR ANY MATIER REFERENCED IN THlS ARTICLE 7, OR SAID lNSURANCE LAPSES, OR FOR ANY REASON SAID INSURANCEDOES NOT PAYACLAlM, SUBCONTRACTOR HEREBY INDEMNIFIES AND HOLDS CONTACTOR HARMLESS FROM ANY DAMAGES. CLA1MS, ORLOSSES WHICH CONTRACTORMAY SUFFER OR lNCUR, AND AGREES TO PAY THE SAME, INCLUDING ALL COSTS: EXPENSES AND ArrqRNEYS FEES TO ENFORCE tHOSE RIGHTS.

ARTlCLE 8 - SUBCONTRACTOR RIGHTS AND DUTIES 8.0] No Subcontracting The Subcontractor shall not assign this Subcontract, nor subcontract the whole or portions ofthis Subcontract, without the prior written consent ofthe Contractor. The Subcontractor shaH not assign any amounts due or to become due under this Subc;:ontract without prior V\'ritten notice to the Contractor.

8.02 Satisfaction Clause All work by Subcontractor shan be done to the satisfaction of the Contractor and Architect. If the Subcontractor decides to dispute~ challenge or contest any matter under Articles 2, 3~ or 5, SL!bcontractor shall do so promptly. but in no ev.ent later than 48 hours after the Suocontractor receives or becomes aware ofthe matter (wltichever ocqurs first). To challenge the matter. the Subcclll(ractor shall} within the time stated above. notify the Architect in writing ofthe nature ofthe dispute. stating the Contractor?s position and the Subcontractor's position. and asking for a determination as to the disputed issues. The Architect will provide the Contractor with copies of all doc':lments submitted by Subcontractor. and Contractor shall make a response, either in writing or verbally. After receiving the Contractor's response, the Architect shall make a decision reg<!1'ding the dispute. In all disputes r~lating to the correctllessofConstniction. meaning and requirements ofthe specifications and drawings, the percentage of completion, the amounts and necessity of repairs, and the value of work performed, the decision of the Architect shall be final and binding on the Subcontractor. Failure of the Sub¢ontractor to timely request a determination' shall operate as acceptance by the Subcontractor of Contractor's position, and shaH operate t6 waive Subcontractor's right tp challenge the correctness ofthe position oftbe Contractor at a Jat~l' date.

8.03 Subcontractor's Dutres Without, limiting: any other requirement or obligation of the Subcontractor, Subcontractor: a. ShaH promptly submit all SllOP drawings and samples, data a!1d specifications as to materials to ,be used as may be required by Contractor, Page 7of24 of Select Building Systems, Inc. Subcontract Initials: A (le. . z....-sus SBS 0294 I2~1O~1378 #2242 Architect or the Contract Documents so as not to delay any work on the Project; . b: Shall keep infonned as to the progress of the Project and shall have an required workmen and equipment available and all n.ecessary materials fabricated, assembled, delivered and r-eady for installation so as to commence and prosecote its work as soon as the· progress ofthe Project wiH permit, and when requested, shall furnish satisfactory evidence that preliminary arrangements have been made; c. Shall commence its work at the ·earliest thne the progress ofthe Project will permit and in any event not later tban 3 days after written notice to do so from Contractor, shall prosecute its work, including all changes and additions ther~to, rapidly, continuously" and oninterruptet;lIy. and shall compl~te all of its work, including changes andadditi~ns. so as not to interfere with or del.aythecornpJetion ofthe Projec~ . d_ Shall cooperate and coordinate its work· with Contractor and the other subcontractors to avoid delay of or interference with any work of the Contractor or other sub¥ontractors; e. Ifdirected by the Contractor, shall prosecute its work in such sequence and at such locations as may be directed by Contractor to maiilta!1l and expedite the progress ofthe Project as a whole~ and c.ontractor shall have the right to establish and determine the schedule. under which the Subcontractor shall perform its work. If. Subcontractor is required to work: overtime or additional shifts in order to meet the schedule ofthe Contractor, the cost thereofshall be sofely the respon~ibility of tIle Subcontractor 8Jld Subcontractor shall have no claim against the Contractor for any additional expense; f. Shall be liable to the Conttactor for all extra costs, expenses and damages of any nature which may he in·curred by" Contractor as f}. result of any delay or hindrance of the Project or of the: Work or of tbe work of any other subcontractor; and. withoutliIlliting the foregOing, if any delay or hindrance by the Subcootractor shall result in or render the Contractor liable .for damages to the Owner, another ,subcontractor or any other entity, Subcontractor shall be Hable to Contractor for the ent.ire amount of such damages and for aU other: extra costs and expens~s incurred by CQotractor, and Contractor shall have the right to offset such damages, costs and expenses ag~inst any payments due to the Subcontractor under this Su bcontract; g. Shall, at all times, man the Project with competentand adequate supervision and a .sufficient number ofskilled and competent workmen and s~fficient equipment, materials, supplies to perfonn its Work; h. Shal1 be soleiy responsible for compfyingwith the Immigration Reform and Control Act of 1986, for completing and maintaining '"Employment

Page 8 of24 ofSelect Building Systems, Inc. Subcontract.

~ lnitiars: .

G.C. . SUB

SBS 0295 12-10-1378 #2242 Eligibility VerifICation" docull1entation (1NS Form 1-9) on all persons who per!urm work for the Su!,contractor on the Project, and shall be solely responsible fbrcomplying with all applicable health and safety standards, Federal, state and local, pertaining to its Work, its personnerandequipmcnt: and shall pay and be 11eld liable for alI fines, liens, and other costs·associated with vjolatioli of any provision in Article 8. Safety is the rule, not the exception; i. Shall cornply with all Jaws, ordinances, rule$, regulations and orders ofany public authority bearing on tile performance ofthe Work, including but flOt limited to all Department of Labor, Occupational qafety and Health Act ("'OSHA'~). Subcontracto.r shall secure and pay tbr aU permits alid ·governmenta.l licenses, fees' and inspections necessary for the proper execution and compfetion ofthe Work; j. Shall pay for all materials, equipment and labor used in. or in connection with~the perfonnailce of this Subcontract~ ·and shall furnish satisfactolY evidence. when requested by the Contractor or Architect to verity compliance with t!lis requjremellt; k. Shall, on a daily b~sisr keep the premises free from accum'ulation of waste materials or rubbish arising out of the. operations of Subcontra~tor.

Subcontractor shall move excess material promptly from one work area to another. IfSubcontractgr fails to perfom1 this duty. the cost thereofshall be charged to the Subcontractor by the ContraQtor.

8.04 Wartanty The Subcontractor warrants, for a period of J year from the date ofsubstantiaJ completion (deflned as the issuance ofa Certificate of Occupancy or a Temporary C~rtjficate ofOccupancy, whichever. is i~su~d ·£jrst). to the Owner and Contractor that aU Work snall he perfonned in a go.od and workmanlike manner, free li'om faults. and defects, and of stich quality as would pass in the trade without exception. AI rWork shall be completed in accordance with the Contract Documents, eJ.(cept as authorized by Change Order as provided below. 1n the absence ofa Change Order, any'substitutions or work not strictly complying with tbe Contract Documents may be considered defective. Tile. warranty contained herein is in addition to and not a limitation on WlY other warranty or re,medy, and shall survive any termination of this Subcontract. .

8.05 Wan'anty Claims If, within the warranty period described above, or an)' other applicable warranty period, allY of the Work is found to be defective, faulty Of not in compliance with the Contract Documents. t:he Su bcontractor shaH correct such problem or defect promptly after notice from Contractor or' Owner to do. $0. frSubcontractor fails or refus.es tocorr.ect such problem or defect with in l() days from receipt ofsuell notice, COntractor may correct the probl~tn, andSubcontractor shall be liable for all costs, expenseS and fees associated with the correction.

8.06 Change Orders Chang~ in, additions to, revisions of and deletions from Subcontractor's Work may be made by Contraetorwithout invalidating this Subcontract, An changes: additions,- revisions and deletions, including any deviation from the plans and· specifications, shaU be in writing in the foml ofa Change Order (See Exhibit "E>:) wh iell must be signed by the Contractor in order to be valid. Subcontractor shall liot begin. any change, addition, or revision without'a written Change Ordersigned by theCoutractor.lfthe Page 9 of24 ofSelect Building Systelns, Inc; Subcontract fnitiaIs: ., ". G.C.

In _ ~rrR SBS 0296 12-10-1378 #2242 change, addition. or revision will increase the Contract Sum. the Change Order Illust reflect the increase; otherwise. there will be no increase in the Contract Sum. It is the Subcontractor's responsibility to snbmi.t t{) the Contractor any Change Order on the form provided.by Contractor, including but not limited to any change in the Contract Sum. If the Contractor requests {either verbally or in writing) that the Subcontractor provide to the Contractor a price for which the Subcontractor will perfonn work under a change by the Owner, the Subcontractor shali deliver to the Contractor the price in writing within "10 days fi'om the date the Contractor makes the request. jf the. Subcontractor fails to provide tile price within the time.

Contractor may insert an amount for the change in its cha,nge orde~ with the. Owner. and SubcOi1tractor hereby agrees to perform the change for the price inserted by the Contractor into the change order. IfSubcofltracto-f seeks to perform any Work which deviates from the engineering plans, iII any way. Subcontractor must have any such proposed change signed by the Project Engineer; in addition to having the Contractor's prior written authorization foc the change.

8.07 Writing Required for Payment Except as may be specifically and expressly agreed in writing to the contrary, Contractor sh~lI not be liable for any changes in or addition to Subcontractqc's Work orfor any extra costs incurred by Sub~ontractor ~ a result of any such change or ~ddition in any amount in excess of that which Subcontractor or Contractor shall recover a~d collect"trom Owner. Please T~ke Note: it does not matter how many witnesses hear the Contractor make an alleged verbal agreement [0 pay for achange; ifthere is no written Change Order in. compHance with this section, Subcontractor shall not be entitled to any compensation for the change. addition or revision.

S.08 Claims By· Subcontractbr Subcontractor shall make all claims promptly to the Cbntractor for additional costs, damage to property, material" or equipment, delay damages (subject tQ provisions rela,ting specifically thereto). and extensions oftime; proVided, however, that So bcontractor shall. present its claims in writing to Contractor within such time as will provide Contractor a reasonable opportunity to reyiew such claims (at least3 business days) and presentthe same to the Architect and/or Owner within the time permitted by the Contract Documents. If Subcontractor fails to present any such claim timely to Contractor, same shall be conclusively deemed to have been waived. In no event will Contractor be HabJe to Subcontractor for any costs, damage to property, material or equipment. or any other expenses except to the extent that Contractor recovers and collects· said amount from the Owner: or the 'responsible party. . Please Take Note: CONTRACTOR SHALL NOT BE LIABLE ORRESPONSlBLE FORAN"Y DAMAGE TO OR LOSS OF SUBCONTRACTOR'S WORK, MATEmALS OR.. PRO,?ERTY UNLESS SAME SHALL BE SOLELY CAUSED BY THEDlRECT NEGLIGENCE OF CONTRACTOR, ITSELF.

. 8.09 Lim ited Claims tor Delay In agreeing to complete its Work, Subcontractor represents that it has taken jnto consideration and made allowances for all ordinary delays and hindrances incidental to the Work, incIud jng but not limited to delays ofcarriers, delays in fabrl9ation ord~l ivery of material or·equipment, unavailability ofworkmen or materials. and changes, additions and deletions to or from itsWork or the work of others, and that it is cognizant of the fact tbatunder the Contract Documents, Contractor is require<l to complete the Project within a specified period oftime and may be liable for damages for failure to do so. 8.09.1 Should the Subcontract(lr be delayed~ obstructed. hindered orinterfered with in the comm.encement. prosecution or completion of the. Work eDelay of Work"), b)' any cause, whether an act, omission, neglect:, or default of Contractor or ofanyone employed by Contractor, or by any other contractor or subcontractor on the Project, or by the Arch itect, the Owner, the engineer, or any oftheir agents or employees, or by damage due to fire, theft, or other casualty, or by act of God. or any other cause, the Subcontractor shall be entitled to an extension ofthe Contract Time ~ubJec.t to the restrictions provided herein. In order to be Page 10 of24 of-Select Building Systems, Inc. SU.bCO!ltract

~. lnitiafs: G.C.

VSUB

SBS 0297 12-10-1378 #2242 entitled to an extension of the Contrae;t Time, Subcontractor shall: a. Notiiy the Contractor in writing ofthe cause(s) ofthe~Iay of Work \vithii:l 48 hours of the con'lmencement thereof, and· b. Demonstrate to the Contractor in writing, and verbally if requested, that Subcontractor could not have a:nlicipat~d or avoided the Delay of Work and that Subcontractor has and will use aU available means to minimize the consequences thereof. .

8.09.2 Subcontractor agrees that it shall not be entitled to nor will it claim al1y cost reimbursement) compensation or damages of any kind for any Delay ofWork except to the extent that Contractor is entitled to a corresponding cost reimbursement, compensation or damages from the Owner under the Contract Documents for such Delay of Work, and then only to the extent of the amount, if any, which Contractor, on behalf of Subcontractor, actually receives fronl; the Owner on account of such Delay ofWork. The amount, if any~ that the Subcontractor may receive'from the amount ~ecovered from the Owner shall be limited to any changes or additions to the Work: received therefore by the Contractodrom.fhe Owner. Subcontrac::tor shall not be entitled to any additional compensation resulting therefrom. In addition, Subcontractor ~hall be responsible for paying, in advance, all costs and expenses, including reasonable attorneys fees, f"Or Contractor to submit and pursue such claims against the Owner, and shall sign any and all agreements required to be signed QY the Contractor regardi.ng the·submission of the claim, and settlemept of same, including any () releases. r e q u i r e d . · , 8.1 0 . Indemnification To the fuUestextent permitted by law the SUbcoDtractor shall fully and completely indemnify and h.oJd harmless the 'Cl}Dtra~tor,Surety, the Owner, tbeArchiteetand all of their agents and employees frC)m and against all claims, damages, losses and expenses inclUding but not limited to, attorney's fces, arising out of or resulting from the performaijceof the Subcontra.ctor1s work under, in connection with, in the cours~ of, or i.ncidental to theSubcontrac:tor~sWork under this' Subcontract, or in connection berewith (r~gardless of any coucurrent fault, ca~e or negligence of Confra.Cf<lr) or any breacb oforfailure to comply with any of~he provisions ofthis-Subcontract or- the Contract Documents by Subcontractor. In entering into this Subcontract, Subcontractor understands and agrees to indemnify aDd hold harmless Contractor, Owner and Architect from theco.tisequences of Subcontractor's own negligence and actions of Subcontractor's employees, agents, officers nod representatives. .

. 8.10.1 Subc()ritra~tor s,haU also indemnify and bold harmless Contractor, ~u.rety, Owner aJld Architect from any claim, damagel. loss or expense wlticb is attributable to bodily injury, sickness, disease, or death, orto injury to or destruction of bmgible property, inc11i.ding the loss of us~ resulting tberefrom' arising out of or resulting from the performance of the Subcontractor's work under, in. connection with. in the course of, or incidental to (he Subcontractor's Work under this SulK:ontraet, or in connection herewith (regardless of any concurrent fault, cause or negligence of Contractor) or any breach .of or failure to c()mpIy with any of tbe provisions of this Subcontract or the Contract J)ocumenfs by Sub¢ontractor~ In entering into this Page 11 of24 of Select Building Systems, Inc. SUQcontract (7).. !uiti'nls: lU,-__G.c. /2 -SUB SBS 0298 l2~JO-1378 #2242 Subcontract, Subc.ontractor understands and agrees to indemnify and nold harmless Contractor, Owner .and ArclJitcct from the consequences of SUbcontractor's own negligence and actions of Subcontractor's employees, agents, officers and rcpreseDtative~.

8.10.2 Subcontractor shall also indemnify and hold harmless Contractor, Surety, Owner and Architect from any cra.im, damage, loss or expense which is attributable to or·arisesfrom work performed by the Subcontractor, or anysupplicr of the Subcontractor, or any of Sub~ontractor's agents, .that· is not performed itt ~ccordance with the Contract Documents regardless of ca.use or any concurrent or contributing fault of Contractor. In entering into this Subcontract, Subcontractor understands and agrees to indemnify and hold harmless Contractor, Owner and Architect from tbe consequenc~s of Subcontractor's own negligence a,nd actions of Subcontractor's employees,. ag~nts,officers and representatives.

8.10.3 ill any and 'all claims againsttbe Contractor, the Owner, the Architectorany of their agents or employees by any employee of the Subcontractor, anyone directly or indirectly employed by it, or anyone for whose acts it may be Hable, the indemnification obligatron under this Paragraph 8.10 shall not. be limited in any way by any limitation on the amount or type of damages. compensation or benefits payable by .or for the Subcontractor under work~rs' or workmen's compensation acts, disability benefit acts or other employee benefit acts. .

8.11 Surface Preparation If Subcontractor deems thatthe sl;Irfaces oework to which its Work is to be applied or affixed, including grading, is unsatisfactory or unsuitable, Subcontractor J!).ust provide Contractor with written notification of sa.id condition before taking any remedial aotion or other proceeding with the Work, otherwise; Subcontractor shall be fully and solely responsible and liable for any and aU expense.16ss. damages and cos1$ associated orresultingfrom said condition. and Contractor shall be relieved ofany and all liability in connection therewith. " ,

8.12 Subcontractor's Remedies If the Contractor does not pay the Subcontractor through no fault ofthe Subcontractor, within 7 (seven) days from the tim~ payment s.bould be made as provided in herei,n. the Subcontractor may, without prejudice to any other remedy he may bave. upon 7 (seven) additional days written notice to the Contractor, stop his work until payment of the amount owing has been received. lithe Subcontractor bas not timely complied with the. provisions ofParagraph 8.02. Subcontractor shall be deemed to have waived the rights stat~d in this paragraph•.and any stoppage ofwbrk will be considered a·material·breach of the Contract Documents.

ARTIGLE IX - Contractor 9.01 Rights. and Responsibilities The Contractor shall be bound to. the Subcontractor by the terms of this Agreement.

9.02 Services Provided by the Contractor The Contractor shaH cooperate with the Subcontractor in scheduHngand performing its work to avoid contlictsor interference in the Subcontractor's work, and shall expedite written responses to submittals mad~·by the Subcontractor. As soon as practicable after execution'of the Subcontract, the Contractor shan provide the Subcontractor a copy of the estimated progress schedule ofthe Contractor's entire work which the Owner/Contractor has prepared and submitted for Page [2 of24 ofSelect Building Systems, Tnc. Subcontract

~ . ." InitialS:.

G.C.

SUB SBS 0299 12-,} 0-1378 #2242 the Contractor's and tile; Architect'~ intormatiol); together with such additionil-I schr:;dulitlg details as will enable the Subcontractor to plan and pelform its w(jrk properly. It is the responsibility and obligation of fhe 'Subcontractor to examine the progress schedule and to keep Contractor informed ofallY changes which might be necessary to keep Subcontractor on schedule. The Subcontractor !jhall be notified of any subsequent changes in the progress schedule and the additional scheduling details. If Subcontractor does not receive a pl'ogress schedule, or cannot perform th~ Work within the progress schedUle, or notices any deficiencies or ptoblems with the progress schedu Ie, it is theSubcontractor's responsibility to notify the Contractor in writing ofsame. Failure ofSubcontractor to provide written notice of same: will result in waiver by Subcontractor of any, complaint about the progress ofthe Project or the progress schedule at a later time, 9.03 Remedies for Breach lfthe Supcontract()r, at any time in the opini01) ofthe Contractor, refuses or defaults or neglects to carry out the Worl\; in accordance With theContract Documents, or becomes insolvent, bankrupt or unable to pay its bills when due, Or ifSubcontractor fails to provide sufficient men or materials or supervision to diligently complete the Work (to be detennined in Contractor's sole discretion), Contractor, after 3 (three) calendar cays written notice. to Subcontractor of such failure. refusal, default or neglect, may provide any 'such labor, materials, tools. or equipment and deduct the cost thereof from any money due to the SubColltractor. and/or Contractormay al;)o tenntnate Subcontractor's right to proceed with its Work or any part of the Work, and/or tenninate the Subcontract and finish the work by whatever method' Contractor may deem expedient, all in Contractor's sale and absolute discrcti6n, Subcontractorshall be liable for all costs and expenses associated with fin ishingthe Work, whether by Contractor or by other subcontractors hlre9 by Contractor:. . 9.03.1 Measure ofDamages In the event that this Subcontract is tenninated for any reason, .regardless offault, the parties agree that the measure ofdamages shall be as follows·: (l) ifthe unpaid balance of the Contract Sum exceeds the e-l'pense offmishing theWor~ such excess shall be paid to the Subcontractor~or (2) ifthe expense of fini,shing the Work exceeds the unpaid balance of the Contract Sum; the Subcontractor shaH pay the ,difference to the ( 'I Contractor. ill addition. Subcontra¢tor shall be liablefor any ex-penses ofContractorrelatrng ~) to extended project overhead, corporate office overhead, profit Contractor's legal fees. any liqui9'ated darttagespayable by Contractor. all rental charges and other costs incurred in completing the Work. In calculating: damages hereunder. the Subcontractor shaH have n'O claim for unpaid labor perfonned or materials provided. ' 9.03.2 No Payment Due In the event oftenpJnation for any reason, the Contractor may withhold sufficient amounts from any such paymentfol' Work satisfactorily completed to cover any loss whi.ch Con1Tactor may suffer as a result of the faiiure of Supcontractor to satisfactorily fulfill its obligations hereunder. Acceptance ofpayment upon tennination by the Subcontractor shall waive any further rights of Subco.ntractor against Contractor. Nothing herein shall limit Contractor's rights to damages as a result ofSubcolltractor'sfailur~ to fulfill his obligations hereunder. .

AJ1TICLE X - Working Conditions lO.01 Special working conditions and labor matters l!Pplicable to this Project: 100% Hard Hat, 100% Safety Glasses. Glass Containers Are Prohibited.

"Page 13 oF24 of Select Building Systems, Inc. SUb~ontract r< Jnitials: U _--;,_G.C. ~UB SBS 0300 1:2-10-137& #2242 ARTICLE XI Miscellaneous Provisions 11.01 Terms used in this Agreelll~l1t wb ioh are defined in the Conditions ofthe Contract shaH have the meanings as designated in AlA Documen,t A201. General Conditions oftl~ Contract for Construction.

I L02 lfContractor shall employ an attorney to enror¢e any provision ofthis Subcontract, asselt a claim against the Subcontractor, to investige,tte, respond to or settle any claims by any party or third party relating in allY way to the Work, or to defend .against any claims asserted by Bubcontractor or on SUbCol1tractor's behalf: Subcontractor shall pay to Contractor the amount of attomeys fees,costs and expenses Illcurred by Contractor, and all such amounts ma~' be dedllcted or paid with allY funds owing from Contractor to Subcontractor.

11.03 This Subcontract shall be deemed p~rformable in part in Boerne. Texas. 'Payment is due and payable in Boerne, Texas. The parties agree that Boerne, Texas is an acceptable and convenient location to resolve any disputes, and'hereby consent and agree that any dispute arising hereunder shall be resolved in Kendall County. Texas. The parties further agree, regardless ofthe site ofthe PrQ.iect, that Texas law shall govern all aspects ofthis Subcontract.

11.04 The Subcontractor represents that in the event ofany claim or damage arising under this Subcontract, the said Subcontractor can be adequately compensated by nloney damages. Subcontractor hereby waives any and all other rights and remedies to which it might otherwise be or become entitled, save only for its clairi.l to money damages. $ub.contractor hereby agrees to waive any right to seek or recover incidental, consequential and punitive damages again.st, through or from Contractor.

11.05 This Subcontract and the Contract Documents, insofar as they relate in any Wmj to the Work, constitute the entire agreement between. the· parties heretq, and it is expressly \inderstoo.d and agreed that t1iere are no other verbal or written agreements between the .parties. This Subcontract may only be amended or modified in writing and in accordance with the tenus aM provisions hereof.

I r.06 Notices All notices,. requests) and other demands referenced or provided hereunder must be in writing, and,. to the extent required to be given to the Contractor) shall be made by hand delivel)',by facsimile transmission or by first class United States mail to the. address shown on the first page ofthis Subcontract. or at such other place as designated in writing by Contractor. If to Subcontractor. all notices shaH be made by hand delivery or by certified mail to the address shown below or as othervli.se prOVided in writing by Subcontractor. .' .

11,,07 The Contract Sum shall not be subjectto adjustment due tCi fluctull1iol1s in ma~erial costs, labor rates, or other market conditions; either anti'cipated or unfores.een. The 'Subcontractor shall perform due diligence during the bidding 'alld estimating of the 'Work to ensure that the Contract Sum is sufficient compensation for satisfact~ry completion ofthe Scope ofWork. Equitable adjustroeot(s) to the Contract Sum resu lting from changes·to or deviations ·from the Scope ofWork listed herein·shall be subject to the terms and prov-isions hereof.

Page 14 of24 of Select Building Systems, Inc. Subeontrilct ~ Initials; _---,.._G.C.

J?../ RUB.

SBS 0301 This Agreement entered into as of the day and year first written above.

SELECT BUILDING S~"STEMS. INC.. R<)BERTSON ~CECT1UC CONTRACTOR SUBCONTRACTOR

By: ~.. ~~ 7l;:te t Tille Printed Name: IJ.

G. _~aJ ·~Pr JL) Printed Name: r~- ~15f#-.-o";J.J r7

Date: .J t:L.trce • Date: 71t6b'L.- Contact Info: Contact Info: Job Site:. _ Of..fice: _ _...l..::(2=8~l)l._4!...!.4~1-~13=0~4_ _ Job Site Fax: _ Fax: _ _---:(L:::2~81:W.)......:4...:...41~-~13::...:4:;:,2_ _ Corp. Office: (830) 981-5929 Mobile: _---:(1.::::2:::::...8]:...L)..:::2=29::.---..,:.:45=0=0 _

.Corp. Fax: (830) 981-5308 Contact: _ _J::..:e=rr::.::o,-=d;.,:R..:::o::.=b:.=ert::..:·.:::;:so::;.::;n~_

_~age 15 of24 of Select Building Systems, Inc. Subcontract /

SBS 0302 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 2 ORIGINAL CONTRACT DRAWINGS -------------------------------------------------------------~ A I K M REVISmNS: I I

-- -- -- ABBREVIATIONS GENERAL NOTES .-. '" " '" :\ .., .... .......... 'I,

:z.. _ ~~=-T=T==~~&QI . . NJI!IItM...... c:euaNG1H!~ AU_ _ I!W1.~1NJd:OltIlIUIcf1lllM1HIl

Ilm!lIllEIAnoNlE1'lIQJfne:. . . . . . 'UOnll~.OSlBlALTM!!"GIIII'MDI~lItoeAlDIl, ... =S£"iL~-==r3~OFue ~~~a:=:.'=_=.::=PlMi~~A.=L~u:~ -- I I =- I,

.... ... "'" ......""... .. =-=~~'#c~~tIlm8lWoL~"lMl.CMa'.ItIH!RI1PMOOfIl) -.tto _ _ ......,."....PIUDI........

!P-~~J«:j£U~r:=.~c:=r~~=" m _ _n.:__ II So MEllInENCElrlCtl.Oa'r.1IOH0Ftnl.f1lEiI.~8fJTEIII.UCfRICN.rmE ..M01tCIICClNIT1lUO*IN ,:ur IIIXoVmAllIlCllJlCJMI"tlDlWiI.llIIMmD. ~1fI8lINrlO. . . .N/I!l1JOIltI:NOWlFt1MliiElllltDlCf,.,

I ~~Qf'~~t'ISWII5AKWJn8lalllft\l:i1lDllJIfPICtIIiIG_VGIllCo

.... a .. ~~~~~~~~~r:==~~NTH YaIllC9'UI'clltle\HllElllll!flllMM0lllmIACtJ,

...i7 1. DO~Ufl.mUllll!MlClfIoCtIJB~M~tN.HI..-.nl!Dt't~ ...... ~1MI!CIaWI'lIUDCl'NnlA_nflCllJftNa1l'Qt1IlliuaN.

. '" ~_~

1lo .. ===aft::57r';R1£~=t.JE,~=~ .. ~~~J.=t:"~tUO&S;",~~e::u-~~OR ="".. I i g.

1:. fa. it~~_a~~~~ ~flC,IG~TO~TEnc~\iIlTHOJlettANuMlWI:rQFmr

=~~~=~':,,~ro~====OI' I g:: 11. ==~Oft!MD:lNlI:RJAllI.1!1MIU'AlI._.IIlI'P£UD ..ACCI)IlWlCI"""''lHII Q. AlX:DlIPAre..MlIftQUIlII!D.OfPIOMOCftJID/IAJR,ML.IaOCEf,PlUlIaUiIL~.w:a.MIA8aau..!

I &. =~~:=~~===:-iL~~ r[M Po. IlIRJI'Q~"'IIUI:1ED"""""fOllflrilCl'u:c.o.nataO"lOnJO~ . . ~S!'F~~:e="'-=:~~1:JMdQ\ .... IL ~o~.=-~~~==-~~oc..J*LLN "' IL ~/rGfCIIIIIftIlUIE ..tCl...1E1U1Wl'HlIlCEP1Aan.... PlUlIraCll~JMIIDf!ll'101I

...~ CXM'l'lJM,EwutTll!~mtllM)_.c.

d. !AQl1l:nS:lR.....,AUJDCIt<IWI/XltIfII1I;CTSItW..JIll!lJiI'aO.,..-.-..t'Ill':REClbt.. ~ ....... ~~OF~~'HllIW.fl.EYfHfIMU.·IlUD,UlIlMDUm~TO~MI.Il9l.WI'Ll1.UWl "" !::'. =:.~r~E&-==~.~=~ I, ta=~_~~~,dL~ 2ll. ~~~N:UIlEMLCF1Ki~CCIMlQ1'.Cl:llll)llefOlS,IlOllEI.VWGDMCa. :~ at. ~c::=:.~::=~.::.a~:-~'*U..Nl)T.~"GUlDtfl) "" "" ~ :zz. ~==~~=::''=~W.l.~rr .. ::: -- =~U:TlllIICSNY".tEII."'''''~LQiI."uac&:CIPtI4i~fll3C01&1t1\Al1i SYMBOLS = :.I. .....- aRClJTVMtNG N01AlION 4' C~~~ CIlA'I.!XRe;;8tl'IIQf."""lQN.

DA~~='1Mf. ~ ::ncrr:~WIEMj ~ =-BIlMPEIhIIJH.,.ntIft' =-- '1:O"~~ • ~.:r=-~ 00Jl =r-==,=.~m:tA c::::::::Ja, m::Il&98IOOlIEUOIIJNJ IS) E;,":-~Olt ~ 't ~ - ~~,,*1lCCMm

..... ~=='==AU ~1Aotm.£l',"Al'J'tDt ~llUClCl.Of1IIIllI ~ 'I =.,.I'Ol.EMlQlINSMLL....

=r:...PCUloIItCtllllTAU.flr =,,=y~ .. ,oS~~

-tJ A --- .................. rM.~~

E001 A M +_-:A:....-_-l..._---=:...-_...I-_-::._ _.l.-_....:D::...-_-l.-_---:::..-_...I-_-.::.._ _L-_-=-_---l_ _...::..._.-L_ _.=.!--.L--....::..----Jl..---=K--.J---=-L-~tl Revxs!~S' I GENERAL NOTES:

T , r, , KEYED NOTES: I I I I I -T -- I

I ~- (1._ .. _ .. , f I ------.;t----- ----.;r------- I I '1--- I -----r----0 't. I .'IIN

I

! i I I· .. I ~·-t lit I f • i I i. • I'~ '\ I I ''''; ~ I ,

!~-V.~ ! !

I fA I I : I I-

I I I I I I I I I I ~--------1--------~-------~--------t~ 5 } I I I

I! ~ !

I~ I I I in-a i i I "r w(JIl~"_; i I i I Ii· I I~~ .~ I .==..'"= O if-l""-" .u tJ:.JY, I i I, iu-u-u it. r---t I A A 'L \0- i I

-.wcw"===__ ~,/:-I- -- -- -- - -~t- -- -- - --.f-- - -- --JS-t -- -- -- -- t-@ I 1 I I i I ,... , 2 I

E101 A c F G \I M A C D F K L REVrSIoNS , " 9 9

-- GENERAl NOTES: .=.:=~:..~

==' 7 r::.:·::::.:.-=-.::...::'/~;:.-:·::::-:::·;,";';,.;;:"""::::::::=:::::~':::::::::::~~=::::::: :::~:~ :t· f~:::::::::::~::-"::-'::-':=-;--~<:::::::::"'~'::::=:=:=:~ rr 6 .;:/ ii ii \1 \i ~7 ~ I f l ' ~ ~ ='= U",J.J! I U" JJ !I b{.. ",U I' -/ I' • I ~. . n'" "'n\ I r1' von \ i n'" 'On I , 'I

L- ----------------- \. \ ::::_._-----_._-----_::::~. \\ ~ I' , '\ I '\ .- .. w:::::::>~ III /i ifF ('> ii ~::::=:=::::~ ~ ii ...-... --... \i 4 "" It' -=:::=:=:==- 110\ ......::::==:;::..".-'" "·:"7:,.:~:.:-::--:;'''''''It' 0J ~::::=::::::::~::::-.::-.::-.::::..=:",....::::=:=:::::~:~::.;=:=:::::::::::~ . ~ D....WINGS a:: w (!)

-J ~ 3 ~ ~ g ll: 12 W WI U :5 I (J (JJ (!) 91 85:1 REV%EW SET CB

..,.

E102 II 1 1

A o E F " J "I j A c I II D E F G H L " REVISI:NS: GENERAL NOTES: 11--1---1 KEYED NOTES: I 8 8 T I f I I I I I' -r.----- I --'-1= --- \..,..: --T""::-- - --.--1- - - - - - -'-r----0 I I I T I ! . ...::: ~ ~ ~IIJ' ~.",J i · . .I 7 . I I I 7 L, 1.,.0 I I' z ~" ",

··..

I i I e~ >t :r;~ ::: ! I I ~o! ~Z - '" " !

I I ! , ·" . N~ ~ No« N Z

!i 6 ~ ,'I' I I '" I

I, I I I I I I I r I I ~--------i--------r-------~--------r-@ I I I I I

I I I , I I I , I I

4 L, I I I I 4 : [.. on i i -~! . I t iP~ ~!

I I

! I , Eim I ffi G ~/ I..", t I I I I z ~ ~=== nJ i..'~·! ..J i..·• ~=:~I"OA ~ i ! ~ ~ i ~ (JJ

_..- I r..... ~It: ifIt:f2 ~~ +:1M'IDl'I ---,-:- -- ---- --- -,- -,- -- -- -, - - -- -- -:-J...- ~-~.;:; 1'0 f i <> ~) t-@ I W UJ I I I I , I - I " ~ 9 (.) I (!) I I -----------------

A E201 D E G H r M A c o G I L M REVJ:SIONS, -1

_.....

I GENERAL NOTES: !

fI KEYED NOTES: ! I I I -i--a------i--------t---------i--------r~ I I I I

r I I I i I

L .,'\!

I I

!

I

! ..,. I ~:f :i

,~"v! ",'" i~ • I !

I !I ~ :i! .. II zl- .,~ h !! «0 II , " ::Ii I I I "z a I ' I tl !!

I ".... I .....«, I .~, I '~.---i> ! \ II I 1It'o1 ... ~ "" I ...--~. I 'I .,./ I -j------- ~_4----t--------_r-----------r~ I I I I

I I I I I I I I I, I, I I, ~==~ I I 4 1'--__ ~~' "'" 4

", ........-..1'~ O~'I f ,.

L I I-~ •

-1- -'- - -- -- -1--- --- ---+---- -- -- -f-- -- ---- ~---@ I I

I , I I I I

E202 A c D E G K II M A G H L M REVISIONS:

9 11--1-----19 a

Imelm.'''~''\I!V !<lU!I'.aou:=~= 1.U'rlJ~ ~tIJll.:~"

...._"""""'" 4 I..... -- ~~ """""- ~ ...... "OCNoNUGHf'llim4~ ~ " ~ ~ '10 " ,. ",.

ll'l. .... .=. ." ~~~A~=~~:=rrArM. - ~~lt&JAU......,~a"",,,Sl'EOItMD.eI'C&Icr w;l'A!lIX lA('~WI

_lo2afs.MltNEeTI.... bI~aA?Clll&."~ 4FJ'1l1fN~ , . . . . . . - ".'" T' T, .." n:: " ... ~+5otI~UltVS..U'UJ o:THlEiH8o\YfWCIlESCfN' .. '. . "" ...""" =lM)fiSWLT..e~WdMrwO~FORI:IlW.

W (!)

~(O "NLPM'W1MtH~ncr 'M liD -.....

WrhlfM9Fl'~ ...I ~ ~ ~ g ~,. JIkO.lo::Nfl'J~ ~."' ,~

""""" V5-S1<.I~~12 lNOdllCtUGHJ!t«3 '" "..,. " Unc.tra' tlr.t£ l:alEANDt1lIEO »EUMWIIIElAlIAAD

suacur£$ ""'.

AtSD<NC'l'UGfl' lmUlcr.urDn'SON ., ". ~M?Ff16 0 0: W ~ w I ~ C) ~ I ...I J

E301 A c D E F G H I K II M

\ ) A o E K L M REV3:SIONS:

11--+------19

-- NlECHA)UCAllEGEND AlBREYIA1l0NS ..................

INOTE:AU.SYMJOLSSHOWNAReNOT NECfSSAR'ILY USEDONDRAm«iSI

~ .... - l:lUI:lWCIKaa.JIfNO.

OUC\WOtt to ChMW ==-= J PIPtNGANQVAlVES

_ ..UfJ..--IIlUw.t.\'f ............. '" "'Cl'iI...tIlD~ - "" '" ,......, ......q

~ ;''=e c:::::g ~~YAHb ==1l= ~ ..... '=".... ... ...... u ...""" """...-....... - _..... .CMMMlDIlOQl ..- ~"'I'ttO'W,.,.18oltaUII!

nD UANClfD&lCl'SU*UOfF -t .........,... -- """"'" "'" .... .011DMOfllUCf lotmMOfm .... .... -- -- 7 @ == = ,,< """IIUIIW.UNII""~ _... ........cua , "'WU~OOWN ~ ~ cowuam'" ",,<en I 1UtcUlarC(lfCfANIMAIl ==:Do BlaWMltltIOlI' ........ .......... "" CWlCIlEJPUlI1OU1 UOlQ1IIlID1/OUIU&_

_ cuu: .at8.1*ml. = .,..

-........ --""""""..... ..."" CI CIl£(;(VAlVt .....

1aAJCfJ',:JNIlf;ClAMHIMlOteDCI IClIMAUYaaJ&) el [pmmm ......... ~ GIlIeDON01AClf'flDMfWlll co ""'""" ..., ........

C.

NOIW,U,YO'&I

@m e..., caooocuooo """""' GC .........

OlMDI'Ie.&.YOIli .- ....

_- -- 6 =E:= COl e..,.. ~QU""1llI1'OIAI\IlI ~ OIIlUClQI_ll"INI' "" ....... ...... " .... ==lQI::=>

....:'0... -........ 'tOUlW!b.Mtfll 0 COI'IlENIA.DlANIIIl

-.... on ...

-........ ==6== ~ -.. _b4U'8l~~JMOl:l!b.Wl'IJl

·....., ......... !lOJotfIWWDl:Io.-waU'II01AILWlIlt CIIa-l8lIll,tAU.oOGYAtll'lO ~ _....... ~

n ACCI5Sf)DOJS """' .... ....... ......

WIlIg/oliMllCA1ID.

CKAqNUVAllOMlIJnt.(ft'All -==-= rtfIIbIO.QJfW6WUlI! """"" .......... []o- ===>0- 'No~'ftIl\'Elllll:M ... ""' """""" , ........ ..,.... ........ ...... "'" IIlMAI1 aRlEOIlISlB.U 1ItM.'4 i- ml'n1'Ofl'uw;n DGG&IC'fOYllIlOWDUN CtfIIIINGWA'III1&If. . . . UI'lTAJr []a- IIIIWAUOlallat~. .....,. ...... ..... ......

ICI.&WIlSItIQOYfOoWlQ

, ......- t!lllii --0-- ...., - ~OI£OU.tq 1U01Il0l'1WIt

....- CCNl8«SAIllOrAlN 1ZI ~ ~ SUP,..... DllC1m:t3N.£eO,tfClkA•• "-"CWAt.lCIlN1 ...-- -""-- -- < ' - tIJIICffUSl.WA1BItl.ft'L1' "'QlUID""",.1fMH .... ........ 'CO ......... ...... .......

I•• '" l.lfflU " ...... ·...._v ........

ICW COtfOeGa WA1EIIWfl' ~ 1O.~0UlIGE~0UCf -<'-- "~"".lIElWH ....... """ -1IlIli_ "~WA"'""Jt,.

IN " ::, 1lAWCflllSll.lll IT.'tIIAtDIUtllHGCODE III -'"'- -.-- I!AtClUlIMEClfo\ICAlOODI

-.- ceamGI*LEC*teaB18lt\1Hl'W) retllll!A1NClWAIDHUM ."" -- mil .-w1B'lttDDlt.... LIQI,I:Itft«J on nu "" ".e stAMIdO PUNIIG CODE Il4Jo1)A1O . . ~ e m tlI5lIoICeat«JOf'I\,lII'.'lI'll'll -.-- JltWU'IIlOU4.~UUCflONff'Ml; ... ~tlD1IfttmNaq:DA.WP: SlAfClI.IDlMSCOCI

·... ................... -. tCWN4MAtGloSLM!

12I caMJOIUlOltlfGtl_ -~ ::: "'IC.'S --~- .............. t;;ALW.>4I!Il WI!OUj llJoIP8A1\Itt! ...ISSlIIfIlUFY....'it

-... .....

MAC C.

... - l!J 'II.I!C1Ol;;roctNEcOHlJlOU& Ei) COMN!cf1OHroMIOeBnc; &NmO....,MCIll!D ® .........,..........

BK1IoIaC~m'WIIIt fa "'.< a","t.W& ........... v 1AMl'... .,.¥DI' a:: .... - lQIMt,I&II.bllCM'~EeT.

~f'I'OOiAMMAIl.I~T .,~;!A~ _ErO>U '" w (!) ~NOUa"1OOt' '" ....... ..... !MIM ~ AlU!lIlMifOlOlI *~ """ ...

II'MOlOIl!HMO\IID ~MOl'WA"'I"'" @ """"'..,.. "' IIB-.o,.\l&CllAlNG WI WI WALI.~NDUr ....l c( :J: ~ AIO"'C~

mIG" CQNP!TJOt§ .stHMfR; WINIER: owa ii: 5ex: g a:: 1_111.,..,.,. IlI'l'......

OUBIDf ICI)f NUR

0. ex: lI'f ,"

!!:! W J ~ (!) 91 2

1M :a..8 M

M10 A o E G M A c F G K L N ~EVJ:SIONS I

GENERAL NOTES

-- I. aI'Pl!ICIlfiTNllO'I""'n-.e~_~ ............. II--e-----I I ~ I ~ 1 T ~ ',' KEYEONOTES (9 I I e- - - TI -- - --e- I e-- -1- I ® o - -- -- -- l~ B -T - --- -- -- ··1- -- -~,.,: •

~ I

~~ I I r:~ . .

i I i I ="... j I i t i·· I

7 I ...fIC.<i) I t I I I I I 7 .~~~ I I I J I I

I I I I I ,

6 I I I I I / .., i /'" [ i -1- -._- -- . - -.w-·+------- -+---------4------ --~-<!)

I : I I I

I, I I I I I , I I· I I I I I I I I I I I I I I I I I I !

I I I I I I

; •

. E& I I

! -I---------I----Q----+----....g-----J-- , e- I t

! --- --~~ I !.g..

I l~

I ~

@ @Ir

-....

I I

!. "

I I II I"" t ' I I I I

M101 I B . C D G H K J N ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 3 C~) UPDATED CONTRACT DRAWINGS

; I ~/ A E F G H M REVISIONS:

9 11--+-----19

-- .:: . -= :.... ~ AlllEVIATIONS

-- .. .... oc ... ::" ...,"" GENERAL NOTES

-- ::. .... "'" - ......

AU :I'" .... .,. -.oao...-.m1\OOR -.:::...... ="" =' co ~ ..""" =:0 :=-DItlP ~ ),

4.

IoI8llllIAI:r:lImiltltfHDIA_ _14MmMOf.... ClDlftQIIIWtOl.CBJoILIIHDAftCOltftML1lC ~CIflI. .ft.O<*fIAf'N'OA_IC:IIr._. . . -o'IIl:rJfll\U.~ 1l:ff.;I;lIp9lAtL_ _. . . . . . . O l ' M ~ .. /'III.CM&Ml • \AIGCIf. . Ql.WoIln:~~ClPlIOIeSN&.II!I&lUllD.K1flIIWNI'Of,.c<lNU:l'JInII!tf..,,'

1'IIIOll1OMXlN).1Hf~,.I'ISfAUaItWl.VlIII'bI!JOISlI!1DlIlC(lI,lllWollW:tIIllt!dJllQ CQQ\lCIMIAtClIOVBfTtOCA AtI)5tesOl!XlllN)IlCIIlN'lrIIH:.~BC. dJotll'M.Ol'IotD 1I::If

lIfG """ IJ8.OWIMHI:lGlADi: .1lV'" ......,M1IOlDIJOClI:ltIftT _~~AIlD#oCICtl'WCl!orOIMN

.. --.....

CODID&ASllIrY-' IClO IlQDCl¥OfI)llCf :I _1JID8CS IlOf' ...

IV'" IOIJOM.. Pft -e41letNl1."ftR'lClIII' IIII1VAl~ VoW ..,. L _--=-oIlM)~UIIIa~~fIIaRlCo\LI1IlIMINI)OOIItCCllCl\lClllClH N*:A'lEDAS_ _ NOIOVAIIANIIm.I8'OII.....c. . . ~'lSAtD

AtClI.OOll1DlC»UIOWCM'UO~mtIMS . . .OIIIIrCQNIIIaCIICNARIC:fIGHlWICB. ....

7 lOA .. 'ItlIIIOUI'_...... 0lCl8A\Wl'**.....

CXXftMW:tIa1.'lIWlIIUI.4AJI~WIIlZ0t1MOSl:~IMJ'II!CdIIlI>anSY:JOllU'. ... = Cl1lISCCltlIIrIIC'I

- _<XlNIlM:f.~_ 'lillKWOIII~UNl&af'AIAJ!~ "::c'" .... SA ~ ,. 'MllIA.WMQI ... ~OM.YAll)IKo\lLNOIlIlICAlSt.NCI'.A.IlMrCr8MID ~~CICIl.MlIC~IlC.ONIUMOMC,I'IIMIHNC)1II'lAll1\llCllllOfMl. . .JUCHAI IrAClllMtS.OCltIlUCDS,BC.AJlBIMmfOltACOIM.fI!AtDfllt.lC:IDW,.Nl!CCDtoANANS1IlIM.

... _Mf~IS~~WItt""'fIAllI!LMlIIfto\WlltHlrtl.NOfICSt"'-LC* " lCAIC1JtClUWI:J~~CAI'.M:lJV'_~ ~ 1MDIISMOCIICIlMIiU ~ I~ NC _ II. ~AHf_SHPWN_Aluua.",,*II$l'W.YCClCIIClIMtEO.NllMiMAIClMlrAD.~ ~1I,CICMIIlGfCIII.IlC.AI~lOCOClllDIMIIMICALWlCIM'oIIIrM.aae1KAllD~1'AD0I'_ 8IClIloVG~ rtlA

1M' u ~WII1I$~

...."" _- ::' ....... ~ .... ~ .... """'" .."""""...........- • lOo1ltlc:otalUCllOMCIftMIIQtfS...... SUftI\/ISB)8YAIMSDll~JOAISUllI!ltW'AlJ,WClll. ..~ ..ACCClIljIIlIlCI'NQIOEMIlCAtlDntt:CXMIIIlC1laHOOQMtm..

...- PI' ~NI)..cs:MI_V.u..w II. AO:aSl'AMD_JKMIIDl'lGW'IOAll)CSM::IHlIt,\lLMCliICIII;.MLIOJlI!f"IIIC. ACC:S'AMU...... .. tuIMO~DOCILftMIQlI;~WAl1Ul'ftAtG ... ..... """ 1MGt . . . . . . . . .ttOll:lllJl*l)N .u.waerMlUlU!mB.~'MM ux:a:.r.ves .. EIlJ'ICllIIDo. . . . . IUDAelSJWL . .~1ItI!u.eCCMU.CdlClHIlII'.eotmIlIaID_ IlAJUUII&Al;Q!SIrNBS.U_IA1Ib.u:sa-eIMAlltu,Vl:ftII..... IlADGAS"~.

... ..... """" -- )Z. _1Q~~eatoI'tANlJ08PAOLOCA,...or....-.oro:ua.

"" .ItMILA1JII~0I_COMU.CIDIlOlSOCoU!lOftI' . . . .SlDEOIfNe'COOI...ftlICH"

... ::::=:==~nMrClWCt"IlIll!CmNQlDOOIIMlIlXAlStICM'IClHIHf ~ =-~,..

M.O MMf;Wl)I:QN.r

... ......

MOCP INGttt MI MWO ......... ~ ~ MOQMIlGtu=IlJ frMJI:a:MV./rICI: MOItlIlIID~1»oY'R tI'I~~

VA ....., 1" ~""""'$IlDMI!!.uOlSlGM!lL"""COMXIr.srAlU!aCCltllJliOOll:Suc.1IWl1t ~ft)M:~~IIWOJlHlCMDQ~Qo1U1111f'M)ECJ • fS.~J,Il7lDISIH.W..I'lIC:l'CiID . . . ~AlCJIWCIIOlt~.fMlII:ltDIOR'

... _.

COfoIWIItEtWI4l/ll~hJ'IAMO"re:.

'" ~ftIliCClWYI!.

:: ""NWID '" fACMMOICltMIG..,N,q)~CCNrW:fIlWL.ftIMlllI) ..........~.._ 1 I .... ..""": := :.0 MNUIll.WIrMGleJC:SIMl8t.all!DW.tl8Ill!NlSSIWl"RlID""'MfAWDMSlDClH"~ML I.CI.OU/I'IA1NOCfHMaJt»JtAO:Xlll;JAlQ-'NJC:AIIIQI:GLSI.

1'. arDWmm.,....I'aI~MCIfOI~M6J4IlaDtfD\IIIDI_I'OMII'ACIC*b1NO MOUMID."~~.lI£!IPClJGaZfat~_"M~c..w.IIBlEI:$NO

= =1CA12 - ......... :: ........,OI'IM ~1leCl5~",",_Of""""""''''r'QIIliBIrAal:lll''''''USSftW4t011

--

.. -- ... "AlI.AI!ASDlIClD8AL~»IA".~I'aICQOllClIWI:lNItlWIBt1Hl~AtoD 4 )CPIl. ~11M:M ~1MIll!lSfOffllCM;Jec:w.PMCl!AMM!auG_IfQ!l;:ZtUGtlllGRmlIESAICI_ NalIA.IIQMe-tlUCIWClU.ACC::ClIDIof«Z~_Mf!C.~'\OoK ... ~~R!lCl.UDfoUL.or11l':fClU.Clnll:COtOILCOtClUClCaIlOXa _ _ llC'l'ICS.

;0. Ml,I,. . .IlWOlCllQllll.... O!IMDIlT.~~UCIIlICALOOC*IIUoU.HOf.UIID. A0IIlCA1ID tCU1IM.~SMMUI . . .A)t~IlWC:tl~1IOM.

31. tH!!~RWllAlllu.ot~IOXCO'loft~1If¥MM'"'QQII' _ _ 0I1JEQIft;lIISIt

-_ ..........

CCINJAMo u.-.UOI!IlIIWGeDMrUJlo1lN.fIiCII'. . . . 1lIII1HI~IOll'"IIlIIlI1Iec;IIIQII ......

IICClH1Af& • •!PCIWAYSftl8l"DItMll!lll'ORD.ut6\IAB .......OItteJllo1Ctl)H/ftlltolCC!'f&

,

C~~~ ~ -- ElIIdltEl!l'lACU!.WNfUOtl ~ ElIIIDU. . . .lRlSP1 ::e:.MlH~ - LEGEND

CJ,,~nW,t",.,..lBIBt '0 ......... c:::::JIUCIIlIC:AlM~

G> _ 5WR1lMENliWDRAWllilOl "lNATM:RaIlSIII!D.

EORAWtJIGB HAW MULTIPLE etW4GS BUT1lIEY ME

•. • DWIIlClIKa"rt\QIHOIlIOIII',lMY MCIX»oI-.'*'lOPMIeOII Y trOT~DOR IIAllKCOA. C""""OCL vmcH lIaUCOl\ Nl»fIB)rAlOYiCXQfllJOP"UOM. MlHA"""SlBIIIG.UCN. c=::J... 1fICI&DClCM: IQIIJG RlRQWIOEWMteOT«aIIItoWftMTM ~==-~ \\) ......... ==t.=== RAWlNGS.WEWO'l1FlEDSIISOF ntIS fl8UESAHQ U8IAT1'I!D PRlaNGARROROlWDL't'.

1IIII==:m~.=~'J4 "'~~QI!AS~ ..£ ..,,,,,••- , J<IlCHILWMI-'- ='~~~ s.t .......

SWUflCld_aLMWl. .

:U~$WdOtMl'All.

NtMlfrNftJOr4, fa : ..'MOl........... m

----- .. 1'!WO/lYAClWD.tI'ltIfllQM.

sf~~ 00 OCCI.I'AIC'IIMOUIllIfCK" 1 C C8lIGIoIOC/fIID,UOM e-cA1DmI:~'IJI'E PQlIMalfGID........

.,,~~ E001 A c F G L M A C P E F G L N REVISIOllS:

I i i .- i GENEIlAl NOlES' 1._roJl&JGIlnfe-ICOIM\.dIIC'oWlQrG AfGRIIllJBGIMIAI,.IGII!$.

~ \ \ i i 8 ,I i I \ I I I ii i !

I, I i i i i ¢> JI• C~ ~3 i w ~ ;:~ it I i ¢> 0 ~ !o ~5 II £1 i ~

..~i i ~ --@ 0 ~ 6 , I C CI) ~ I i II il I -,- I

I 1M.1A~/1 po- lIlMtIQ~,......

"'-~I :1 ~I I ;

II J I 4 4

, L-I-~' I I ....* i ffi L'j_+_i ~ ...I ~ ~ ir~ I.... ~ - -- ~~ loQ6.61lloUol , -.- .. ... ~1XJlINIIlIitW5ll1ttQl111C1tff~

.-a-- ,.. ~sotalIl .,= " .. - 01. .... , ~ .... .... - ~=:::-,ft=:tH~a::===-A1M. 'fI!!!i~INSrJIU./fII~fQltIH£BoW:IGEtCY. ~ ~ 0:: !!:! ~ -~ ~I ~, ~ ~ tIJ ...I ~ ..

FA """"'" ........ W 56 110 .. ,'" .

.'- C)

..... ,-... ..- -.. - .-.. . '" ~.:..aNrJlU.M'UNt-.:wmt11f01IlrI,lA:SB1UQW. ~ .... - ,...~ ...... ..... _......- m....... bHlGl...· - e v r

~ 110 10 - , ~-RFJ'I'W 111.\ - -- - .- ~ VIM-~~''''''''-12 ._-,~ '''' '10 .. - TO. . .

- ..........-CXHfllJlbbllECl'M••. - tRMIlD If%~t£* 1 '" 1 .. " ..... -~!p.::e~JgJI E101 L-IUPRtFJMF """"" " '" 1

""""'" "'7~ tmDJTSlll'Dn'SDf as '10 • lID ...E A c o G H L N B c I> F G H K L

GEtlEW NOlE$; t. :r~~.=:.-~

i i

---@

8 c I> II F G H K A D E L II R&v.t5.IONS:

9 11----+--------19 GENERAL NOTES:

i , I -- I I !

I J I I I I .1~l' 0 .....g 7 i~ · z

! j ~i 0 I- ..

M :E! ~2 ! ~ I I I ll! II ~i . . a I I I 0 a =: l!

L A~ ~ c~ "'3i 0 6 (/) !l II ... : -------(!)

.i -~- i illi i-' i ! ~! i i i i i! "il 4

i I i i I ..;....

Ii : .. _ .: : •.• : ' .• ",: ",_~' •

I I "",:' <;: .:::::.."./:.;., ".~". ".,:: .:' - - - -€)

c .... E202 " B D L A. L N I\EVISIOIIS: _'ISIS

-_-- _._.....- ...., l.:~~~~ 9 . .ncb ...neI: MOP .. --- .uo.. . . . ._

_"''''A . . . . . . . . .4 ,'"""...

- ................

AI"'M"ClI -- ..... -. ---- - ""'A 8 8

· ; -- -- -.. -... ".......... ""- ....... m ... fi - " ...

1Ul&IS-..

""- JI. c~ ~~ ;~ ft

... '" ........ -:: .,,, .... "'0 ~~ ~ l!

....... - l:I~ N Z ~ il i

_.... ...._- . IA WI

...... ""- ....... ..... -..-- -_ .............. --- """" ",

.- ..........of.. l!

--_.......... ..rIIIdMdftlllllllll•

-._.-.....- -_.. . . .1tIe _ _ at ~ ....«.....

-- --- -_. -- ....... P.nel:LA .uc...... SM: -- -- -- _PlIneI:LB _"", ,,....... --- ....· -..

4 4

. -- ....". ~ ,;. _. _... .... ..... cr: ......".· -'" - ............. .- W G .....· ... ~ ~ g

.... .... ~ ~iii: ~ I - 0:: ~ ~I w ~ 9 (!) (/)

IRt 7,u:u::". .llcdrcl'f.~!lJA c•••• ~=--==-, E301

~ A. H % J L N A I K M REVISIONS: GENERAl NOTES: 9 II--+----fg

-- ...... . '"

..... . ---. ~- r I I -----l==~------- ' c--::.: ao..a.~_ ~MIIIa

I I I I ....... ..."_ .......... ....... - ................ - eAon'.-:JMl.ASfW

- l'-UI!lCllIMWI....

IMt-=sMWIW ... ..... ... ... .............. - tAolIlIQ. . . . . lMtllQMWr.,.

..........

-- I ................. ..................... ..........

2 I .......

I- I- --........ -- ............. &AepqMI.MI~

-- ...

A 8 c D E F G E401 I L M ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 4A EXHIBIT4A CHANGE ORDER SUBMISSION BY REI SBS/REI DATED DECEMBER 14, 2012

(~) /;,I(h, 4"" I ~ ., L~~(i,. It' c ,J"", .i. ;!

JemMI RoIMnon Jerrod RaberfIan~ONIecIIx.comJ Friday, Decemblr14, 2012 8:43 AM 'Jacka-n' =~ HInger Changes BIZHUB20121214085428.pdf High ......

Rurl12fto4la012 8:471M RMd: 12ft<U20128*IM

Jack.

Attached Is our pridf1l, audit trlH for review and scope of worIl: assacJated with the revISed drawlnp. Ptease note we will beam conduit rouah In next __ and need and answeron these dIa,.sASAP in orderto accommodate or leave out these conduItS 15 they pertain to manv dllNrent area of the bulldlftl.. Please note there will be • Iud time on the new equipment.

Please feel free to contact us shoufd you hIIl8eny quutfons.

...............

Jerrod RobertsOn Derridt Or. Humbfe, TX 77338 OffIce: 281-441-1304 Fax: 281-441·1342 pw,relecttJ&Qm

....... r ....,.,.., ~

" " DISClAIMER: TfCI.. this electronic ........ transmlsslon contains Inf'armItfan frvm Robertson sec:trIt, Inc.; and thls InfarmatJon may be confidential. If you are not the intended recipient. be.... that dlsdosuN, ~ distribution or use lIfai 01 any portion IIfthe c:ont8\t ~ this informatIOn Is prahlblted. If you him received tt11s transmission In error..... notify us as soon as pOSSIble bv e-mll1 and delete the ori8Inal messep.

PIOCDIGONLY PIlOJIOIAli TO: SIS ConsIrucdon DATE: December 14, 2012 SoeaicLoop ltd Boerne, TX 18006 AT1N:ltcko....

PRICING REQUEST: IlI'PMl-LOI CIRRlTOS 1IANGBR DI8CJtIPTION: CIIulIeI T ~t: M,2'f6.. (Sales Ta.lDch1ded) 11Ua palDpCIIII i8 bMe4. t1I8mito1lelecuical ~ PIeue note 1be Ultafc''"a_ GIl die. . .,....

AAy Wllnt IIOtdinlctb' ill. 'fII'itia8. -..riaa or of waI... ceiIina ....

THIS UQIJDT bit beeD prieecl ill ICCQlda. . willa CUIIIftt JIrioiallewall. 'I1unIwe it is lbiIJII'PO'IIi it.... 1OWy0a 00It""'" subject to ~tneeIIIdon if wriuee atharizIdioa ... lOt . .wei withiaJl. ie. JIbor, ..... andaonnal ........ paudacdvity,......... and does aat Udade laY IIDOUIIt pea. . . . ..., In ..... ofwodc, deJqt. dllauptloai. lost owdIIId, ICOIIInIiclIl or III)' iDcnlaCIcl cost of porticlGt oftbD 1NIt, dIim tbrwldoh is ipIOifically ltIeiMd.

J. ThiI,..... wort .....

1lIII _ ........

S'-*dy, ItOIIIZI.'SC»i BUC'I'IUC. mc. ~~Jo.MIii; SCOPE OPWORK 1. Ad4PaaoI LB - 22SA 12SOV11PH PmDlBoald 2. Add,..... conduit aacf wile for new Panel BOarcJ LB.

3. Add new dUaibution ..... for Panel LB.

4. Add,." PmIel U.

5. Add Il8W . . . . tbr PanoI LF.

6. AddnowctistributioD. . . . 1Jr,... U.

7. Add 4 1GOA citalita tbr GPU ctmce by povicled.)

0'" (receptacle not iDctaded. tceepIIolc Cypo not 8. Add tine way IJWitddDa h t"e VS Uaht fixaIns.

9. Add 1bne way switcldDa b' type HA tiabt tixtUIw per cIrawiDa 8102 aoto 1. to. Add pow_to mot.oriz'ocl cJoor~. CotltrotI« povicW IIIIC1 i.......y odMn.

J1. Provide. . m.ta1J inverter as pet uote 3 011 drawiaa EI02.

12. PIOVide tiaid.u dnIc1 IDOl. . . . oftwe RA mtunl per drawinI BI02 DOte 5.

13. Provide 2 •• pole Ji&bdq COIIf.IdoJs pI' 2 OIl drniDg 1102. t4. Add 2 circaill ibttD8 notiDc1uded. . . . . tpaot provided. is. AdditiOll ofW. .Heater 2.

16. Addition ofcircuft .

17. Nat ........ OIl dIawiDp 1RIt inoluded Im'Vice. . . . . oflJllllVXimab:ly 8O~ to MW Vautbrmer locatkxL.. ~ by Kyle. (TrnIohiDa by others)

··All 00DtI0J8 COIlcluiCa" OOftbOl caItJa have.... -.oIuded hm Grialridn8. . . . . . DO M'lOPO ofwOlt provided. . ••• We have CI088Ia.CIlLied the. . ClOJdnCt drawiJJp witII. . . . . drawinaJ IIId aatad the above . . . . . The..... drawina did not have ch8Dp douded I mllbdon them thereftn any items DOt 1iIlId above a _ iDcIudod in ChiI priciaa. •••*11ds pricinail...... WOIkiDsIfallCllld.............. /~ilaot included IIId IdditiaIIIl time will be requiIed ciao to dU McIicIoaaJ weB. TaIII_II"" houm of IIddiiioDa1 wort is SOO!DID.... ifF' 01 • Eleclrlc:al Q1arlQeS 12114/Z)I29:26AM

.'" ~:.u:. .*,:W ~UOImMG 1J1llMCEI J,JOIM 4.l.......-:r. . . . . . ~- -......,....- .......,........- ..........-....

SWt .. .....

1I1N1 ... _NUl

,,.ftC -- .. ....-. .......1' 1.). . . . . . 1'IrnlICII

,.. .. !JIM&: t.)WItI

•.-.I. • ,"' .- ... .....

IIJIltSCtLLAl8lUI 11.1_ ~ til Mot *"

.... -- 1INrIlL10/1OCILt

.-------- 1t.)1'IWLD .....

...,. _... . . . . . . . . . . .cr • •~

-- ..

1,l"llllllNUllY. . . . . . c:uIANUl' ... ....1'IIOIlUC1'MI'Y .. ~ClIIIWCAII IlMwtMO/"'YOUT' ..

_.__.... ....... ...... . . . . ._TAIIoII _a.IYa. • ,, M""""•• .................'_ . ..... _ . ._ ' ".........UftA" MIIIIW...-'

... ...... ...

AIIIl:l'

.... ...... ....., 01• •, .

.- 1IlIICCIIIIIC1I_ ....8 ....... ~11" .. .....tM &)tarAL. .....' I,JtUI

..... .,1 , \.~, : .,';

...- ...... .............. __•• a. fIIUICI _ _ lira ., , . \~'l' ,I

......... _) '

_.-w; MIl: RFP01- BecMcalO1onges

L8R us 51.ao o.so 3JIO ,,5.10 '11. 166.80 12M o.ao 0.00 6JX) 4GO aUI) 23UlCl 23IJlO 225A IRK, 0.lI0 0.00 a.oo uo 3ll8.CIO 3lJ8.OO 3OUO CUIO om 02) D.2iD 7.70 7:10 7JO IRKR om 04) Q.IjO 0.50 19.25 19..25 ,u.s .'2 0.1. 194.40 0.01 8.10 311.1S 0A7 506.25 '10 0.24 "1&40 0.01 20.09 nut 1.»..,9 " Q.5,f S24JlD mm GOI om uo 4.65 a75 179. .... ~ 1m 61U5 45U3 ., .,.3 ff2 tM{O In 1.90 2.2A l.oetJ1O ta.ao U8UO om 0A2 om 12AJO ,.II 23.2S .fGAlO fU4 8h.13 UI U1 :t.» 1..524110 191M 2..,.,.

MCM 5.75 US IM7.50 U4OJlO G.04 0.05 IUD WM ."'7 _J)4 7.1" lAO 2.071.67 4.12144 lIr If'Z' IfZ' if rMTlIIMtaU.

IMTCOlftSCII'I5&L ss.

OM UJ7 MUG ..

G.06 0.10 ·456 $JIG t.63&16 192JO 2.62 ..92 ..,." 246m •.11 135.96 Q.05 4.22 ,62.56 3.54 2llU1 3/." IM1' 3/4" fMT1BMSl.s.s. us I~ '".20 1G.32 G.06 0.12 lQ.5l 0.72 GJP ~J2 2.95 6.3t aM 3/J.04 3/4" IMTCXlUP&SUP1SIEEL $.S. 2M .t6.a CUM 1.J3 4&&3 4.76 89.91 1.1/4'" N • 2.91 1.7I.2.CIO o.oa .u.ao l.eol.1O 5.97 3,58Ul) 1-1/' lEfN mJ.S. 6.3S IUD o.m 2.8J 101.ao lNJO '·11.. . '"'' ".

COUPUUPJS1E£L5.S. lAS SA33 CUJ8 us D.33 11.43 71&17 '·I/r 3.2D f8).«I G.OP 26.10 1,OlH.15 I.96C.85 ""n- lIRMSIlU t·llr EMTCOUNSUP/SIE.U 9.15 IUD 73.20 3JO.Gl) 0.25 0.0P .2.00 • s.oo 771» HUO 11.11 15.17 1" lOUD 2·111" 2·1 I!' :lollr N EWBM sn.5.S.

CClUPUUfISlElLS.s.

U8 ...... asJ I3oUO ..GO oft...".

0.12 0.37 o.n 8.26 0.74 1.1, 31&01 a_ aM ,a .7$ G.74 ..

452.'t 117M

..

2·1Jr IU ..... ,• .50 0.75 2.25 86.63 75.38 226.11 2'$1JiM'/AU.1HROSlIPFOR1' SlRAPIo rOIA 1'-'6 1.86 2.Omm -.00 ON o.cM ",... 2MO.I3 12." 38.6) 2M 4MO.86 1-40.19 IHmM'STIlAPIo rCM UIIS1RUfSIIAP 10r'0IA 2.01 226.13 O~ $.63 21"" 3.N .....G05" ....

2AO 21JXJ 0.06 CU5 2UI5 4.81 .. SO 2tl8"C0M80KO 4.14 ..lAD 0.35 :uo 134.15 17.62 • 176.15 of 11/1621/83/....-1 1/4KO 6.10 ,SUO Q.35 8.1a 336.88 19,58

_.--- - ---_ • .-._- ••- ~. ".'!!!'!!e == NIIIOll- 3I4101"EMT ila1HlEAtlRQD -'1~ X ~ DID ROD-1/fOX Z' LOMG «I \51 4.51 US eta 4.21 3.28 22.5S 26.AD 102.30 S42AO ...10 0.20 OJJP CL31 D.22 0._ l.oct 2.1D 34.27 17.

21M - lOUS 1.:tNAO 6T1JA un,. lUI 1~ It.7S lQ02 6UIS 130.35 lA91.1O l.02D.OO 1.515.15

...

BfTAPI'INGscaw5lBOXl I 6SOO 65.ClO uo o.co 0.00 65.00 15.00 :r PVC 1«1 sa 84I.C!J 0.15 24.GO m.ao 11.08 1:T121» PI WISC NI:MA I 8" X8" X... 3 1&11 4S.45 1.50 .uo In» 12.90 Z18JO flW/SCHlMAIIG"XI(J'X' . . .IOIl. WASHa N1II' FOR BOX 1UIAIiI ,: 19,90 3.SO SUD G.CID US 0.30 4.95 3AO lUloIM 190.58 l3UO 'Y,lMl'M 83.A3 15.CJ5 18lUO

.................. _ ..-" - ,,,,, A ~,,, DoI)'I aaA ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 4B EXHIBIT4B CHANGE ORDER SUBMISSION BY REI SBSIREI DATED JANUARY 8, 2013 tE,l-1/ 16/1 /'1,4 Jerrod RobeI1Bon From: Jemxt RabeI1IDn~c:orn) lent: Tucleday, January lJe, 2013 8:24 AM To: 'JIck Green'; 'Kyle KIeke' IubjecI: Hanger - RFP 001- ErICfriC8I ChMgea AIt.IchrMnII: 8IZHU8201301080t3805.pdr

Jack, Attached Is our revised RFP 001 with more detail on the scopesheet as you and I clscussed. Ialso found an error on my pwt on the 1 W' conduit and InecMtbmtly used QKI and It should have been 300'. You will see tIM detailed scope matches the audit trail as for the conduit Ind wI,. footIBe$. l11Is Is prbd to InstaU Incarporatlnllnto the base work. If we contINIe any further tfds price will be null and VOId. we wm then have addItJonaIscope far this work. Please advise if you want us to continue per base scope or stop *Grk.

Thank you,

Z!I1 Derrick Dr. Humble, lX 77338 .

OffIce: 281-441-1304 Fax: Z81--441-1342

,. " ....Adrit,..,.., " DISCLAIMER: flC11I1U ~ This eIecbvnfc mess8ee tnnmfssfon c:on1aIns information from Rbbettson Electric, Inc:.. and 1his Information may be conffdential. tf~ are not the intencted ~ be. .,.thIt dJscIosure, ~ dJstrlbutIon or use of all at any portion of the content of this Informiltlon Is prohlb1ted. !f you have receIVed this transmission In error, please notify us as soon as possible by e-mail and delete the arIIfnal mes5lp.

nJaMGONLYftOl'OSAL TO: SBS ea.tracdoa OATH: 1~8. 2013 SocDc I.oiop" Boeme, T.X 18006 AnN: 1Ict GNeIl

DI8CIdPI1ON: ...... C1InI•• TaIaI AmI_: -..tL· (SaD 1'D lncWod) TIIiI~iI"'CIGl'bemiled""·cbwinp.PI...... the lfItof_ _ 011 tb81Cope8 pap.

Any.""o'.' or JlOt cIirecd,y requclkd ill wdtiJJa.1tepairiIw .u.. aeiIiDIor Iocn.

TID8 UQtJDT pdoed in wiIIa ..... pridDa leveI& Thautbie it is su1Jjoct to adjlllllllalCacoJlIIion it wriaIa IUIborizItJOIl it DOt widdD II dayB.

1'1iIpI" is 1tIIecl1OWy.'" CCIlIt""""" . . . . . . . . . . . . . , 8IIlOIIIIt . . . . . . ia i.e-Iabort of 1IIIrkDpe, deJaya, diInaJJd-. Jolt ~t . . . . . . . . CIIdiIIIIW CMIh_d, or Illy . . . . . C08l of podiniating any ""'Ohnpd partiaDI of tbrwhidlillpClCificl11y IIIICMd.

.......................,.Ne __ .........

SI8ccnllYt .ROBRTION' IUCl'RIC, INC.

~ .... JOBJD.ClJoI2f o.c..

R'ftI:IlNAI, CICINnDI. c..'I .......1I scon: Of WORK I. Add Pm LB- 22SA 12SOV11M f'IaclI a.n.t 2. Ad4 Feeder COIlduit IIId wirebmw '1M! Board LB. . (70' 2 !Ii" cxmduit, tittiD& III'IpI, UDi-sCrot, 290' 410 'tBHN, 70' #2 and labor) 3. Add new dillribudon bnIabr for P_ LB.

p. 4. Add.., LP. .

5. AcIcI DeW tbr PmeI LP. (Apploximafaly 300' J K" ccndai~ fittinp, II1pPClIIfI, strIpI, 930' ##1 THHN. 310' 'll61BHN111411bar) 6. Ad4 new cIstributioD InIbr fix LP.

7. Ac1d 4 tOGA circuits fbr OPU - . . by others. (teCIlpfaale not fnoluded • teCIlpfaale tJpo not snWIecL) (ApJaximatIoly 300' 1 W' arr. 90CV ##3 THHN, 300' .. THHN) 8. Add thnlo way swftcJdaa ktJpe VB Uaht &xana. (240' w' COI'Jdoit. fiUiD.., 960' #10 THHN, LIbor) .

9. Add .... way 1WitcbiD& tbttyplllA Uaht fixturelperchawilllEl02 nate 1. (160' ~"BMr. fittiDp,eto, 1200' #IOTRHN.1abor) .

10. Add pow. to motoJizecl doar~. CoIdIo"')lIOVidId aDd iDItaIlecI byotbera. (160' W' BMT, fiUiDr, . . . . ..,..,.... #lJ2 THHN,1Ihor) 11. Pnmdeaud install i:IMdIr as per DOte 3 OIl drawiDs BI02.

12. Pmvidariahl'" . . . lDOUIItia&oftpHA......,.. 102 note 5.

AddiIioD of320' 318- ADtInId (6' pieces at 48".318" w Wmda IIId 64 CIdd)' AFJ~ .mUIti fimion cIf,ps, modif:yIdrill all . . . . 1o accept mountiaa1Dllbod _ additioDII 1IIbor.)

13. ProWJe2 -'poIo ....... CIOnIIctDIt 2 OIl . . . . . 8102.

14. Add 2 ciIaIitIIiDr tul cMapaao not iIIcIudIc1. teCIlpfaale type DOtpmWlod. (120' K"BMT,1IUfn8I, a' f12THBN, 1Ib«) . . 15. AdcIition ofW,. a namber 2. (170' ."BMT, fi1dD8I, 'hIa\JD, 550" il81BBN, labor) 16. .AcJditioD ofciIeuit for .

17. ItewoJk ofs1.lb roaab iIlbto bDItdiDa e:tnr piorto pour. a.u. locIItioa. diIectal by 14'Je. ~byofJaB)(lW 3"PVc, 1HHN, labor.) -..miIc, 18. Not. . . . . 011 c1rawiDp1Rlt iDc1vdtd . . . . . . . . . oflPJllOli....' 10' to ..,....

480' 350 MCM 19. ~tyofllbarbeiqiMtlUedlt25 -40" .'iriDa-- 20. PnmdiDa lid .....,JiDapuD boxes urequlnld to_ code• lift.

...·AD . . . . concJuiti _ ......... have. . . . . . . . . hID tbilplic:iq_ . . . was DO scope ofwcnt pmvidecJ. ••• w.b&wOl'OlS ......... tbI .... ODIIII8Ct~widldaenMlled............... tbe 8hove~ 'Daoupdlded dnlwiDldicl uotbave clouded I m8IbII OIl thIm tberetbre lIllY jtIaJs IJOt JiIIId aot iDcIadccIiD tit pi. . . ••..TbiBpdciDail woddIIa cdll--1ovatimo is DDt included ad IddldoaI1 dale wiJl1Je NqUInd duo to ttailldditionIt. . . 1'-.1 eltllIIIIlIId Jan of &dcfiCi0llll work is 4CiO mID houri.

11812013 ':(W AM

.....;.- ... ),J_. ~1.ICMfftNlI ... -.. .It....,.......- ..............- ..... ......- ",IIIVICD UUO Slwe ...... -.-.. ........- .,.,..-..- ~ ~«* ... ... ~- 1.Ift'C qIMC Il101.....

.. - ~ 11,)- 11,)"" 'lMllll1I S

.....

IM7.JJ ~- oJ ..,.. ....... ...

1DrAL1MII 1M ....,... ...

......

.... .-... ..--.. u".

• MI 0*1 &II

..---,,-_..• ..................1Ir2-.__ .._.......,... "'.IlWIW~ _At. ..-

..,... - ....., JUI"

..... ....." M7JW1 ...... .. ...... .. ...,. ,.. - ....11 , _I - ", I

....... " , "' ...... ., .. .. ~"'''-r:

....

FQglt I RFP 0\ .. EIedrIcd Q1Qnges II 1.1.13

- ... -.uDft MJDU' 'DAIL MAtCClSf 'AI. &55 51" OJO nUG 71. 1MIO 125A 225A 0.00 0.00 ..... 4aD 23UIO DUID .1A1D IRKR o.GO Q.OQ I.ClO a.oo 3ll8JJO 30UD 0.00 Q.CIO 0.20 o.2D 7.70 7:10 7~ HJCR

I.

19.a '12 '10 0.00 0.18 o.DO 194.«) UD 0.01 0.10 '1.10 3U" I'" 0A7 1'.25 IDU5 0.24 118AO II 0.01 aD.Of 113.3P G.4O 1.»1.1' o..M 459JlO ClO1 1Q.6S o. "06 .. t6 279'- ........., 0.90 002 4.65 179. lAt 45UJ .2 II 1.71 ISO 1.1'JJ1O o.oa om ,au 1" 693AID OM 2M U7 2.2IlUO 19U4

....

2.It Q03 _13 3» 2.97U3

- '4/0 471 lM1.50 OAM IUD 4)4.17 7.14 350MCM 2.011"" U5 U4O.DO QD5 t3.04

... lAO 4.127JM I/%" IIr OM 34PM -G.56 uo 1-*16 2G 1."" II%' 3/4" 1.07 1-" ,au, 4'UO 0.10 o.os 4.22 .9UD 162M ...92 3.54 246CIO OM 9UD OM 1Q.54 .." 2.95 .." 3/~ 1.72 lO.D 0.'2 0.12 ...., F/.'n '.:M aiM

- 3l~ 1-1/4" %AS 46.21 OM 1.13 4.16 .,.91 1·114" M'. .· Z.f1 us .10 It,. . 0..

OJID 2WJ 900.9C •• 5.91 14.05 ....

1.7fIJO 1fUO

...I" l-l/%, lAS 281M o.oe UI lC1'lM 11.5' SJD f«UlO OM aUG I.o:M85 .uf 1~ I-II%' IMrlERMlT\.U. '.15 7&20 us 2JID 771» 18,78 1·1,12" N couPUUPJSIB5.S. 1110 ..., SG.OD o.or s.oo l1UO 15.17 2-'1r 2·1/1" ~IIZ' 2-11Z" EMf IM1lERMSI\ s.s.

J!MTCOUP&SUPISIEU, as SJRlIf/AllHDaI'POltr ...

4.71 -44.

4UO 16M ...co 41494 1• ''-4.28 .so 0.12 0.17.

0.11 0.15 0.17 U6 0,7..

1.1, us 47.14 ...,.aw.

3t&OI 21M 16.63 ,a S75 flU' 75,38 38.61 ...

4S2.41 117M 226.11 3.233.\7 SlWIDI"DM 1M n.19 4UO Q.04 1_ uo 14CU' UNlSIIlUrSIRAPb2"DtA 2J» 150.75 ODS 3.75 1..... U4 295.13 UNISIaIrSIIrAP b,DIA 2M 21JlO 0J)6 us 11.OS 4.11 42.

4SCU lJ1"COMIOlO 41111621I83H"-II/UO ""4 '1.Al) 0.3$ 3.SO 13435 17.62 176.15 6.10 1S2JO Q.35 8.75 33U8 19.58 .a nlClllCllA8 011 ~MA_MA1BIMCOIfA.-NlCAIAIOI" 11812013 'H»11M flPOI-BecIrlcd~Rll.a.13 us iM'ft AVDl'r ftaIL 4.51 22.5S 0.20 lAID 3IL5O 1221 61. oa 2IAO o..ot 2JO I". 4.35 130.35 oa ..

IGUO 031 . 3f.21 1,31NAO 12M 1.4t8..1O

...... ~ 3GAO Cl22 17. 677. . 12.75 l,O'aA» aa ...10 CUI 26M ',OI'M IClOI 1.511..lS n. ...

654) 45JlQ OJ» o.ao DQD 6UO 3" w/SCteMlrXrX,f" UD 15.1& 0.15 I.- ....

2UD taClO 11S25 7UO 1.7r.UIO 2'8J18 Wile"" I IIrX WX of' 1NBI'.1CL1. . . . . ..ur FORIOlC 1f.90 UO SlUO 4UO 1.15 OJIO • 4.95 sat 11O.S 1-..0 83A IUS I.,.

. . . .1AI8011 c:a.M_IMtIMLCOU_..cA 1oA.__ 11812013 ':CIUM ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 4C EXIDBIT4C CHANGE ORDER SUBMISSION BY REI SBSIREI DATED JANUARY 21, 2013 Jerrod Rollertaon PNIIt: Jerrod RobII1IonU~cam] _let: 8nt: To: AtIacIun...: MondIy. JanuIIy 21.2013 11:31 AM 'J8ckGNed RE: Hanger - Pay App~ BlZHUB20130121114932.pdf

Ja~ •l hive tttaehed the felIised chanse order we dtscussed. 'ThI$ nl!ftec:ts what' have determined to be the manses on the recently Jssued drawi. since they were notclouded. I have also mIde some chlftIII to the neca labor units, labor rates, deleted all foreman hours and rwIsed some of the priei. to assist in this matter. Thls does not Include any of the other WOlk such as rework of the In slab conduits due to the building changes, extension ofthe servIce sfnce It has not been established for prld"lt etc. Please feel free to contact us should you have any questions.

Thank you, RobettsDn EIet:ttk, Inc. Jerrod Robertson Derrick Dr. Humble, TX 77338 Offtce: 281-441·1304 Fax: 281-441-1342

...."-...,.... ,.- ".., DISCLAIMER:•• Thfs electronic messaae transmission contains Information from Robertson EIectrIt, lnc., and this information rnav be confidentlat. If you are not the Intended I'8dplent;, be aware that dIsclosure, copylna, distribution or use of all or any portion of the content of this lnfonnatlon is prohibited. If YOU have received thistransmlsston In error, please notify us as soon as possible by e-mail and delete the orf.'nal message.

Thinks.

I will be !alldns to the ownersoon and will ,et bade to you.

WR6Nen t p~OIQ.YraoPOML TO: SIS CoDIInIctioIl DATS: I...-y 21,2013 l1 ScaUcLoopId .....TX18OO6 AT1'N:l_o..

P81CING DQ1JBST: .",.1 ...... 3-1.08 CBUlTOSIlANGD D&SCItIPI1ON: en.., T gMlllt: . . . . . (SII.TaxJaoluded)

BseIudId: AAy of"" -IIIOt...., 1'bi.Ipmpaul. . . . . oatbereviled............. Pa-note Ibe lilt .tIIe. . .JMlI,t. .... wrf.tiII8. ........ ofexildaa ....

11. fII THIS DQI1Ur ICGCIIdace wiIIa..-pricilta ..... TWa" IUh,ject to . . . . . ,,.c.eJIItioa jf . . . . IIIIbariIItiaD MIlOt nalwlrI widdn itia '11IiJ paqMlIIII1 iI __ lDIe1y ell . . . . COlt dna It, i.e. pill ad DlDIIl. . . . . aDd . . aot DWo 1 I l ) ' ' ' ' i l r " , in ofWGlk. cIIInapIioaI.1clIt pmduc:tivity, ~ 6CIIiDdicl 0\1. . . . . or ay of pdnnina aaylllK+tlW'd poaions ofthowwt. oIafID fatplCifcalJy I\lIIIIWd.

1. Thia. . . . . iI...... wort........medaa ..... .........." .................n.........._ . _.................

SiDMreI,y.

ROlIUTSON BL&C'l'IUc, INC.

~f"'~ SCOPE 0' WORK 1. AddPalU-225A/2SOV IlPHP8netBoad 2. Mel Feeder ClDJIdaft aDd wile 1br D.- PIDII BoeJ LB. flO' 2 K" ClOIIduit, fiUins, uni...... 290' 4IOTBHN, 70' 12 _labor) 3. AddDIWdilldhutioD lmeI LB.

5. Add naw'" tbr,..

4. Add..,PuolU.

LP. (ApD'imattl)' 300' I ~.. conduit. fittinp,1DJIPOI1I, atnpI, 93«r #1 'IHHN, 310' 116THIIN IIId 111M) 6. MdDIIWcJiIdNtloD............ urI 7. Add 4100A ciraIitIibt OPU _ _ byotllcn. < ..... DDt iuIudecI • .,."..tp dOt provided.) (ApponjmJtefy 300' I "" EMT, 900' #3 'J'HHN, 300- f81BHN) 8. Add tint way switchins fbr t)'pe VS BPt t1xtuns. (24(r ~.. conduit, fittinp, 960' '10 THHN, Labor) 9. Adc1 tine way switdaiDa fbi' type B'A. Habt fiDuIa per dnwilll EI0211Dt8 1. (160' ~" EMT, ftltiDp, . . 124)01 '10 'I1IHN, 1I1Jor) Jo. Add power to m.otlJIizeddoor coann... CoD1IoIItrpnMdld IIlCl inItIIled byothen. (ltfO' ~..

BMT, ~1InIpI. ...... 480'f1211D1N, IUor) 11. PIoYide . . tnIIaU iavertw 18 pcraote' 011 drawiaa 8102. .

12. Provide ritid aU t1nId . . . . . . ottpHA fixtunB pcrdlawiDa BI02 DOte 5.

Addition af320' W" A11tJnIc1 (61""" .48-, W·W 318" D1ItI ID4 64C1ddy APt46 ..... _Id fbnctioa cUps, modifyIddD all flxtara to ICDIptftIW ).

13. Pnwide 2· 8 poIe'iPtiDI CODt8aCID. . . . 2 OD'cIrawIq 8102.

1IIIIIaad IIId ditioaal

14. Add 2 cin:dI fOr _~ ~. aotfaduded . . . . . . lype aotpmvUW. (120' ~.. BMT, fittiIIII. ~ 600' #12 THBN, JIbor) 15. AdditioaofW H DIIIJJ1Nr2. (170' ""IMT, ............ SSO'1811tBN, IIbor) 16. AdditioD ofcilcuit iJr .

17. M'8jority ofJ iaIIa1led 11125 -40 feetad.liziM.... ua.' 18. PrcMcIiDa lid ialtlUiDapoll boUI . . . . . . . fIO_ aode.

1121120'3 11:15 AM

u_ ... ... .. ..- .... ....... .... .. '~UlIIIIIND

... - MoW

- 81J1 1.)_ .." .,..

Iot~

...... ..,8IiINII&1'IftIlfII IUlUI .. .......- ....- .. - .- .. ,,}WC ~ IP\lII ... •• . .. ... ... ....... .. ... , IJMIICIU.NIIlIUI Ill.l_ ....,.1. .....

MI ;AU ..... ..........

ItLUI

... lI,)-.rALeQ/1IIClLS ~- ".iIMII,1I 1~_1'IfMo,1Q S1.m- ... ...... ~ .. c.-l'IlClOfICl'MI'.

CUIIltllIP 1IIA"'/IoA'NU'f '1IS1INtI . - . _

.-.. _

--- ..._.. . . . . . . . . . .TMLlI

mi. P• • • .. ...... .. . ._ _,u ~ .... ... _..........."".....,.....". ................... ...

,

_ .. ...._-'.&_1. ,....... ...............

SIIAIllIft....

-~ ... ...... ....

1M.

OVII'JIMI

.....- . . ··T ...... ... . .

.... ..... •.

..,If ... , . mE -~--. " ... ' WT MAT.TOTAL tIL TOTAL A.

MIA., SWDC:H 1.,.,42C'NIB. • US om 51.30 CUD UO f.UO K3D 168lJ

..

I OJJD 3.OD 3.ID f4.5O f4.IO f.fJD A I2DI2II8VGC PANEL I 0JlD 0Jl0 4AlO 4.CJD t26.OD 126.00 , 126lID •• NIWI1GONo1P 2P 1:mY I 0JlD 0Jl0 o.a Q.2O 630 4.30 NEWI225AMP2P , . cuo 1 Q.DD 0JlD as» 1m .........

15.75 IUt ~ , ~-1NNtIIOtwM_ sri 1CJIIO . 0.18 mAO 0.01 &.10 255.15 0.42 ....

449.55

...

1_ _ _

1HIIiUtHWN 21_ Q.24 5l&AD fun lO.ID 340.20 OAO -1HHNIIHWN SIR _ •• - -1'HHH/IHWNsnt •:na 0.54 0.90 • .ao Zlf.ao UI lUI2 4.25 4.d5 OJD 1.37 5P2a OOMI-lHHNIIHWHSIR fOG 1.71 1.593.GIJ Q.fIJ 18JJlJ 2.40

...- 54'.00 ,-1- -1HHNJIHWH SIR ~ -1IIHNIIHWN SIR -lHHN/IHWN SIR •• 1.90 1.90 1- 1,1". ,.. lUll 0JlII 1.- 2U5 "'''I 132.38 2.61 2M 1Il61 tAPPa 24lI •.00 OJM 8M 27Uf 5.M I:IISR • EMT 7«l 0.30 o.os 34.2D U'71.3O \.72 1,3IIUl) • EMT1IIIMsmLU SJ 1111 IUD 0.10 ·• fMlCCUP&ma1Sl8!L s.s. fMT I~ 1.61 G.56 fUo us OJ» 5.OD d2 161.so I'" .4.22 211.GIJ .N ·· fMl1E1Msn. U.

EMrCCUPJ.UlISlBU II 1.72 us .....

10J12 0.12 10,,54 on aILOl 22A8 2.51 uo • .21 D.CJI)

•" 006 1.13 35.70 oU4 II.•

." ~ &MI 2.W 8PI.oo G.OI IUD ~.IO 5.0 1_10 I#' [!MY" SlL5.S. I. ,~ EMfCOUP....JS1IB.U • 6.35 4.35 14S.ClO UD o.oa 1M 2M a2D 84m 12M U1 ' '.10 .AI) ~ If' 1M' 1.9& llISJlO o.oP 16.10 _15 .uP 1".15 EMT18M sn. s.s. ,.... ". 9.15 7U) 0.25 2.GO 63.lIJ I7.CIlS 13UC) If' fMTCOUP&SUPJSIIIl s.s. sa -" 6JO 216M 0.0P 1CIO 9.14 311.17 If' IM1 10 4.71 3MAO 0.12 U6 UD 5MJ9 ". 1Mt1BlMau ~ rr .wID ,,,.

8 • 0:11 0.74 2Ul S6.16 112031 ,.... !MICOUPISUPISEf,.S.s. 11 lUI 0.11 1.19 37.35 21M I16JI

- rr

-.

I!MrBS l!I 3UD

..

W.so 0.75 2.2J M8I &13 2' SMrIA.Lt1lflO-.oRI' ~ 16.66 • .84 OS' 1a.d8 &92 kG 110.76 ....-rSllAPto l"IM sa '.36 OM I. 2.54 I". . . . .S1IAP to %'DIA 71 , ..

2.01 JA75 QJl5 3.75 111.13 3M · UNSIIUl'SIRAP10:1'1M 2AO 21. QD6 . o.ss 17.23 4S1 aD .. SQ2 '/rCOltlllOI'.O JG .4.14 41AO 0.35 !.SO 1IG.2S 15.11 151.65

._ 411/1621183/4'- t 1/41tO I' 6.10 91.80 0.35 5.25 165.311 RAISED NIlMGS . ! 4.51 22.55 0.3) 1.00 3'.51) 17.13 10JII sus ... _-----_..- ~ --.- ..-. .......................

RFP 01 ·BectltcalQIanges HZ 102M3 BftDUB A1IDD' ftUL eta 26.4D 0J]f 3.12 oa lOUt Q.31 10.71 aoo 65.CID 0.00 a.ao 15.\5 4US UID 62..4D 19.10 111.70 US 7•• UO 400 oa 12.9$

- ~JUlDOti _ _ _.- ...- .---_ ....._---- ...... ... .... ., 1Ii"lI_ DiIIA." ...... ~.

Print Page 1 of 1

SUbject: [BROWN JIMMIE LARITA] Payment Has Been Received From: Customer Service ([email protected]) To: [email protected]; Date: Friday, January 23, 2015 11 :38 AM

Transmission Postmark 01/23/2015 11:38:36 AM

Message from THUNDERBIRD U.D.

Dear BROWN JIMMIE lARITA, We have received your payment of $176.57 and posted it to your THUNDERBIRD U.D. account on 01/23/2015.

If you have any questions or would like to discuss your account, please contact us: E-mail: [email protected] Call: 281-499-5539 Thank you very much for your business.

Regards, THUNDERBIRD U.D.

You received this e-mail because you enrolled in the THUNDERBIRD U.D. My Account feature. If you no longer wish to receive these e-mails, you will need to cancel your enrollment. To cancel your enrollment, please log in to your account and from the Edit Profile screen, select the cancel link from the bottom of the page. SECURITY NOTICE: all our billing emails will Include your FULL NAME in the subject line.

THUNDERBIRD U.D.

P.O. Box 2346 Houston, TX 77252

Unsubscribe from notices: click here.

Print Page 2 of2

-----Original Message----- From: [email protected] [mailto:[email protected]] Sent: Friday, January 23,2015 11 :58 AM To: [email protected] Subject: [Image File] Jerrod,BIZHUB, #638 FROM: Image data has been attached to the e-mail.

(~)

1 I"'" 1"r.1 J:: Print Page 1 of2

Subject: Exhibit 44 From: Jerrod Robertson [email protected]) To: [email protected]; Date: Friday, January 23,201512:35 PM

Do we really need to object to this exhibit?

1. On the exhibit you will find my notes where they left off pricing for 8 items and changed the scope for the one with the question mark. This does not make a fair comparison of pricing.

2. This clearly shows they priced the lighting and gear which we know we turned over to SBS.

3. As for their superior right saving money this blows this claim out of the water. a. They are showing the base scope of work at $76,486 for them to perform.

If you take our contract subtract their claim of25% or $32,200 plus the lighting and gear pkg at $30,000 that's has our fmish amount at $66,600.

They are approximately $10,000 higher off of those numbers and we know were more then 25% complete. b. If you add their adjusted scope change amount of$21,119 that would make their contract amount $97,605.75 and yet their base contract amount was C-~) written for $115,163 Please feel free to contact us should you have any questions.

Thank you, Robertson Electric, Inc. Jerrod Robertson PO Box 63626 Pipe Creek, TX 78063 ..

Cell: 281-229-4500 www.relecttx.com

DISCLAIMER: This electronic message transmission contains information from Robertson Electric, Inc., and this information may be confidential. If you are not the intended recipient, be aware that disclosure, copying, distribution or use of all or any portion of the content of this information is prohibited. If you have received this transmission in error, please notify us as soon as possible bye-mail and delete the original message.

1/""'" 11"\1\1 r •Outlets; 0.00 ]- I20V GPI outlets 17· I20V \vaIl outIcts 7· WIP outlot. rn blaprarea Po\yer b I- motorized louver 6- DED 120V OFf outlets Power (0 2- air compn:uors Power (0 I- water heller Power IG 2. Larsoi t1IM in unger area • HVAC: 0.00 PIovkle (10'_10- 3- Air balldlll1 3- Outdoor Ale uo1ts 2- BxIIallSt fa.... Rulroolml -Permit - BxcIudos: ·Dataltelephone Wlrlns ·Pi~ Allan - Total Labor (1\011 taxable) • Totti Material Adders fur Iddffiooal wiring pot mrised drawlnp J 1·2-12u tbUows: (d;f'Ibrcnc:o is bllt\vetn tho 85% and tho JOIMdmvinp) ProYide and install- .Pa.DoI LB abel re•.•.••.•.,•.,.t "",.I~" _S4t981,ctO ' P - LP and J&edcr-_ _ ••_ _•••••_ SS.S75.00 ..J • J-Invcrter paool per IIbeeI BI 02 note3 _ ..$ IoS57.00 l'!:.:::i:. - .. ~ L. \(J'-t.:1 t3-Aircraft power UDIt _ ..$3.950.00 ~. }. Ci \ J~ C) ·Po\Vcr 10 motorized door controt pene1 (COntrols not ktcludcd).....$1.275.00 .120V power to powered WIltIlatlon lovera _ .Po\yer iIO'2-1bI 0 -. __•••••-. .s 1.575.00"'- __••.$97.5.

C:~CJt) ~

·Power to 2-edditiOllllI waterheaters (Instant bots) _.$I.225.00 oH

Total acIcten."••. tt,,," , _"•• U , ,• • • • , , '" ..$21.) 19.00 (TIlls illcludes tax 011 all ".""

mtderials only) New 6ro-.~~ fe~\,)~J ~ ~ Pt.l"'d L6 '2. ~~ Gr,~ (qvll ..... -\--.l ~ ~~l LF J t~,,-k. Ittf ,-.+- f/AlvJeJ (~b-\CJ ~s cJeAu.e"..:y) '-I ~"H!4' <t- ,,~"- uf .fc.J 1..... 111' ~ l~f ~~{",e,l I :t ! AJJ J "<!;t<o.y S~.H.+\:t...,'\ ~ It)&-.:\",,) c.(),,~lj ~ fhs'" Ibt-y ~~ 'fI) , ~~ 1- tlf)..A lui 4~ "2.- g g'~ ~ w......~ ~ee..te- ~2. f..l~ <bA\-...C:..l..o#) f\1~tl') rOof I~ ...-t f#w('j, CI(tJIIIJ.,J 'y /(i~) $72,720.00 This quote is good for 30 days. $3.766.75

NO\¥ a«epIlns all major credll cards.

EXHIBIT 44 '-Ii• •, Inc. Elcet4:'e~l C.",:t.~et.4 Remount· SIn Antonio. 1X 78n8 - (210151006629 1-.........- .......-enterp......cam. UClSECll085 ....-.............rt '11_ ""--'~""_b • ,.........

• Ref. EJectrieal "'lrbIs otnow Los Cerritos Haopr IS follows: 0.00 • Service: 0.00 20'. Dace bank 600A bed sub pmteI "MOP" Feodor Co panel-MDP" 400A RaIcd. sub panoI "LA" Feeder lo penel "LA" •L1s1ldoa: . 0.00 ProvIde and 11ISfI1I· II· Sbtalo pole awlt" 2- 3-way twlkMt UPdna l:CIIltIOIs fur Hilb-Bay llahtil18 In baagcr area 14- Typo "Dl." fixtures ,.,..

9- Typo "FA" fixlufeI I- Type "FB II 6xIure 32. Type "HAil fixtures ()\) 4-1')',0 "WP" ~ 0/ 2· Type *\V\V' fixtures .....

12-1)pe OVS· tlxturesV' 8- Type "EM" fllChInls .,/

Contfnue to tho oext pap.

No\\'~pdngall nll!lormdit eenb.

EXHIBIT 44 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 5 REI EMAILS REGARDING C) TR-BAR RELATED DELAYS Jerrod Robertaon From: Jerrod Robertson [email protected]) sent; Wednesday, January 02, 2013 10:45 AM To: 'Jack Green'; 'Kyle Kieke' Subject: RE: Hanger Attachrnenta: Trackfng: Untitled Extract Pages.pdf Reel"" 'JackGl8tn' ....

Read: 112J201310:4SAM 'Kyle KIelce'

Jack" When do you anticipate talking with them about the changes? By Friday we will be pretty close to having the available work complete that does not affect the changes. However 1n order to keep moving 'forward next week we will have to begin installing as per base contract which in turn will create additional cost to the change order because we will have to go back and rework these areas. This was priced to incorporate the works to save cost.

Kyle" Attached is the fixture cut sheet and mounting we discussed. This 'fixture and mounting is as per the 'fixture schedule. Based on our conversation this does not match a revised arch drawing you have and needs to be addressed.

Please advise.

Thank you..

Jerrod Robertson C) Please feel free to contact us should you have any questions.

Thank you..

Robertson Electric.. Inc. Jerrod Robertson Derrick 01"'.

Humble" TX 77338 Office; 281-441-1384 Fax: 281-441-1342 www.relecttx.com

DISCLAIMER: This electronic .essage transmission contains information from Robertson Electric.. Inc... and this information may be confidenti.al. I'f you are not the intended recipient.. be aware that disclosure.. copying~ distribution 01'" use o'f all or any portion of the content of this information is prohibited. If you have receiVed this transmission in error please notify us I us soon as possible by e-ma1l and delete the original messa,e.

-----Original Message----- From: Jack Green [mail,o;[email protected]] Sent: wednesday.. December 12.. 2812 11:13 Nl Jerrod Rober1BOn From: Kyle Kieke [kkleke@8bsworfd,net] sent: Wednesday, January 02,201310:26 PM To: jroberfsonOrelecltx.com Cc: Jack Green SUbject: RE: Hanger Jerrod we're scheduled to have a meeting wI the client this Friday to review all outstanding issues/change orders. Hopefully we'll get something finalized during this meeting because your change order will be discussed at this time. Client rep was out late this afternoon and generally speaking a he's satisfied with the conduit installation thus far.

Thanks" Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830·388·9267 F: 830-981-5383 --~--Original Message----- From: Kyle Kieke Sent: Wednesday, January 82.. 2813 11:21 AM To: '[email protected]'; Jack Green Subject: RE: Hanger If you look at the supplementary mounting instructions on PBS 7/8 of the PDF.. these fixtures should work fine per the architectural cupola section drawings.

Thanks..

Kyle Kieke Project Superintendent SBS Construction [email protected] c: 838·388-9267 F: 838-981-5383 -----Original Message--·-- From: Jerrod Robertson [mailto:1robertsQn@rele,ttx.com] Sent: Wednesday" January 82" 2813 18:45 AM To: Jack Green; Kyle Kieke Subject: RE: Hanger Jack" When do you anticipate talking with them about the changes? By Friday we will be pretty close to having the available work complete that does not affect the changes. However in order to keep moving forward next week we will have to begin instal11ng as per base contract ~hich in turn will create additional cost to the change order because we will have to go back and rework these areas. This was priced to incorporate the works to save cost.

Kyle" Attached is the fixture cut sheet and mounting we discussed. This fixture and mount1"S 1s as per the fixture schedule. Based on our conversation this does not match a revised arch drawing you have and needs to be addressed.

Please advise.

Thank you~ Jerrod Robertson Please feel free to contact us should you have any questions.

Thank you" Robertson Electric" Inc. Jerrod Robertson Derrick Dr. Humble" TX 77338 Office: 281-441-1384 Fax: 281-441-1342 www.relecttx.com

DISCLAIMER: This electronic message transmission contains information from Robertson Electric" Inc." and this information may be confidential. If you are not the intended recipient, be atfilre that CJ disclosure, copying" distribution or use of all or any portion of the content of this information is prohibited. If you have received this tranSlllission in error" please notify us as soon as possible bye-mail and delete the oris!nal message. -----Original Message----- From: Jack Green [mailto:[email protected]) Sent: wednesday" December 12" 2912 11:13 AM To: Jerrod Robertson Subject: Re: Hanger I checking on that Jack Green 218-789-1898 on Dec 12" 2812, at 11 :12 AM" -Jerrod Robertson" <[email protected]> wrote: > I did not notice any lighting quantity or layout changes on the > revised drawinls. We N111 begging condu:lt rough in very soon for the lights.

Are they staying as is? > > Thank you" > Jerrod Robertson > Jerroc:t Robertson From: Kyle K1eke [[email protected]) sent: Tuesday, January 08, 201311:48AM To: [email protected]; Jack Green SUbject: RE: Hanger· Undergound

As of our meeting yesterday, the whole easement/underground situation Is on hold. The owner's foreman Isn't going to start until his boss gives him the go.

Thanks, KyleKleke Project Superintendent SBS construction [email protected] c: 830-388-9267 F: 830·981·5303 From: Jen'Od Robertson [mallto:jrpbertson@relecttx,c:om] sent: TuesdaY, January OB, 2013 11:45 AM To: Jack Green; Kyle K1eke Subject: Hanger • Undergound Jack, We need to schedule the excavatins for the underaround servia! conduits, I understand there are easement issues rtaht now as well as the chanse order has not been approved, Ifthis location Is going to be approved I do not have an issue with installing the conduit at this time as this work needs to be installed PSAP, We would not proVIde the cable until the change order is approved and signed. Please advise as to when we can have this excavated for conduit Installation, Please feel free to contact us should you have any questions, Thank you, Robertson EIedtIc, 1M.

Jerrod Robertson Derrick Dr. Humble, TX 77338 Office: 281-441-1304 Fax: 281-441-1342 www.relecttx.com

'- " "'El«trit,.".,..,. ,- oj TEClllfU ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 6 REI EMAILS REGARDING C) TR-BAR RELATED DELAYS -SBS RESPONSE Jerrod Rober1Bon From: Jerrod Robertson [email protected]] sent: Wednesday, January 09, 20139:35 AM To: 'Kyle Kielce'; 'Jack Green' Subject: Hanger SChedule

Kyle, Can you please forward me the sthedule for the Hanger project? We have been pushing to try and meet a February- March finish but as of today we wilt not have much work we can continue with due to the progress of the other. trades.

Please provide dates for the following: 1. Roof being completed Including cupola 2. Exterior walls being up and dried 1n 3. CMU Block Walls being finished 4. Interior wall framing completed S. Anticipated date for e1ectrrcal service excavating to start CWtar" ~ b< p4Pf,"O(M",J 10 y' ~~.r Please feel free to contact us should you have any questions.

Thank you, RobettsolJ El«ttlt:, 1M.

Jerrod Robertson Derrlc:k Dr. Humble, TX 77338 Office: 281-441-1304 Fax: 281-441·1342 www.relectts·com

" " ."rrson ,.-Elldrit, lrKOJPOl'Qtf4 lml1fU ", DISCLAIMER: This electronic message transmission contains Information from Robertson Electric, Inc., and this Information may be confidential. If you are not the intended recipient, be aware that disclosure, copyIng, distribution or use of all or any portion of the content of this information Is prohibited. If yOU have received thIs transmission In error, please notify us as soon as possible bye-mail and delete the orlgina' message.

Jerrod Roberlson From: Sent: Kyle Kleke [email protected]] Wednesday, January 09, 20139:45 AM - To: Jrober1sonOfelec.com Subject: RE: Hanger Schedule Attachments: Los CerritOs Subcontractor schedule.xlsx; _Certiflcatlon_.htm

Latest revised edition, underground utility work 15 on hold until the owner gives us the go ahead. He won't let his guys trench until then.

Thanks, Kyle Kieke j)rojeet Superintendent SBS Construction kkje!<[email protected] C: 83()..388·9267 F: 830·981·5303 From: Jerrod Robertson [maDto:[email protected]] sent: Wednesday, January 09, 2013 9:35 AM To: Kyle Kieke; Jack Green .

SUbject: Hanger SChedule Kyle, C) Can you pfease forward me the schedule for the Hanger project? We have been pushing to try and meet a February- March finish but as of today we win not have much work we can continue with due to the progress of the other trades.

Please provide dates for the following: 1. Roof being completed Including cupola 2. Exterior walls being up and dried in 3. eMU Block Walls betns flnlshed 4. Interior wall framing completed 5. Anticipated date for electrical service excavating to start Please feel free to contact us should you have any questions.

Thank you, Robeltson E1«trIc, Inc. Jerrod Robertson Derrick Or. Humble, 1)( n338 Office: 281-441-1304 Fax: 281-441-1342 www.releettx.com

Los cerritos Hanser 77 days? 12/7/2012 8:00 3/29/201317:00 Metal Build.... 51 days? 12/10/2012 8:00 2/22/2013 17:00 SMS Roofing Sdays? 12/10/2012 8:00 12/14/2012 17:00 SMS Roof Insulation 5 days? 12/10/2012 8:00 12/14/2012 17:00 SMS Envelope wall framing 8 days 1/21/2013 8:00 1/30/2013 17:00 9 SMS Envelope wall insulation and ext. sheathing 7 days 1/31/2013 8:00 2/8/2013 17:00 5 SMS Interior sheathing (D-panel) 5 days 2/18/2013 8:00 2/22/201317:00 29,35 SMS Masonry 62 days? 12/7/2012 8:00 3/8/201317:00 Gallery of Stones CMU 27 days? 12/7/20128:00 1/18/2013 17:00 Gallery of Stones Stone veneer 20 days 2/11/20138:00 3/8/201317:00 9,25,38 Gallery of Stones interior Frami... 33 days? 1/10/2013 8:00 2/25/201317:00 Structural steel 7 days 1/10/2013 8:00 1/18/201317:00 SMS Infll stud walls and purlins 5 days 1/21/2013 8:00 1/25/2013 17:00 12 SMS Set pocket door jambs 1 day 1/28/2013 8:00 1/28/2013 17:00 13 Lamb COnstruction Suspended ceiling grid 3 days 1/28/2013 8:00 1/30/2013 17:00 13 Lamb Construction mezzanine decking and angle 3 days 1/31/2013 8:00 2/4/201317:00 15 SMS Ship lacIders and mezzanine ralllng 1 day? 2/25/20138:00 2/25/2013 17:00 22 SMS Concrete 37 days? 12/12/2012 8:00 2/6/2013 17:00 Ar.e Concrete Taxiway approach pour-HOLD 1 day? Ar.e Concrete Additional parkins pads-HOLD 7 days keConcrete Form/pour additional parkins pads-HOLO 5 days 20 Ace Concrete Pour mezzanines 2 days. 2/5/2013 8:00 2/6/201317:00 16 Ar.e Concrete MEPs 69 days? 12/10/2012 8:00 3/20/2013 17:00 Mechanical 5 days 2/5/20138:00 2/11/2013 17:00 Compton HVAC Rough in 4 days 2/5/2013 8:00 2/8/2013 17:00 16 COmpton HVAC Set air handlers/trim out 3davs 2n/2013 8:00 2/11/2013 17:00 22 Compton HVAC Electrical 64 days? 12/10/2012 8:00 3/13/2013 17:00 Roberston E1ectrfcal Rough in condUit for hanger lighting 14 days 12/17/20128:00 1/9/2013 17:00 Roberston Electrical Interior wall roUSh In Sdays 1/28/2013 8:00 2/1/201317:00 13 Roberston Electrical Underground electrical- HOLD 4 days Roberston Electrical Meter loop 3 days 3/11/2013 8:00 3/13/201317:00 10 Roberston Electrical Trim out 5 days? 2/20/2013 8:00 2/26/201317:00 46 Roberston Electrical Install Big Ass Fans 2 days 2/27/2013 8:00 2/28/201317:00 Big Ass Fans Plumblftl 28 days 2/11/2013 8:00 3/20/201317:00 Texas Star Plumbing Top out 5 days 2/11/2013 8:00 2/15/2013 17:00 25 Texas Star Plumbing Trim out 4davs 3/15/2013 8:00 3/20/201317:00 51 Texas Star Plumbl,., Windows and Storefront 32days1 1/28/2013 8:00 3/12/2013 17:00 Associated Glass Install clearstOry windows 4 days 1/31/20138:00 2/5/2013 17:00 5 Associated Glass Measure interior storefront rough openings Idly? 1/28/2013 8:00 1/28/201317:00 13 Associated Glass Install Interior storefront 2 days 3/11/2013 8~ 3/12/2013 17:00 13 Associated Glass Interior Finish Out 34 days 1/28/20138:00 3/14/201317:00 Rollupdoor 1daV 2/11/2013 8:00 2/11/2013 17:00 6 Janus International Insulation 1 day 2/4/2013 8:00 2/4/201317:00 29 Lamb Construction Drywall 3 dayS 2/5/2013 8:00 2/7/2013 17:00 43 Lamb Construction Hans interior doors, trim 1 day 2/8/2013 8:00 2/8/201317:00 44 lamb Construction Tape, float, texture, paint 7 days 2/11/2013 8:00 2/19/2013 17:00 45 DABS Paintina TIle walls, flooring 3 days 2/20/2013 8:00 2/22/2013 17:00 46 Floor Systems Measure Cabinets 1 day 1/28/2013 8:00 1/28/201317:00 13 Oscar felix Set cabinets 2 days 3/11/2013 8:00 3/12/2013 17:00 47 Oscar Felix Measure tops 1 day 3/13/2013 8:00 3/13/2013 17:00 49 Set tops 1 day 3/14/2013 8:00 3/14/2013 17:00 50 Measure shower enclosures 1 day 2/25/2013 8:00 2/25/201317:00 47 Associated Glass set Shower enclosures 1 day 3/1/2013 8:00 3/1/2013 17:00 Associated GI~ss Interior Anaetum siding 8 days 2/26/20138:00 3/7/201317:00 45,17 Roland Anthony Punchhst 10 days 3/18/2013 8:00 3/29/201317:00 GCPunch 5 days 3/18/2013 8:00 3/22/2013 17:00 GC Owner's punch 5 days 3/25/2013 8:00 3/29/201317:00 S6 GC ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 7 () REI REQUEST FOR PAYMENT AND DEFICIENCIES DATED 1-23-2013 ",- "- Rebert. EIedrk, IKotpOl'8ted " TBCLZ1614 ."

January 23, 2013 To: SSS Construction Scenic Loop Rd Bocme, TX 78006 Attn: Jack Green Re: Los Cerritos BaBger SUb-CODtract -12-18-1378##2242 CO.Dty Rcl418 Uvalde, TX '7UOI Dear Mr. Green, This letter is beiDg sent at your request based on Seleet Building Systems, Inc.·S uoilatera1 decision to cancel our coDtnlct, and in violation of same (please see " 3.05, 5.02, 8.02, 8.06, 8.09.1, 8.12, and 9.03). This letter and demand should not be interpreted as a waiver of any rights andIremedies of the undersigned which arise by the agreement, statute, and/or case law.

This letter does riot reflect our acceptance on your position. We are not in agreement with the decision.

The intent of this letter is to sum up the dollar amount o'\Wd to date for works in place per the contract in the 8DlOWlt of $128,200 and does not negate our rights to the entire contract amount. Please see detail below: Base Contract: 5128,800 Pay App11: $17,262 (paid) PayApp'2: $16,628 (Paid) Pay App #3: $17,739 (Not Paid) Pay App #4: $28,332 (Not Paid) Retainage: $8,925 (Not Paid) Total monies currently not billed - 539,914 Remaining monies owed not billed· $22,568 Total monies for works not completed - SI7,346 (see attached details) The total monies -not paid to date per our contract for work In place is 577$64 which we are requesdngldemandlng payment on by Friday February 1, 1013.

As of today Robertson Electric, Inc. provides this notice to you that your position of supplementing our work (which began today January 23. 2013) is unwarranted, unjustified and completely unacceptable. Robertson Electric bas manned the project as necessary, produced quality work and has not been in default ofour contract.

Although we have not received anything in writing as of this date, January 23.

2013 (only verbal), we view the current actions taken by Select Building System, Inc. to constitute a breach in contract and demand compliance with same.

Should you have any questions please feel free to contact me. Kind Regards,

~ JL\? sc: odRobertson ident cc: Jimmie Brown - REI Steve Schiftinan - SBS Dave Morgan· sas Remaining Work l. Install type HA light fixtures. All wiring, fixture whips and hangers all ready installed.

2. Install type VS fixtures. (Conduit installed to first fixture location.)

3. Complete conduit and wire for type VS fixtures.

4. Install egress lights. (Conduit and wire in place.)

5. Install Hanger receptacles. (Conduit and wire in place) 6. Tenninate louvers. (Conduit and wire in place) 7. Conduit in place for Big Ass Fans 8. Rough in walls for 19 receptacle, ]0 OFT with Me cable. Homerun conduits already in place. Pull wire in Homerun Conduits.

9. Rough in Build out area lights with MC Cable.

IO. Install 9 - 2x4 lights and J4 recess lights.

1I. Install 600A panel 12.'Run approximately 60' 4" conduit with 3- 500 and 1 #2 for panel LA 13. Install panel LA 14. Pul! wire for tiP-I. HP-3. FC~I and FC-3. (Homerun conduits 95% complete) 15. Pull wire and terminate Air Compressor. (Conduit 95% Complete) 16. Pull wire and Terminate Water Heaters (Conduit 9()OA! Complete) ]7. Install Wall Packs (Conduit and wire in close vicinity of location waiting on walls) 18. JnstaH 3" PVC for Service'approximately 40' with 3 - 350 KCMIL (Paralleled) 19. InstaI1200' 4" PVC no wire. (All trenching and backfill provided by others.)

() BID SUMMARY REPORT Name: Hanger - Remaining Works Estimator: Admin Job#: 289 Job Namei Hanger - Remaining Works Contractor: SSS Estimator: Admin Notes: Bid Date: Saturday. December 30. 1899 Included Summary Description Extended % AdjlllSled • .terlal Extended % Adjustvd Labor Base Bid $8.746.42 100.00 $8,746.42 232.22 100.00 232.22 Top Sheet Raw Cost $14.394.08 Sales Per Month $0.00 Tax $721.58 Return Per Month $0.00 Raw Cost With Tax $15.115.68 Price Per SCI Foot $0.00 Overhead $1,439.41 Hours Per Sq Foot 0.00 Profit $791.67 Square Feet 0.00 Tolal Return $ $2.231.08 Job Months 0.00 Total Retum % 12.86 HaulS per Week 40.00 Price $17,346.75 Workel$ Per Cay 0.00 Bond $0.00 Total HOUIS 232.22 Sell Price $17.348.75 Mark Up Sales Tax? No Sell Adjusted By: $0.00 Use Bond Table? No Adj Sell Return 0 ,$Q.OQ Labor Percent Houl'8 Hourly. Burden ClassDescrlption of Total Distributed Rate Rate Percent Labor Cost JlMnTec 100.00"4 232.22 $19.00 $5.32 28.00% $5,647.66 "'-\ Totals: 100.00% 232.22 $19.00 $5.32 28.00% 55.647.66 (j MARK UPS QVERHfAP PROFIT Total % Amount % Amount Materials $8.746.42 10.00"4 $9,621.06 5.00% $10,102.12 Labor $5,647.66 10.00% $6,212.43 5.00% $8.523.05 Supplier Quotes $0.00 10.00% $0.00 5.00% $0.00 SubContmctors $0.00 10.00% $0.00 5.00% $0.00 Direct Job Expense $0.00 10.00% $0.00 5.00% $0.00 Equipment Rental $0.00 10.00% $0.00 5.00% $0.00 Totals: $14,394.08 10.09% $15,833.49 5.00% $18.625.17 TAX RSDort Taxed Amount Tax Rate 0/0 Tax Amount ' Materials $8,748.42 8.25% $721.58' Labor $5,647.66 0.00% $0.00 Supplier Quotes $0.00 0.00% $0.00 SubContmclolS $0.00 0.00% $0.00 Direct Job Expense $0.00 0.00% $0.00 Equipment Rental $0.00 0.00% ---------- TatalTax: $0.00 $721.58

112312013 2:45:16 PM McCorm1c:1c Systems Inc. Page: f of 2 BID SUMMARY REPORT Name: Hanger. Remaining Works Estimator: Admin Job#: 289

112312013 2:45:18 PM McConnick Systems Inc. Page; 2 of 2 Job Name: Hanger - Remaining Works Contractor: sas Estimator: Admin Notes: Bid Date: Saturday, December 30, 1899 Report Name: Bid Price & Bid Labor Standard

Extension Labelsets Column 2 ~olumn3 Column 4 Column 1 Combined Combined Combined Combined it <none> it <nonEP 1 * <none> * <none> Users USflr$ are Combined Name: * Admin

112312013 2:42:25 PM McConnlek Syatem.lnc. Page: 10'4 Job Name: Hanger· Remaining Works

ltems+ByProducts Item ## Item Name Quantity Bid Price Ext Bid Price BidLbr Bid LbrExt Category: CCode Branch Rough 11lEMT 150.00 $19.96 C $29.93 2.00 C 3.00 3M EMf 60.00 $41.70 C $25.02 3.00 C 1.80 1/2 EMT CONN SIS 15.00 $25.48 C S3.82 4.00 C .60 3t4EMTCONNSIS 6.00 $47.73 C $2.86 5.00 C .30 1/2 EMT CWP SIS 15.00 $37.83 C $5.84 lOOC .45 314 EMT CW? SIS 8.00 S33.26C S2.oo 3.50 C .21 1.641 314 FLEX STEEL 9.00 $31.88 C $2.87 3.00 C .Z7 1.642 1 FLEX STEEL 3.00 $59.47 C $1.78 S.oo C .09 1.653 314 flEX saz CONN MAL 3.00 $210.37 C $8.31 7.00 C .21 1.654 1FLEX SQZCONN MAL 1.00 $500.38 C 15.00 8.00 C .08 1.665 314 FLEX 90 SOl CONN 3.00 $395.011 C $11.85 10.00 C .30 1.666 1FLEX 90 SOl CONN 1.00 $993.70 C $9.94 10.00 C .10 1.878 314 FlEX WP 9.00 $96.00 C $8.64 3.00 C .27 1.690 314 FLEXWP CONN 3.00 $351.11 C $10.53 9.00 C .27 1,701 3M FLEXWP 90 CONN 3.00 $579.64 C $17.39 11.00 C .33 3.223 4iS BOX 1-112" DEEP 89.00 $298.11 C $263.54 10.00 C 8.90 3.226 oIlS SGMUD RING 1/2"DP 75.00 $163.76 C $122.82 5.00 C 3.75 3.240 4IS \ll..ANK COVER 14.00 $110.11 C $15.42 5.00 C .70 3.287 4/0 BOX 1·11l OP 112· 10.00 S233.84C $23.38 16.60 C 1.86 Tolllis for CCod '568.76 23.29 Category: CCode Fee_Rough 4 EMf 60.00 $474.00 C $284.40 14.00 C &40 648 4EMI'COUP SIS 6.00 $1.833.76 C $110.03 20.00 C 120 1,470 3PVC 40 80.00 $129.00 C $103.20 9.00 C 7.20 (~) 1.472 4PVe40 200.00 $177.30 C $354.60 11.00 C 22.00 1,484 3 PVC 40 90 ElBOW 4.00 1852.60 C $34.10 25.00 C 1.00 1.486 4 PVC 40 90 ELBOW 4.00 $1.461.60 C $58.'16 40.00 C 1.60 Totals for CCod $944.79 41.40 Category: Ceode Hangers/Anchors 1.306 1DX 1·112 COM8 PAN HDT 26.25 $1.87 C $.49 9.00 C 2.36 1.316 114 FLAT STL WASHER 26.25 $6.90 C $1.81 .00 X .00 1.3191IlFLATCUT\'1ASHERSS 15.00 $18.13 C $2.72 .00 X .00 1,384 HEX LAG eLT 112><2·1/2 15.00 $20.42 C $3.06 16.00 C 2.40 1.429 BOX SUPPORTS-CUP ON 75.00 571.511 C $53.69 3.00 C .2.25 2.792 MISC. BOX HANGER $3.00 24.00 S3.00 E S72.00 .3OE 7.20 Totals for CCod $133.'77 14.21 Category. CCode Straps 112 EMf 1HOLE STPISTL 18.75 $15.02 C $2.82 3.00 C .56 314 EUT 1HOlE STPISn. 7.50 $20.09 C $1.51 3.00 C .22 4 EMf 2HOLE STPISTl 7.50 $192.67 C $14.45 5.00 C .38 Tolals for CCod $18.77 1.16

1/2312013 2:42,25 PM McCormick Systems Inc. Page: 2of4 Job Name: Hanger - RemainIng Works category; Ceode Trim DevicesIPlates 3.112 SP 15ATOGGle SW. STAN 10.00 $66.56 C 56.66 20.00 C 2.00 3.123 lGPlASTICSWfTCHPLAT 10.00 $24.66 C 52.47 5.00 C .50 3.145 lG IV PLAS DUPl RECP PL 55.00 $2~.66 C $13.56 5.00 C 2.75 3.181 DUPLEX15ARECP,STAND 55.00 S80.94 C $44.52 20.00 C 11.00 3.185 GF/15A RECP. STANDARD 10.00 $9.22 E $92.16 20.00 C 2.00 Totals for CCod $159.36 18.25 Category: Ceode Fixture Accessories 2,785 WH~ 16/3 SOUDSTEEL 14.00 $4.07 E $57.01 .09 E 1.26 Totals for CCod $57.01 1.26 Category: eeode lIghtIng Fixture.

2.761 SURFACE 1'X4' 12.00 $.00 Q tOO .85 E 7.80 2.764 SURFACE 2'X4' ~2.oo $.OOQ $.00 .85 E 35.70 2,813 COMPACT FLUOR REC. CA 14.00 S.OO Q $.00 1.00 E 14.00 Totals for eeod 1.00 57.50 Category; Ceode L.amps 3.048 F4DCWJRSJWM' 20.00 $3.14 E 562.88 .00 X .00 3.0118 COMPA.CT FLUOR LAMP Q 14.00 $.00 Q S.OO .00 X .00 Totals for eCod $62.88 .00 Category: eeode LugeJTermlnatiOniOround 1.729 114 So4 CU SPLIT BOLT 3.00 $2.60 E $7.79 .33 E .99 C) 1.744 1.747 1.769 30A WIRE TERMlNATION 60A WIRE TERMINATION SCOTCH33+VlNYLTAPE 25.00 3.00 .10 $.00 X 1.00 X $2.28 E $.00 too $.23 .12 ..17 .00 E E X 31JO .51 .00 1.789 YELLOW 3M WIRE NUT 30.00 '$5.68 C $1.10 8.00 C 2.40 1,790 RED3MWIRENlIT too $7.42 C $.07 10.00 C .10 1.791 GRAY3MWlRE NUT 24.00 515.94 C $3.83 14.00 C 3.36 3.610 GROUND SCREWJJ14 P1GT 65.00 $69.52 C $45.19 6.00 C 3.90 Totals for CCod $58.81 14.28 Category: CCode Panelsll.oadc:enters 2.161 40l){42120/240V PHL lPH 1.00 $.00 Q $.00 3.33 E 3.33 2.162 600140 12M40VPNL lPH 1.00 $.00 Q $.00 4.00 E 4.00 Total. for eeod $.00 7.33 Category: ceode Bnmch Wife 12 TtIHN CU SOUD 976.50 $141.00 M $137.69 4.00 M 3.91 10THHNCUSOUD 108.00 $195.00 ttl $21.08 5.00 M .54 12 THHN CU STRANDED 1.775.00 $165.00 M 5292.88 4.00 M 7.10 10 THHN CU STRANDED 830.00 S222.OO M S18UB 5.00 M 4.15 Totals for eCod S635.88 15.70 1/2312013 Z:42:as PM MCC... m'.... S~. In". Pag.: a of 4

\ / ~ Job Name: Hanger· Remaining Works Category: CCode Feeder Wlr.

43 8THHN CIJ STRANDED 300.00 $315.00 M $94.50 6.00 M 1.80 4S 4THIIN CU STRANDED 14.00 5885.00 M 512.39 8.00 M .11 47 2THHN CU STRANDED 60.00 '1,368.00 M $82.03 10.0D M .60 55 35(J THHN CU STRANDED 720.00 $5,940.00 M 54.276.80 32.00 M 23.0.: 500 THHN CU STRANDED 180.00 $840.00 c $1,512.00 42.00 M 7.56 Totals for Ceod $0,977.77 33.11

Category: CCode RomexiMC/SX 1212MCCUCABLE 250.00 5514.46 M $128.61 19.00 M 4.75 Totals for Ceod $128.61 4.75

Totals: 18,7441 232.22

Report Totals: ftems+ByProducts .

Ext Bid PrIce Bid Lhr Ext $8,746.42 232.22

1/2312013 2;42:25 PM McC_lck Sl/Stemelnc. Pep:. 40f4 Jerrod RoberlsOn From: Jerrod Robertson [email protected]) Sent: Monday, MBrdl25, 2013 12:09 PM To: '[email protected]; '[email protected]' Cc: '[email protected]' Subject: Los Cerritos Hanger - Document Request Importance: High Trackl..g: Recipient Reed 'secIlil'l\'nanQlbsworld.nel' Read: 3I25r2Q13 12:10 PM 'dmorgan08blWllrld·nef ~com' Read: 3fl6I20132:07 PM Brown, Jimmie

Mr. SChiffman, Good afternoon. I am currently reviewIn, all the documents for the above stated project and due to the drcumstances with this project I am requesting the following information.

1. Copies of all correspondence with SBS and the owner pursuing payment.

2. Please provide proof of all payments made by the owner to SBS.

3. Caples of all correspondence of complaints I contractors notice of deficiencies by owner I owners rep as required in resards to the project (For aU contractors) 4. Copies of transmittals and proof of delivery as to when these deficiencies were Issued to said contractors.

Please know it is our intention to work with SBS through this situation however in the same aspect we must protect our interest and insure everything Is beina done to collect payment. () Please feel free to contact us should you have any questions.

Thankvou.

Robertson Elet:ttIc, Inc. Jerrod Robertson Derrick Dr. Humble, TX 77338 Office: 281-441-1304 FalC: 281-441·1342 www·releettx.com

r ~ Wtrtson£lfdrif,llKWpOf'Gtfd " DISClAIMER: TECL1II11 --" This electronic message transmissIon contains information from Robertson Electric, Inc., and this information may be confidential. Ifyou are not the intended recipient, be aware that disclosure, copying, distribution or use of all or anv Jerrod Robertaon From: Steve SChiffman [[email protected]] Sent: Monday. March 25, 2013 12:17 PM To: [email protected] Cc; [email protected]; vrobertsonOrelectbc.com SUbject: Re: Los Cerritos Hanger - Document Request

Jarred ....we have sent correspondence to the owner with no reply....1am going to his office today to try and catch hlm...can not report any other prosress....Oaw Morgan will be handling any requests for Information. Please correspond with him and copy me. Steve Have you heard about my f1xtures•..where were they manufactured?

Have a 8reit day, Steve On Mar 25, 2013, at 12:09 PM, "Jerrod Rob~rtson" <[email protected]> wrote: Mr. SChiffman, Good afternoon. I am currently reviewing all the documents for the above stated project and due to the circumstances with this project. am requesting the following information.

1. Copies of all correspondence with SBS and the owner pursuing payment.

2. Please provide proof of all payments made by the owner to SBS.

3. Copies of all correspondence of comp'alnts I contractors notice of deficiencies by owner I owners rep as required In reaards to the project. (For all contractors) 4. Copies of transmittals and proof of delivery as to when these deficiencies were Issued to said contractors.

Please know it is our Intention to work with ses through this situation however In the same aspect we must protect our interest and insure everything is being done to collect payment.

Please feel free to contact us should you have any questions.

Thank you, Robertson Electtit:, Inc. Jerrod Robertson Derrick Or. Humble, TX 77338 OffIce: 281-441-1304 Fax: 281-441-1342 www.relecttx.com

<lmage003.png> DISCLAIMER: This electronic message transmission contains information from Robertson Electric, Inc., and this Information may be confidential. If you are not the intended recipient. be aware that disclosure, copying, distribution or use of all or any portlon of the content of this Information is prohibited. If yOLl ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 8 INVOICES OF REI 12/18/2012; () 1/21/2013; 2/6/2013 INVOICE Robert8on ElectrIc. Inc. Derrick Or. Humble, TX 77338 (281) 441-1304 (281)441-1342 SOLD TO: Project Info: au eo-trucIJon Inc. 17Soenlo Loop Ad Boerne. 1X 7800f Project No. C12·124

$121.800.00 11.; 45% CIompIeltd To DaCe t57.no.oo l.e8s 10% Reter1Ion "Im.co Total Leu Relenllon Less: Prevfaus AppIcatIona

TOTALAMOUNT DUETtI8lNVOtee

NOTE: If payment amawrt diIrers from Invoice amount, pIe... notify us immediately. , . INVOICE Robel1llon Electric, Inc. DerrIck Dr. Humble, TX 77338 (281) 441-1304 (281) 441-1342 SOLD TO: S8S COII8InICIIon Inc. Los CetrIIoe ......

17 ScenIc Loop ReI Highway 55 and County Rd 410 BcIeme. TX 78006 Project No. C12-124

EstImated Contnlot Amount Plus: Change 0Rfeta Adjusted COnIr8ct Amount

(J Leas .,. Com",,,, To Date 1Q1{a RiItwntIan Tote! Less Retention .,.00 • •250.00 $80,325.00 Less: PNivloua AppOoaIIons $51,• .00

TOTAL AMOUNT DUE THIS INVOICE t.:..·. ~GOI NOTE: If payment amount dtffer8 frOm Invoice amount, please notify us immediately.

INVOICE Robelf:8on Electric, 'nc.

231 Derrick Dr. Humble, 1)( 77338 (281) 441-1304 (181)441-1342 SOLO TO: SB8 COMtruotlon fIIc. Loe CeIritoII He...,.

1"SCenlG Loop Rcl Boerne. 1)( 78006 H~ 55 and Counl¥ Rd 410

. Project No. C12-1Z4

EafImIIted Contract Amount $128,800.00 Plus: C2tange Orders ...._ to.DO.

AdJueted Contract Amount $~28,iQi;DB .

74% (';ompleted To DalB $95,2liO.oo Less 10.. RetentIon Total Lea Retentlon nHI'Sa Leu: PnwIoUa AppI\oatklnlt.

TOTAL ~IIOUNT ~ THIS INVOICE

NOTE: If payment amount differs from inVoice amount. pi. . . notify u8lmmedlat8ly.

ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 9 APPLICATION FOR CERTIFICATION OF REI FOR PAYMENT Robertson EtectrIc, Inc. Pllll8 4014 DenIcfc Or. HumIlIe. TX 77338 281.....1.1304

Application I!Utd Certilicate for Payment Los cerritos Hanger AppIic:alIon No: 6 Contractor's signed certificate is attached. Project No. AppioaIion Date: 02106/13 In tabulations below, amount are stated to 1he nearest dollar. C1.2-124 PeliodTo: 02106113 An::hitecls Project No: A B C D J E F G H I J Item Descrlption of Work SChedule Work Com~ (D+E) Total Value From This Matefial Completed Previous Period Presenllv AndStorecl PereDA! Balance InsuranceJMobflZationfSubmital 512.800 12800.00 0.00 12800 100% Q 1280 Slab RouGh-in $11500 11500.00 0.00 11500 1001)6 0 1150 OlstributlonIFeedel'8 57,000 0.00 0.00 0 0% 7000 0 UG service Conduit $5000 0.00 0.00 0 0% 5000 0 Uaht Flldure/lnstall 532000 25600.00 0.00 25600 80% 6400 2.5501 Ifl'-:~ 1._11_ He\"'\o.t-_ -~ ~~41 k.....

6 Gear/El'lUlrlment InStall ~ 514000 9 .00 0.00 9100 65,. 4900 910 rC"J ""-~!.W. "(.

7 BranCh Concfllit and Wire rg .dll' C" -4cLl ~ t4!1w' 2775 537000 X/750.00 0.00 27750 75% 9250 Temrwvanl Power $2500 2500.00 0.00 25DO 100% 0 250 Device Trim Out $1000 0.00 0.00 0 0% 1000 0 $1... - 10 Oemobillzlna 56,000 6000.00 0.00 6000 10096 0 600 11 $0 0.00 0.00 0 0% 0 0 TOTAL 5121800 96,2&0.00 0.00 0.00 15,250 74% 33,&50 9,525 SUbmitted By:

*Aftlo)clMO.+e.ly 1'ItI8: Jell'lld RobeIbon :27.2 e"\" ~ $1\.+t4\).,t- '\Ja..\V1e Date is +~ {oS+ o~ +~~ \t~ \..+ f't1-hJffO}, Lq,fY'f$, G/f:<:f/tlC41 AiltlU, Df)C6t\II..ee:h', t'o;t+~(.,fur/, #reA.~;/ fltlJM, fa.I'J (Itt J1'()~A6E ( d- t4bo~ ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 11 REI TERMINATION - THOMAS PITTMAN AND EMAIL ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT A EXHIBIT 11 A WESTON SHARPLESS EMAIL DTD JUNE 7, 2013 • D. . . 1DddiI c~odlnkc:on1~

1IIcnf- f!I&fIy. J_07. 2DU 2:17 PM Rt. . CeIfftDs....

Onltl

DInIII...... I...... ~w:la.·.Celll l1HOI.H.1DW.SUlte MASen!P"!9P' D2'?'P OnJun7.2013.112:J1fM, TbamaS........ <C1!JI&mine~WIDt«

..... . . . . yOUr hIIpClft thltfobin& _lIt_.... tfliIis fD''t'!Il'''OIIIrIlldWIII'I':It be. . .

l . . .lO. . a.... rllbe lhltlllttllere _ ~ca$.

t.taU6l11outtlleCiClftCllllle 11Ie 11""' .."..

C4mptDft HWACIoDft. r..,CiOlrdIlIldS .

wewlJlbe fnco.-..wItt ClJeItalJll people.

TIlDrUI L P/lIIlIlIIt DINdar ofOaIlftnrcllDn. ..... 1IltflIYSrp.

Mo.'" ' ..",." work: (210) J84,5I92 1..,...... cell: (no) 2Q4fIG MIilbIIerpr $1ft AftlOnlo. Tx. mJS

1. Rt.tbl!IltIiih,~- ..

InCOlNafllft........slRB'llftlllYtII........ Ift.... ~ ........ 1M.......M ~-~~~~ ~~-~-~ • 1IobInI8n. . tlllr~" •• ourlnltruc:tlan4HO.YI . . . . . termtnatedSl5-Tott' wlft raun:b... tatabt",,~lonofthe tenr'llMtloft procII$o • 1Ile. . . .JlOtblr... dIItId... II bllfofthtJr. . . . . .WlIuefordle.-;.. prQjId-TomthJnbthltan. .dlhtoftenftlNf.loft RllIIertIcM' _no. .thall . . . . . .ttJarrwortc, · IIDbeI1lIOndia-., .........ICbII"_ on"'- alld~thllr~ TOIn ' . Cblirmwbat ... • wepaW • • • clrawfarWOfttJ*fotmed -lbIftwIJ ...... to dettrnlItIewhatmaney ..., _ .....ldshalld be CNdbd _ _ tIIt IIftGUntdalnllld.. die...

2. eompan,-- , . Qancftte • Wodt. ...-..,Glc,..... _InIllalICII. . . . . .WDl'tdldllCll CIDftfono8 eo _ rtllIIItId IWOItIlrCCWl'ft Cl1Ifndor - NDter 'lIl1ftc1llt .,,,.,.,,... ......ttt Mit........., lIlJIr*or whIthIrftllltllrecMMdtnn SlS'I • ANuntclalmMtCO" ffI ctnIIrs(a~$ls.oao.AlJ)tMt we did N1tAJlllll'CMto_JDKNtIfa apIftIt" aMltrII:t MftGlIJItwhich. . , . . . ". .-Tom wttat_tDtaI IdICNnt of. . . . . dMn 11m ardertlll1dlntlfftMemounr. If.,., wahNllll PlY. s. _ ........a_- • ClaImII far $S4. and $9l7.1O-1IIlClDIdiIW to Tom . . CDftI;traIeto ...

..................._ thetlMI _ _ 11I.'" mI'uI. • Tom _l'lICIiMId carNllllllliillra Pi•••RiIlIffflte.u.rr. .., ...,.", ..

AIIO~IIl'" Glass incll:allna lhIttiley ... .... QIInptOn HVAC- • CIalm fillor' $1O.-.ao.IlIloIh..,.to r_ a PaltbttJIthrl ..for '1ft1lA... the aIlItWlllch dDIIlNlt......toS,PIC-Tom wJI......., .... oI thefln. • lIIItundellir ........ or the relUltol_. 110OI' {aIIfoI.... .

5. ....,of~ . • 1ath1bould to_contnIc:t and68NerY1It «»*rIO the ClDfl'lCtamount wIlIIlh1ho1lld_ 1I'Id- "..... on"""" SS1..-.u ........ClOIIht:tclUft MDrNI. _ -WNle 11_ tJlGa!lllry tMCGftl1'IG...... • ...,1 Tolll1f. . . . . ...-..:h ~oIthe.... tmeltMltM thInIc..- .

T........u......... ftlfaefI. ..... I....... '10181 huaiaD PlaceS1ltte 1_ ••AaIl:lldO.'IX _16 PII-= 210-31+0.11 . . " . 1'wIIt". . .

.. • ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT B EXHmITIIB TOM PITTMAN LTR DTD FEB 17 2013 ,.

'*'-711••• _ . .CInttDI . . . .

'*./-"" DllrMr.GIIIIIe. ... ..,0'......

1_ _ ~sr- .........-- - .., flO (nII4t '1'0". .,.. Gfdlllr

AI,.

CNVWII.. ntol...., IIIII'Il _dllc ~ dII bobat . . . . ., _,....... _ 41 . ...................,• baI&s_f..w 'De c:MU at ..,011 ......,..

WIll lICIt &I d~ 110· .......... "...... pit" • ~ ... dae ID.., ,....fI~ .. tt ................................ Glatlat IlO '-' ~ _ ".11 .....

or_ III

...................................................

GIll................

. . . . . .Gf WI n ' flPlBf'· HIt",.",. . ....... d t ... _ _ lbr Mo' _ . .1... .........,,.,... "* ....... ............................_ ................w: ........11I..........., .,. 11I 11 .... ..,., _ ......

............................... ..... ......... u ...._ ...... ......., ~_....-dllt_~SIS., - ..... ."

. 1R...I1-. ·\~

........................ .... .wIl..... '- ~ .. ..mjll'llltlct" ..,.

•

1'IUtt- ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT C EXHIBIT 11 C S. SCHIFFMAN LTR TO T. PITTMAN DTD FEB 152013 •CONSllUCfION •• s • DEllELOPMENT FabNaIy 15, 2013

Tom.

GI" Abched and . . . . flam each 1Ubwt1llDdor GIld suppler 110 that we ClllVfd pNJICII'8lhfti.... yowlnliUdlonl are1he final iIWai_ GIld IlIlated documtnfa nee...., toete. out our re'atIonsItip wIfI you on 1he Uvalcf, praJed. f had.tMll' acr:ounlng ..........gatber a111he final CIlIII taak a fewadIQ .,IM, CD with S8S, no ~ WGI . . . . . . »have 10IUdrltnlrd- out thw , . . "011... elcpmenl.

Sonrthat It

HI mwntaned ~ ovrlCllf meeIl,. I am ~ lhatour ~p ended in the mannerln which It did. WIlla we GCl:l8pIed tha dlClIlenae to deal wIIh 1M WIIoul inVaI¥ed and to mClnClG' . .ClftIlolnadllllrln ~ WI CltSBS abdDUIIy del nat "-'Yt¥III chIIonI or the "0111 tI .

_Iv ~ tQ Q:IIft_ 1he'" Mr. LewiI. F01'tIIat. Ipel8)naIy apolagIa and hapll that you _ _ ihiIt_ did .,..". <IWJ.... all CIIIIgned tD UL • Jade and ,. . . " SB5 wJIJ caopenIIe" you ilroughoutthe ffnGJ . . of Ihlt ~ w. hawt caW upon our~" the~~ond IIIIIJPIleo 10 amtc;ablyGl_ aut their conIral:If Oft IhiI' pIIlJIct wilt II'IWma1 addfIIonoJ QIIfI, ThII MIl in no ... pent occomplllhed butfot rout' .....nWan . . ~... woufcI ba ill'" cam a trMtt lIlCIllMl'. • '" ocfcIIalt jl) " - tInal ~ forpayft\8lt and WI hctie pnIflCIlIId a NCGp cI the ses...t outIIclndlng GftIOQIlIIoue to. ~ a IlItci all..,~ so fWWOU" CDdIr:rct Gftl' of ""'''II' them in tile ~ yeti ..... to contfnueio ulIllIII1heir pIDdutM «1iM_ Upon tnaI pcIWIMIIt fa 585, WII will fmmecIIaIcty pay all 0lIIllI0ndIng ~dMIopmlJt.

N we . . daIa aut" fob emt. Clnthe ....

'*- CCIIIIlJd'm. C1f21o.319-7108 shoIIId,ou "-GIll' quIIdonI on. the Inbm.aIIon indlldtd.

Sill", SelIld Building _ _ Inc. " ~~;~.

17lbnic loop Id., . . . .~ 'IX 78006 ..,.1... ..... Ii "- 1IO.981.!108

." ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT D EXHmIT lID WEIGAND, BACA, PITTMAN EMAILS DTD MAR 142013 .......

1M.: .- Tc TOIfI WIIgnl '11JundQ. Mwdt l4. 20131&.48 AM I(rfdIfte ~~ Pittllllll lIE: Nolfclt offment.. Fu. LlIII • Lea. CentlDs HIngIr

Tony -0 .

From: 1frIstkle...

S8I'It: T.......,. March IA, 2013 N1 AM To: TOIl'( W~ 'ItliDJIIlIS ,Jttnlolft SUlljact: NDtIce oflnNnt til file Uen -1.01 CerrItDs ~

._on.

AttachId II. Vtn notfce fIom Robet1Ian IIectrk. Inc. work IAII C--.s HI,.,pmjet.

Ther.... cfUn~ 5eIat JuIIdIrw svwcems _ tINr,. • • • for PIeIse lit melrnowwll8t IW would DIre ,..todO with this.

-orlJlntl - FJom:.-, "MI [aw!!tn=erne=t2'P'."'r&9f!!l Sent: l1MndII~ MItch 14,'" 1:11 ", To:lCrIsr.....

SUbject:""" him •. . . . .avtn· t11II6omIII WIt" flam ~ "II"' (C9145A).

Stan Delr. 0I.1o\.2OUCI!l:SD:5I 1.otooJ Qt.lerfelro:17 r ................

I ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT E EXHIBIT 11 E DANIEL BODIEITHOMAS PITTMAN EMAILS DTD JUNE 7 2013

c • mnq DMIe1 BoddIe "'dlnillbObodInIIc.CDm» SIlunIlIr. June oe, 101311:38 PM 111_"" Il& lm CMitDs UIns

. . . ._11111 .... myCllJlltlll8lD bllawklltED. I wi. . vou numberS Iortlle lIIIctrtCIJ.ad CIOllChIClIlIla ClIIiftIpIeCII . . . . .lDry.,r use.

............ Dli ThIs may CllIrIbIIIt ClOJlIIdentr...lftmloltlOll.If lcnotlIandIdfor yu,yoll _ _ or nIornl8don ~ It. 1f¥Otll'lllDllulddtll lI'IllIlW. . . naarr IS ~ .,..,. ...........

. ' ...............C8¥'. . . . . . . .C"P . . ." . .June 1, 2lU8i:J7 PM To:DlnleIIlclddte . . . . . . . . . . ..,.. ...,.. FW:LcIIC'IIn'bI LJenI ,..."yourllt"OII.... ~ .....IIt ... _*IIt_·_raur...........IIIId_...... tD...... , ..............ofdlt thlrlllft ,..,.....campr.reflamC. So ( lMICIIk. . theCOllCllle ".-.e '...flWIIIt..............

CDmpCIlnW-.:laoklt""_ ........ we..... In..-.:t.........- people.

1......"' _ _ _.f ..

OIrecb'ofCalllhuctfDn.. .' . . . . . . warfI: (2101"582 ..: 1210).·. .

1GOI1.......ltIIHqIr 11m MIDI*:\,Ta. 'JI2l1i - FNtInWeatoa....... ·wtrrts - ... . " " I i , 7 JUft 2013 S2:!8:11 -osoo ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 12 LOSCERmTOSHANGAR MEETING Meeting Minutes ., LOS CERRITOS: HANGAR MEETING Date: FEBRUARY 5, 2013 Time: 2:00 P~I .

PLACE: GCC OFFICES MEETING CALLED BY: TOM IN ATTENDANCE: STEVE, JACK, KYLE, JOHN, TOl-l ,

TP: BRIEFLY. MET WITH ROD. HE WANTS TO TERMINATE THE CONTRACT. SO, HE WANTS TO FIND OUT WHERE YOURE AT, MAKE AS AMIABLE AS POSSIBLE. I KNOW YOU HAVE ADDITIONAL MATERIAL NEED TO BE PAID FOR. WE'LL PAY YOUR FEE THAT YOU'RE DUE. AS SOON AS POSSIBLE. HE CAME OUT YESTERDAY. DID YOU SEE HIM?

KYLE: NODS.

TOM: FELT THAT WE GAVE EVERY CHA~CE. ~OT OF ,DELA~S. .

STEVE: OKAY. WE'RE DISAPPOINTED. :WE UNDERSTAND :PART. O'IT;:~ TOM: DISAPPOINTED TOO. WE HAVE TO MOVE FORWARD. WE ALL KNEW WHAT KIND OF CLIENT WE HAD. WE NEED TO MAKE SOMETHING HAPPEN, JOHN: WE'RE NEXT.

STEVE: WE DON'T WISH THAT. WE WOULD LIK~'.RQ<~PJt'I'l~QJ):.;fj\J?RJ):~L., .

PROC.ESS, J;.I~E TO KNOW WflA.T IT ,WOULD BE. (NOT S:ll}E~THE~:It;{3r,rS±qEPF'~~Sj !'CONS'!'RUCTIQN FOR MANY' REASONS ,'; TOM: DON'T WANT TO MAKE THIS A REAL PUBLIC THING. KEEP IT ON THE DOWN LOW FOR BOTH OF US. TOO LATE TO APPEAL, STEVE: HAVE TO ASK, TOM: WOULD HAVE ASKED THE SAME THING. NO UNCERTAIN TERMS THIS MORNING WITH ROD. IF WE CAN, LET'S FIND OUT WHERE WE ARE, ANYTHING OUTSTANDING. ALL BILLS THAT YOU'RE OWED. ALL PAYMENTS THAT YOU'RE OWED.

JACK: SOME ISSUE WITH WHAT WE'VE DONE NOT IN CONTRACT. CHANGE ORDER.

TP: NOT BE A PROBLEM. WWANT TO PROTECT YOU ON THIS.

STEVE: WE WANT TO BE FAIR TOO.

TONY: SORRY I'M LATE.

TOM: JUST INFORMED THAT WE'RE TERMINATING AND THAT WE'RE GOING TO BE FAIR. TWO OUTSTANDING DRAWS AND CHANGE ORDERS NOT PROCESSED. WILL GET PROCESSED AND PAID. TRY TO WORK WITH WHOMEVER YOU HAVE CONTRACT WITH IF THEY WANT TO CONTINUE OR IF THEY WANT TO LEAVE.

STEVE: WE'LL BE GLAD TO FORWARD THEIR CONTRACTS TO SEE SCOPE OF WORK AND WHAT FINANCIAL OBLIGATIONS ARE.

TOM: I'D LIKE TO SEE THAT. I GUESS WE BOTH OF SOME HOMEWORK TO DO, BUT TO CONTINUE WITH MEETING IS MOOT.

L .J EXHIBIT 48 r·· STEVE: DO WE DEAL DIRECTLY WITH YOU? ., TOM: CONFIRMS.

STEVE: MAY TAKE TIME TO FIGURE OUT WHERE WE ARE WITH SUBCONTRACTORS.

NEGOTIATION SOMETHING OUT WITH THEM UNLESS YOU'RE GOING TO CONTINUE.

CONTINUE WITH CONTRACTS WOULD BE LESS PROBLEMS BECAUSE WE WOULDN'T HAVE TO DEAL WITH THEM ON FINANCIAL PROCESS.

TOM: BEEN THROUGH IT BEFORE. i." ..', .

~§f'1!!X'J3':.WI%~~V~:R,!'I~YE.:t~:4~~EARS OF CONSTRUCTION. :.:r.VISITEI? "loe) (XIl:S',J.'E:R:Q~¥~NPIUNDERS'J.!N'1D.j WE . ~~E YP ,FRONT, '. ,J!9~THRIGHT PEOPLE. iRA!?.' SOME' ·?RQBLEM~. 'WE AR$TRuL'liSqRRYAB9.uT t·T.)

TOM: WE ARE TOO. NOT A WIN-WIN SCENARIO FOR ANYONE. WE'VE GOT TO MAINTAIN A CERTAIN PROCESS AND A CERTAIN QUALITY FOR ROD, AND HE WANTS TO CHANGE. SO WE'RE GOING TO MAKE A CHANGE. IF YOU COULD GET WITH ME ON THAT AS SOON AS POSSIBLE. WE'LL GET PAYMENT DONE AS SOON AS POSSIBLE.

STEVE: CAN WE SIGN RELEASES?

TOM: ABSOLUTELY. CONTRACTUALLY, WE DON'T HAVE TO PAY YOU UNTIL PROJECT IS FINISHED. WE AREN'T GOING TO DO THAT. WE DON'T FEEL LIKE THAT IS A GOOD BUSINESS DECISION FOR EITHER OF US. I DON'T WANT TO START POSTURING ONE WAY OR THE OTHER. FINISH IT IN A BUSINESS-LIKE MANNER.

STEVE: WE ARE CAPABLE OF DOING THAT. I'LL LET DAVE MORGAN TAKE IT FROM HERE SINCE HE HANDLES THAT END OF OUR HOUSE.

TONY: WE'LL NEED COMPLETE ACCOUNTING OF ANY MATERIALS FOR THE JOB.

TOM: TALKED ABOUT THAT.

STEVE: WE CAN GET YOU THAT.

JACK: WE CAN WORK THROUGH THAT.

JOHN: DID YOU GET CONFIRMATION FROM SHELTE ON COLUMNS?

KYLE: HAVE ON SITE BY FRIDAY.

JOHN: THE PROCESS THAT WILL START TO BUTTON THAT UP.

KYLE: UVALDE CONCRETE BATCH PLANT IS STILL DOWN. OPEN NEXT WEEK. NO GUARAN~EE.

TONY: IS THAT PART OF PROBLEM?

KYLE: ONE OF SEVERAL DIFFERENT THINGS. CAN'T DO FOOTINGS, RAMP.

THEY'RE ONLY GAME IN TOWN.

JOHN: ONLY CONCRETE FOR MILES.

JACK: ONLY ONE THAT CAN POUR THE JOB. WE WERE THEIR BIGGEST POUR.

JGA: 300 YARDS?

JACK: 400.

STEVE: ON FAIR BASIS, CONTINUE TO GIVE ALL INFO YOU NEED FOR ANYTHING IN FUTURE.

TONY: WHAT DID YOU DECIDE ON INTERIM? WORK WITH THEM?

TOM: DON'T SEE ANY BENEFIT IN THAT TONY. I THINK WE'RE AT A POINT WHERE WE CAN MAKE CLEAN SPLIT. WE NEED TO DO DAMAGE CONTROL AND SEE WHO/WHAT'S GOING TO HAPPEN. WE'LL FIGURE IT OUT. THAT'S IT.

###

L EXHIBIT 48 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHXBIT13 REI PICTURES OF SITE ON TERMINATION DATE 1-24-2013 ~E'1 lUaQ.~ ,1\ plr-.<.e - C~,~\ h".I~J fW \'r)l.:-\.s, f'P~,e w~"J - - -

- ~I ~O~ CO"..t.. I,+1u I.'. f't. I Me.... ,..,'1 a.Ho(l f'$ -- S(~ r'''''~- 0..... H\.

Yl y ,.,.. :.~ "')i . - '- - -

HPJ ( ( ( ) ( ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 14 REI PICTURES OF CMU BLOCK WALLS AND BOXES ON TERMINATION DATE 1-24-2013 --

--

'- )

.. -~ - .. ~ ""r." ........ ~I,._. ) ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT / I -- \,

EXHIBIT 15 SBS-TRI-BAR CONTRACT . . AlA Document A102 i '- 2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is the Cost of the Work Plus a Fee with a Guaranteed Maximum Price AGREEMENT made as oftheSeveoteenlh day ofMay in tbeyear Two tho\isand Twelve (Ill words, ilidica/e d(l)', 111011/11 alldyem:) . ADDITiONS AND DELETIONS: the aUlhor of this d.Oqumenthas BETWEEN Ihe O\Vi1er: addedlnfoimailon needed for Its (Name, legal sta/l/S, addiess and other ;,ifol'ma/ioll) complellon. The author may al$o have revised Ille text of the original Tri-Bar Ranch Company, Ltd. AlA $Iandard fl,lrm. An Adrji/ionll and 10101 Reunion Place, Sle. 1000 Deletions Report that i1olesadd~d Slln Antonio, TX 78216 Information a$ weH as revisions 10 the TelephQue Number: 21O-J84-5892 1Ilandl!rd form text Is avallab1efro.m Fax NUIl1i>er: 210-375-0823 lheaulhor and shouldlje reviewed. A vertical line In Ihe left margIn of Ihis and the Contractor: qogl!lTient indlc;lI.E!S wherelheauthoi (Name, legals/a/lis, address and other ilifol'matioll) has added neCelIsary informallOJ;l an(l Where the authOr has ad.ded 10 or pavi~ L. Mo.rgan,SeleCl Building Systen1s, Inc. deleted from the original AlA lext.

17 ScenicLoop Rd. Thlsdoeument has li]1portant legal Boerne, TX 78006 consequences. Consu.ltl!lion With lIn Telepbone Number: 830-981"5929 attorney]s enco\Jraged with respecl Fax Number: 8.3()~98.-5~08 . tolls cOll1plelfcm (ir mOdification. () for the fQUQwing Pri)ject: (Name, loc"tiM alld detailed des.criPlioll) This dOcument.is not.lntend.ed for Use lilc()mpel.ltlve bidding.

AlA DdCumentA201T1~~2007.

Los Cerritos Hanger General Condilions of the contract County Road41(i for Conlllwctlon, Is. adopted In Illls Vvalde,TX doculTientby referenCe;. po riol us.e i2,800 SFJJanger with il Ia,OOl) SF adjacent taxiway wilh other gener<ll cOMilions unless this doc;:umeiliis modified.

The Architect: (!fame, legal s/atlls,address lII1d o/lIel'ilifo1'mafioJl) John Grable, FAIA, Jolm Grable Architects, Inc. Au~tinJ:Ugh\vay San Anlonio, l'X18209 Telephone Nuinber: 210-820-3332 Fax Number: 110-820..3334 The Owiler and C;onlr;tctoragree as follows.

AlA Document A102 TJl ...·20o7 C'QrmerJy MI1 m ",1997). COpyright@t920. 1925. 1951.1958. 1961. 111ll3, 1967.1974, 19780'1987. 1997 arid ~007 byThe !!lIt•. America.nrn~liIul'il of A(chit~ct~.iAJ' rl9htsre~elVe.d. ~ARNI!'J(hJhI$ AlA¥; Pl>c\ltnelil rSpr91f!litedbyu.$.Copyrlgllllaw arid hiteniaUpnill Treatles. \,IilaillliOrlzed"!produciloii at dlslflbulkliiOUllls ~AeDoCUii1eHt,or any poitlonofl~ may,,qult in severe civil and llr.Jml!lill penilltles, lind wlU ba 1 I prose.cl1ted 10 thetllaJdmum·eltte.nt PlllOslb.le iJnder the l;nv. "fhis.dcx:.umilnlwas ·produced by AIAsOftl'lare at 16:37:16. on 05/181201·2 uncler Order N().34t716Q119~1 Which~xpJre~ Cln Q5ili/~013;·and is nol (I>rres:alll. . . . ..

User.Nliles: (143243S11i7) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF nilS CONTRACT 3 RELATIONSHIP OF THE PARTIES 4 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 5 CONTRACT SUM 6 CHANGES IN THE WORK 7 COSTS TO BE REIMBURSED 8 COSTS NOT TO BE REIMBURSED 9 DISCOUNTS, REBATES AND REFUNDS 10 SUBCONTRACTS AND OTHER AGREEMENTS 11 ACCOUNTING RECORDS 12 PAYMENTS 13 DISPUTE RESOLUTION C~) 14 TERMINATION OR SUSpENSiON 15 MISCELLANEOUS PROVISIONS 16 ENUMERATION OF CONTRACt DOCUMENTS 17 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist ofthis Agreement, Conditions ofthe Contract (General, Supplementary-and .other Conditions), Drawings, Specifications, Addenda issuedpriorto executioil ofthis Agreement, other documents listed in this Agreement and Modifications issued after execution ofthis A~re!lment, aU of which form the Contract, and are as fully a pari ofthe Co.ntract as if attached to this Agreement or repe;lted herein. 11le Contract represents the entire aild integrated agreement between the parties hereto and lIupersedes prior negotil.\tiolls, representations or agreements, either written or oral. tf~ything in1heother Contract Dqcumeilt~, other than a Modification, is inconsistent with lhis Agreement, this Agreenientshall govern.

ARTICLE 2 THE WORK OF THIS CONTRACT _ The Contractor shall fillly exectite the Workdes(:ribed ill the Contract Documents, except as specifically indicated in the COlltract D~ument~ t9 be the responsibility of others, .

ARTICLE 3 RELATIONSHIP OF THE PARTIES TIle Contractor accepts the relationshipoftrust and confidence established by this Agreement and covenant~ with the Owner to cooperate with the Architectand exercise the Contractor's skill and jUdgment in furthering theillterests of the Owner; to filrnish efficient business administr!.\tioIi and supervision;. to fiJrnish at aU times an adequateslipply ·ot' workers an~ mat¢r1als; anti to perform the Work in ane"p'editid(~sand ecoIiQlltical manner consistent with the Owner's interests. The Owner agrees to furnish and appr9veiin ~ timc!Yl1lanner, blfonllatjon req(lired by theContractorliud to mllke payments to the COiltrllctor inllccordailce ,viththe requirements ofthe CQntract DOClllllellt!;, AlA Ooellll1~1!1 M02 no ..; 2007 (rormerlS' Ai11 no", 1997).Cojiyi:ighl~1920; 1925. 1951.1956, 1961, t963; 1967. 1974. 1978; 1987, 1997 ancl2007 by The hilt. Amerle.an Ins.~luteDf.Archil!!Cls.A!1'1!1hts reserved.WAR~lNq: 1I!is A.lfI,~ OOllull1elll.ls ilroteQlei! by' lJ.S. Cilpyrllilill.aw and Inlernational Trealles, Ui1alit!1orized rejirodlittlc;n Dr dfstTlliytfon bt llill;A1Ae IiQciilllent, Of any portion of ft:.lIlay re.sulll.n seveJl~ !llvn ~nd crilllln.al penallies, and will be .proslll:uted 10 the maximum extent pos$lble under the law: Jhls,dQl:uriliml was· piildileed by AlA-sOftWaie a"16:37:16'on 05/1812012 uncler qrder No.~4n160111'-1which exPfres on 05/1.7120.13. end I.s not for res.sllt User Notes: (1432439157) TR_00199 All work shall beperforJ11edbyC<:lIltractoi' a~ail indepejldenl contractor aild J10tils an agent, employee or partner of Owner. Any instI'uctionordirection by Owner with respect to the Work shall ,*4eeliled tOJelate to the results tire Owner desires to obtain 'from the Work, and shall in 110\Vay affect Contractor's starns asan iildepelldelltc,ontra'ctgr as described herein.

ARTICLE 4 DATE OF CQMMENCEMENT ,AND SUBSTANTIAL COMPLETION § 4.1 The date ofcommen,cement of the Work shallb,e the date of this Agreement mlless a differellt date is, stated below orprovisioll is Dl,ade for the date to be fixed in a notice to proceed issued by the OWner; (Insert the datedJcommencement, ifit dffJersfi'om the date ojl/lis Agl'eelllellt (jJ~ ifapplicable, siale thai the date wi(! beji.wdill a notice to proceed)

If, prior to col1lntenCeilleilt ofthe Work, the OWner requires tinle to filt; l)lortgagesand other security interests, the Owner's tillle require1nent shall be as follows: ., N/A § 4.2 TheContrllctTimesh,all be measured from the date ofcommencelllenl.

§ 4~3 The ContractorsbaUac:hieve Substantitll COinpletion of the entire WQrknpt tater than ( ) days from the date ofcommencement, or as follows: CONTRACTTIME: Contractor shall at all times diligently, contilluolisly arid witl,l aUpossibhnpeed prosecute the Work in accordance with the General Conditions,and consistent with approved constn,lction practices, so as to achieve Final Completion ofthe Work on or before the 7th day of December, 20L2.

The period selected above shall constitute the "Contract Time" for !Ius Agreement. CQlltrqt:tQr ac:kllowlel1g~s "lid agrees '"ilt time (s oftI,e ~s$e!lee il1tllepeifol'mllllee ofColltrm:t(i,.,~ ""tie.s muler '1IisAgt~eJl1el1ti (lIIsert lIumber oJcalendar days. Altematil'el)., a CaleJldardat'tHliay be us.edwheli coijrdinated with the date. of commencement.IJappropriate, il/sert requirementsJorear/ier Substtmtial COillpletitm djce/1aill portions of/lie Work.)

The ContractocshaU achi,eve SlIb~tantial Completib,n of the entire WClrk not hiler thanDecember 07, 2012.

Portion of Work Substantial Completlcm <late N/A N/A ' , subject ti? adjustments of this ContraCt Time gs provided in theContrllct Documents, (Illsertprovisiolls, if Gl1y,jorliqilidated damages j'elatillgtoJailureto achieve Substantial Completion oli time, ol'Jor bonus paymelltsfor early completion oj the WOI*.)

NONE ARTICLE 5 CONTRACT SUM § 5.1 tn return for the Iimelyand Pf()perpetfor1llaIlce ofthe Work in tltt::, manner reqtlired by tbe Contract ~OCtlme'lts, the Owner shaUpay the Contractdr the Contract Sum In current funds for the COl1tractor'sper(ormance of the Contract. The Contract Sum is theCostofthe Work as defined in Article 7plus the Contractor's Fee.

§ 5.1.1 The Contractor's Fee: (State 0 IUmpsulII, percentage ofC:Q.st of tile Work 01', otllerprovisiollJor d¢termilling the COlltractor's Fee.)

Eight Percent (8%) § 5.1.2,Tbe method ofadjustment ofthe Contractor's'Pee for changes in tbe Work: Changes in tIle Scope ofWol'kshallincludea feeof8%..

AlA Do~ul11e!1tM02'" -2007 (formerlY 1I1#m ,..1$$7). CQPi'Oghl ¢' 1920,1925.1951. 195~.1961. 1963.1967. 1974,'1978.1987.1997 aild2007 by The Inll. Am~rlcan Insiil~l~ I?f l\r~hitecl~. AJII'I!l~lS, ~es,!lryel!. Jl'!ARN'tl~; ,This AlA,"_Documen. !~ prot:e!=te",by:U.S. ClilpyrjlJN Law and InliJmalronal Tre,aUes.

Unalltllolized reproductlon ordlslribul!on, ofl!:lls /JolA" Jl()clllI)!lnt,orilllY porllon ofltimayresullll1se",e~cIYUallll criminal penlliUBs,andwill be 3 prgsecuted to the maximum extli\ntp9ss1iJle under the law, This dcicumenhvas:prodUi:e<! by AIA sofIWare at 16:3.7:16 on 0511 Bt2o'12,under Order No.3477169119_1 whic!) expire/> pn 95/'7'i2013,and is'nolfor resele. ' , UsiitNotes: ' (14324$9157) § 5;1.3 Liiltitations~ ifany, on a Subcontractor's 9v~rh~ad ~d profit (or increase$ in the cost ofits portion ofthe Work:

§ 5.1.4 Rental rates for CQntractor-owned equipment shall not exceed Zero percent (0.00 %)of'the standard rate paid at the place oftlte Project.

§ 5.1.5 Unit prices, ifany: ' (ldelltijj' alldstate the Ullit price; state the C]1l11l/tity/il1litatioIlS, ifany, to which tlu~ I/Ilit pi'ice will be applica/}/e.)

Item Units and Limitations Price Per Unit ($0.00) N/A N/A N/A § 5.2 GUARANTEED MAXIMUM PRICE § 5.2.1 The Contract Suilt is gllaranteed by the COntractor n!;>t to exceed One Million Two Hundred Twenty-six: Thousand Se.venty-four Dollarsalld Zero Cents ($ 1,226,074.00 ), subject to additiqns and deductions by Change Order as provided in the Contract Documents. Such maximum smn is referred to iii theCoutract DoCuments as the Guaranteed MaxilllumPrice. Costs which would causetheOuarauteed MaximumPrice to be exceeded shall be paid by the contra¢tor witbout rehnbursement by the Owiler. (Illsert specific provisiolls ifthe COl/tractor is to participat'# ill (l/!)1 s{l\'ill~s.)

Savings shall be split 70% to the Owner and 30% to the Contractor.

§ 5.2.2 TIle OuarallteedMaxUnulll Price is based on the following alternates, ifany, which are described hI the Coutract Doculileuts and are hereby accept¢d by tbe Owner: (State the nl/1l1bers 01' ot/ler idi!1itijicatioll ofoccept¢(/ ci/temates. If 1)iddillg orpropQsa/ doqlll1lell/s pen1/it the OWller to accept otiter altei',iates si,bseqmmt to tlTetp:ecutioli o/t"i~ 4gl'€?I~mel1t, attach a schedl//(! pJsl/chother a/temcites showillg the amoullt/or each and the date when tlie 01110;111/ expires.)

TIle following Alternat~$ have NQT!>een accepted at the time ofth~ execution ofthis Contract and are therefore NOT included in the Guaranteed Maximtllll Price: Alternate I: Additi(;mal ~jte Paving j)f7,352 sf(including 8% reel = $33,0{8.00 Alternate 2: tJseofply boo dex deckillg in Iieuofcedarpliulkihg (inchidulg 8% fee) =$~6,466.00 § 5.2.3 Allowances included in the Guar.anteed Maximum Price,ifany: (Idelltifyallowallce alld state exclusiolls, ifOIQ', from thealloll'allce plice.)

Item Price NONE N/A § 5;2.4 ASSUrilptiOUS, ifany, 011 which theG1J~raJiteed MaximlllnPrice is base<l: Site Work By Owner Utility, Permit and other related Fees are excluded.

Architecturalahd ErigineerulgFees are excl.uded.

Secudty ACcess Systems, Excavation ~ Grading, Testing &. Laboratories are. By Owner.

LartdsciipillgatidIrrigatic;>Jl are excluded. . .

Gas Service to the building is excluded.

Fire Sprinkier System is excluded.

Smoke Detection and Fire Alarm are excluded.

§5.2.5To the extent that the Drawings and Specifications are anticipated to require fhrther development by the Architect, the Corttr.actCir bas provided ip tbe G\larailteed MaxiIilwll Price forsucbfurther dev.elopment consistent with the Contract Docul)leilts and reasonably inferabletherelh>!il. StIch fltrtlu~r deveJ6Pmel1t does not incIu.de sm:h things as changes in scoj)e, syst'el11S, kinds and quaIityofnlli.terials, finishe$o!, ¢qujPJiJ,el'lt,itll of which, ifrequirt:d, shall be illcorporatedby Change Order.

AlA l;Iocum,nl A102'" .;..2007 (fonne.rIY MH .... -19971~ [email protected].. 1951. 1958. 1961, tS63, 1967.1974; 1978. 198t; 1~97 and 2007 by The Iiilt. Ameri~all fnstjlullC! 0; Nc!Jiter;ts, A1.lrlghlsreserved.V'/AR~!!'I(>: This. A1"'~ IJoc4menJ'is PI'C!I!!tI-a IlYU.S~ Copyrlghl Law and IHteilllitliiiial Treaties. ' Unaulliorized reproduction of,(llstHbuil!m.oftllili' AiA'1JOocument'Clr any po.rtio~ (If.lt,may I'tisult ./n ~&v(lre clvi1alld c:rimil)!li p~nallliis.)3ri<l""l1J be 4 proseculedtoth!lmaxiinum extent post,llile ullder the law. Thls;documenl Was prOduclKfby AlA soflware aI16:;l1:16 on 0511812012 under Qrder No.3417.160'119_1 whichlilxplres 00 05/17/2013. a'rid:is nOI fonesal~.

Ulier Notes: Li""""~~··-' ARTICLE. 6 CHANGES IN THE WORK § 6.1 Adjustmeilts to the GLiaranteed MaxinlLUll Price on acc()l1l1t Of' change's In the Wqrkmaybe detenl1inedby any of the methods listed in Section 7.3;3 ofAlA Document A201-2007, General Conditions 9fthe Contract for Construction.

§ 6.2Jn calcLiiatingadjustll1ents tosLlbcc)I1tracts (except those awarded with the Owner's prior consent 011 the basis of cost plus a fee), the terms "(:o:5t" aild "fee" as used in Section 7.3.3.3 ofAIA Oocumtlnt A201-2007 and the teml "costs" as used in SectiO!11.3.7ofAlA DOCllmeilt A201-2007 shaH have tile meaningsassigJied to them in AlA Document.A20 1-2007 and shall not be modified by Articles 5, 7 8nd8 ofthis Agreentent. AdjuSll11tlllts to subcontracts awarded with the Owner's prior consent on the basis of cost plus a fee~haU be calculated in accordance with the terms ofthose subcontracts, .

§ 6.3 In calculating adjLlstments to the GlIarantetld Maximum Price, the tenns "cost" and "costs" as used in the above-referenced prQvisions of Ail\. Document A201-2007 shall mean the Cost ofthe Work as·defined in Article 7 of this Agreement and the term "fee" shall mean the Contractor's.Fee as de'fiued in Section 5.1.1 of this Agretlment.

§ 6.4 Ifllo specific provision is made in Article 5 for adjListmellt of'the c;ontractor's Fee in the case of changes in the Work, or ifthe extent ofsuch changes is such, in the. aggregate, that application ofthe adjustiilent provisil?llS of'Article will ciLusesubstantiaI inequity to the Owner or Contractor, the Contractor's Fee shall be equitably adjlisted on the same basis that was used to establish the Fee for the original Work, and the Guarantetld Maxill1umPdce shall be adjlls~edaccordingly.

ARTICLE 7 COSTS TO BI: REIMSURSED §7.1 COST OF THE WORK § 7.1.1111e.term Cqst ofthe Work shall meaucasts uecessarily incurred by the Contractor in the proper performance ofthe Work. Such cQsfs shall be fit rates not higher than. thestimdard paid at the place afthe Project except with prior consent ofthe Owner. The Cost ofthe Work shall inchlde (;lilly tile items setforth in this Article 7.

C~) § 7.1.2 Where any cost is subject to the Owner'sprior approval, the Contractor shall QbtaiJi this approvaL prior to incurring the cost. 111eparties shall endeavor to identifY 8nysuch costs prior to executing this Agreenleilt.

§ 7.2 LABOR COSTS § 7.2.1 Wages ()fc(lIl,structionworkers directly employed by the Contl'actor to pertbrm the construction ofthe Work at the site or, with the Owner's prior approval, at off-site worf{ghbps.

§ 7.2.2 Wages or salaries oftheCoutractor'ssupervisory and administrative persOlmel \vhen statiol1~d at the site with the Owner's prior approval. . (lfil is intended Ihat Ihe wages or salal'ie~ o/cerlain persqmle} stqtiolled<lithe COl/traclor's pril/cipal or other offices shall he included il/lhe Cost ofthe Woik; idellt(fj' ill Article 1S, the persol/I/ello he il/cluded. whe/hi!rfor all 01'(111)' prot oftheir lime. alld Ihe rates tit which their Iblle will he cl1lJrged to·'he Wotk.)

§ 7.2,3 Wages and salaries ofthe Coutractor's:supervisory or administrative perso11l1el engaged at factori¢s.; workshops or on the road, ill expeditillg the production or transportation of materials. or equipment required for the Work. but only for th!!t portion oftbeittime required fQr the Work.

§ 7.2.4 Costs paid or incurred by the ContractQr for ta.~~; jnSllranCe, contributions, a$sessments I:\I1dbenefits requited by law or collective bargaining agreements and, for persannel notcovered by such agreements, cLislqmlli"Y beucfits such as sick leave, medical and health benefits, holidays, vacations and pensions, provided slwh costs are based On wagtls a.ndsalaries inclUded in the Cost of the Work under Sections 7.2.1 through 7.23.

§ 7.2.5 aomises, profit sharing, incentivecQmpensation and ~y other discretiQllarypayments paid to anyone hired by the Contractor or paid to any SubcoJ1tractor or vendor, with the Owner's prior approval.

§ 7.3 SUBCONTRACT COSTS Payments l11!!de by the Contractor to Sllbcolltractor:;ill accordance with the requirements of the subcontraets.

AlA POCU(l'ler,t A1Q2"" - 2007 (formedy A111''' -1SS7).COpYrighL~1920; 1925,195·1.1958; 1961, 1963, 1967, 1974, 1978,1I1il7;j9~7ai1d20i:)'tbY ihe Inlt; AmeriC;8.n InSlilUle. OfAr."~. fIllet.s. Al.Jil9..hl.s r.es",. rI.!!d•. W ..A!lrI.INC>: T/1!.l! AIA$..po.c.l!m..0.nl.:15...prQI~cti.ell]).y.. . 'S'. co.p.y.ri.9.hl.. U.w4.n.d. hltlii'hall.o."n.31...Trealies. . 5 UilaulhoritedreproilucUbil odllstijbuUon ofllils AlA'" OQcument, ~rimy pQrlionQf ii, may resultlns~vereclvIl anc;llirlIll1i1al pena lIe$, aild will be u.

pr~8J:utedtQ t"e maximum extent possible under the law.·Thisdoeume.nLwas prOduced Iiy AlA sofLYiareaI16:37:16 Qn 05/181201? und.!::r ()rder Nq.34'171li0119.J which expires on 11511712013. and Is no.1 for resale. .

Us!!r N.otes: (143243$157) § 7.4 CQSTS OF MATERIALS AND EQUIPMENT INCORPORATED IN THE COMPLETED CONSTRUCTION § 7.4.1 CQsts, includingtranspoftlitioillind stQfage, oftna~¢rials and equipnwnt incQrporl\ted or to be incorporated in the completed constrllction.

§ 7.4.2 Costs ofniaterials described in the ,precedin~ Section 7.4.1 ill excess ofthose actually installed to aIl9\" fQr reasonable wallIe and spoilage. Ullusede)\:cess materials, ifany, shall become the Owner's property at the completion ofthe Work or, !It the OWner's option, shaH be s,oldby the Contnwlor. AllY amounts realized from such sales shall be credited to tlte Owner as a de.duction from.the CQst of the Work.

§ 7.5 COSTS OF OTHER MATERIALS AND EQUipMENT, TEMPORA~Y FACILITIES AND RELATED ITEIVIS § 7.5.1 Costs oftransportation, storage, installation, maintenance, dismantling and removal of materials, supplies, temporary facilities,machinery, equipment and hand tools not customarily owned by constructioil \Yorkers that lU:'e provided by theContractQr at the site and fully consumed in the performance ofthe Work. Costs ofmaterials, supplies, temporary facilities, machinery,equipmeilt and tQQls that are not fidlyconsumed shall be based on the cost or value of the item at the time it is first used on the Project site less the value ofthe item \vhen it is no longer used at the Project site. Costs fur items not fillly consumed by theContractorshllll mean fair !ilarket value.

§, 7.5.2 Rental charges for temporary facilities, machinery, equipment and hand tools not customar.ily O\VJle<;l b.y construction workers that are provided by the Contractor at the site and costs oftransportation, installation, minor repairs, dismantling and removal. TIle total rental cQSt Qfuny Contractor-owned item may not exceed the purchase price ofany c<:unparableiteln. Rates Qf COiltractQr-owned equipnwnt and quantities ofequipment shall be subje,ct to the Owner'spripr approval.

§ 7.5.3 Costs of removal ofdebtis from the site ofthe Work and its proper and legal dispOSal.

§7.5.4 Costs Qf dQcument reproductions, facsimile transmis.sions and long"distance telephone caUs, postage and parcel delivery charges, telephone service at the site and reasonab.le petty cash expense$ oflhe site office.

§ 7.5.5 Costs otmateri.als and equipnlent sttitably stored offthe ~jte at a mutually acceptable location, subjeclto the Owner's prior approval.

§ 7.6 MISCELLANEOUS COSTS § 7.6.1 Pi'emiumsfor that porfiOilofillsurance and bonds required by the Contract Documents thatcanbe.directly attributed to this C<lIltra¢1. Self-¥1surailce for either :filll.or p~rtial amQuntsofthe coverag~required by tlu: Contract Documents, with the Owner's prior ~pproval.

§ 7.6.2 Sales, lise or similar taxes imposed bya governmental authority that are related to the Work and for whi¢h the Contractor is liable.

§ 7.6.3 Fees and assessments for the building permit and for other permits, licell$es and inspections for which the Contractor is reqllired by the Contr~¢t DOc.lJincllts to pay. .

§ 7.6.4Feesoflaboratories for tests required by the Contract Documents, except those related to defective or nonconforming Work for which reimbursement is excluded by Sectioll .13.5.3 of AIADocliment A20l-2007 Or by other provisiQnsofthe Contract Documents, and which do not fall within the scope ofSection 7.7.3.

§ 7,6:5ltoyalties and license fees paid for the use ofa partic.l.Ilar design, process or product required by the Contract Documents; dIe cost ofdefending suits or claims for infringement ofpateilt r~ghts arising trom such,requ'ireI1lenI6fthe Contract Documents; and payments Illadein accordance with legal judgments agaillslthe Contractor resi.l!tingtroin such suits or c1aiinsand .payments ofsettlements made with tile Owner's consent. However, such costs oflegal defenses,judgmeiltsand settlements shall not be,inchlded in the cnlculation ofthe Contractor's Fee orsllbjectto the Guaranteed Maximum Price. If$uch royaJties, fees and costs are exclUded by the last sentence ofSection 3.170fAlA DtiCumellt A201~2007 or other provisions of the Contract Docuineilts, then.they shallnot.be included in the Cost of the Work.

§ 7.6.6 CostsJor electronic equipmClltand software, directly related to the Work with the Owner's prior approval.

AlA Docum~i1t M02 TII - 2007 (fonneily A111 Tn -1997)"Copyrigfil @1920.1925, 1951.19S11~ 1961, 1963, 1967. 1974, 1978,1.987. 1997 and 2007 by The Inil. Am~ril:an InsUtule of Archil~cIS. A1lri91l1S reseIYl!.d.)VAANING: W!$ AlA'" Doc\lrnel1llli .Ptol~Cledbl!·U.S. Copyrigl1t lawandlriternalionalTreatles.

IJili\u[homedreprodinllion or Ijlslri.buUon oftbls MA'" Document~ or any PO~OR9f It, may I'llsuilln se\l~re cIVil andcrimlnal penalll~$. and yim b.ll 6 prosecuted to the. maximUm eX1entposslble underlhe law. This' doc:umenlwas prodUCed by AlA softWare aI16:37:16 on O-SIHi/2012 under Order No.3477160119_1 which expires 9n OSI17/2013. <ind is, /loltor resale~ .

User Noles: (H32439,157) r~i § 7.6.7 Deposits lost for c~uses other than the Contractor's uegligen<;e or failure tofitltill a specific respollsibility in the Contract Docmllents. . ..

§ 7.6.8 Legal, mediation and arbitration costs, ir:JCluditig attorneys' fees, other than thpsearising nom disPlltes between the Owner and Contractor, reasonably inc.llrredby the COiltractor after the execution ofthis Agreeillent iilthe performance of the Work and with the Owner's prior approva~ which shall not be unreasonably withheld.· .

§ 7.6.9 S\lbject to the Owner's prior approval, expenses incurred in accordance witillhe Contractor's standard written personnel. policy for relocation and telnporary living itllmv8nces ofthe Contractor's personnel reqllired for the WQrk.

§ 7.6.tO 11lat portion ofthe reasonable expenses ofthe Contractor's supervisory pr adlilinistrative perSCl11neJ incijrred while traveling in discharge ofduties connected with the Work.

§ 7.7 OTH.ER COSTS AND EMERGENCIES § 7.7.1 Other costs incurred m the performance ofthe Work it; and to the extent, approved in advance in writing by the Owner.

§ 7.7.2 Costs incurred in taking action to prevent threatened damage, injury or loss in case of an emergeucyaffecting the safety ofpersons and property, ·as provided m Section lOA of AlA Doculnent A20l-2007.

§7.7.3 CC)sts ofrepairiug or correcting damagi:ld or Ilonconforming Wl)rk executed by the Contractor, Subcontractors or suppliers, provided that such damaged or noncou:tQrming Work was l10t caused by negligence or failure to fidfiU a specific responsibility ofthe Coiltractor and oilly to the extent that the cost ofrepair or correction is not recovered by the Contractor from insurance, sureties, Subcontractors, suppliers, or others.

§7,8 RELATED PARTY TRANSACTIONS § 7;8,1 For purposes pfSection 7.8, the term "related parly" shall mean II parent, subsidiary, affiliate or other entity havingc9U1UU;111 oWnership or ml1nl\gement with the Contractor; any entity in ,,,hich any s.tc;>ckholder in, or . management employee of, the Contractor owns aliyinter~st ill excess often percent m the aggregllte; tir 'any person (lr entity which has the right to control the business oratfairs ofthe Contractor. The term "related party" inCludes any melnbel' of the immediate family ofany person idelllifiedabove, § 7.8.2 lfariy oflbecosts to be reimbursed arise from a transaction between the Contractor and a related party, the Contractor shall notifY the Owner ofthe·specific Iiatllre oftM ci:mtemplated tran~cliori, including thi:l identity oftlJe related party ilnd the anticipated cost to beirH:urre'~, before any sll.ch transactiQI~js cOnS\Jlllm.at~ ()r cost mcurred. If the Owner, a·fter such·notification, authorizes the proposed transaction, thell the cost incun:ed shaII be included a$a cost to be reimbursed, and the Contractor shall procure the Work,equipment, goods or service from the related party, as a Subcontractor, according to the terms ofArticle 10. If the. Owner fails toauthonze the transaction, the COiltractor shall Procure the Work, equipment,goods or service from some person or entity other than arelated partyaccordmgto the terms ofArticle 10.

ARtiCLE 8 costs NOT TO BE REIMBURSED § 8.1 The Cost ofthe Work sl1alln.ot include the items listed below: .1 Salades and other compensation of the Contractor's personnel stationed at the Contractor's principal office or offices other than the site office, except as specificnIIy provided in Section 7.2. or as may be provided in Article 15; .2 Expenses ofthe Contractor's principal Qffice alld offices other than the sit.e office; .3 Overhead and general expenses, except as nlay be expressly included in Article 7; .4 TIle Contractor's capital expenses, mciliding interest on the Contractor's capital employed for the Work; .5 Except as provided i.ll Section 7.7.3 ofthis Agreement, costs due to the negligence or tailure or'the Contractor, Subcontractors and suppUers oLanyqne directly or indirectlyeillployed by any of them or for whose acts any ofthem may be liable tc) fulfill a lipeCific respoi1sibility ofttle Contract; .~ A.ily coSt 110t specifically and expressly described in ArtiCl~ 7; and .7 Costs, other than costs included in Change Orders approved by the Owner, that wquldcaus~ the Guaranteed Maximulll Price to be exceeded. .

AlA DQcumentM02'" - 20071fQimerlyA111'" -1997).Cppyiiiihte1920. 192~. 1951. 1958.1961. 1963.1967. 1974;1978. 1961.1997 and 2007 by Tile Inlt. Am!!ri~n l,n~tiIute ofArchn~ls;Al! rlghtll reserved. W.A~t!ING: 1)11.sAlA"'.QO(lUmenJ Is prj)JecJed~Y'U.~. Copyi'l,ijhJ Law andlnlemalJonafTrIlaties. ·UnauthorlZedrepraductlanortllstrlbl!lJan ofthls Al.A'JOocument,Qrany portion af II, mayr!!sulf In severe (lIVII and crimlnal.penallJes. and wllflJe pr:osecutedto the maximum extent possIble under tM law. This doeumiml VIas prodUCed by AlA 'software· at 16:37:16 on 05118/2Q1~ under Order No,3477160119_1 Vlhlch expires i:m 05117/2013. end Is not for resalll, User Notes: JU"-"A"-llUi71 ARTiCLE 9 DISCOUNTS,REBATES AND REFlJNDS § 9.1 Oils.h discotmts 6b(~iited Oil payments made by the Con(r~ctorshilll acci'IJe to the Owner if 0) before making the p~yitlent, the Contractor indtided then1 ill a" Applicatioi) for Payment and receivedpllyment from the 9W1*, or (2) the Owner has depositedfililds with the Contractor with wllich to make paY/Ileilts; otherwise, cash 'discounts sha.1I accrue to the Contractor. Trade discounts, rebates; refllnds and amounts received from sales ofSlirplus materials and equipmellt shall accrue to the Owner, a.nd the Contractor shall make pr(wisionsso that they can be obtained..

§ 9.2 Amoull(s that accrue to the On/nerin accqrdance with the provisions ofgectiQn 9.J shall be credited to the Owner lis a dedliction from the (Jostofthe \\fork; ARtiCLE 10 SUBCONTRACTS AND OTHER AGREEMENTS § 10.1 Thoseportionsofthe Work that the Contractor does not customarily perform with the Contractor's own persolUleLshaU beperfor1lled under Sllbc,:ontracts or by other appropriate agreements with the Contractor. The Owner may desigllatespecific persons from WhOIl), or entiti¢s from. which, the Contractor shall obtain bids. TIle Contractor shall obtain bi<\s from .SubContractbrs and Ii'onl suppliers ofmltterials Qr equipment fabricated espechllly for the Work and shall deliverSlIch bids to the Archit¢ct. The Owner shall them detennille,. with the advice afthe contractor and the Architect, \vhich bids will be accepted. The Contractor shall not be reqliired to contract with anyone to whom the Contractor has reasonable objection.

§ 10.2 When a specific bidder (I) is recQmmended to the Owner by. the Contractor; (2) is qualifiedto perform that en portion oftheWork; and ha~. s.tibmitted!l b.id that conforms tQ the requirell1ents ofthe Contract Documents without reservatignsor exceptions, but the O\V1ier requires th'atanother bid be accepted, tMJ~ the Contractor may require that a Change· Order be issued to adjust the. Guaralifeed Maximum Price by the difference between the bid 'oCthe Person or entity recommended to the OWIler by the ContraCtor and the amount of the subContract or other agreement actually signed with the person or entity designated by the Owner.

§ 10..3 SlJbcontracts or Cjther agreements shall conform to the applicable payment provisions ofthis AgreeUlent, and shallnot be awarded po the ba$is Qfcost plus a fee withou!tbeptiQr cQnsent oftlieOwner. IftheStibCqntract is a\vl!rded on a cost-plus a fee ba*, theContract<,lr shall pr6Videiii the SUbcolltrltctfor the Owner to Jeceive: tbe same audit rights with regard to the SubContractor as the Owner receives with regard to the Contractor in Article II, below; § 10,4 The Contractor shall be solely responsible for the acts and omissions of its employees,subContractors, sub,subcontractors, suppliers and theiragent~ and emplpyees, and other persqns or entities performing portions oftlte Wo1:k. fop'>r 9jil;l¢halfQfthe CoWactor (If 8nypfM subcohtr~ctQ~$.

ARTICLE 11 ACCOUNTINGRECORDS The C:ontractorshall keep filII and detailed records and accounts related to tile cost of the Work and exercise such controls as may be necessary for proper finwlcialJuanagenwntunder this Contract and to substantiate all costs incurred. The accquntmgand control systelns shall be satisfactory tathe OWller. The Owner and the OWll¢r'sauditqTs shall, dliriilg regular btl.siness hours and upon reasonable rio(ice, be afforded acc¢Ss tq, itnds/tall be pemlitted to audit a/1d copy; the Contractor's records .and accounts, iiwiudifig complete documentatipn sllPPl':lrtingaccottntiitg e:ntri~, books, correspondence, instrilctions~ drawings, receipts, subContracts, SlibContractor's proposals,ptirchase orders, vouchers, memoranda and otber data relating to.this Contract.TIle Contractor shall preserve thes.erecords tor a period ofthreeyears after final payment, or for such longer period as. may be required hylaw.

ARTICLE 12 PAYMENTS § 12~1PROGRESS PAYMENTS § 12.1.1 Based lIpOU Applications for Payment submitted to the Architect by the C:olltractor and Certificates for Payment issued by the Architect, the Owner shall make progress p/lYlnents on account afibe Contract Sum to the Contractor as provided below·and el.sewher.e in tbe Contract Documents.

§12.1.2 TI~~ period covered by each Application fOr J?ayment shall be one calendar month el)ding outhl': last day ofthe IMntl), or asfollo\Vs: N/A

AlA Docilment.A102'" ~ 2007 (fonnerly A111'" ':'1997). CllPyilght~ 1920. 19i1S. 1951, 1958; 1961. 1963,1967, 1974; 1976. 1987. 1997 ami 2007liyThe Inlt. American InstilulellfArchile.cls. All rl9h~ reserved. WAiUIING: Ti1lsAiA~Pllcllmenll~ prolectild by IJ.S. Copyrljjljl Law and hjlei'natJQnal Treatfes. 'UnaulhQrlZ8d reprodll~tion or dlsfributiclRonblsAJA" Pllcument, cir any· POrtillO liflt.may I1ls1fltinsevere .civil and crimlhalpen;I(tles.and ¥Ail hi! 8 pros~uled to the maximum eXtent p.os.slbleundeflJ1e law. This dOcilmenl\ylis produced I)y AlA so!t\'lare ill 16:37:16 eli 05/18/2012 under Order No.:i477160119_1 which elCJilres on 05/17/2013. "ndis nelfQr res;ile. !.IserNlltes: § 12.1.3 .PrQvide(lthat anApplkaliqn for Payment j~received by the Architect not later th!!n the 1st day ofa month, the Owner shall make payment ofthe certified amount to the Corttratt(lf UQt later Ulan the 30t!t clay ofthe saIMn'lonth.'If an Application for Payrnent is received by the Architect after the appHciltioli date fixed above, pi,lyrtlcntlihalJ be made by the .Owner not later than Thirty ( 30 ) days after the Architect receives the Application tor Payrtlent (Fedem/, state 01' locallmllS ilia)' require payment witliilla celtai/l period offill/e,) § 12.1.4 WWi each Application for Payment, the Contractor shall submit payrolls, petty casl18ccounts, receipted illvoicC$. or invoices with check vouchefsattached,inid anY other evidence req~lired by the Owner or Architect to demonstrate that cash disbursements already made by the CQntractQr 011 accotiilt ofthe (::J)!!i ofthe Work equal or exceed (l) progress payments already received by the Contractor; less (2) that portion ofthose paYlnelits attributable to the Contractor's Fee; plus (3) payrolls for the period covered by the present Application for Paynient.

§ 12.1.5 E.ach Application for Payment shall be based on the mo.st recent schedule ofvalues Sublilitted by the COlitractdr in accordance with the Contract Documents. The schedule of valu!l:s shall allocate the entire Guaranteed Maximlun Price alllong the various portions of the Work, except that the C\'lutractor's Fee shall be shown a.sa single separate item. The schedule ofvalues shall be prepared in sllch form and supported by s.uch data to SUbstantiate its accuracy as the Architect may require. 1l1is schedule, unless objected to by the Architect, shall be used asa \,lasis for reviewing the Contractor's Applications for Payment.

§ 12.1.6 Applications fo.r Payment shall showthe percentage ofcompletion ofeach portion afthe Work as of the end of the perii;ldc()veted by the Application forPayment.TIleperceotag¢ ofcompletion shall be the lesser 0[( I) the Ilercentage of that portion ofthe Work which has actually been completed; or (2) the percentage obtained by dividing (a) the expense that has actually been incurred by the Contractor on account of that portion ()fthe Work for which the Contractor has made or intends to make actual payment prior to the Ile:\1 Application for Payment by (b) the share of the Gua.ranteed MaximwnPrice allocated to that portion of the Work in the schedule ofvalues.

§ 12.1.7 Subject to other provisions ofthe Contract 1)ocuments, the amount pfeach prog(ess payment shall be computed 'as follows: .. •1 Take that portion ofthe Guaranteed MaxillulluPr.ice properly allo.cable tocpmpl¢ted Work as determined by multiplying the percentage ofcompletion ofeachportionofthe Work by the share ofthe Guaranteed MaximulU Price allocated to that portion of the Work in the schedule ofvalues. Pending final delermitiati()o oCcpst to the Owner ofcllllOges'in the Work, amounts not in dispute shall be . included as provided in Section 7.3.9 ofAlA Document A2QI..;.2007; .2' Add that portion prtbe Guaranteed Maxuuulll Price pr6per.ly allocable to materials and eql,ipllWnt delivered and suitably stored at the site for subseq~lentillcorporation in the Work, Qr jfapprc>ved in advance' by the bwner, suitably stored offthe.site ata location agreed upon in' writing; .3 Add the Contractor's Fee, less retainage ofTen percent ( 10JJO %).nle Contractor's Fee shall be computed upon the Cost oftbtl Work at the rate stated in Section 5.1.1 or, iithe c.ontractor's f'ee is stated as a fixed sum in that S¢ction, shall be anampunt that bears the same rati.o to that fixed-sum fee as the Cost of the Work bears to a reasonable estimate ofthe probable Cost ofthe Work ~Ipon its completion; .4 Subtract retainage ofTen percent ( 10.00 %) from that portioli orlhe Work that the C<mtractciJ self-performs; ,5 Subtract the aggregate of previous payments made by the Owner; .6 Subtract the shortfall, ifany, indicated by tbe Contractor in the documentation required by Section 12.1.4 tpsubstaliti.a:te prior Applications for Payment, or resulting frQm errorUlIbsequently discovered by the Owner'sauditofs in such documelitation; and .7 Subtract amounts, ifany, for which the Architect has withheld or nullified a Certificate for Paynl;ent as provided ill Section 9.5 ofAlA Document A201-2007.

§ 12.1.8 The Owner and t1W Contractor shall agrc;:e l!pona (I) mutually acceptable procedure for review and approval ofpilylllcnts to Subcontractors a1ld (2) the perceiltilg~ Qfretainage held onSuPcontracts, and ihe Contractor shall execlite subcontracts in accordance with thos¢agreeOlents.

§ 12.1.9 In taking action on the Contractor's Applications for Payment, the Architect shall be entitled to rely on th~ acc~lracyand cOIilpleteness of the.i.llforlllation nlmished by the Contractor and 'shal Inot be deemed to represent that the. Architect ha~ made a detailed examination, audit or ndtlunetic verification ofthe'doclllllentation submitted in AlA I)QcumentA102 'H - 2007 (fcinnerly A111 TU -: 1!l97). CopYright ~ 1920. 1925. 1951. 19511. 1961. 1963.1967, 1974. 1978. 1987. 1997and 2007byThe Inlt. Am!!ri~nlnstilule~f Architects. A1lrighls rese.rved. WARN.iN.G: ThlsAJA~ D()~~thent.!s prqlec~e<! b~ ~'S. CQPy;lilM ~w ~nd lnlli.mllllonal Treatles.

Unauthorized reptoductioilorliistrilitilloii of tills AlA" Document, or any. porllbn of It, may resullinsevere cIVil and criminal pllnalties, anpwlll be 9 proseCUtel!to: the ma~lmumextantposllibla undar.tlia law. This dlicurileiltwas'produced by.A1A.soltw.arjj at1S:37:16 on 115l1li12012 urider Order No.34,7716i)119_1 whi.ch e~pires on 05(17(2013. arid is Iipt 191' resale, .

UserN~tes\ "~"""'''Q1''71 accQrdahce,Vith SeCtibil 12.1.4 ill' other ~\iPpdi1illg data; that th.e A,i:chitect has made exhaustive or contiJluouson-site inspcctions; or that the Architect has madeexam.inations to as<:¢rtail~11(i\V or for what PQrposesthe Contractpr h&s used amolintspreviously paid ali account ofthe Colitract. Such exa1l1inatia~s, allc!its arid verili!:atiCiils, ifrcqllired b.Y the OWl1er,wm beperfornled by the OWlier'sattditors acting in the sole·interest oftheO\Vner.

§ 12.2 FINAL PAYMENT § 12.2.1 Final paymel1t, cQnstituting the entire unpaid balance ofthe COntract Sum,shall be made by the Owner to the Contractor when. . .1' the ContractQr hasJl!Uy per(ormed the CQntract exc'ept for the Contractor'S respon~ibility to coneet Work as provided in Section 1202.2 ofArA Document A20I ~2(j07, and to 'satisfY other reQ4irellieilf$, if any, which extend beyond final payment: .2 the Contractor hassuhmitted a final accounting for the Cost oftheWorkand'a final Application for Payment; and .3 a final Cert.ificate for Payment has been is.sued by the Architect.

§ 12.2.2111e Owner's alldit(jrs \"i1l review and repqrt in writfug On th.e Contracto.r's.final accounting within 30 days 'after delivery orthe final accounting to the Architect by the Contractor. Based up<m such Cost o.fthe Work as: the Owner's. auditors report to be substantiated by the Contractor's: final accounting, and provided the other conditions of Section 12.2.1 have been met, the Architect will, within seven days after receipt ofthe written report of the ()\vner's auditors, either issue to the Owner <! final Certificate for Payment with a copy' to the Contractor, or uotify the ContractQrand QWAer in writing offhe Ar.chitect's reasonS fQr witWlolding ace.rtificate as. provided iIi Section 9.5.1 of the AlA Qocument A20 I~2Q(l7. 11le tili1~ periods stated iiltbis seetign 12.22 supersede those state<iin Section 904.1 ofthe AIA Document A20 1-2007. TIle Architect is not responsible for verifYinglhe aceuracy6fthe Contra.ctor's final accounting.

§ 12.2.3 IftheOwner'uuditors report tbe Cost oftheWoik as substantiated by theContracto~'s tinal accounting to be less tban ~Iiiimed by the CQntrlJclor, the Contractor shall !Je elltitled tQ. re<me$t nlC;diation of the disputed amount \vitho(jt ~~kinganjnitial d~isidn pUrsuant to Section 15.2 of!\2lJ 1~2Q07.A request for.lllediatioll shall be made !>y the Contractor within :lOdays afterthe Contractor's receipt ofa copy orthe Architect'sfimll Gertmcate for Payt:l1ent.

Failure to request mediation \vithill'this 30-day period shall result in the substantiated amounneported ~y the Ch\7l1er'S auditors becoming binding on the Contractor. Pending a final resolution ofthe disputed.amoulit, the ()wner shall pay the Contri'l,ctor the alllQlmt certified in the Architect's final Certificate forPaymellt.

§ 12.2.4 The OWiler's final payment to the CiJntrac(or shall be made no later than 30 days aft,er tlH~jssuanceofthe Architect's final Certificate for Payment, or as follows: N/A § 12.2.5 If, Sl\!>sequent to final payillellt l;llld at thl;l Owner's reqllest, the Contractor incurs costs to correct defective or nonconforming Work, theContractqr ~hall be rl;lspollsible f6rsuch Costs.

ARTICLE: 13 DISJiUlE RESOLUTION § 13.1 INITIAL D.ECISION MAKER TIle ArchiteCt will serve asJnitial pecision Ma~e.r pursuant t.o Section 15.2 ofAlA Documen.tA201..;.2007, lUlless the parties appoint below anQth.er individual,not a party to the Agreement, to serve as Iilitial Decis.ion Maker. (/ft1le,/Jarti{?$llllltllallyagree, illSei1 the: IlOlI/e, addre:ss alld other C(.jJlt{Jct illformatioll (Jfthe Initial Decis;ollMakel~ if otheJ'thali the AI'cllitect.) .

§ 13;2 BINDING DISPUTE RESOLUTION 'For any Clailll subject to, but not resolved by mediation pursuant to Section 15.3 of AlA Doeunient A201-2007, the method Qf hiilding dispute resohJtion shall be as follows: AlA Document A1 02"'." 20Q71fClin1erlyA1U1U -1997)"COpyrighl@ 1920; 1925.1951, 19:58. 1.961. 1963', 1967. 1974;'197~, 1967. 1997 and 2007 by The Inlt. !\n)~rlc;m In~ijtule. of Archilecl$. AlI)jghtJi reslwed. WAR!,IlN.G.: T!Jl11'AJI\I&P.oC!lment IS prQ!flj:!ed llyU,S. Gopyrlghtl-ew ilildJnlllm;jllonal Trealles. llnautliorlZed reproj/iicH:onor#islrltiUtion "hljl!; AiA~Documenl,ofiillY portlonQf it,.may ~sult ill $eVllre. clvU and criminaillenaltl~,an!l Will b!l .prosecuted tolhe malilnium extent posslllle unclerthe lew. Thisdticumenl wasproduc.ed 111 AlA softviiue a116i37:16 .on 0511812012 uniler Order NO.34'?7160119_1 Which lllqlireJi,on05117/2013. a'l'ld iJi.noHorrllsale.

User Noles: (14~2439157) (Cllf~ck the appropriate bm·. g the Oll'mw andCQI!tractQrdo not select a methodofbinding dispute resolution beloll~ .01' dp liot.subseCJu~iitl)' agree in writing to a bincfing dispute r~solution method other thaI! litigation Claims lvill be. resohed Q)' litigation iii acpui"t ofc,(jm~teli1jurisdiction.)

J] Arbitration ptirsliiint to Section 15A'ofAlA, D9CumenfA201"""'2007 [] Litigation in a court ofcompetent jurisdiction [ X] Other (Specijj» TIle parties agree to waive their dghl to a jllrytrial.as to any and aU issues,· and agree that a judge,. sitting witllolltajury, in Bexar COUllty, Texas, !)lay decide all isspes.

ARTICLE 14 TERMINATION OR SU~PENSION § 14.1 Subject to the provisions ofS¢etioll 14.2 below, the Contract may be termillatedby the Owner Qrthe Contractor as provided in Article 14 of AlA Document A20l-2007.

§ 14.2 Ifthe Owner terminates the Contract ror calIse as provided in Article 14 ofAlA Documellt A201-20()7, the amount, if any, to be paid to the Contrl\ctor iinder Section 14.2.4 of AlA Document A,201....:2007 shall not cause the Guaranteed Maximum Pficeto·1:Ie e)i:ceede(j, nor .shall it exceed an amount calculated as folloWS: .1 Take the Cost ofthe Work jtiCurred by the Contractor to the date 9fterlluniltiqn; .2 Add the Contractor's.Fee computed lipon the Cost of'the Work fothe date oftermil)ati9!l itt the rate stated in Section 5.1.1 or, ifthe Contractor's Fee is stated as a fixed sum in that Section, an aiilount that bears the slIIl1e ratio to thatfixed"-sum f'eeas the Cost orthe Work at the tiine oftenninationbears:to a reasoJla~le estitnate qftheprobable Cost ofthe Work I,IPOil i~ ~Qll1pletion;alld .~ S~tlJtfaQt the aggregate qf previotis payments made by the Owner.

§ 14.3 nle Owner shall also.pay the Cotilractor faircotilpetlsation, either by purchase or rental ~tibe ¢Ie¢ti(in ofth¢ Owner, for any equipmenlowned by the Contractor that the Owner elects toretain alldthat is not otherwise included in the Cost ofthe Work under S.ection 14.2.1. 'fothe extent tbat the Owner ejects to takelegal assignment ofsubcolltracts and piirchase 9rders (41cluding rental agreeinents),theContr!ictQr .shall,as a cQndition ofreceiYing the payments referred to in this Article 14, eXecutc!itid deliver all su¢h papers andtak.e all such steps, inghlding tlie legltl assignment ofsuchsubcolltracts and othercOl'it.ractUll1 rights 9fthe Contractor, as theQwtu:;r may require for the purpos¢ offitlly vesting in the OWllertherigltts and benefits or the Contractor llt1der such subcontracts or purcllllSeorders.

§ 14.4 TIle Workmay be suspended by the Owner as provided in Article 14 ofAlA Docutllent A201-2007; in such case, the Guaranteed Maxillllull Price and ContraCt Tlmeshalll:le increased as provided in Section 14.3.2 of AIA Document A2Q 1-2007, except that thelei'lll "profit"shall be Understood to mean the Contraclqr's.Eee as described in SectioilS 5.l.Iand Sect;o.i16.4 ofthis Agreement.

ARTICLE 15 MISCELLANEOUS PRoVISIONS § 15.1 Whel'ereference is made in this Agreement to a provision ofAlA Docwuellt A20 1-2007 oranother Contract DOCUt11ent, the referetlcerefers to that provision as allleilded Qr supplemented by other provisions ofthe Contract DOClnl1ents. .

§ 15.2 Payments duealld unpaid iIilder the Contract shall bearillter¢S.t from the datepaymen( is (jlJe at the rlltestated below, or in the absence thereof, at the legal rate prevailing from time to tiine althe place where the Project is JQ¢ated. (111sert rllte (}finteres.t agreed Upol1.ifall)'.) . .

l.QO % per annum § 15.3-The OWner's representative: (Name, adtlressal1d otheriJifomuttion) Thol11 as Pittl1l<!l1 JQOCj7Jon¢s Maltsberger Satl AtltOllio, TI< 7821 () AlA Document Ai 02", -2007 (fonileriy A111T\1-1997). Copyfighl@1920; 1112~.1951, 1958, 1961, 1963, 1967.1974, 1911!. 19~7; 1997 l!l!d 20Q7byThe Inlt. ~er\~o (osutute. ofNchll~ct$. All rlgll!s reseived.WARNING: This AJAItJ Docilmi!lltls protected by U~S.CopyHghllaw anllhlternatloiiaf TreaUes. !Jnautllorized reprodu.cllonpr i1lstribUUOil o.fthls A1AeOoc!.!menl, or any pol1lon Qf I~ mllY res·ult In severe elvU and criminal penalUes. and wlIlbe 11 prosecuted to the mal!lmum eldenlposslbJe under the law. This doCumenl was produced by AlA s9ftwllr~ at f6~37:16on ii511812012 under qrder No.3477160119_1 which expires oil 05/17/2013; and Is noUOr resale. . .. . .... ... \,Iser Notes: l.t43243!l1571 Telephone Number: 210"384"'5892 Fax Nllluber: 21 0"26i-1686 Mobile Number: 210"262,...1686 .Email·Address:[email protected] § 15.4: The Contractor's repr~elltative: (Nam~, address and other ;,(orl1latioll) Jack Green Scenic Loop Rd. Boerne, TX 78006 TelephQne NUIlJ.ber: 830-981-.5943 Fax Nllluper: 830-?81-S3Q8 ,Mobile NUJilber: 210-7~9-1898 El11ail A.ddress: [email protected] § 15.5 Neither the O\vner's nor the Contractor'.s representative shall be changed without ten days' written notice to the other party.

.§ 15.6 Other provisicil1.S: § 15.7 The Contractor shall prevent any liens Or bond <;hlimsfrOlll beingfiledagllillstthe Project and shall inunediately remOve or satist}rany lien or bond claims that may be filed. Contractol' shnll full)' indemnify and saVe Owner and the Pi'ojecfharnlIess fl'omand ·agaillstaU liability of any Idnd whatsoever for claims and liens for labor perflu'med 01' materials nsedo1"supplied by the Contl'8CfOl', an)'subcontmctor 01' suppliel' of any ticI' in any "'ay I'elated t() tlie PI'()ject,hlcludbig \vJthol,ltlinJitatioD aoyaml. all costs lllld expcnses for attorneys'and ot"l,!I' pI'of\1ssional fees andaUilll:idental ol'clinsequentialdiuuages, losses; demands, liabilities and dan1Hges, ",hethel' at law 01' in equity, sustained by Owner, 01' fOl'whicb Ownel'may ~e Ua"~e t9 any thil'd party.

ARTICLE 16 ENUMERATION OF CONTRACT DOCUMENTS § 16.1 The C9iltraGtDocuments. except for Modificatjonsissued after execution ofthis Agr~entellt, are enumerated in the sections beloW.

§ 16.1,1111e Agreement is this executed AlA-Document AI02-2007, Standard FormotAgreement Between Owner and Contractor~ § 16..1,2 The Generl)] (;;ouditions are AlA D9<;:Ulllent A2P 1-2007, General Conditions of the CoJJlract for Construction.

§ 16.1.3 TIle Supplementary and other Conditions oflhe Contract: Document Title Date Pages § 16.1.4TbeSpecifications: (Bithei'list the Spec!ficationsJj¢J'tor rger t(j (11/ exhibit (it/ached to this Agreement.)

Section Title Date Pages § 16,1.5 the Drawings: (Either list the Drawings here orrefer to alle.\·hibit attached to this Agreement.)

AlA Documelll.A1 02TN - 2007 (ronnerly A111 ' " -1!l$7). CoPYrighl ~ 1$21>. 1925. 19!i1 , 1!l!i8. 1$$1, 1963, 1961, 1974; 197a, 19&7, 1997 and 2001bYThe Inlt. AmerjcliIn fnstil~te Cif Archilecl~i Anrlghl~ reservell. WARNI~G: ThJsAI4"' ~o~tmlen! Is pr"lec1ed !lytts. C()PY~gI)l\.JIwandlltlema,li"naITrelillles.

UiililrlhoHzedrepioduclloil odlistiibii!lon bU,lll$ AJ,AtJ Documenl.oj'arly portion oflt. may result in severecivllandcrlminal penaiill!ll' andwlll be 12 pro$ecut~t! 100~ll mlll!Tllium 'eltteni pils!illllie und.erthe law. Thisdocumenh'las ·prOducEid by AIAsofIWare aI16:37:16 .on 05118/2012· under order No.347716Q11lU Yi/Jicl1 llxpjresliR !lSi17/2013,and Isrtolfor rll13aIEl, User Notes: {1437".......-- Nurtiber Title Dale A200 Floor Plan 01/03/2012 AMo Sections 0110312612 A400 Elevations 01/03/2012 A700 Elevations 01103/2012 S02 El(t~rior Perspectiv<:s 01/()3/2012 S03 Interior P~r$pectives OU03120.!2 Sol Sfrllctun'l1 Plan 04/03/2012 S~2 Structural Plan 04/(j3120 12 S-3 Structural Plan 04/03/2012 S-4 StnJctoral Plil.ll 04/03/2012 S-5 Structural Plan 0410312012 S-6 Stmctural Plan 04/03/2012 S-7 Structural Plan 04/03/2012 SO· I structurid Plan 04/03/2012 EOOI Electrical Notes 0311612012 :BIOI First Floor - Lighting 03116/2012 EI02 Second Floor --'Lighting 03/1.6/2012 E201 First Floor -Power 0.3/16120.I2 E202 Second Floor - Power 03/16/2012 E301 Riser Diagram 03/1 §/20 12 MIOO Mechallical Notes Q31 I6170 12 MIOI Floor Plan.,..HvAC 0~/16/2012 M201 HVACOetaiis 03116/2012 PIOO Plumbing Notes 03/16/2012 PIOJ Below Floor Plan - 03/16/2012 Plumbing PI02 Floor Plan.,.. Plumbing 03/16/2(l12 ( .. P201 Plumbing Details 0311612012 ( \ .. J ) P301 Assembly Drawing~ 03116/2012 Plumbing .

§ 16.1.6 The Mdenda, if any: Number Date Pages N/A Portions ofAddellda relating to bidding req\lirements are not part oftile Cpntract OoCllmellts unless the bidding requirements are alsO entitl1etated in this Article 16.

§ 16.1.7 Additional documents, ifany, forming part orthe Contract DOClllllents: ;1 ALA Document E20I TAL2007, Oigital Data Protocol Exhibit, ifcompleted by the parties,or the following;

.2 Otherdoculllents, ifimy, listed below: (List here mlJ' Cldditlonal docl/mellts that (We i,,(ended(Of01"111 pmt ofthe COlitracl Documents. AlA ·Documellt A2()1-2007 provides that bidding req/liremel1ts Sitch as adl'eltisemell/or illvitatiol1 tiJ bid, .!lIs/ruc/ions to l)i(iders, sllll/pleforms andthe COlllractor~sbid are 1I0t pari of(he COlltract Documents Ilnless. el1l/menitedin this Agr¢el1lf!lit. They shol/ld be /fsted here Pill)' ifil/tellded tf) be pClrt pfthll Contract Dacl/ments,) Project Cost Proposal - Dated April 13, 2012 Scbed.llle ofValues • Dated May 3, 2012

AlA DOCU.R1~I1.t A102 TU .;. 20(17 (fonn~dy A111 TU -199:7). COPYrlllhl@1920i 1.92p, 19p1; 19p8; 1961. 1963,. 1967, 1974, 1978, 1987; 1997 aiid2007byThe tnli. ~erlcalllnsfiluleorl\t41II!'191!l.All rlghls ~esl!lV~tI. 'N.ARNINlJ: rm.$ A1A0qpcumellt is prolel;l,d .bli U'5. <;Ol'YoiJhtLav(al)d Ijjlilm"Jl~llal1::teall~$. 13 Oilautl\orb;ed reproilu911bn or dlstllbuUon oUhis A)A~ Doc~Jnent.orany portion of it, may resulpri severe elvlland crimInal penallles, and will be prosecute.d·tQ the maximum elctent pOssIble under the law. This·doc.umeill was prOduced by' AlA s.oltWareaI16:37:16 Oil 05118/2012· under Order NO.347716()119:'.:1 which expires on 05/1712013. ,and isnollor resale.

Usei' Note5: ARTICLE 17 IN$URANCE AND BONDS TIle Contractor shall purchase and maintain insurance and provide bonds as set forth in Article Ilot AlA Document A~I~OOO. . (Stl!tf! bOl/cling reqllirf!/IIf!I/!S, ifal/Y, afld/imits ofliabiliJyfo,. il/sllral/ce rf!qllired ill Anicle 1/ ofAlA DOCIOI/ellt A20J-:)007.)· , .

Type of insurance or bond Limit of liability or bond amount ($0.00)

Thi~ Agreemelit entered into as 6.fthe day and year first written a~ve.

David L. Morgan, Executive Vice President I Chief Rod Lewis, Owner Operating Officer (Printedllome alld title) (printed name (lilt! title)

AlA Doi:lilnenl A102"'-,201i1'({onnerly A111'" -1997)•.Copyriilhl@ 1920. 1925.1951. lll58. t961. 1963. 19.61.1974. 1978.1987.1997 and 200711yThe Init. Arneri.can Ins.Ulule o.rArchil.~I~. All r!ghl\lreseryecl. ~~Nl~,G,: T~'s AlA" Q~curI!!!n, tsprole~Ie4,.bY.\.I;S.CoilY"'lihn .. awarii! IfilernaJlonal Treaties.

UnaulhorltedreproduCl/ori or dlsjrlbiJtlonofth!s AlA" Docu.i:nent.i:lrl'ny poHlon of II. may.result In lIe..-:ere ciVil andc:rlmlnal penallles. and wUl be 15 pr!lsecU,led to lherriaxl!ilurn exlent PClsslbieundeHhe law. Thlsd.ocumenl was prOducedbyAlAsollwareal'20:08:45 oft 0511612012 under Order No,128389821IU Which expires ~ln 1~8/~.12.and l!lnoUpr'resale, .' U s l i r N o t e s : ( 14ea7l!12ea) ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 16 SBS-TR-BAR CONTRACT ADDITIONS AND DELETIONS C) AddItIons and l»Itt/on$ Report for AlAe Document A1027111 - 2007 TlIfa Mdlll_ tnd OtIB8D11a Report. as d&lIlMId on P8IIll f Ilftrle _l8f8d lkIcument. ~ 1le/0I't alllelcI 1118 aIlIher IlIG lIdlIed Ie Ille t!lRfllfd f1Iln AM ctcIIurnettlR CIl'dtrto c:empr.\e II•• wei ta .", ted lhll8llUlclr Play haw lIiIlHd to tt lIIleIed hom lIIe lllfgIlIlIf AlA lGl. Added IeIt fa aINMn u~. 1Je1illlMf l8Ilt 1& In4ic8lId _ aIICl1fZll\lar Ilne IbrGugh IIle ~1II AlA teld.

,.,. TbIs AddlI1'onlIlIIId"QtIelIl1n8 RlqJaIt I8lllO'M- filf IllformtIIDtl ~ 8llIY- ' is nit IncospGrlNeflnto or-urute IfJlt ptIft If... ..-at.AIA dacumeRl. TIlls AddIItons and DeldaaI A8plIt _Ils aaslldaleltdo4Umellt _~ 8IDlIlllenllell8lyllJ AlA alll\lllela It 16."*7:10 IllIlIfIt1fZ012.

PAGlE1 AGRIU!NT . . . . oCtile Seyent!!!!l!!h day af'M!x.m Ihw". Twu ThwsamI TwIIyc -. :-:

C) .:: 101m Grable:. FAIA, Jqf1a ~ .An;bi-. fAg.

222 AusriJI Hladim SimA_I", IX U2 TeJephqte Numbqr; 2t4:l2!CW2 fa N!!!n"'" 2UH20..3JJ4 PAGES .~

CONTBACfJ]ME; C!!Itrastlif!bal! at all '.4iUaent!y. IlOI1tiD!1S!iQ g with all rr;H., SJ*fl1Rll!!S!;1WM Work I" 8!jWdDnc;e wilh!he Ggnl CgIdI'ims. tad cgpsisteflt wilb 8PJM!!!.sgnstru!l!im p;actjgs, SO as J9 lldUevl:Final CqmgJdioi pf!he Va 91 Ill' bdn !he 7th day pfDegmbsr. 2012.

]1t plricJd!!!lel#t! abew slw!l ......." the "C!lI!!iul TIp" fir !bia Aam!MgL 0rIlr.tdqr 4!!.'IJIDI!!ffdra fIIIJl lJIl!¥!S IMr tIttM g,cilre ..."" ," I!ff'JImJgm;r BfCDtJI!BcQrO dn/IrI '!UIII«'t1r .I!!PJt.

DIe COII!matq'lIha!f aeblm SA_lIal CgmpletiaR 91th! mtire WsD!IQ! Jg dum Pspmhp 07, 20/2.

C!MJm in die Sq!pe.alWqrk IhafI /nelwfe II . . off%.

PAeU t s.t.4 Rentaft8las ftlrCOJIIraCIur·owned Illoipment shall not ac:ee8~t CW,,"> ot'thestandlrdr. Pllid at till pf«ce oftbo Projlld.

§ u 1 The CoolDet Sqn is ,_toW by 1M CoIltl'actllr nOl to e'llteed Qpe MilUOR"I"1J¥q JM!drcd Dw.ptv=tix 'I'JJougud. Seyenrt:- pgn.m aqd Zmz CS!I!s (S 1.226.074.00), subject to additiou.s - ~ by ClIaoge Order as providAld in lhtl Comract Doount1U5. SudllBILtionmt sum is I1lfiIrr«l to fa the Qlnllllc:C DacuIIIems lit the GtlIntntced ~um Pel. . Collis whidl '\YfIUkf CIdISe tbe Guaranteed Mexiawm Price to be ~ maD be paid by die CenlnIctWwitheut reimburseutmt by l1he OwIler.

Savings shall be $J!/11 W6 to Ibe Owner and 30% to the Conll!lc:tor.

PAGE.

& • 12.1.J Pro.vided thallllApplicWoa fill' Payment is received by the ~bitect IlCit later _lbc Jadl)r of. ntaldl, the O\'IIIllr sIIaIl _e pa]lIIlll8t otthccertificd «nICiI8Il1 to !be OInlntGtGr net later an. tile ,aday oCtile --.m8ftf9. If llII Appliatian lOr ~ Is received by the APdIiteet aIcr !he appli_oo . . . . ...."., payracnt shalt llo maa by !btl 0vIIIe, not Ialer lIlmJ:!lktt.( ~ day$lAlr !he Ndtkeet _VIS rhe AlIPIiadfaI&lr ~eDt. .

PAGE 9 .'. J Me eke ContfaCtar's Peo. less nlltIinap ofIm.pen:et!t (lfIJHl%).'IIle OtlntraeIor's Fee slleU llo ~ed lIiJ011lbe Cost IItIhc wert lit tho tilt. stated iD SectieD S.l.J 01', Ifthll CGalmteJr'" Fee is :.:; stated 1$ • tfxed lIWJI in !hat sec:tkln, shall be In amaun1ll1af . " . the SIlIDe rad& to lb.tt lkeskum file .. IS tJIe Cost orlbe Work ball to II RIlIllIllIbJe estimalo ofdt. problble CtIil oflit\! Work upon its completion; A Sublralll ~ o~t ( 18.00 %) hm that portion of Ihe Work that the Coall1ct« seff.perftIrms; .

..

5 12.2.5 It: s~t 19 final pIIl'Iflellt and It the OMler's rIqVCSt, Ihe CQlJtrMtOl' ilsClll'S COlIS tlegeft1Md in :AItiI-.; to ~ ~ivul"IK1I1conlerJDiq Work, the GwB Ge&1rerltlIr . .hel Ity 911& . .9..11 the Sell1flllll9l"s Fee epplieeltlelft IlIt ! h . _ I " IS it.'".. 11 1.

IiMl ,.,lIleft" IrIIt lIet ill _ _ &ldI. GHI_eeetl II._1. ,........ Ie• • s,a,1he _ _ lJ1!eueh _ _ ekltll ~.fllIIIIIwIated debiil:lBills tile te .. ,.HI Ily . . GwBer le" -lIJIPf6I-- PUee. ..trw S8111l'1l..... has eredit el!l • ....,... 18 lI1e~ GeaR.....t"'pdnators!utlllle f!IlJ!!!I!SItJle &lr such 99M

TfLQ0215 PAGeff [!J 0IIn:r (SpetJify) The puti!s mee to wah, !hejr £isht !o a itn &rial y ttl!!Pl/ lII11bll .......... 8J!Sl8!e fIIat • i - sittig wilbegt I iJuy. ip Bexar C!lgnt¥. T!l!!!S. !lIllY decjde I" . . . .

t1lomal!PUJms !W7,(aus~ SAp A_au 1&2.16 Tete_. NumfJa:; 210-384-S892 lu NumHJ': 2/,Q..2Q-161l Ms!bBeNum4ler; 2JHpHft6 amsu Mfr. tpk_lIOlewfseDergy.com PAGEft Jw.Onsp Sp;pjg L8pp U B9!rJ!I, TIC 1Il!Qtj 'telephautlium!?pr; I!H8J~n'l3 FB It!!!Iik; 83lHJ&.l..s308 MobiIINmpIw; 2tO:18?-lm J!l!!ri!A4dr9; ~t

..;-... ~ "~

PAGe 13 01[03/2012 !!I/03flO12 0l!03Q013 Ol/O](jaOJ2 OJ103I2012 OJI03J20l2 O4IOJtlO!2 fW03J2Q12 !J4lOjJ2012 94/93I2fJ1Z 1W03f2Q13 04lO0/2012

", ".: ~. .~ \

PI02 PlOt nw. '.,. .:

PAGE ,..

".; J'Mf£f ~iiIiB1ct~~~ ~k!ri-11!,j¢lr60'Uw!!'ijfdl._

.::'

-=~~ ~~~3 • : f

f · =tvl==%!=~ PAOe4 __ . ,,'·r·JW'~;~·&1!b J!rt4 lit&- ~ - .....

'!o'- ...... ·:.

..

,... ~ : . , .'.:

() Mdl!16 tilA· P.fi (!1 .~~) il=~==IQ"rlfmi!Itif l1I:lca 0I1;Y QliifoU r~l!$;:iIjd_.ijat!l_lll!if".'"

:*~.drin P.A~{?

, . .....l! ............ :~.-·-t ~..ii~:ffIli~:a~~A~Wtc ..·~'T.w ~tq4f~~.~OfCa:=c.1r"'_\~!-~ .. _,tfY.~If!Ils·- &<toO.

TfLoo220 C~)

CJ .It

CJ " ~.

(j

; . . .. '. - ... ~1Mt~ '/irl.(lr5" " ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 17 SBS-TRI-BAR CONTRACT CONDITIONS -·AIA Document A201™ - 2007 General Conditions of the Contract for Construction for the following PROJECT: (Name alld locatiol/ or address) Los Cerritos Ftanger ADDITIONS AND DELETIONS: Gounty Road 410 TheaUlhor of this documen.t has UvaJde, TX added Informallon needed for its compleUoll. The author may also THEOWNE~: have revised the text or the original (Name, legal S/a/lls alld address) AlA ~tand!l(d form. An Additions and Tri-Bar Ranch Company, Ltd. Daletions Report thai note·s added 10lQI ReullionPlace, Ste. 1000 Inrormatlon as we.llas revisllms tolhe San Antonio, TX 78216 standard form text is available (rom the author and should be reViewed. A THE ARCHITECT: vertlcat fine In the lert margin of this (Name. legal slaWs alld address) docum!lntlndlcates where .Ihe author Jol1n Grable, FAlA, John Grable Architects, Inc. has added necessary inrQrmalion AlIstinHighway and Ylh6e the lluthor has added to or Sail Antonio, TX 78209 deleted f(lIm the original AlA text. .This document has Importailtlegal TABLE OF ARTICLeS consequences·, Consullaliollwilh an allorney Is enco\lraged with respect 1 GENERAL PROVISIONS to Its complelllinllr modlficalilln. () 2 OWNER

AlA Dci!lUm~nt4201T1' - 2()07. Copyright @ ~9~1. ~915. 1918. 1925,1937, 1951.1958, 1961, 1963, 1966, 1970, 1976,1987, 1997 and 2°97 bYThlaAmed~n Inlt. rnsUlule of Architecls. All rights reServed.W,o\R~INc;: Thl~ AlAePocume!l! fsl>li;!!&l;!etl bylJ..S,(;qllyrjljhl Law and tnfernatioiilll 'rreaUes, t1na~lli°rized 1 tel>r()j:l(jcllon or dllllilliUlibli oftfils AlA~Document;orany portion or/l. mllY resultln~e"~.I<I ...i1 ,J(d crImina; ptmilltleli. ~nd 'MIl lle proeeeut~~to the ~xlmum extentposslblliunderthli I.aw, Th!sdoctljrienlwas p~dU¢ed bY AlA soflWaieaI16:38:42 on 0511812012 under Oider No;a477160119_1 which \lXj:JlrllS on 05111120 13, and is nol ior res.ale.

Ull9r Notes: U-II."""--_.

INDEX Architect's Adlllinistratiqn ofthe ContraCt (Topics and numbers in bold are section lwadings.) 3.1,.3,4.2,3;7.4, 15.2,9.4.1,9.5 Architect's Approvals 2.4.1,3.1.3,3.5,3.10.2,4.2.7 AcceptauceQf Nonconfol'ming WOI'k Architect's Authority to,Reject Work 9.6.6,9.9.3, 12.3 3.5, 4.2.6, 12.1.2, 12.2.1 Acceptance of Work Architect's CiJPyright 9.6.6,9.8.2,9.9.3,9.10.1, 9.IOj, 12.3 1.1.7, 1.5 ' Access to Wo.;k Architect's, Decisions 3.16,6.2.1, 12.1 3.7.4,4.2.6,4.2.7,4.2.1 i, 4.2.12, 4.2.13, 4.2.14, 6.3, Accident Prevention 73.7,7.3.9,8.1.3,8.3..1,9.2,9.4.1,9.5,9.8.4,9.9.1, 10 13.5.2, 15.2, 15.3 Acts and Omissions Architec.t's Inspections 3.2,3.3.2,3.12.8, :3.18, 4.2.3, 8.3.1,9.5.1,10.2.5, 3.7.4, 4.U, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.5 10.2.8,13.4.2,13.7,14.1,15.2 Architect's [nstructiollS Addenda 3.2.4,3.3.1,4.2.6,4.2.7, 13.5.2 1.1.1,3.11.1 Architect's Interpretations Additional Costs, Claims far 4.2.11,4.2.12 3.7.4,3.7.5,6.1.1,7.3.7.5,10.3,15.1.4 Architect's Project Representative Additional Inspections and Testing 4.2.10 9.4.2,9.8.3, 12.2.1,13.5 Architect's Relationship'with GQntractor Additional Insured 1.1.2, 1.5, ~.Ij, 3.2.2, 3.2.3.~.2.4, 33.1, 3.4.2,3.5, 11.1.4 3.7.4,3.7.5,3.9.2; 3.9;3,3.10,3.11,3.12,3.16,3.18, Additional Timet Clnhu,sfor 4.1.2, 4. i .3, 4.2, 5.2, 6.2.2; 7, 8.3.1, 9.2, 9.3,9.4, 9.5, 3.2.4,3.7.4,3;7.5,3.10.2,8.3.2,15.1.5 9.7,9.8,9.9,10.2.6,10.3,11.3.7,12,13.4.2,13,5,15.2 Admillish'lltionof tbe CCmh'rict Architect's Relationship ,vithS,lbcontract<irs 3.1.3,4.2,9.4,9.5 1.1.2, 4.2.3, 4~2.4, 4.2.6,9.6.3,9.6.4, I I.3.7 Advertisement or fuvitation to Bid Architect's Represel'ltations 1.1.1 9.4.2,9.5.1,9.10.1 Aesthetic Effect Architect's Site Visits 4.2.1,3 3.7.4,4.2.2,4.2.9,9.4.2,9.5.1,9.9.2,9.10.1, 13.5 Mlowailc'es Asbestos 3.8,7.3.8 10.3.1 AII"risk Insllrallce Attorneys' fe'es 1l.3.I, 11.3.1.1 3.18.1,9.10.2, 10.3.3 Applications fOI' Payment Award ofSeparate Contracts 4.2.5,7.3.9,9.2,9.3,9.4,9.5.1; 9.6.3, 9.7, 9.10,11.1.3 6. I.I, 6. 1.2 Approvals Awal'd of Subcontracts and Qtllel' Contl'acts rot· 2.1.1,2.2.2,,2.4,3.1.3,3.10.2,3.12.8,3.12.9,3.12.10, POI·tions of thcWol'l< 4.2.7,9.3.2,13.5.1 5.2 Al'bHl'anon Basic De'finitions 8.3.1,11.3.10, 13.1.1, 15.3.2, 1504 1.1 ARCHITECT Bidding Reqllirelllents 4 1.1.1,5.2.1, 11.4.1 Al'chitect, Definition of Binding PjspllteR~ollition 4.l.i 9.7,11.3.9,113.10,13.1.1,15.2.5,15.2.6.1,153.1, Architect, Extent QfAuthority 15.3.2, 15.4.1 ' , 2.4.1, 3.12.7, 4~I, 4.2, 5.2, 6.3, 7.1.2, 7.3.7, 7A, 9.2, Boilel' and Machinery Insul'ance 9.3.1, 9.4, ~.s, 9.6.3, 9.~,9.I0.I, 1).10.3, 12~1; 12~2.1, 11.3.2 13.5.1,13.5.2,14.2.2, 14.2.4, 15.1.3, 15.2.1 Bonds, Lien Architect, Limitations ofAuihority and ~sponsibility 7.3.7.4,9.10.2,9.103 2.I.l, 3.12.4, 3.12.8,3.12.10,4.1.2,4.2.1,4.2.2,4.2.3, Bon~s, Pel'fol'Dlalice, 8nd Pa)'nlent 4.2.6,4.2.7,4.2.10,4.2.\2,4.2.13,5.2.1,7.4,9.4.2; 7.3.7.4,9;6.7; 9.111.3, J 1.3.9, 11.4 9.5.3,9.6.4, 15.1.3, 15.2 Building Permit Architect's, Additional Services and Expenses 3.7.1 ' 2.4.1,11.3.1.1,12.2.1, 13.5;2,13.5.3,14.2.4 AlA DocumenlA201 '" - 20(l7~ CoPyrj9hl~ 1911. 1915, 1918. 19:15.19'37. 195'1. 1S58.1981. 1963. 1966. 1970. 1976. 1987. 1997 and200jby the f\n1ericl!ll Inlt. lnstilu.te of ArChile~ls. AU rights reserved. WARNING: ThlsAlA~ Cocum!!nt Is protecteq!ly,\j;S. c::opyrightLaw andlnternatlil,nal Tr!lllll es. Unlititllo~ed 2 iejiroductlon ordlsttlb\ltfori oftlll$"'A~ 1;l6cI,IIM;nt, or lillY portlot!: of It, may result JI] severec;lvll andcriiHlHal perialtles, ;inq will bi1,pros~cuted to *he maximum extent posslbleunder01!1law. This doCull1~ntwas prOduced by AlA softwareaI16:3'8:42 on 05118'2012 ulld,er Order NO;:l4771l;01111"':1 Which expires on 05/17/2<113; and Is not for resale; User Notes: ' Capitalization Complilliil;:e with Laws 1.3 1.6.1,3.2.3,3.6,3.7, 3.12.10,3.13, 4.1.1, 9.6.4; IQ.2.2, Certificate QfSub$tantial Completion ILl, 11.3; 13.1,13.4,13.5.1,13.5.2,13.6,14.1.1, 9.8.~, 9.8.4, 9.8.5 14.2.1.3, 15.2.8, 15.4.2, 15.4.3 Cei'tUicates COl' Payment Concealed or Unknown Conditions 4.2.1,4.2.5,4.2.9,9.3.3,9.4,9.5,9.6.1,9.6.6,9.7, 3.7.4, 4.2.a, 8.3.1, 10.3 9.10.1,9.103,14.1.1.3,14.2.4,15.l.3 Conditioils ofthe Contract Certificates ofInspectiolJ, Te$tillg' Or Approval 1.1.1, 6.Ll, 6.1A 13.$,4 Consent, Written Certificates ofInsurance 3.4.2,.3.7.4,3.12.8,3.14.2,4.1.2,9.3;2, 9.8.5, ~.9.1, 9.10.2, U.1.3 9~10.2,9.1().3, 11.3.1,13.2,13.4.2, 15.4.4.2 Change Ol'del's CQl1solidatioll or .Joindel·' 1.1.1,2.4.1,3.4.2, 3.7.4, 3.~.2.3,~.1 1.1,~.12.8, 4.2.8,; 15.4.4 5.2.3,7.1.2,7.1.3; 7.2,7.3.2, 7.3.6, 7.3.9, 7.3.10,8.3.1, CONSTRllC!'ION BY OWNER ORIIY 9.3.1.1,9.10.3,10.3.2, ]J.3.1.2, 11.3.4, 11.3.9,12.1.2, SEPARATECONT~CTORS 15.1.3 Ll.4,6 Change Ol'del's, Definition of COllstmction Change DiJ'ectivc, Definition of 7.2.1 7.3.1 .

CHANGES IN TIlE WORK C(lnstl'uctilln c;;J~nnge Directives.

2.2.],3.11,4.2.8,7,7.2.1,7.3.1,7.4,8.3.1,9.3.1.1, 1.1.1,3.4.2,3.12.8,4.2.8,7.1.1,7.1.2,7.1.3,7.3, 11.3.9 9.3.1.1 Claims, Defuiilion of Construction SchedUles, Contractor's 15.1.1 3.1.0,3.12.1,3.12.2,6.1.3,15.1.5.2 CLAIMS AND DISPUTES Contingent Assignment oC SubcontJ'acts 3.2.4,6.1.1,6.3,7.3.9,9.3.3,9.10.4,10.3.3, J5, 15A 5.4, 14.2.2.2 .

Claims ahdTimelY Assertion ofClaims C'ontinuiilg Contl'net PeJ'fOJ'l11l1nce 15.4.1 ' 15.1.3 Claims fol' Additional Cost Contl'act, DefinitiOll of 3.2.4,3.7.4,6.1.1,7.3.9; 10.3.2,15.1.4 1.1.2 () qahns for Acldi,tional Time 3.2.4,3.7.46,"',8.3.2, 10.3.2, IS.I.S CONTMCT, TERMINATION OR SUSPENSION OF THE Concealed orUnknowlI CQllditioils, Claims fOI' 504.1.1, lp.9, 14 3.7.4 Contract Administration Claims for Damages 3.1.3,4,9.4,9.5 3.2.4,3.18,6.1.1,8.3.3,9.5.1,9.6.7, 10.3.3, 11.J.l, Contract Award and Execution, ConditiollsRelating 11.3.5,11.3.7,14.1.3,14.2.4,15.1.6 to Claillls Subject to Arbitration 3.7.1,3.10,.5.2,6.1,11.1.3,11.3.6,11.4.1 15.3. I, 15.4.1 Contract Ddc~ll11ents, Copie$ FUnlislied and Use of CJeaningUp 1.5.2, 2,2.5, $.3 .

3.15,6.3 COJltJ'actDocnments, Definition of Commencement oftlle Work. COllditionsRclating to 1.l.J 2.2.1,3.2.2,3.4.1,3.7.1,3.10.1,3.12.6,5.2.1,5.2), Contl'act Sum 6.2.2, 8.1.2,8.2.2,8.3.1, 11.1, 11.3.1, 11.3.6, 11.4.1, 3.7.4, 3.8, 5.2.3,7.2.7.3,7.4,9.1,9.4.2,9.5.104,9.6.7, 15.1.4 9.], 10.3.2, 11.3.1, 14.2.4, 14.3.2, 1.5.1.4, 15.2.5 Commencement oCtile "'01'1<, Definition of Clinh'aet Sum, Defilliti<llI Of 8.1.2 9.1 Conununications Facilitating Conh'act Contract Time Adminis,tratioll '" 3.7.4, 3.7.5,3.1 0.2, 5.2.3, 7.2.1.3, 7.3.1, 7.3.5, 7.4, 3.9.1,4.2.4 8.1.1,8;2.1,8.3.1,9.5.1,9.7,10.3.2,12.1.1,14.3.2, Conlpletion, C<mditions R,ellitillgto , 15.1.5.1,15.2.5 3.4.1,3.11,3.15,4.2.2,4.2.9,8.2,9.4.2,9.8,9.9.1, Contract rime, Defutitiqn of 9.10,12.2,13.7,14.1.2 8.1.1 ...

COMPLETION, PAYl\'IENTS AND CONTRACTOR 9 3 CQJJ1pletion, Su~$tantial CllntJ'actOI', Definition of 4.2.9,8.1.1,8.1.3,8.2.3, 9.4.2, 9,~,9.9.1, 9.10,~, 12.2, 3.1,6.1.2 13.7 ' , , ' A1AP~l:umentA201111- .2007. Cllpyrlgllt@1911, 191$.1918.1925. 19;17.lIi$1, 1958.1981. H163" 1966. 1970. 1976. 1987.1997 arid 2007 by TlieAmerican Inlt. Instiiute of ArchiieCis. All. rights reserved. WARNING: ThiS AlA'" Poc\'lllent l~ Pf\liected I1v u.s.copytlol!t 4.\V all!! llit(ltllaliOllalTreatles.Uoautl1orjzed 3 rePtodilcllonor dlsttlbullon of thIs AlA'" Do.cu·inent,.or allY portIon oflt.,may result Iii severe "lvUanc!.c.t1mll1alpenallle~,and Villi bllpr:osecutec! to tM I ma~lmu,m exl\!nt possIble !,!nder the laW. TIlIl; do9Jmentvias Rroduced by AIAsQftWareal'16:~8:42 on05/t812012 tinder Order No.347116011lU wllicheJqllres on 0,5/1712013, and is n~t for resale.

User Notes: ' ", _u~-- ...- Contl'actol"s Constl'uctiiln8chedllles Cutting and Patching 3.10,3.12.1,3.12.2,6.1.3,15.15.2 .3.14,6:2.5 Contractor's Employees Daniilgeto Construction ofOwner or Separate 3.3.2,3.4.3,3.8.1,3.9,3.18.2,4.2.3,4.2.6, 10.2, IQ.~, ConllClctors 11.1.1,11.3.7,14.1,14.2.1.1 3.14.2, 6.204, 10.2.1.2, 10;2.5, lOA, I LLl, 11.3; Contracto!,'s Liability Insurance 12.2.4 11.1 Damage to the Work Contractor's Relationship with Separate Contractors 3.14.2, 9.9,1, 10.4,1 .2, 10.2.5, 10.4.1, 11.3.1, 12;2.4 and Owner's Forces Damages, Claims for 3.12.5,3.14.2,4.204,6, ll.3.7, 12.1.2, 12.2.4 3.2.4,3.18,,6. LI, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.l.l., Contractor's Relationship with Subcoiltractors 11.35, 11.3.7, 14.1.3, 14.2.4, 15.1.6 1.2.2, J.3.2,.3.1 8<1,3.18.2,5,9.6.2,9.6.7,9.10.2, Diunages for Delay .

11.3.1.2, I 1.3.7, I 1:3.8 . 6.Ll, 8.3.3,9.5.1.6; 9.7, 10.3.2 Contractor's Relationship with the Architect Dale .of Commencemcnt of tbe Worl" Definition of 1.1.2, 1.5, 3.1.:3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5, 8.1.2 3.704,3.10,3.1 1,3.12,3.16,3.18,4.1.3,4.2,5.2,6.2.2, Dale ·of Su~stnnthil Completion, Definition of 7,8.3.1,9.2,9.3,904,9:5,9.7,9.8,9.9, 10.2.6, !Q.3, ~.1.3 11.3.7,12,13.5,15.1.2,15.2.1 Day, Definition of Contractor's Represeiltatiofis 8.1.4 3.2.1,3.2;2,3.5,3.12.6,6.2.2,8.2..1,9.3.3,9.8;2 Decisions of the Architect Contractor's Responsibility for Those Performing the 3.7.4,4.2.6,4.2.7,4.2.11,4.2.12,4.2.13, 15.2,6.3, Work 7.3.7,73.9,8.1.3,8.3.1,9.2,9.4,9.5.1,9;8.4,9.9.1, 3.3.2, 3.18, 5.3.1 ,6.1.3, 6.2, 9.5.1, 10.2.8 13.5.2, 14.2.2. 14,2.4, 15.1, 15.2 Contractor's.R,eviewofCOlltract pQ(:uments DcCisions til WithhOld Cel'lilkatiojl 3.2 .9.4.1,9.5,9.7,14.1.1.3 COlllractor's Right to Stop the Work Defective or NOl1confofmingWork, Acceptance, 9.7 Rejection and Correction of Contractor's Right to Terminate theConlract 2;3.1, ~.4.1,3.5, 4.2.6, 6.2.~, 9.5.1, 9.5.2,9.6.6,9.8.2, () 14.1, 15.1.6 Contractor's S11bmittals 3.10,3.11,3.1204,4.2.7,5.:2.1,5.2.3,9.2,9.3,9.8.2, 9.9.3, 9.10.4; 12.2.1 Definitions .

1.1, 2.1.1, 3.l.1,3.5, 3.12.1, 3.12.2, 3.12.3, 4.1.1, 9.8.3,9.9.1,9.10.2, 9.1O.3,ll.1.3, 11.4.2 I5.LI, 5.1,6.1.2, 7.2.1,'7.3,1, 8.1, 9.1,9.8.1 Contractor's Superintendent Delays lind ExtensiQns. of Time 3.9,10.2.6 3.2,3.7.4,5.2.3,7.2,1,7.3,1,7.4,8.3,9.5.1,9.7, Contractor'!! Supervisi.Qnand Constructioll 10.3.2,1004.1,14.3.2, 15.l.S, 15.2.5 Procedlll'es Disputes 1.2.2,3.3,3.4, 3.12.10, 4.2.2,4.2.7, 6.1.3, 6.2.4, 7.1.3, 6.3,7.3.9, 15.1, 15.2 7.3.5,7.3.7,8.2, LO, 12, 14, 15.1.3 DQClllllentsand Samples at the Site Contractual LiabUityJnsurance 3.11 1l.L.1.8,. I 1.2 I)l'awings, Definition of Coordination and Correlation 1.1.5 1.2,3;2.1,3:3.1,.3.10,3.12.6; 6.1.3, 6.2<1 Drawings and Specifications, Use andbwnership of Copies Fumished of Drawings and Specifications 3.11 1.5, 2.2.5,3.11 Effective Dale of Insurance Copyrights ~.2.2, 11.1.2 1.5,3.17 Emcl'gencies Correction of Work 10.4, 14.1.1.2, 15.1.4 2.3,2.4,3.7.3,9.4.2,9.8.2; 9.8.3, 9.9.1, 12.1.2, 12.2 Employees, Contractor'S COl'l'llJatioq and Intent of the Conh'act Documents 3.3.2,304.3,3.8.1,3.9,3.18.2,4.2.3,4.2.6, 10.2, 1.2 I(U.3, J 1.1.1.11.3.7, 14.1,14.2.1.1 Cost, Definition of Eqbipment,Labor, Materials Or 7.3.7 1.1.;3,1.1.6,3.4,3.5,3. 8.2,3.8.3,3.12,3,13.1, 3.15.1, Costs 4.2.6,4.2.1,5.2.1,6.2.1,7.3.7,9.3.2,9.3.3,9.5:1.3, 204.1,3.2.4,3.7.3,3.8.2, 3.15.2,5A2, 6.Ll, 6.2.3, 9.1O.2,1O.2.1,lOj.4,14.2.1.1,14.2.1.2 7.3.3.3,7.3.7,7.3.8, 7.3.9,9.t6.2,10.3.2, 10.3.6,11.3, 12.1.2,12;2.1, 12.2.4,13.5, 14

AlA Documenl A201 '" - 2007. Copyrighl@ 1911. 1915; 1918.1925. 1937.1951.1958. 1961.1963. 1966. 1970; 1976, 1987,1997 and 2007bYThe AmeJican hllt. lJistilule or:Atchilecl$. All rights resaili.ed. WARNINQ: ihls AJA"'Docu.rjlenll~prolej:tec!byll.S. Copyrlghl L<lYland Intemallemal Treaties. UnauthClrized 4 reprCldltctlCln of dllilrmU.llo.i1 9f f!lrs·AlA~Oocumelll,oranyP9(f.Jon Of iI, may r~syl1 In s~vere clvlla.lld (:rllJ1lllal pelJa!t!es, a!}d'VllJI.b~ prosei:ul~ lotlle maximum llxlenlpossible under the laV/. This document was produced by AlA software al 16:38:42 Oli 0511812012 uriderOrder No;3477160119;..1Y/hlch elqlirei; on 0511712013, and is not for resale~ User NOtlUI: Execution and Progress of the \York Insm'allce, BjjUe.I· and Machinel'}' 1.1.3, 1.2.1, 1.2.2,2.2.3,2.2.5,3.1,3.3.1,3.4.1,3.5, 11.3.2 3.7.\,3.10.1, :3.12,3.14,4.2,6:2.2,7.1.3,7.3.5,8.2, InsllJ'ance, Contl'actor's Lia!:lilit)' 9.5.1,9.9.1, IQ.2, 10.3,12.2,14.2,14.3.1,15.1.3 n.l Extension$ QfTime Insurall¢e, Eftective Date of 3.2.4,3.7.4,5.2.3,7.2.1,7.3,7.4,9.5.1,9.7,10.3.2, 8.2.2, 11.1.2 10.4.1,14.3;15.1.5, 15.2.5 InsUl'ance, Los$oIUse Faihu'e ofPayinent 11.3.3 9.5.l.3, 9.7,9.10.2, i3.6, 14.1.1.3, 14.2.1.2 Insurance, Ownf:!I"s Liability Filulty \York 11.2 (Sec Det:ective or Nonconforming Work) Insurance, .Property Final Cpinplethmand Final Pa)'m~nt 10.2.5, 11.3 4.2.1, 4;2.9,9;8.2,9.10, 11.1.2, I I. 1.3, lL3.1, 11.3.5, Insurance, Stored Materials 12.3.1, 14.2.4, 14.4.3 9.3.2 Financial Arrangements, Owner's iNSURANCE AND BONDS 2.2.1, 13.2.2, 14~ I. 1.4 11 Fire and Extended Coverage Insurance Insurance Companies, Consent to Partial Occupancy 11.3.1.1 9.9.1 GENERAL PROVISIONS Intent of the Contract Documents 1 1.2.1,4.2.7,4.2.12,4:2.13,7.4 Governing Law liltel·t'$t 13.1 13.6 G\.arantees (See WlIrranty) Interpretation lfa2;ardous MatedaIs 1.2.3,1.4,4.1.1,5.1,6.1.2,15.1.1 10.2.4,10.3 Interpretations, Written Identification ofSubCoJltrlictors lind Suppliers 4.2.11, 4.2.!2, 1,5..1.4 5.2.1 Judgment On Finnl AWard Indemnification 15,4.2 3.17,3.18,9.10.2,10.3.3,10.3.5,10.3.6,11.3.1.2, Labor and Materials, Eqnipmellt C) 11.:P InformationalJd gervicesRequh'ed of the .owner 1.1.3, 1.1.6, 3.4, 3.5;3.8.2, 3.$.3, 3.12, 3.13, 3.15.1, 4.2.(>,4.2.7,5.2.1,6.2.1,7.3.7,9.3.2,9.3.3,9.5.1.3, 2.1.2,2.2; 3.2.2, 3.12.4, 3.12.10, 6.1.3,6.1.4, 6.2.5, 9.10.2,10.2.1,10.2.4,14.2.1.1, 14.2.1.2 9.6.1,9.6.4,9.9.2,9.10.3, JO.3.3, 11.2, 11.4,13.5.1, Labor Disputes 13.5.2,14.1.1.4,14.1.4, 15.1:3 8.3.1 Initial Decision Laws and Regulations 15.2 1.5,3.2.3,3.6, 3.7,3.12.H>, 3.13.1,4.1.1,9.6.4,9.9.1, InitialDeCision l\Jaker, Definition of 10.2.2, 11.1.l,11.3, D.LI, 13.4, 13.5.1,13.5.2, U.8 13.6.1,14,15.2.8,15,4 Initial Decision Maker, Decisions Liens 14.2.2,14.2,4, H.2.1, 15.2.2, 15.2.3,15.204,15..2.5 2.1.2,9.3.3,9.10.2,9.10.4, 15,2.8 Initial Decision Maker, ElI.1ent ofAuthority Limitations, Statutes of' 14.2.2,14.2.4,15.1.3,15.2.1,15.2.2, 15.2.3, 15.2.4, 12.2.5, 13.7, 15;4,1.1 15.2.5 Limitations ofLinbility Injury OJ' Dahiage to Person 01" Propel'I)' 2.3.1,3.2.2,3.5,3.12.10,3.17,3..18.1,4.2.6,4.2.7, 10.2.8,1004.1 4.2.12, 6.2.2, 9..4.2>~M.4, 9.6.7, 10.2.5, IQ.3.3, 11.1.2, Inspections 11.2, 11.3.7, 12.2.5, 13.4.2 3.1.3,3.3.3,3.7.1,4.2.2,4.2.6,4.2.9,9.4.2,9.8.3, Limitations ofTime 9.9.2,9.10.1,12.2..1,13.5 2.1.2,2.2,2.4,3.2.2,3.10,3.1 I, 3.12.5, 3.15.1, 4.2.7, Instructions to Bidders 5.2, 5.3.1, 5A.J,6.i4, 7.3,7.4,&.2, 9.2, 9.3.1, :9.3.3, 1.1.J 9.4.1,9.5,9.6,9.7,9.8,9.9,9.10, 11.1.3, 11.3.1.5, Instructions to the Contractor 11.3.6,11.3.10,12:2, U.S, 13.7,14,15 3.2.4,3.3.1,3.8.1,5.2.1, 7, 8~2.2, 12, 13.5.2 Loss Of Use Insurauce Instl"llinellts ofSenice, -Definition of 1l.3~3 1.1,7 Material. Suppliers hl$UrallCe . ... 1.5,3.12.1,4.2.4, 4.2.6,S.2J,9.3,9A.2,9.6, 9.10.5 3.18.1, 6.U, 7.3.7, 9.3,2, ~.8.4,9.~.I, 9.10'.2,11 1\'latel;ials, HaZlIrdlJlls 10.2.4,10.3 AlA DQc:"menlA201lt·-20.07. c:opyright¢) 1911. 1915,1918, 1925,1.937\1951.1958,19$1,19.63.1966; 197(1. 1976, 19117, 1997 and 2007 by The Ail'Ierican hilt. Instifute orArchilei:t~. A11i1Qhls reservtid' w.:ARNIN<;: This AIA@Oocument Is PrQtec!eclby lJ.S~ Copyrigmuw ~nd I!1t;llrnlillOnaJ TreatieS; U.nalitho~~d 5 reprodlic:tlon ordlstributlolfof thl.sAlAIf> DOcument. or:adypoittori of It"may result Insevere.civlJ ~itdcriml(ial pen~ltles.anl! ",ill be prosecuted tg the maximum extent p()$slble under Ilia <fit OS/17/2013~and is n:olfofrl!lla1e. 'aw.

Thl!; documentW;3s pr¢Ugld byAlA so.f!w/iie at 16:311:42 on 05/18120.12 uitdet'Otder Nci,3477160.11!L1 Which e><pires . .

User.N.ohis: (150085947$) Materials. LabOr. Equipment and Owner's Authority 1.1.3, 1.1.6, 1.5.1,3.4.1,3.5.3.8.2,3;8.3,3.12,3.13.1, 1.5,2.1.1.2.3.l. 2.4.1. 3.4.2. ~.,8.1. 3.12.10. 3.14.2, 3.15.1,4.2.6,4.2.7,5.2.1,6.2.1,7.3.7.9.3.2.9.3.3, 4.1.2, 4.1.~. 4.2.4. 4.2.9, 5.2.1, 5.2.4, 5.4.1, 6.1. 6.3, 9.5.1.3, 9.10.2. 1O~2.1.2, 10;2.4.14.2.1.1, 14.2.1..2 7.2.1. 7.3~I. 8;2.2.8.3.1, 9.3.1, 9.3.2, 9.5.1. 9.6,4, M~ans, Methods. Teclmiql1es, Sequenc¢salld 9.9.1,9.10.2, 10.3;2. 11.1.3.1 L3.3.1 I.3.IO, 12.2.2.

PrOCedllres' 9f conslructitm 12.3.1,13.2.2.14.3.14.4.15.2.1 3,3.1.3.12.10,4.2.2,4.2.7,9.4.2 Owner's Financial Capability Mechallic's Lien 2.2.1. 13.2.2. 14.1.1.4 2.1.2, 15.2.8 OWDIlJ"sLiability InsUrllllce Mediation 11.2 8.3.1. LO.3.5, 10.3.6.15.2.1. 1.5.2.5, 1?.2.6. 15.3, Owner's Relationship with Subcontractors 15.4.1 1.1.2, 5:2. 5.3.5.4. 9.6.4. 9.10.2. 14.2.2 Millol'(::hangcs ill the Work Owner's R.ight to Cal'l'Y Out the \Vorl!.

1.1.1.3.12.8,4.2.8, 7.1. 7.4 204.14.2.2 MISCELLANEOUS PROVISIONS Owncr's Right to Cle!UI Up J3 6.3 .

Modifications, Defini.tion of Owncr's Right to Pel'fQJ'm Construction and to 1.1.J AWal'd Sepal'llte COlltmcts Modificatic:ni$ to the contract 6.1 1.1.1, 1.1.2,3.11,4.1.2,4.2.1,5.2.3,7.8.3.1,9.7, OWllel"s Right to Stop the Worl< 10.3.2, 11.3.1 2.3 .

MutulllRespoJlsibiIity Owner's Right t6 S(lspeiJd the Work 6.2 14.3 NODconfol'millg 'Vorl,; Acceptllnccof Owner's Right to Terminate the Contract 9'(i.6,9.9.3, 12.;3 14.2 Nqlll;:Qnforluillg Work, Rejection and Correction of Ownership and Use ofOm wings, Specifications 2.3.1,2.4.1. 3.5. 4.2.6~ 6.2.4. 9.5.1, 9.8;2, 9.9.3, 9.10.4, and Othcr Insh'umentsof SCI-yicc 12;2.1 1.1.1,1.1.6, l.L7,l.£i,2.2.5,3.2.2. 3.11.1, 3.17, C) Notice 2.2.1. 2.:U. 2.4.1. 3.2.4, 3.3.1. 3.7.2,3.12.9. 5.2.1.9:7.

9.10, 10.2.2, 1l.1.3. 12.2.2.1, 13.3, 13.5.1. 13.5.2.

4.2.12, 5.3.1 PlIr.thii OCCUpllllcyOl' Use 9.6.<>. 9.9. 11.3.1.5 14.1,14.2. 15.2.8, 15.4.1 . Patching, Cntting and Notice, Wdltcn 3.14,6.2:5 .' 2.3.1,2.4.1, :3:3.1; 3.9.2.3.12.9.3.12.10. 5.2.l. 9.7, Patents 9.10, 10.2.2. 10.3.11.1.3, 11.3.6. 12.2.2.1, 13.3. 14. 3.17 15:2.8, I SA.1 Payment, Appiications fQJ' Notice of Claims 4.2.5.7.3.9.9.2.9.3.9.4.9.5,9.6.3,9.7.9.8.5.9.10.1.

3.7.4, 10.2.8.15.1.2, 15.4 14.2.3. 14.2.4,14.4.3 Notice of Testing and Inspections Paymcnt, Cel;tifLcates for 13.5.1 ,13.5.2 4.2.5,4.2.9,9.3.3,9.4,9.5.9.6.1.9.6.6.9.7.9.10.1. .Ob.servations, Contractor's 9.10.3.13.7. 14.1.1.3,14.2,4 3.2,3.7.4 Payment, Failurc of Oi::cUpatlCY 9.5.1.3.9.7,9.10.2. 13.6. 14.{.1.3. 14.2.1.2 2.2.2. 9.6.6. 9.8, 11.3.1.5 Payment. Final Orders, Written 4.2..1.4.2.9.9.8.2,9.10. 1l.J.2, II. L:3. 1IA.l. 12.3.1, 1.1.1,2.3.3.9.2.7,8.2.2.11.3.9.12.1,12.2.2.1,13.5.2. 13.7.14.2.4, 14,4.3 . . .14.3.1 Payment Qond, PcrfQrlill1 nceBimd and OWNER 7.3.7.4,9.6.7.9.10.3.11;4 2 Paymcnts, rrogl'ess Omlel', DeflJiiti()n of 9.3,9.6.9.8.5.9.10.3. 13.6. 14.2.3, 15.1.3 2.1.1 PA \'1\<IENTS ANI) CQMPLETION Ownel', Intol'nmtion a"d Services Required Qf the 9 2.1.2. 2.2.3.2.2. 3.12.10. 6.1.3, 6.1.4, 6.2.5,9.3.2. PaYIpe!llS to Subcontractors 9.6.1, 9.6.4. 9.9.2. 9.10.3,10.3.3. 1C2, 11.3. 13.5.1, 5.4.2.9.5.1.3,9.6.2.9.6.3.9.6.4,9.6.7.14.2.L2 13.5.2,14.1.1.4,14.1.4, .15.1.3 PCB 10.3.1

AlA D09ulJlent A201 1M - 2007~ Copyright@1911, 1915.1918; 1925.1937. 1951. 1958, 1961, 196:1. 1966; 11l70. 1976, 1987, 19.9.7 :aR!:1 2007 by The'AmeriC31l Inlt. Institute of AtchiletlS.A11 rigbts reselVed, WARNING: This AIA*OOcument is protected by ",.s,eqpyri9ht loaw and Internallonal Trf.llUell. Ui1~\lthQrIz!Kl 6 reprOdilctlQriordl$ltib.UIli:i1l on!iI~ AIA~' 9~~u.t11l\n~, qr any PCl!JIQI1 (If it, may result In severe c\ylland cmn!nal pejlallfel1. and wU! I1f prosecut¢ to the max1m\lmextentposslble under the law. ThiS document was.prilducedbyAIA s.ofMare.af 16::18:42 on 05/18/2.012 under Order No.3477160119_1 which. expires on 05/17/:i013.anilIs lioUor resale. .

User Notes: . Hi:M<'-'--' Pel'formanceBond and Paymelit Bond R:llles aild Notices for Arbitration 7.3.7.4, 9.6~7, ~UO.3, 11.4 . 15AI Permits, Fee!!, Notic.esa.nd Co,npliance with Laws Slifetyof Persolis llud Property 2.~.2, 3.7, 3.13, 7.~.7.4, 1{l;2.2 10.2,10.4 PERSONS AND P~OPElU\"PROTECTION OF Safety pJ'ccnutions and Pl'Ogi'8JllS 10 3.;Q, 42.2, 4.2.7, 5.3.1,10.1,10.2, iO.4 Polychlorinated Biphenyl Sainples, Pefihition. ()f to.3.1 . ~.12.3 Product Data, Definition of Samples, Shop l)l'awings, Product Data am!

3.12.2 3.1 I, 3.12, 4.2.7 P.·odllct I)ataand Sainple$, Shop I)rawings Samplcs at the Site, DocUlnentsand 3.1 1, 3.12, 4.i.7 3.t 1 Progl'ess and Completion Schedule ofValues 4.2.2,8.2,9.8,9.9.1,14.1.4,15.1.3 9.2,9.3.1 PI'ogress·Payments Schedules, Construction 9.3,9.6,9.8.5,9.10.3,13.6,14.2.3,15.1.3 3.10,3.12.1,3.12.2,6.1.3,15.1.5.2 PI'oject, Definition of Separate COIl tracts and Contractors 1.1.4 J .1.4,3.12.5,3.14.2,4.2.4,4.2.7,6,8.3.1, 12.1.2 Project Representatives SllOP DJ'awings, Definition of 4.2.10 3.12.1 pJ'opel'ty Inslll'auce Shop Dl'il.\vings, Product Data and SamlJles 1O.2.5,ll.3 3.11,3.12,4.2.7 PROTE<;uON OF PERSONS At'll> 'pROPERTY Site, Use Of 10 3.13,.6.1.1, 6.2.1 Regulations and Laws Site Inspections 1.5,3.2.3,3.6,3.7,3.12.10,3.13,4.1.1,9.6:4,9.9.1, 3.2.2,3.3.3,3..7.1,3.7.4,4.2,9.4.2,.9.1 0.1, 13.5 10.2.2,11.1, 11.4,13.1, 13.4,13.5.1,13.5.2,13.6, 14, Site Visits, Architect's 15.2,8,15.4 3.7.4,4.2.2,4.2.9; 9.4.2, 9.5.1, 9.~.2, 9.1,0.1,13.5 Rejection of Work Special Inspections and Testing (~) 3.5,4.2.6,12.2.1 . Releases afid Waivers ofLiens 4.2.6, 12.2.1, 13..5 SpeCifications, DeflnitiI,Jnof 9.10.2 1.1.6 Representations Spe'eificRtilins 3.2.1, 3.5,3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2,9.5.1,9.8.2, 1.1.1,1.1.6,1.2.2,1.5,3.11,3.12.10,3.17,4,2,14 9.10.1 Statute of Limitations Representative~ 13.7,J5.4.1.1 2.1.1,3.1.1,3.9,4.1.1, 4.2.J, 4;2.2,4.2.lO,5.I.I, 5.1.2, StQPping the Work 13.2.1 2.3, 9.7, to.3, 14.1 Responsihility for Those Performing the Work Stored Materials 3.3.2,3.18,4.2.3,5.3.1,6.1.3,6.2,6.3,9.5.1,10 6.2.1,9.3.2, 10.2.1.2, 10.2.4 Retilinage Subcolltradot', Definition of 9.3.1,9.6.2,9.8.5,.9.9.1,9.1(1.2,9.10.3 5.1.1 Review of Contract Dpcunients aild Field sua CONTRACTORS Conditions by Coiltl'actOl' 5 3.2,3.12.7,6.1.3 Subcontractors, Work l>Y Review ofColltract1lr's$lIb111ittals b)· Owner and 1.2.2,3.3.2,3.12.1,4.2.3,5.2.3,5.3,5..4,9.3.1.2,9.6.7 Architect Silbconh'actual Relations 3.10.1,3.10.2,3.11,3.12,4.2,5;2,6.1.3,9.2,9.8.2 5.3,5.4,9.3..1.2,,9.6,9.10,10.2.1,14.1,14.2.1 Review of$hop prawings, Product Data and ~i1Jllples Submittals by Contractor 3.10,3.11,3.12,4.2;7,5.2.1,5.2.3, 7.D, 9.2,9.3,9.8, 3.12 9.9.1,9.10.2,9.10.3,.11.. 13 Rights llnd Remedies .Submittal Schedule I.i.2, 2.3,2.4,3,$,3.7.4,3.15.2,4.2.6,5.3,5.4,6.1, 3.10.2,3.12.5,4.2/7 6.3, 7.3.1, S.3, 9.05.1, 9.7, 10.2.5, ] 0.3, 12.2.2, 12.2.4, Subrogation, WaiveI'll ot 13.4, 14, 15.4 6.1,1, U.3.7 Ro)'nHies, Patcn,.ts and Copyrights 3.17 .

AlA Document A20t TN_ 2007.9l?pyriglTl@ 1911, 1915. 191~'. HI2S, 19~7. 1951. 1958.1961, 19(;3,1966. 1970. 1976. 1987. 1997 a lid 2007 by The American Inll lilstiluleofArclTilecls. All ri!Jhis r~s"rved, WARNiNG: i'hlsAIA"' Cocumen,t Is Rrotected~y (j.$. CoJiYrlbl\t LawanlllntlJmatloriill Treaties. Unauthorized 7 repr~Uctlj)n<f(III$ltlllutlo"oflllls p,JA~ DociJmeiitior any portion of i1,l11ay.resullJij seV!lre civil and criminal pllnalUes'lInd will bllprose~ule<lIQ'l1e maximum e~tent posslllle,under the law. TlTl.s I!~UrnefitWlls prod,uC:ed by AlA $ofllvara,al 16:33,42 lin 05/18/20.12 uilde(Order No.34771601 HU whIch expires on 0511712013, and is nlll for resale. .

USlli' Nilles: . (150085947 '" SiJ~stnntial CQInpletion Time Limits 4.2.9, 8.1.1,8.1.3,8.2.3, 9.4.2,9.8; 9:9..1, 9.10.3, 12.2, 2.L2,2.2,2.4,.3.2.2,).I(),3.11, 3.12.5,3.15.I, 4.2, 13.7 5.2,5.3,5.4,6.2.4,7.3,7.4,8.2,9.2, 9.3.1,. 9.3.3~9;4.l, Substantial Completion, Definition of 9.5,·9.(i, 9.7, 9.~,9.9, 9.JO, 11.1.3,12.2,13.5, 13.1, 14, 9.8.1 15.1.2, 15.4 .

SUl)stituti9n ofSlibcOlitractQr$ 'Time Limits on Claims 5.2.3, 5.2.4 3.7.4,10.2.8,13.7, 15.J.2 Substitution ofAtehiteet Title to Work 4.1.3 9.3.2, 9.3.3 Substitutions ofMaterials Tnmsmission ofI>llbi in Digital FQ)'m 3.4.2, 3.5, 7.:3.8 1.6 Sub-subcout.-aCfol·, DefilutiQI10f UNCOVERING AND CORRECTION OF WORI{ S.1.2 12 SUbsurface Conditions Uncovering ofWOl'J~ 3.7.4 12.1 .

Successors and Assigns Unforeseen Conditions, Concealed or Unknown 13.2 .3.7.4, ,$.3.1, 10.3 Superintendent Unit Prices 3.9,10.2.6 7.3;3.2,7.3.4 Supervisi(jn and constl"llction PI'ocediu'es Use ofDocuments 1.2.2,3.3,3.4,3.12.10,4.2.2,4.2.7, 6.J.3, 6~2.4, 7.1.3, L L.1, 1.5,2.2.5, 3.12.6, 5.3 7j.7, 8.2,'8.3.1, 9.4.2, \0,12,14, 15.1.3 Us~ ofSite Surety . 3.13,6.1.1,<>.2.1 5.4.1.2,9.8.5, .9.1().2, 9.1Q.3, l4,2.2,15;2.7 Vnlnes. Schedule or guri:ty, C~>nsel1t of 9.2,9.3.1 9.1Q:2, 9.10.3 Waiver of Claims by the Architect Surveys 13.4.2 2.2.3 Waiver ofClaim~ by the Contractor Suspension b)-the Ownel' foa' Convenience 9.JO.5, 13.4.2, \5.1.6 14.3 Waiver ofClaims by the Owner Suspel,sion of the W9rk 9.9.3, 9.IO.3,9.10A, 12.2.2.1,13.4.2,14.2.4,15.1.6 5A.~, 14.3 Waiver ofConsequel1tial Damages Stlspension or Termination ofthe Contract 14.2.4, J5.1.6 5.4.I.l,14 Waiver ofLiens Taxes 9.1 M, 9.10.4 3.6,3.8.2.1,7.3.7.4 Wliiversof Subrogation Tel·ntinatioll by the Contractor 6.1.1, H.3.7 14.1, 15.1.6 WliJ'I'aDty Tel'mination by the Owner foa'Cause 3.5,4.2.9,9.3.3,9.8,4,9;9.\,9.10.4, J2.2.2, t:p 5.4. U, 14.2. 15.1.6 Weather Delays Terminatioll by tbe OWI1CI' for Con,-euience 15.1.5.2 14.4 \"01'1(, Definition of Temiinati()n ofth.e Architect 1.1.3 4.1.3 Written Co.nsent Terntination oftile Contractor \.5.2,3.4.2, 3;704, 3.12.~, 3.14.2, 4.1.2, 9.3.2, 9.8.5, 14.2.2 9.9.1, 9.Joa,9.IQ.3, IM.~, 13.2, 13.4.2,15.4.4.2 TERMlNATlON OR SUSPENSION OF TIlE Written rnterpretatjoris CONTRACT 4.2.11,4.2.12 14 Written Notice Tests and Illspectiolis 2.3, 2.4, 3.:U, 3.9, 3.12.9, 3.12.\ 0, 5,2.1,$.2.2, 9.7, 3.1.3~ 3.3.3, 4:2.2, 4.2.6, 4.2.9,9.4.2, 9.8.3, 9:9~2, 9.1(), 10.2;2, 10.3, J 1.1.3, 12.2,2, \2.2.4, J3;3. 14, 9.1 0.1, 10.3.2, 11.4.1.1, 12.2.1, 13,5 15.4.\ TIME Written Orders 8 t. U, 2;3, 3.9,7,8.2.2,12.\, 12.2, 13.5.2, 14.3.1., Time, Delays !lnd EXtensip.ns 91 15.1.2' . .

3.2.4, 3.7A, 5.2.3, 1.2.l, 7.3.1, 7'04; 8~3, 9.5.1,9.7, 10.3.2,1004.1,14.3.2, 15.l.5, 15.2.5 .

AlA DocumlJntA201 TU ~ 2oliT.COpyrlght@ 1911, 1915,1918.1925. 1937. 1951. 1958. 1961, 1963.1966; 1970, 1976. 1987.1~97lii1d2007by The Aini9(il:lin Inli. Instillile of Ar'chitects. All rights reserved. WARNING: This AlA"· Doc.llment ~ prQtilllJed lly !-,I;S. C!lPyrl9h~ I,,,w and IntllrnaUo(lal treaties. lJnallth<1r#ed 8 rilproducl/oltor dlsliitiUtliin pfthliiAIA"·.Ol>¢lltMilt. OJ llnypot!Jon<1fJ~,m;lY i'e~ul\ 11) llevere~lvlland c:rirglnal penaltles,and \'Ill! be proslIc:\\ted to the . malClmum e~entpo$slble Il(ldei-the law. ThIS doeumerihvas produciedbyAIA solll'iare,aI16:38:42cin 05/18/2012 under Order NO;:l.477160119_1\'1hj¢hE!liplres Qn 05/17/2013,'and Is nonor resale. . ' . .. .

User Notes: . H"""---··....· ARTiCLE 1 GENERAL PROVISIONS § 1;1 BASIC DEFINITIONS § 1;1.1 THE CONTRACT DOCUMENTS The Contract Docul1lentsare entime(at~d in the Agreement between the Owner and Contractor (hereinafh~rthe A..greement)and cQn!\i~t Qfthe Agreement, qmditions oftheC~>l1tract (General, Supplementary and other Conditions), Drawings, SpeCifi~ations, Addenda issued pri¢r to e~eclitii>ri afthe Contract, Qth~rdocum~s listed in the Agreement and·Modifications issued after execution ofthe Cohtract A. MiJdificatiQII is (1) Ii writtenalnendment to the Contract signed by both parties, (2) a Change Order, (3) a ConstructiM Change pir¢ctive 9r (4) a wrjUen9rder for a minor chlUlge in the Work issued by the Architect Unless specifically enumerated in th¢ Agreement, the CQiltract Da<;iirilellts do npt include the advertisement or invitation to bid, Instructions to Bidders,sample forms, other informatioil fumi!\hed by the O\,,"e.r ill allticipatiOll of receiv~g bids or proposals, the Contractor's bid or proposal, Or portrCins ofAddelida relating t6 ~idding requirements.

§ 1.1.2THECONTRACT The Contract Documents form the Contract for COJlstruction. TIle Contract represents the eMire and integrated agreement between the parties hereto and supersedes. prior negotiations, represeiltcuions Pr ligreemellts, either written or onil. The Contract may be amended or modified pilly by a Modincation. TIle Coiltract DCiCUlileiits shall not be construed t() create.8 Contrllctual relationship ofany kind (1) between the Contractor and the Architect or the Architect's consliltants, (2) between the Owner arid a SubContractor ora Sub-subcontractor, (3) between the Owner and the Architect or the Architect's CO!lsultants ·or (4) betweeilany persons or entities.Qth~r than the 0\\1Ier ·and the Contractor. The Architect shall, however, be entitled to pertCiriilailceand ~itforcemel1t ofobligatiQns uQder the· Contract intended to facilitate perfurmanceofthe Architect's duties.

§ 1.1.3 THE WORK TIle terIii "\York" llleans the construction and services required by the C(Jntract Documents; whether completed or partially completed, and iilcIudesall otlter laltor,materials,equiprncnlalld services prpvided or to be provided by tile Contractor to iidfill the Contractor's obligations. The Workl11ay constitute the whole or lipartofthePr,oject. .

§ 1.1.4 THE PROJECT ThePr6jeCl is the total COilstrilction Qfwllichthe Wprk performed under !lle Contract DOCLUllents may be the whole or a part.lll1d Which may inCludecCillstruction by the Q\vller and by separate contractors.

§ 1.t5THE DRAWINGS TIle Prawings are the graphic and pictorial portions of the Contract Documents showiJig the design, locatitm and dimensiqllS pfthe Work, g~nerally including plans, elevatiolls,sections, details, schedules and diagrarijs.

§ 1.1.6 THE $PECIF!CATIONS TIle Specifications.are that portion of the COI)ti'act Docllllients c(Jll$istirig pfthe written requirements for materials, equipment,. systems, standards and workmanship for the Work, and pedormancl;: Pfrelated services.

§ 1.1.7 INSTRUMENTS OF SERVICE Jnstrumetitsof~ervice are representatiQns, in any medium of e~pressionnowknm\11 or later developed, of the tangible and intilngible creative ,vorkperfornied by the Architect and the Architect's consultants under their respective professional services agreements; fnstnmlents ofService may hlclude, \vithciut limitation, slL!dies, surveys, models, sketches, drawings, specifications, and other similar materials.

§ 1.1,8 INITIAL DECISiON MAKER The Initial Decision Maker is the persOn identified in the Agreement to render initial decisions .011 Claims in ac.cordance with ~ect(on J '.2 and certifY termination oftheAgreeluel1t under Section 14.2.2.

§ 1.2 CORRELATION AND INTENT OF ·THE CONTRACT DOCUMENTS § 1.2.1 TIle intent ofthe Contract Documents is to include all items nec::e.ssaryforthe properexecUtioll and completion pfth¢ Work by theCpntractor.TIle Contract Oocuments are complementary, aild \vhlit isreqliil'ed by one shall ~ as qiIidingas ifrequir~d by all; performance by the. Contractor shall be required drily totheexfentcollsistent with the Contract Documents and reasonably inferable from tbeina!! being nec.essary t<>produce the indicated results.

In It.

AJApQC:lJmenl M01 .... ,:",2007~ C.opyrlghl ~ 1911, 1915, 191".1925. 19~7.1951.1958,.1961i 1.963. 1966;1970. ·'976. 1987. 1991 arid 2007 by The Am~ripan Inslilule or Archilecis. All !igM!! reser:ved. WARNING: ThisAIA& Doc!1111e"~ls protected ~y. U.S. c:ppy~ghtlaYi ~ild Iht~matl9iial Tte;itlei. Unauthorized 9 repro:ductlorior dlstdb.uUori ofU!I$A1A'" Oocuniimt, orariy portliii'i of It,ltiiw fllSlJllhl.fH!vere chill and I;rlmil1alpenajlles,.an~ Will \)e prQS~llled to Il)e maximum extent Jios$lbll! under-VIe laW. Thls·dlicllmenlWas prOduced byAIAsOf\WarUI.HI:38:42 oil 0.5/1812012 uhderOrder No.34771$011IU wlijchl!lqlires on <:15/17/2013, and is n!)1 'oHesale.

User Nilles: .. . (1500859475) § 1.2.2 Organization oHhe Specifications into divisions; sections and articles, and arrangement of Dmwings shaU 110t cQntrol the Contractor in dividing the Work anlong-Subcontractorsor ill establishing tbe extent ofWork to bI:: performed by any trade.

§ 1.2.3 Unless otherwise stated in the Contract Docuiuents, words thilt have ,vell-knowil teclmical or conlitrtiction industry meanings are used in tile Ccintract DOCWllents in accordance wi.tll such rec()gnized meanings.

§ 1.3 CAPITALIZATION TenllS capitalized ill these General Conditions include those that are (l) specifically defined, (2) the titles i:ifnUll'lbered ariicles or (3) the titles ofother documents published by the Americim InstiMe of Architects.

§ 1.4 INTERPRETATION In the interest ofbnWitythe Contract Documents rrequentlyoillit lilodifYing words such as "all" and "any" and articles stIch as "the" and "an," but the fact that a modifier or an article is absent· from one statement and appears in another is Ilot intended to affect the interpretation ofeither statement.

§ 1.5 OWNERSHIP AND USE OF DRAWINGS,SPECIFICATIONS AND OTHER INSTRUMENTS OJ: SI:RVIC~ § 1.5.1 'The Architect and the Architect's cons.ultants shall be deeined th.eauthers and owners ()f their respective Instruments ofServi¢e, inCludillg the Drawings and Specifications, and will retain all comllloil law; statutory and oUler reserved rights, including copyrights. The Contractor, Subcontractors, Sub-subcontractors, and material or equipment suppliers shallllot own or claim a copyrightill tire Instnuuents of Service. Submittal or distribution tomeet 9fticial regulatory requirements or for other purposes in cOlmection with thi.s Project is not to be cOllstruedas publicatiQn in derogation ofthe Architect's or Architect's consultants' reserved .rights..

§ 1.5.2 Th~ Contractor, S\Jbcontractors, Sub-subcontractQrs and material or equipment suppliers are authorized to use and reproduce the blstfUmelits ofService provided to them solely and exclusively· for execution of the Work. AU cop!es liladeunder this authorization shall bear the copyright notice,ifany,shown on the Instruments ofService. The Contmctor, Subcontractors, Sub-subcontractors, and material or equipment suppliersJnay not li.se thell1struments of Service on other projects 01· for additi.ons to this PrQject outside the sCQpeofthe Work withol1nhe speCific written con.sent ofthe Owner, Architect and the Archite¢t's cOnsultants. .

§ l.6TRANSMISSION OF DATA IN DIGITAL FORM lfthe parties intend to transmit Tnstnunents ofService or any o.ther information or documentation in digital form, they shall endeavor to estabIIslulecessary protocols governing such tmnsn)issiol1s, linless Qtherwisealready provided ill the Agreement or the Contract Documents. ..

ARTICLE 2 OWNER § 2.1 GENERAL § 2.1.1 TIle Owner is the person or entity identified as such in the Agreement and is referred to throughout th~ Contract Documents as ifsingular in Ullluber.The Owner shaH designate in writing a representative who shnU have e~press authority to bind the·Owner with respect to aU matters reqiliring the Owner's approvalgrauthorization, Except as otherwise provided in Section 4.2.1, tile Architect does not have such authority. TIle term "Owner" means the Owner or the OWner's authorjzed represe9tative.

§ 2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt ofa written request, information necessary and relevant for the Contractor to evaluate, give 110tice ofor enforce mechanic's lien rights. Such information shall include a correct statement oftherecord legal title to the prc;>perty on whiGh the Project is located, usually referred to as the site, and the Owner.'s in.terest therein.

§ 2.2 INFORMATION AND SERVIC.ES REQUIRED OF THE OWNER § 2.2.1 Prioi' to coiiimeliceiilenl ofthe Work,the Contractor may request in writing that the Owner provide rcasOllable evidence that the Owner has made financial arrangements to fi!lfill the Owner's Qpligatil>ns under the COI)tract.

TIlereafter. the Contractor Illay only reqllestsllCh evid~nce if (I) the Owner fails to make payinents to the Cc;>ntractor as the Contract Documents require; ma change in tbe Work materially thiulgesthe c::ol1tract Stlil); or (3) the Contractor identifies in writing.areasonable concern regarding the Owner's ability to make payment when due. The Owner shall filmishsudl ¢vidence as a condition precedent to commencel11entorcontinllatioll aftlle Work or the AlA Document A20r.... -2<!07. (;opyrighl@1911. 1$15, 1918,1925. 1937.1951, 1958. 19(H. 1963.1966; t970, 1976; 1987.1997 and 200TbyTlieAmillican hilL Instilule of Af(ihile<:t~. All rlliitt~ reserveil. WARNING: Thiii A1A"jjocumentls protected by U•.S. Copyright L_aw and lotema.tional Treaties. Ona\lthQmed 10 roprodiii:tlonordlStilbutlon oUllls AlA'" Dqc(jiMI:iI, or any pot:l!on~f1t. may ~u'f1n severec!vl! al!d criminal pel\altl!!s, a.ollwlll be prosecuted to lli.e . maximum extent pOl!Slble unllert/:le law. Thl~doc;umenlwas proc!uced by AIAsofl\Vare al·16:36:42 on 05/1S/20t2 bnderOrdei"No;347715011IU wl\lche;.plres on 05/17/2013. and is noUor rosale. .

User Notes: . 1'... .cnna:&::n....'7,C.\ portion ofthe \\7orkaffected by a material Chail$e. After the ()wner furllishesthe evidellce, thl;\ Owner shall n()t materially vary such financial arrangements witllOut prior notice to the Contractor.

§2.2.2 Except tor permits and tees tbat are tbe responsibility ofthe Contractor under tbe Contract Documents, including tbose requir¢d under Section 3.7.1, theO\vnershall ,secure and paY for Ilecessary.approvals, easements, assessments ~l1d cllargesrequired for c()nsttucti<m, use Or Occllpliney QfperlliilIlenr$truCtllres~r for peritliinent changes in existiilg f.1ciIities. .

§ 2.2.3 The Owner shall fumish surveys describing physical characteristics, Jegallill1itations and utility locations for the site aftbe Project, and a legal description anhe site. Ute Contractor shall be entitled to rely on the accuracy of infornlati(jnturnished by the Ownerbuf shall exercise proPer precautiQlts relating to the safe performance ofthe Work. .

§ 2.2.4 The OWliei" shaH furnish information or services required ofthe O\wer by the Contract Documents with reasonable promptness.11leOwnershall also filrnishany other information or services under the Owner's control and relevant to tlte Contractor's performance ofthe Work with reasonable promptness after receiving the Contractor's written request for such infornmtion or servkes.

§ .2.2.5 Ulliells otherwise provided. in the Cqntract Documents, the Owner shitllfiJnlish to the Contractor one copy of tire COlitract DOeu/nents for purposes ofmaking reprOductions pursuant to Seqtion 1.5.2.

§2.3 OWNER'S RIGHT TO STOP THE WORK lftheContractorfaiis to correct Work tbat is not in accordance with the requirements of the Contract Documents as. required by Section 12.2 failll to CarryO\lt Work in accQrOance with the Contract Documents, the Owner lIlay issue a written ordert¢ the Cpntl'actQr to stop the Wc;>rk, or any portion thereot: until the cause for stich order has.heen elimitlated; however; the right ofthe Owner tO$top the Work shan npt giv(: rise to a duf)io.nthe part ofthe Owner to exercise this right for tile benefit oEtlle Contractor or any other person or entity, exceptt(j the ex1ent required by Section 6.1.3. . . . . .

§ 2.4 OWNER'S RIGHT TO CARRY OUT THE WOR~ Ifthe ContraCtor <iefaults ornegleets to Cl(Irry 0\11 tire WOrk in accordance with the Contract Doc:ulllents alld·fails within a ten-day period after receipt of written notice frolit tlJe Owner tocdmmence andcQntitiue c(jrrectipn dfslich default or neglect with diligence and promptness, the Owner may, without prejudice to other refitedies the O\Vl1et may have; correct'suchdeficiencies. In such case an appropriate Change OrdershaU be issued deducting from payments then or thereafter due the Contractor the, reasollablecost of correctiitg such deficiencies, including O\Vl1er'Se~penses aJid cQll1pelisl\lic;>n for the Architect'slidditional s.ervices l1l!\denecessary by such default, neglect or£1ilure. Such ac;ti()i1I>Y the Owneralld amounts c~iirge~ to theCdntr(tctor are both subject to pri(jr approvaioftheArchitect. If payrtlents theil or thereafter due the ContractiJr are not sufficient to cover SUChaniQullt$;the Contractor'shaU pay the difference to the Owner.

ARTiCLE 3 CONTRACTOR § 3;1 G~N~RAL § 3.1.1 TIle CoutractQr is the person or entity idtmtified as such in the Agreementaitd is rt~ferred to throughout the COhtl'ilct Docurn¢ntslls itsingulariJl nuntber. UieContractor shaU be lawfiilly licensed, ifrequired in thejurisdiction where the Project is located. nle Contractor shall designate in writing a representative who shaH have express authority to bind the Contractor with respect to all matters under this Contract. 111e term "Contractor"llieans the Contractor or the Contractor's authorized representative.

§ 3.1.2 Jbe contractor shall perfprm the Work In accordance ,vith the ContractDocumentll.

§ 3.1.3111e CQntractor shall not be reli.eved of dbligatibils to perfotrrtthe Work ~fi accptdance with the Contract Documents either byaetivitiesor duties oftile Architect in the Architect's administration oftheContl'act, or by tests, itlspections or approvals required or performed by persons or entities other than the Contractor.

AlA DocUl1!enl A20P" - 2007. Copyri~hl e1911. 1915. 1918,1925. 1937. 1951. 1956. 1~6.1. 1963,19$6, 1970, 1976, 1987. 11)97 end2Q07 by Thli-MteJican In It. Ins~lule-of Afchiie';ls~ All rights reserved. WAR~I!'lG: This. AIAfJQocull1ent Is pro~ected bY\J'S, COPy,ljghrlaw and l!lt~rnall!,nalTrea"tles. Ul)8uthorlzE!d 11 raprQdiletlori oralstribuUon oftlils AlA" DociJment; or any porllonof It; may resllll fn severe cMI and criiitlnal penaIU'l!•. ~nd \Vlllbe pl'e>seeutedte>. ttie m.axlmum eXlenlpossfblo·underthe law. Thl;; dQ¢umenl W;lS prpduced by AIAsoflVJate aI16:38=42 on 0511e12012.underOrdlir No.34n1li0119_1 which ElXj!l(lis on 0511712013. and is noHor resale; User Notes: . (150()1l!!9475\ § 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 3.2.1 Execution oHhe Contract by the Contractorinrepres.entation that tile Contra<;tor has vi$ited tht': site, beconle generally familiar with lQCal cQnditions under which the Work is to be performed and correlated persolial6bservatiO!IS ,,,ith requirements ofthe G~ntract Docljhl(mts~ .

§ 3.2.2 Because the Contract Doclililelltsare complementary, the Contractor shall, before Starting each portion ofthe Work, carefu\lystudy alld compare the various Contract Documents relative to that portion ofthe Work, as weU as the information furnished by the Owner pursuant to Section 2.2.3, sball take field measurements ofany existillg conditions related to th.at portion ()fthe Work, andsball observe any con~litiOI)s at lht': site aftectingit. 111€:Se obligations are for the purpose of facilitalingcoordination and c9nstrllctian I>y the ContrnctQr and are not for the purpose ofdiscovering errors, omissions; or inconsistencies in the Contract Documents; however, th'e Conlractorsha\l promptly report to the Architect any errors, incoilsisteilcies or ol11issions discovered by or made known to the Contractor as a request for information in such form as the Architectmay require. Ii isrecognizedthatthe Contractor's review is made in the Contractor's capacity as a contractor and Ilot as a licensed design professional, unless oth.erwise specifically provided in the Contract Documents.

§ 3.2.3 The Contractor isnot required to ascertain that the Contract DQCuments are in accordance \Vithapplicablt': laws, statutes. ordillances. codes. rules and regldations, or lawful orders ofpublic authorities, but theCOlltractor shall promptly report to the AI'chitect anynonconforniity discovered by or made known to the Contractor asa request for information in such form as the Architect may .require.

§ 3.2.4 If the Contractor believes that additioual cost or time is involved because ofclarifications or h,stl'lu~tiOl\S the Archit~t issues in responSe to the Contractor's notiCes or requests for information pursuant to SecdIJlls 3.2.2 or 3.2.3, the Contractor shall make Claims as provided in Article 15. If the C()nll"llctor fails to perform the obligations of Sections 3.2.2 or 3.2.3. lhe Conll"a"Ctorshall pay such costs al'ld damages to the Owner a"Swould have been avoided if the Contractor had performed such obligations. If the Contractor performs those obligations, the Contractor shall not be liable to lhe Owner or Architect for damages r€:SuIting from errQrs,inco.lsislencies oromissiollS in tbe Contract Documents. for difterences between field meaSIJrl;~ments qr cQnditioils and the Contract Docuinellts.or for . nonco.ilformities ofthe Contract Docmnents to applicable laws, statntes, ordiuiiuc¢s.codes,.rules and..regldadQlls. and la'lvfitl orders (If public allthorities.

§ 3.3 SUPERVISION AND CONSTRUCTIONPROGEDURES § 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attentiOIl. The Contractor shall be solely responsible for, and have CQntrol over,constructiOllmeans, methods. te<;hniques, sequences and procedures lind for coordinating all PQr!i<;>ns ofthe Work linder the Contract, nnless the Contract Documents give other specific ill.strllctions c(jllcemilig thesell1atters. Ifthe Contract DOcuments give specific instnlctions concertliug construction mealiS, methods, techniques, sequetlc.eSO! procedures. the Conll"actorshalI evaluate the jobsite safety thereofand, except as stated below, shall be filItyand solely responsible for the jobsite safety ofsuch means, methods. techniques, sequences orprocedures. Ifthe Coniractor detennines that slu;h means, methods, techniques.seql!ences or procedures may nol be safe, the Contractor shall give timely writtenllotic.e to the Owner and Architect 'and shall not proceed with that PQrtion oflheWork without fi.lrther written iilstructiQns from the Architect. lithe CQntractor is thell instructed to proceed with the required .11eal'ls, ii'lethods. tecllliiqucs, sequences or procedures without acceptaJice of changes proposed by the COlItractor. the Owner shall be solelyresponsible for any loss or damage arising solely :from those 'Owner-required means. methods. techniques, sequences or p r o c e d u r e s . ' § 3.3.2 the Contractor shall be responsiblt': to the OWner for acts andomiS$ions ofthe Gontractor's employee,s.

Subcontractors and their ag~nt~ and elllployee~, and other persons or entities performing portions of the Work for. or on behalfof, the Contractor or allY orits Subcontractors.

§ 3.3.3 The Contractor shall be respoilsible tor inspection of portions of Work already performed to determine that such portions are in proper condition to receive subseqllelit WQrk.

§ 3.4 LABOR AND MATERIALS § 3.4.1 Unless otherwise provided in the CQntract D(>clllllenls. the (:Qntrat:lorshall provideandpa:y for lal>eir, materials, equipment. tools. construction equipment and nlllchinery, waler, heat, utilities. transportation, and other tacilities and services necessary for propel" 'execution and completion ofthe Work, whether temporary or permanent and whether or .110t illcorporate(Jor to be incorporated in IbeWork AlA Document MOi'" - 2007. eopyiiQnt~.1911. 1915. 1918, 1925, 1937. 195i.'1958. 19S1,19~:l. 1965. 1970. 1975. 1967, 1997 and 2007 by Tlie American Inll. InstitUte ..,fArchllects.AU rights reseJVild. WARN1N!3: 'Thls AIA'& Oocument .Is pl'!)leclildby U.S. C..,pyrlgflt Ulwand InterilatlQlial T~aUes. Unauthorized 12 tel1~du(:tl0ll\lrlll$lribu~0I1. of tJjls!l!A'" [)ocL!menl~ or. aliy. porl!9n ..,flt) :l11ay rlilslJl~ ill severe ci:,i1anil crfl11lnalpe/lllllles,·al1.!iwil! be prfilSecutlild tq the maxlmuri\ extent possible under'tlie law. This dlicumeillwiisproduced byAIA.so!lwareat 16:36:42 on 05/1812012uilderOrder No.347716011.9_1 \'ihich expires on 05/17/2013, and is notfor resale.

User Notes: § 3.4.2 Except in tire case orminor changes in the Work authorized by the Architect in accordance with SectioilS 3.12..8 or 7.4, the Contractor may make substitlltions only with the consent :ofthe Owner, after evaluation by the Architect and in accordance with a Chlinge Order or Construction Change Directive.

§ 3.4.3 The Contractor shall enforce strict discipline and gQOdorder among the Contractor's employees and other persons carrying out the Work. The Contractor shall ilofpermit employment ofunfit persQJls Qr PCr$ons not properly skilled in tasks assigned to them.

§ 3.5WARRANTY The ContractQr warrants to the Owner and Architect that materials and equipment filmisbed \Illder the Contract wiJI be 9f gpod qmility and nen' lllliessthe Cpntract Documents require or permit otherwise. TIle Contrlj.ctor tiJrther warrants that the Work will conform to tlie reqilirements ofthe Contract Documents ·and will be free from.defects, except (or those inherent in the quality ofthe Work the Contract Documents require or pertuit. Work, materia.!s; 9requipm¢nt not conforming to these requirements tllay be considered defective. TIle Contractor's warranty excludes remedy for damage or defect caused by abuse, alterations to the Work not executed by the Contractor, improper or insufficient Illaintenance, improper operation, or normal wear and tear and normal usage. Ifreqliired by the Architect, the Contractor shlj.U tilmi$h satisrnctoryevidence as to the kind and quality of materials and equipment. The terms ofthe warranties ofSection 3.5 shall be ill addifion to and not in limitation ofany other warranty Or remedy provided by law, equity andlor theColttract Documeilts, and shall be interpreted to require Contract6rat its expense to cllre all defective or deficient Work within a period of not less than one (I) year after Final Completion ofthe ProjeCt, orlong~r if required by the Contract Documents. The Contractor shall correct such Work promptly lipon receipt ofwrittelll1otice, from the Owner. Ifthe Contractor fails to do so within a reasonable time ofnot more thall seven (7) days after receipt qfsuch notice, Owner ~llay correct such Workand Contractor sh~11 promptly repay Owner the reasonable cos.t ofs.uch corrective work uppn demand. OWtler Illay offset such costs of correction against any payments then or later due Contractor. Any corrective work shaH itselfbe warranted by Contractor for a period ofone( I) yellt from the date ~uch corrective work is performed. Contractor's warranty obligations do not illcludetherepiiir or correction ofdefeCtive or deficient Work caused exclusively by Owuer's abuse, improper operation or maintenance, or normal wear and tear under normal usage. ..

§ 3.6 TAXES . ' The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Cplltractor that are legally enacted wllen bids are received or negotiations concluded, whether or not yet effective Or merely schedliled to go into effect.

§ 3.7 PERMITS. FEES, NOTICES AND COMPLIANCE WITH LAWS § 3.7.1 Unles.s otherWise provided in the Contract D9cuments, the Contractor shallsecnre and pay for tlJebuilding perniit aswell as for other pemlits, fees, licenses, and inspectiolls by goverilment ageilcies necessarylcir Proper execution and completion oCthe Work that are customarily secured after execution ofthe CQntract and leglJlly required at the time bids are received or negotiations concluded.

§ 3.7.2 TIle Contractor shall comply with and givenoticesrequired by applicable Jaws, statlltes, ordinances, codes, rules and reg(Jlations, alid lawful orders of public authorities applicable to performance ofthe Work.

§ 3.7.3 Ifthe Contractor performs Work that it knowingly or should have ktiown to be contrary toapplicaple laws, statutes, ordinances, codes, rules and regulations, or .1awfidorders of public authorities, the Contnictor shall a'Ssluiie appropriate responsibility f'or such Work and shall bear the costs attributable to correction.

§ 3.7.4 Concellied 01' Unlmown Conditions.lfthe C.ontractor encotmters conditions at the site that are (I) subsurface or otherwis.e cciilcealed.physical conditions that differ materially frplll those indicated in. the Contract pocmuents <ir (2) unknown physical conditions oran unusual nature, that differ rilatedally from thoseordinadlY fOUlld 10 exis.t and general1y reCOgnized as inherent in construction activities ofthe character provided for inlhe Con.tractDocUlllents; the Contractor shaU promptly provide notice to the Owner and the Architect berore condiiionsare distm:bedund in no event later than 2J days after first observance oftile conditions. The Architect will promptly investigate such c(lllditi9ns and, ifthe Architect deterlllille~ that they differ materi!ll1y and cause· an increase or decrease in the Contractor's c()st of, ()r tinl'il r¢quire(1 fQr, per.formance ofany part of the Work, will recollJl1l¢nd ~il.eqllitab'e adjustment in the Contract Sum or Contract Tiole, or both. Tfthe Architecldetermines thafthe cqnditioiis at the site iire AlA DC!cument A201™ - 2007. (;opyrighl @ 1911. 1915, 1918, 1925. 1937. 195.1.1958, 19S1.1!!83. 1sE18, 1970, 1976.1987.1997 arid 20P7byT/1e American Inll. Insfiluleof Nchrtecls. All rfght$reserved.WARNING:T~Il!AJ.A"'DocuJ:i111ntis pmtlicted by U;S.CopYrig~tLa\'land l,ntemaH,Gllal Treaties, l!naut/111ri%~d 13 reproi!ilctlonodllstributlon of th.ls AlA'> Document•.0; ally porlion of If. may result; hi sev.llre cMI aild criiillhalpeijiilties, illll! Villi be prosecute.d tQ. the m;lximum extent possible und!>r the law. This dp<:ufflllnt wasprodut;ed by.AIA soflW;lrll'aI16:~8:42(jiJ05/18/2012 uheW Order' NO:3477160ffll'::1 whicl'l elqiires on 05/17/2013. and is nol for resale. .

Uso.r Notes: not materially di·fferentfrom those indicated in the Contract Documents and tbat no chan~e in the terms ofthe Contract is justified,tlle Architeetllhallpromptly notify the Owner and Contractor in writing, stating the reasons. IfeHher party disputes. the Architect's detennination Qr recoliimendatioii, that partylnay proceed as provided in Micl.e 15. - § 3.7.5 If, in the course ~fthe Work, the Contractor encounters human remains or reCdgnizesthe e:dsteilce otbllrial n'larkers, archaeological sites or wetlands not indicated in the Contract Documents, the Contractor shall immediately suspend any operations that would aff'ect them and shall notifY the Owner and Architect. Upon receipt ofsuch l1otice, the Owner shall promptly take any action necessary to obtain governmental authorization required to resllllle-the operations. TIle Contractor shall continue to suspend such operations untilotherwige msfrl.!<;ted by the OW1ler but shall continue with all other operations that do notaflect thoserelnains or features. Requests for adjustments in the Cqntract Sum and Contract Time arising from the existence of!\lIch reinains pr features. may bl:: made as provided in Article 15.

§ 3.8 ALLOWANCES § 3.8.1111e Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amowlts and .by such persons or entities as the Owner may direct, but the Contractor shall 110t be required to employ persons .or el)tities to whom thl:: Contractor has reasonable objecti(ln.

§ 3.8.2 Unless otherwise provided in the Contract Documents, .1 Allowances shaIl cover the cost to the Contractor ofmaterials and equipnleilt delivered at the site and all required taxes, less applicable trade discounts; .2 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not in the a[Jowan.:es; and .3 Whenever cos.ts are !n9re than or les!ithan allQwances, the <:ontract Sum shall be adjllsted accordingly by Chalige Order. The amount of the Challge Order shall reflect (1 )the difterence betweenactllill costs and the allowances under Section 3.8.2. I and (2)changes in Contractor's costs under Section 3.8.2.2.

§ 3.8.3 Materials and equipment under an aIlowanceshall be selected by the Owner with reasonable promptness.

§ 3.9 SUPERINTENDENT §. 3.9.111wContractor shall employ a competent s\lperintcndent and necessary assistants who shall be in attendance at the Project site during performance ofthe Work. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding ·as if given to. the Contractor.

§ 3.9.2 The Contractor, as soon as practicable after awaId 9fthe Gontract, shall ihmish in writing to the Qwner .

IhrqughtJle Architect the name and qualifications ofa proposed superintendent. TIle Architect may reply within 14 days to the Contractor in \\'J"iting stating (I) "ilether the OWi1er or the Architect has reasonable objection to the proposed superintendent or (2) that the Architect requires additional time to review; Failure ofthe Architect to reply within the 14 day period shall constitute notice of no reasonable objection.

§ 3.9.3111e Contractor shall not employ n proposed s.uperintendent towhom the Owner or Architect h~s made rea~oilallle and timely objection. The Coiltractor shall not change thesuperinteildem withont the Owner's conseilt, which shall nol unreasonably be withheld or delayed. .

§ 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES § 3.10.1111e Contractor, promptly after being awarded the Contract, shall prepar~and submit for thl:: Owner's lmd Architect's information a Contractor's conslructioil schedule for the Work. 11leschedule shalJ not exceedtilile liillits current under the Contra<;t D()Culllents, shall be revised at appropriateintervals as reqUired by the cC)nditiollSof the Work and Project, shall be related to the eiltire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution oftheWork; § 3.10.2 The Contractor shaIl prepare a submittal schedule, promptly after being awarded lhe Contfl\ct and thereafter as necessary to maintain a c~Jrrent submittal sched~lle, imd shaIIs~blllit the schedule(s) for tbe. Archite¢t's apprQval.

111e Architect's approval shall not unreasonably bedelliyed (lr withheld. The $uQmittal sch¢dule shall (I) 1,le coordinated with the Contractor's coilstruction schedule, and (2) alIo\\' the Architect reasonable time to review submittals. Ifthe Contractor fails to submit a submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Tilllebased (lit the. tnUl:: required for review ofsubmittals.

AlA Document A20P" -2007.C6py!ilihl¢> 1911.1915.1918.1925,1931,1951. 1955; 1961. 1963.1966.1910; 1976.1987; 1997 andt007 bYTheAmencari InIt InstiluleofArchi.lecls. All rights reserVed. WARNING: This AlA~ DAIlumenlls pr(itectEld by U.S.:Cppyright Law alld lnleni.atl<mal TtlIatles·, Unaulh(iri~ed 14 repr¢U'!II(in ~r dl~ribulfQ!l(jft6!~ Al.~~ Oocllment,or any.portio\fofll, I11jlY res1llt'" sever4civll all,d ~rimlnal penijWes, ami will be Pl1'secutedt9tlt.e maximum extent possible tindllrthe lavi. This documenl was prOduced by AlA softWare aI16:38:42 on 0511812012 uiiiler Order N6.'3477160119-':1 which expires on 05117/2013; arid is nol for res.ale, User Notes: § .3.10.3 The Contractor shall perforlllthe Work ill general accordance with the mostreCent schedules 'Submitted iQ tlte Owner aud Architect.

§3.11 DOCUMENTS AND SAMPLES AT THE SIT!: TIle Contractor shall maintainlitthe~ite for the Owner aIle copy dfthe Drawiugs,Specifications, Addenda,. Change Orders and other Modifications, in good order and Iharked currently to indicate field changes ~nd selectious made dlirhlg construction,and t:me·copy ofapproved Shop Drawings, Product Data, Samples and sil1lil~r required submittals. These shall be available to the Architect and ·shall be delivered to the Architect for submittal to the Owner upon completion oftheWorkas arecord oCthe Work ascoustructed.

§3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPL.ES § 3.12.1 Shop Drawirigsare drawings, diagram!!, sclledules and other data specially prepared for the Work by tile Contractor or a Subcontractor, Sub-subcontractor, manufacturer,liupplier l,')r distributor toiUustraie SOme portion of theWolk § 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brocliures, dil\grams and other informationfumildu:d by the COlltrllctor to illustrate materials or equipment for some portion ofthe Work.

§3.12.3 Samples are physiCal example!! that ill~l!ltrat~.nlateriills,eqnipmentor workmanship and estllblish standards by which the Work wiII bejudged.

§ 3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. TIleir purpose is to demonstri\te the WilY by which t1~e Contractor proposes to conform to the information given and the design concept expressed in the (;ontract Documents for those portions ofthe Work for which the Contract DOCllments require Subulittals. Reviewby tile Architecri$sul?j~ct to theliluitati<:lIls ofSectiou 4;2.7. Infonlmtionlll sllbmittals upon wbich the Architect is not expected to take responsive action may be s6 identified in the Contract Dlicllments. ~ubmittalsthat are not required by the Contract Documents may be returned by the Architect withoutllcti<)n.

§ 3.12.5 The (;Qutractor.shall review for compHancewith the Contract i)ocllments, approve and submit to the Architect Shop Drawings, :Product Data, Samples and .sin;i1ar sulmuttals required by the C(jntrac( Documents in llccQrdance with the $ubntittal scbedule approved by tbe Nchitect or, in thc absence ofan approved subm iltal *) schedule. with reasonable promptness and in such sequence as to cause· delay in the Wod~ or in the activities onhe Owner or ofseparate contractOrs.

§ 3.12.6 By submitting Shop Drawings, Product Dllta, samples and similar submittals, the Contractor represents to the Owner lInd Architect that thc Contractor has (I) reviewe4 and approved them, (2) detemlined and verified materials, field measurements and field con$tnlCliQn criteria related thereto, or will do so and (3) checked and coordinated the information contained within such submittals wilhthe requirelllents of the Work an<:l Qfthe CClIltract DocLUnents.

§ 3.12.7 TIle Contractor shall perfornlno portion ofthe Work for which the Contract Documents require subulittal and review ofSllop Drawings, PrOOuc.! Data, Samples or similarsubm ittals until the respective suhmitta I has been approved by the Architect.

§ 3.12.8 The Work shllll be in accordance with approved subnuttalsexcept that the (;ontractor shall not be relieved of responsibility for deviations £Toni requirementsoftheContract Docunients by the Architect's approval ofShop Drawings,ProductData, Samples or similar submittals unless the Contractor has specificaHyinformed the Architect in writing of such deviation at the time of submittal and (I) the Architect has given written.approval to the specific deviation Ill! it minor change in the Work, or (2) a Change Order or (;ollstructio!l Change Directive has been issued authorizing the deviation.TIlc Contractor sh~1l not I>e relieved Qfrespollsibility for errOrs or omissions in Shop Drawings, ProdllctData, Samples orsi.m!jar submittals ~y the Architect's approval thereof.

§3.12.9 The Contractor shall direct specific attention, in ..;witing or 011 resubmitted Shop Drawillgs.., Product Data, Samples or silllilarsubmittals,to revisions other than those requested by the Architect 011 previous submittals. Iii the absence QfSllCh \witten nqtice, the Architect's apprQval ofaresubmission shall not apply to stich revisions.

NApocumentA201"'--2007. CopYliohi@1\l11, 1!!15, W% 1925; 1!!37, 1!!51i1958.1961, 196:!; 1966, 197P, 1976, 1987. 11197 iind 2007 by The Arn:eiican lillt. lris.tiluie qr Arc.hilecls. All i1gh!srll.servlld, W~lllflt<>::tflls AlA"' Docl!fIllln~ ISPn:J1ecte~ by U,S. C;:OPyrf9ht Law aild Int~rriali9ilal Treatle~.Uiiautll(jfjzed feproductlon ordhitriliiitlon olthls AJAFJ OOCUrililDt,; or any portlanof It,.maY restilltil SjlVete civil and crlmlnalpenalUes, and V:tIIl be proseCtfte" to the 15 msidmumllXtenl PPsslbl\! under tlielaw. T/lis docUm/ililt was prPQuc.~ by AIAsoflware at 16:3.8:42 on 05/18/2012 under Order No.3477160119~ 1 whiclf.eicPj{i!-~ on 0511712013. and Is nol ror resale.

User Notes:· .

§ 3.12.10 The Contractor shilll not be required to provide professional ,services thaI constitutcthe practice of architecture or engineeringunlesssucb services an~ specinclJlly required I.>y the COntract Dpcumentl! for a portioll of the Work orull less theC.Qlitractor needs to pl'oviqe su<;h services in. order eo carry out the COlltractqr'grespOnsil.>iIities for construction means, n1ethods, techniques, sequences and proced~lres.The Contractor shall not required to provide prqfessi<mal services in viQlatiOllofapplir,:able law. Ifpr(lfessional design servh;~ or certifications by,lJ.' '* design pro,fessional related to systell1s, materials or equipment are specifically required ofthe Contractor by the Contract Docm11ents, the OW11er and the Architect willspeeil}' all performance, and design criteria that such services must satisl}'. ll1e Contractor shalt caUse such services or certifications to be provided bya propedy licensed design professional, whose signature lJnd seal shall appear on all drawings, calculations,s.peCifications, certifications, Shop Drawings and other slibmittals prepared I.>y such professional. Shop prawhigs WId (llher s~iblnittals related to the Work designed or certified by such professiollal, ifprepared by others, shall \>ear sliC;hpr9fessional's written approval wher) submitted to the Archit¢Ct. TIie Q\\'iler and the' Architect shall be entitled to refy upon the adequacy, acciIracyaild completeness ofthe services,certitlc;ations and approvals performed or provided by such design professionals, provided the Owner and Architect have specffied to the Contractor all performance and design criteria tbat such services must satisfy. Pursuant to this Section 3.12.10, the Architect will review, approve or take other appropriate action on submittals ouly for the limited purpose ofchecking for conformance with information given and tlle design concept express~d in the <:;ontra.ct DOC~Ili1ent$. The Contractor shall, not I.>e respoullible' for the adequacy ofthe ' performance am! design criteria specified in the COlitract Dcicuillimts.

§ 3.13lJS~ ()F SITE rhe Contractor shall confine operations at tbe site to areas permitted by applicable Jaws, statutes, ordinallces, codes, rulesand regulations, and lawful ordel's of public authorities and tbe Contract Doc\lIl1~nts and shall not unreasonably encumber the site with materials or equipment.

§ 3.14 CUTTING AN,D PATCHING § 3.14.111leContractor shaH be,responsible for cutting, fitting or patching required to cdmpletethe Work or to make its parts fit together properly. All areas requiring,cutting, fitting andpatching shall be restored to the conClition existigg prior 10 the cuttit)~, fitting and patching, unless otlwrwise reqldred by the Clmlract DOCuillents.

C) § 3.14.2 The <:;OIitractor $haUnot darnage or eildanger a pQrtiQn (lfthe Work 'or fillly or partially completed construction 'ofthe Owner or separate contractors by cutting, patching or otherwise altering 'such constructioll,or by excavation. TIle Cofitractor shall not cut or otherwise altersuchconstmctioll by the Owner or a separate contractor except with written consent ofthe Owner and ofsuch separatecpntractor; such consent SI1811 not be unreasonably withheld. The Contractor shall not unreasonal.>ly \vithhold from the Owner or it lleparate contractor tbe Contractor's consent to cutting or (lthenvisealtering the Work. ' § 3.15 CLEANING UP § 3.15;1111e Contractor shall keep the premises and surtOlUlding area free ,from acculllulation of waste materials or rubbish caused by operations under the Contract. At completion ofthe Work, the C()I1tractor shall remove waste materials, mbbish, the Contractor's tools, construction equipment, machinery and surplus materials froin and about the Project. ' , § 3.15.21ftheClmtractor tails to clean lip as provided in the Contract Documents, the Owner may do so and Owner shall be entitled to reimbursement frol11the Contractor. ' § 3.16 ACCESS TO WORK Th tl Contractor shall Provide the O\vuer and,Architect access to. tbe Worl-. inpreparatjoll and progress wherever located.

§ 3.17 ROYALTIES. PATENTS AND COPYRIGHTS The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall bold the Owneralld ArChitect hannJess from loss on account thereof. ~~lt 1;hall not ber,espollsibleforsllch def¢n$e or IQss when a particulijr desigQ,pr9Ce.sS or product ofa particular nUll1llflicturer or manufacturers is required ~y tb~ ~Qlltract Docllments, ,or wllere the copydght violations lire contained in Drawings, SpeCificatiolls 91' other docunicntsl;repared by tile Owner orArchitect. Ho,vever, ifthe toiltractor has reason to believe that the required design, process ,or product is an infringement of' a copyright or a patellt, the Contractor shall be responsible for such,loss unless s,uch ih (ormation isproll1ptlyfurnislled to the Arch itect.

AlA Document A201 m - 2007. copyiighi (?j 1911, 1915. 1918. 1925,1937, Hf51.1956. 1961.19113; 1966, 1970. 1976.1987, 1991 and 2007 by The Afuerican 11111. InsliMe of Archilects. Allrilihts reserve!!. WARNING: This AlAI!: Document Is Protllcte!l by Ui~. ~PPYrighU.l\w and lotematlonal Tre<ltles. Vn 3\llhoriled 16 reprodlJ!lllon jitdlstdb~tlOI) .offhl.s AJA"Ooc4me,!!. or any:portfonof1!i mall ~sl!'lln severe civil and 'criminal: penal~es. andwlll be prOUfiuttl!l It? the maximum extent possible under the law. Tlilsdocumenl.\yasproduced byAIA soflwareaI16:38:42 on 05/1812012 unde«;)rderNo.3477160119_1 whiCh eXpire's on 05/11J2013, aitdis noifor res'ale, ' User Notes: ' § 3.18 INDEMNIFICATION § 3,18,1 The Worl< performed b)' Contl"lldol" shall be at theex~lu~i\'erisl~ofContI'ador, To the fullest extent pel'miffed by applicable lilW, ContI'actor shall and does ag;I'ee to indemnify, protect, defend, Rnd hold (orevel' harmless tile Owner, affiliated companies ofOwnel'and the offieel's, directors, owners, shareholders, etl1ployees and agents thel'eof(colledively the "hldemnitces") fl'9m m,d against all claiuts, damages, losses, liens, ¢irliSes of irction, snits, jud.gmellts, an~ expenses, inc1t!di)lg attorneys'and othei' prpfesshmal fees, of an)' nature, kind ,ot' descripfign (if anypersgn gr entity, d\i'cctlYQi' iildii'ectl)' ilii$ing out (if, cAused by, 01" I'esulting fl'oln (in whole or in part), (8) the Worlt performed hel'eunder,or any pitl't thereof, or (il) any act m:olrtiss.ion of the ContI·i1ctot·, any sllb-slJbcontractol', anyone directly or indit'ectly employed by them, orilnytme that they contl'Ol 01" exel'cisecoJ;1trolo\'el" (collectively, "the Liabilities"). Thus, theindcmniQ' Obligations of Contractor under this Section shall not apply to that portion ,of the elaillls, damages,losses, liens, causes of action, snits, judgments, and expenses,inclllding attomeys' 01' other pl'ofessional fees arising ont of 01' relating to property damange, fllllnd by the Mer of fact to have heen callsedb)'the negligence of the Indemoitees.

(Paragraph deleted) § 3.18,2 In the event ofany demands, claims, damages, losses, liens, causes ofaction, suits or j~ldgments being asserted against the Project or Qwner allegedly based on acts or omissions tha.t may give rise to an Indemnitee's claim for indemnification by Contractor under Su~paragraph 15.11, tile ~ontrl\ctor, at its expense, shall assume and conduct, on behalfofthe Owner (and the other Indemnitees), with due diligence and in good faith, the defense thereof with counsel satisfactory to Owner; provided, hO\vever, that Owner shall have the right, at its option, to b¢ represented by advisory counsel ofits own selection and at its own expense. hl the evellt offaililrc by the Contractor to fillly pt:n.orin, in accordance with this SubparaWaph 15.12, Owner, at its option, and without relieving Contractor of its obligations hertmllder, may so perform, but all cOsts and expenses so incurred by Owner in that event shall be reimbursed by Contractor, together with interest on the Slime from the date any such expense was paid by Owner untilreimbursed by Cqutractor,at the highest applicable lawful rate ofinterest. .

§ 3,18.3 In the event there are any legal limitations now or hereafter in effect that may affect the validity or enforceability ofthe indemniflcationobligations set forth in this Agreement, such legal limitations are hereby made a () part or such indemnification obligati()us by reference and shall operate to amend the Agreement to the minimum extent neces~ary to bring the lIPplicable provisions into conformity with the requirements ofsuch limitations, lind as so modified, the indemnification obligationsshaU continue in filII force and eftect.

§ 3.18.4 All inde11lJlification obligations set forth hereiil shall survive theterniinatioll ofthis Agreement regardless of the reason for termination.

ARTICLE 4 ARCHITECT § 4.1 GENERAL § 4.1.1 The Owner shall retain an architect lawfiJlly licensed to practice architecture or an entity lawfidly practicing architecture in the jurisdiction where the Project is located, That person or entity is identifie4 as the Architect in the Agreement and is referred to throughout the Contract Documents as if singular in number, § 4.1.2 Duties, responsibilities and limitations ofauthority ofthe Architect as set forth in the Contract Documents shall ilot be restricted, modified or extended withoUt 'written conseut ofthe Owner, Contractor and Architect. Consent shall not be unreasonably withheld.

§ 4.1.3 If the employment ofthe Architect is terminated, the Owner Shall enlploya successor architect as to whom the Contractor has no reasonable objection and whose status under the Contract Documents shall be'that ofthe Architect.

§ 4.2 ADMINISTRATION OF THE CONTRACT § 4.2.1 The Architect will provide administratiol1ofthe C,ontract as described in tht< COlltract Documents and will be an Owner's reptesentativeduring constructioll until the date the Architect issues thennal Certificate for PaYllient. The Architect will have authority to act 011 behalfoflhe Owner only tothe extent provided ill the Contract Documents.

§ 4.2.2 The Architect will visit the site at intervals appropriate to ihe stage,ofconstruction, or,as otherwise agreed with the Owner, to become generally familiar with the progress and quality oHhe portion ofthe Work completed, lind to detemline in general ifthe Workpbserved is being perf"ormed in Ii maWler indicatiIlg that the Work, wlien fiJUy AlA POClIment, A201 TU - 2007. Copyright @,1911, 1915,1918,1926, 19~7, 1951, 1956, 1961. 1963, 1966. 1970. 19.76, 1987. 1997 and 2007 by The American Inll, Insiiluleof Archilecls. AUrjghls reserved. WARtlING: Wls AlA" Oocumentls pr~ljjcted by U.S,Copy!Hjht Law. andltltatilliUilnlilTreetJes. UijlilllJjPrizeq 17 may teptoductlorj or d~tril1iatiilnottills AlAf) Document; or any poJUO!l~t It, to result in severe civil an<!crlmlnalpenidlles,an4 wiil be pros'eauled the I m~xlmllme!Clent possible u.riderthel.ilw. This !locumentv/llsproouced liy,AIAsoflw3re'al 16:38:42'on 05/18/2012 under Order No.3477160119~1 which elipiies 0(1 051171201~, and is riol for resale.

User Noles: (1s'99859475) completed, \vill be in accordance with the Contract Doeuments. However, the Architect will not be required to make exhaustive or continuous on~site illspectionsto check the quality Gr quantity of the Work. TIle Architect will not have control over, charge ofi Or responsibility for, thecon!!tructiQn means, methods, techniques, sequences orprocedures, or [of the safety precaution!! and pr'ogramsill cOilnection \vith the Wcjrk, s.ince these are solely the C<mtractor"$rights alld respclllsipilities un~er .the Contract pocumentsj except as pr()vided in Section :t3.1. .

§ 4.2.3 On the basis oftlle site visits, the Architect will keep the Owner reasonably informed aOOm the IJrogress and quality oftheportioll of.the Work completed, and report to the Owner(l) known deviations from tile Contract Documents and from the most recent construction schedulesubmitted by dIe Contractor, and (1) defects and deficiencies ollserved in the Work. The Architect \vi.1I not. have control Qver or charge orand will not be responsiple for acts or olliis~ions ofthe Contractor, SUl)colltractors, or their agents or erilployees; or any oOler persons or entities performing portions ofthe Work.

§ 4.2.4 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as othenvise provided in the Contract Documents or when directcomll1unications have been specially authorized, the OWllerand Contractor shall endeavor to communicate with each other through the Architect .about matters arising out ofor relating to the Contract COllllnunicatiQns by and with the Arcbiteci's consultant!! Shall be tlIrough the Arcliitec!. COlllmilnicatioll~ by an~ with Subcontractors and material suppliers shall be through the Contractor. Communications by mId wit.h separate contractol's shall betlirotigh the Onner.

§ 4.2.5 Based on the Arcl~itect'sevaillationsofthe Contractor's Applications for Payment, the Architect will review and certifY the amounts clue the Contractor and will issue Certificates for Payment in such amounts.

§ 4.2.6 TIle Architect has authority to·reject Wpr~ that does not conform to the Contract D()Cuments. Wh¢ilever the Architect i::onsid(lrs it n¢c~sarY oradvisable, the AJ:'¢hit¢ct will have authority to reqUire insllec!Ion or testing orthe 'York in. accorclance ,vith Sections 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed.

However, neitlter this authority ofthe Architect uor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a dlltyor respollsibility onhe Architect to the Contractor, Subcontractors, material and equipJUeItt suppliers. theira~ents premploYees, or other per'$ons orentitie~ performingportiolls oftheWork. () § 4.2.7 The Ncllitect will review' and approve,or take other appropriate action upon, the COl'ltractor's submittals such as Shop Drawings, Product Data 11l1d Samples, but only Jor the limited pUrpose ofchecking for conformance with information ~iveil and the design concept expressed in the CGntract Documents. The Architect's actiOn win be taken in accordance with the submittal !!cheduJe apprQved by the Architect or, in the ab!!cnce of!\n approved sl!bmittal schecJule, with reasonable promptness wbileallmving sufficient tillte in the Architect's profe~sional judgm¢nt to perlilit adequate review. Review ()fSllCJl Slibmittals is not conducted for the purpose ofcJet~nnining the accuracy and completeness orother details such as dimensions alld quantities, or for substantiating instructions for installation or perfOrll1anCe ofequipment or systems, all of which remain the responsibility oCthe Contractor as required by the Contract Doculllellts. The Architect's review ofthe Contractor's submittals shall not relieve the Contractor ofthe obligations under Sections 3.3,3.5 and 3.12, The Architect's revit;lw shall not constitute approval ofsafety pr¢cautions or,llnless otherwist;lspecificaUy stated by the ArcWtect, ofallY constructiQll mel\ns, methods, tec1miques, sequences or procedure$. The }\rchitect'sapproval cjraspecific itelll shall not indicate approval ofan assemblyohvhich the item is aC9mponenl.

§ 4.2.aTIle Architect will prepare Change Orders and Construction ChangePirectives, and may authoriz.e minor changes ill the Work a!! provided in Section 7.4. TIle Archit~ct will ulvestigl\te and make detel'lninationsand recommendations regar4ing conl;ealed and unkJ10\Vn conditions as provided in SectiQn 3.7.4.

§ 4,2.9 The Architect will conduct inspections to determine the date or dates ofSubstantial Completion and the date of final completibi1; issue Certificates ofSubstantiai Completion pursuant toSectioll 9.8; receive and forward to the Owner, for the Owner's review and records', written warranties and relat.ed documents required by the Contractand assembled bythe ContractorpurslIant to Section 9.10; and i~ue a final Certificate for Payme.nt pUrSU3l1t to Section ~IQ .

§·4.2.10 lethe On1ter and Architect agre~, the Architect will provide One or lIlore project representatives tbassist 41 carryi ng out the Architect's responsibilities at the site. The duties1 responsibilities and limitations' ofauthority of such project representatives shaUbe as set Forth in all exWblt.to be incorporated in tile Contract Pocuments. .

AiADocumenlA2111'rY- 2;00.7•Copyright @1911. 1915.. 1918.1925, 1937, 1951. 1958. 1961,1963, 1966.1970; 1978. 1987. 1997aild2007 by The AJiiencail Inlt. InsliluleofArChilecls~A1I rights reserved. WARNING: This AlA" Document is protected by U.S.CopV.right J-aw alld' I.ntematfomil TreatIes.. UnaUlhQri~ed 18 repro.ducIlO,! or""stribi/IlQn of tillS.AlA" DOC!l!llelll, or enY.P0r!iol!ofiILmay rellU.I~ blsev!!re CiVil and enm/D,a' pelll!I!Jes,.aM will. !Ie pros.e~Uled Ii) IIl.e .

I maxImum eltUmt possible undedl1e law. This document was ·produoeil byAIAsoftwere aI16:38:42 on 05118/2012 under Oider No.3477160119...:1 which expires oii 05/17/2013. and is lioUor iesaie, . .

User NoteS: § 4.2.11 nle Architect will interpretilnd decide mattei's conceming performance under, and requireplent~ ()f; the Contract Documents on written request ofeither the Owner or Contractor. The Architect's reSpOJlSe to sllchrequests will be made in "Titing,within any time limits agreed upon or otherwise with reasonable promptness, §4.2.12 friterpretations and deCisjcllls qftheArchitect 'will be cOllsi$tent with theintcmt of, andreasonably itlferable from, theConttact Documents alld will bein writing or in the fQrIQ Qfdtawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both OWner and COntractor, will ilQt shQw partiality to either and will not be liable for results of interpretations or decisions rendered in g9bd faith.

§ 4.2.13 TIle Architect's decisions on lllaHersrelatingto aesthetic 'effect will be tinal ifconsistent with the hllent expres:sed in the Cc)ntract Documents. ' §, 4.2.14 TIie Architect wiII review and respond to requests :for information abQut the ContraCt Documents. The Architect's reSpOJlseto such requests will be made in writing within liny time limits agreed upon or othenvisewith reasonable promptness. Ifappropriate, the Architect wiII prepare and issue supplemental Drawings lind Specifications in response to the requests for information.

ARTICLE 5 SUBCONTRACTORS §5.1 DEFINITIONS § 5.1.1 A Subcontractor is a person or entity who h'as a direct contract with the Contractor to perform a pQl'tionofthe Work at the site. TIle tenn "Subcontractor" is referred to throughout the Contract DocunieJlts as if shlgular iit l1umber ' and means a Subcontractor oranallthorized representative of the Subcontractor. TIle term "Subcontractor" does not' in,elude a separate contractor or sUbcontra~tors of a separate contractor. ' § 5.1.2 A$llb,subcontractorisa per$oll or entity ,,,ho hl\s a direct,Qr indirect contract with a Subcontractor to perform a portion ofthe Work at the site. TIle term"$ub-subcollttactor" is refe.rred to thrQughquttheO,mtractDQClIments as if singular in number and means a Sub.sllbcontractor or an authorized represclitative ofthe Sllb.subcontractor.

§ 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK § 5.2.1 pnless olherwisestated in the Contract DQC~Il11ents or the biddingrequirelllents, tbe Contractor, as soon as practicable 'after award ofthe CQntract, shall :fuI1l~h in Writing to the O\VtlerthrQllgh the Architect the names of persolls or elltities (including those who are to fuliiish materials or equlpUwiltfabri¢ate<:l t6 a special design) proposed for each principal portion ofthe Work; The Architect may reply within 14 d~ys totheCoittractor in writhig $tating (I) whether the Owner or the Architect has reasonable objection to any such proposed person or elitity or (2) that the Architect requires additional time for review. Failure ofthe Owner or Arcbitect to reply within tbe 14-dayperiodshall constihitenotice of no reasonable objection.

§ 5.2;2 TIle Contractor Shall not contract with a proposed person or entity t6 whom the Owner or Architect bas lllllde reasonable and timely objection. TIle Contractor shall not be req\lired to conll'aclwith illiyonc to' whom the Contractor has made reasonable objection.

§ 5.2.3 If the Owner or Architect has reasonable objection to a persall or entil}t proposed by the Contractor, the Contractor shal/proPQse another to WhOIU the Owner or Architect has no reasonable objection. If the proposed but rejected Subcontractor was reasonably capable ofperforming the Work, tbe C;ontract Sum and Contra9t Time shllll be increased or decreased by the difference, ifany, occaSioned by slIchCltange, lind an appropriate Chllnge Order sballbe' issued before conmlenCel1lent ofthe substitute Subcontractor's Work. However,no increase in tbe Contract Sum or Contract Time shall be allowed for such changeunlt;lsstheContractorhas acted promptly and responsively in sulllnitting nalJ1es ~ req\iired. ' § 5.2.4 TIle Contractor shall not substitlite a Subcontrl\ctor, p¢rson or entity previously s¢lecied ifthe Owner or Architect makes reasonable objection to such substitution.

§ 5.3 SUBCONTRACTUAL RELATIONS ay appropriate agreement, written ,,,here. legaUy required for validity, the Contractor shall require each Subcoiltractor, to the extent ofthe Work to be performed by the Subcontractor, tQ ~b9Ulld to tltl;\ Contract!))' by terms oftbe Contract Docullieuts, and to assume toward the c;oiltractqr all the 9bligatioll~ and rCspollsib.iIitit<S, inCl1,l<:ling th,e rt;l~ponsibi1ity AlA o-ocumentA201TN - 2001. Copyrighl~ 1911, 1$15. 1Q1~, 1$25, 1$;17, 1951, 1~5i1. 1~t.1963.1966. 1970; 1976; 1987, 1997 ana 2007 by The AnlEiriean IOIt. lnstiiullil of Archltecls. All rights reserved. WARNING: This AlA" Oac\lmentls proJllcted by I,I;S, CO'pyright Law~,nd llltO[lla1l9l\al Treatl~s..1Jnalitho'rlze,d 19 reprodiicllon or iUstrlbutlon of thlsAlAl&Oocument; or any poft/on of it, may resulHiisevereclvlla,nd crlmlrialpenalti~s,andwllJbe prpsecuted tothll in'aldmum eittent poslllblll \Indll,rtlie h,lw, Thisdallllmenl was proclllced llyAlA $oftViarllaI16:38;420n 05118/2012 ,undiir Order No.34771601'19_1which,ei<j!lres on 0511712013. and is nal for resale, User Note,s:' , ""/IIlSS9475) tor safety of the Subcontractor's Work, which fheContractor, by these IJocuments, asstJmes toward the Owner and Architect. Each subcontract agreement shall preserveaud proteqt the dghts ofthe On'J)(~r a11(1 Architect tlll<!er the .

Contract Documents with respect tathe Work to bc perfon1wd by the$lIbcontractQr so that subcontraCting theretifwill not prejudice stIch rights, and sh~1l allQw to the SubcQlltractQr, unles~ specifically PrQvided otbenvise in the subcontract agreement,the lJel1¢fit Qfall. rights,- remedies'!llld redr~sagaiilst the COiltractor that the Contractor,by the Contract Documents, has again~ the Owner. Where appropriate, the Contmctorshallrequire each Subcontractor to enter into similar agreements with Sub-subcontractors. TbeContractor shalllllakeavaihible to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the SUbcontractorwiHbe bOllnd, and, upon written request ofthe$ubconlractor. identify to the:Stlbcontract9r terlll~ and conditions ofthe propos,ed subcontractagre¢ment that rnay.be at varimlce with the COI*iict D()Ctiiueilts.

Subcontractors will siJillliirly inake copies ofapplicable portions ofsuch d(}cuments available to.theirrespective proposed Stib-subcol)tract.QrS. .

§ 5.4 CONTINGENT AS$IGNMENTOF SUBcoNTRACTS § 5.4.1 Each SUbcontract agreement for a portion ofthe Work is assigned by the Contractor to the Owner, provided that .1 assignment is effe.ctive Oldy after termination ofthe Contract by the Owner for cause pursuant to Sectiol) 14.2 aod only for those sllbcpntract·l\greenlents that the Own~r accepts by ll(iti,tyiJlg the SubcQntractQr and Cc~'ltractQr in writing; and .2 assignmel)!issubject to the prior rigbts ofthe surety, ifany, obligated under oond.relating to the Contract. . - When the Owner accepts the assigtnnent ofa subcontract agreelJ1~nt, the Owner asSumes the Contractor's rights and obligations, under the subcontract.

§ 5.4•.2 JJpon such assignment, if the Work has been suspended for mOre tMn 30 days, the Subcontractor's compensatjonshall bc equitably adjusted for increases in cost l'esultingfrom the suspension.

§ 5.4.3 Upon such assignment to tile Owner under this Section 5.4, the Owner may fbrther assign the subcontract to a successor contractor or other entity. If the Owner assignr:; the subcontract to asu¢c¢gsor contr~ctor or other entity, the (~) Owner shall nevertheless rerimin legallyresP9!ls,ible for all oftbe successorCO\ltractOr's obligations luider the subcontract.

ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS § 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS § 6.1.1 The Ownerreseryes the right tp perform construction or operations related to the Project with thill OWner's own forces, and to award separate cqntracts in connectiol.l With other pc)rtioils ofthe Projector other construction or openltions 0\1 the site under Conditiol,lS ofthe Contract identical or substantially similar to these including those portions related to insurance and wah;er ofsubrogation. If the Contractor claims that delay or additional cost is involved because ofsuch action bytbe Owner, the Contractor shaU make such Claim as provided in Article 15.

§ 6.1.2 When separate contracts are awarded for ditl'erentportions oftbe Projector otber constf\,ctiQIl or PPf<rations on the site, the term "C~>ntractor" lil the COlltract.D<icumeilts hi eal;h cas¢ shall mea,) the Contractor who executes each separate QWIler-C<;mtractor Agreement.

§ 6.1.3 The Owner shall provide for coordination afthe activities of the Owner's pwn forces alld of each separate contractorwilh the·Work ofthe Contractor, who shall cQOperate with them. The Coiltractor shall participate with <;lther separate contral;tors and the OWlledn niviewing their construction schedules. The COlitractqr shall make auy revisions . to the constrl.lctionsch.edule deemed nec~sary after a joinl review and mlltual agreeI1)ent. The construction scherltiles Shall then con~titute the schedules to be us,¢d by the Contractor,sepal'ate contractors and the Owner lUltil subsequently revised.

§ 6.1.4 Unless otherwise provided in the COlltract Documents, wh~n the OWller performs constl1lction 01' operations related to the Project with the Owner's OWll for<;es, th¢ Owner shall be ~eemed to be $llbject to tlwsarne obligations and to have the same rigl)(s tbat apply to the C()I\lraC;tor tinder the Conditions ofthe Contract, inchlding, without excluding others, thi)se slate,d in Article 3, this Article 6 and Articles lO, II and 12. .

AlA P09ument AZW" -i007.Copyrightll} 1911.1915,1918.1925.1937.1951,1958.1961. 1963. 1966. 1970.1976, 1987. 19971md.2007 byTlie Ameiicarl hilt. Institute or Archilects. All rights reserVed. WARNING: This AlA'" I)ocumenl Is proteCt@ by U.~. c.opyright l-ew and InterneUOIl~ITreatles. Ul1authod,ied 20 reprodllcllononlistrill),lUoil oUhls AlA'" Ooc!lm13ilt..or,enYP~rtlon.l!f~. mayresulUn s13vere civil ami crimln.el penllilles,end wllllle prli)seculed to ~he maximum !,!xtentposslble under the IaY/. Thisdcicum~nl"/as produced by AIAsoflware at 16:36:42on 05118/2012 under Order No.3477160119_tVlhlch exPires on0511712013,ancHs not ror resale.

User Notjlli: . .

§ 9.~MUTUAL RESPONSIBILITY §6.2.11.be Gont.\'actorshall afford lhe Owner alld$epa(ate cQiltractor$.reasonable ()PP9ltunily (or introducti()n and storage oftheir materrals and equipmelltand performance of'their activities, andsl1a[J ¢QiUlect 311d coordinate the Contractor'sconstnlctionand operations with theirs as required by the Contract Documents. .

§ 6,2.2Ifpart of the Cqntraclor's Work depends fOf proper exec.ution or results upon construction or operations by the Owner.or a $eparate contraCtor, theCQntractor shall. prior to proceeding with that po.rtiQtl ofthe Wprk, promptly report to the Architect apparent di$crepancies9f Ilefects in§~chotherconstnrction that would render it unsuitable for such proper execution alid restllts. FaiIlire or the C()nttactof so to feport shall constitute an. ~cknPwledgni¢iltthatlhe Owner's or separate contractor's completed or partially cOlllpleted construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable.

§ 6,2.3 nle Contractor shall reimburse the Owner for costs the Owner incurs that are payable to a 'separate contractor because onhe Contral;tor's delays, intprpperly timed activities. or defective I;onstruc;:tiotl. The Owner shall be resp(:lilsible(l the Contractor for co~s the Contractor incurs because ofa separate contractor's delays, il11properlY timed activities, damage to the Worle or defective construction.

§ 6.2.4 The Contractor shall promptly remedy damage the Contractor wronglhlly crilises tOCOn'lpJeted or partially completed construction or to.property onhe Owner or separate contractors as provided in Section 10.2.5.

§ 6.2.5 The Owner and each separate contractor $hall have the same responsibilities for cutting and patching as are etes¢riQ,fd fQr the c:olllractor lil SectlPIl ;3.14. .

§ 6.3 OWNER'S RIGHT TO CLEAN UP Ifa dispute arises among theContl'actor, separate contractors and the Owner as to the responsibility under their .respective contracls (Qr maintaining the premises lln(Jsurroundingarea fi'ee from wa!itematerials and ntbbish, the Owner may clean up and the Architect will allOcilte the cost 31UOng thQse responsible.

ARTICLE 7 CHANGES IN THE WORK (~) § 7.1 GENERAL § 7.1.1 Changes in the Work may be accomplished after execution oftile Contract,. and without invalidating the Contract, by Change Order, Construction Cl!31lge Directive or order for a minor cll311ge in the Work, subject to the Iimitatipnsstated hi this Article 7 and elsewhere in the C9illraCt DQcuments.

§7.1.2 A ChatigeOrder shall be based upon agreement among the Owner, Contractor and Architect; a Constructilill Change Directive requires agreement by theOwneralld Architect and mayor may not be agreed to by the Contractor; an order for a minor change in the Wbrk may beissued by the Architect alone. .

§ 7.1.3 Changes in the WQrk$hall be performed under applicable provisions oftile Contract Docunll';nts, and the Conh'actor shall J>r9Ceedpromptly, linless otherwise proVided in the Change Order. COJistruction Change Directive or order for a minor change in the Work.

§ 7.2 CHANGE ORDERS § 7.2.1 ACbange Order is a written instrument prepared by the Architect and signed by ihe Owner, Contractor and Architectstatitig their agreement ltponall of the foll()wing: .. •1 TIle change in the \VQrk; .2 Th~ arnQunt onhe adjustment, ifany, in the Contrlict Sum; an<l .3 The extent ofthe adjustment, ifany, in the Contract Time.

§ 7.3 CONSTRUCTION CHANGE DIRECTIVES § 7.3.1 A Construction Change Direc.tiveis a written 9rder prepared by tbe Architect and signed by the Owner and Architect, directing a change in the Work prior to agreement 011 adjustment, ifany,in the Contract Sum or Contract Ti,me, or both. TIleOwnenuay by Cqnstruction CluIIi.ge Directive, without invalidating theC(lntraet, order cltangesin the Work within the general scope ofthe Contract conSisting oradditions, deletions or Qtherrevisions, the Contract Sum and Contract Time being adjusted accordingly.

AlA Document A2011U - 2007. Copyrighl @ 1911, 1915. 1918, 1925. 1937, 1951. 1958, 1961. 1963,1966. 1970.1976. 1987. 1997 aild:2007' by The AiJ1erican Init. Inslilula'pf ACl,hlhl¢(il. J\l1 rights resarved. WMNING:111111 AlA~ Oocu.!i1entlll ptote¢ted IIY U,S.CQPYJigI!tLal'l;lOll 1l1tilmallQnai Treaties. UnaulhoriZed 21 repl"llduclJ~" (It \llstrlbullonllfU1ls AlA'" Ooctimant,pr any portion (If it. may re~lt In sev~ civil and crimInal pllIJ.allhla. and wlll be pr~e,cutedt<? til.e maximum eXlllnt possIble under the law. This doc.umeril was prOduced byAIA softwiiiilal 16:38i42'oii 05/1s/2012 udder .Order No.3477160119_1 which e~kes oIJ05/17/2013. and III noltor rasilie. .

U.ser Noles: .It""""'--'~'· .

§ 7.3.2 A Conlitructicil1 Change Directive shall be llSed intlie absence oftot,aIagreement Oil the terltls ofa Change Order.

§ 7.3.3 Ifthe Construciion Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on pne Qftl:u~ fQUowing nwthQds: .1 Mutual acceptance Qfa lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 Unit prices stated ill the Contract Documents Oi' subsequently agreed upon; .3 CoSt to be determined in a manner agreed upon by the parties and a nmtuallyacceplable fixed or percentage. fee; or ' .4 As provided in Se<;tion 7.3.7.

§ 7.3.4 ,If unit prices lire stated in the Contract DOCuments or sub$.equently agreed UpOll, and if quantities originally contemplated are materially changed in a proposed Change Order or Construction Change Directive liO that application of such unit priCes to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the,applicable unit prices shall be equitably adjusted.

§ 7.3.5 Upon receipt ofa Construction Change Directive, the Contractor shall prQUlptly proceed with the change in the WQrk involveda,nd advise the Architect (lfthe CC)fitractot's agreement or disagre~lllentwith tlie nlethod, ihny, provided in the Construction Change Directive (or deterrtlining the proposed adj,lstlni:nt in the Contract Sum or COIltract Time.

§ 7.3.6 A Construction Change Directive signed by the Contractor indicates tile Contractor's agreement therewith. including adjustment ill Contract SlUll and Cpntract Time or the method for deterillillillg them. Such agreement shall be efTeciive immediately and shall he recor.ded as a: change Order. ' §7.3.7 Jflhe,Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the ArchitectshaU determine the method and the adjustment on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, inchlding, incase ofan increase in the Contract Sum, an amount for overhead and profit as. set forth in the Agreement. Qr ifno::;ucb)lIllQuntisset (orth i!ltlle A.greement, a reasonable;: !lmount. In such case, and also under Section 7.3.3.3, the Contractor shall keep alld preseht, in stich form as the Architect may prescribe, an itemized accounting together with appr9ptiate supporting data. Unless otherwise provided in the COlltract Documents, costs for the purposes of this Section 7.3.7 'shall be limited to the following: .1 Costs ,oflabor, inclUding social security, old age and unemployment insurance,fringe benefits required by agreement or custQll1, and workers' compens,ation insllrance; .2 CO,sts of mater ill Is, supplies and equipment. including co~t oftransportation, whether i11corpor!lted or consumed; , .3 Rental c()sts ()fmachinery llIld equipment, exclusive ofhand tools, whether rented from the Contractor or others; .4 Costs ofpremiulUs for all bonds and insurance, permit fees,and sales, use or similar taxes related to the Work; lind .5 Additional costs ofSUl)el'vision lind field office persOl~nel directly ,attributable to the change.

§ 7.3.8 The amoUnt ofcredit to be allowed by the Contractor to the Owner for a deletion or change that result::; in a net decrease in the Contract Smn shall be actllalnet Cost as confirmed by the Architect. When both additions and credits covel'ing related Work orsubstitlltions are involved in a change, the allowance for overhead and profit shall be figured on the basis ofnet increase, ifany; with re.spect to that change.

§ 7.3.9 Pending final determination of the tptal cost ofa Constmction Change Directive tpthe Owner, the Contractor may reqttest payment for WC1!'k colllPleted under the Construction change Directive in AppHcatiQns for PaymenJ. The Architect will make an interjm determ ination for purposes of monthly certification {or payment for those costs and certifY for payment the amount that the Architect determines, ill the Architect's professional judgment, to be reasonably justified. The Architect's, interim determination orcost shall adjust the Contract StUll on the same basis as a Change Order, subject to the right ofeither party to disagree and assert a Claim ill accordance with Article J 5.

§ 7.3.10 When the Owner and C,oiltractor agree with a determinaticmwade by the Art;hitect cOltcerniug Ule adjustments in t\i,e Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments; such AlA I:)Clcument ~Q1'''-2007'. C;:opyrjght @ 1911. 1915; 1918, 19~5. 19~7.) 951. 1958,1961, 196"3, t9,~. 1970, 1916,. 1987, 1997 and 2007 by The American Inll. Iilstitute of Architects. All righls reserved. WARNIN,G: ThlsAlA<rt Documenl Is protected by U.S; CopyrightLawand International Treaties. Unauthorized 22 to reprolillctlon ordlstributloIlQUlili;AlA" Qt;)(;ument, or any (jilrll<m of It, may resulUrl sevfilrQ cWRand cjJillltial penalties. and WiUlie prosecuted t/l,e' , maxlmumexten,t possible under the law. rhls doc;umt;tnt was prQduced by AIAsoflware a! 16;~8;42 on 0511,8I2Cl1211n~er Ordfilr N9.347716Q119~1 which filxpires on 05117;2013, and IS not for resale.

Usilr'No,les: agreement shall heeffuctiveimmediately and the Architect wi II prepare a Change Otdei'. Change Qrdetsl11ay be issued for an or any part ofa COl1structionChange Directive, § 7.4MINOR CHANGES IN THE WORK TIle Architect bas authority to prder minoe cbljng¢S i~ the Work neit illveilving adjustment iii1l1C Contract Sum or extension oIthe ContractTh'ne.and not iilconsisteltt wit!l the illtent ofthe Contract DCicun'lents. Suchchal1ge!!will be effected by written order signed by the Architect and shall be binding on the Owner and Contracfpr.

ARTICLE 8 TIME § 8.1 DEFINITIONS § 8.1.1 Unless otherwise provided, Contl1lctTin:leis the period oftime, illcluding.authori;l:ed adjustments, allotted in the Contract Documents for Substalilial compleli(}nofthe W¢rk.

§ 8.1.2 TIle date of commencement of the Work is the date established in the Agreement.

§ 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8.

§ 8.1.4 The term "day" as used in the Contract Document!! shal1meao calendllr day .unless otherwise specifically defined.

§ 8.2 PROGRESS AND COMPLETION § 8.2.1 Time limits stated itl the Contract DOCUUlentsare ofllle essence of the Contract. By execuliilg tile Agreement the Contractor CQl1firnl$ that the Contract Time is a reasonable period for perfonning the Work.

§ 8.2.2 The contractor shall not knowingly, except by agreenlent or instruction ofthe Owner in writing,prematurely commence operations on the site or e1sewhel'e prior to the effec.tive date 9fitjsurance required by Article 11 to be filrnislled by the Contractor and Owner. TIle date ofcommencement ofthe Work shall not be changed by the effeetive date of!!uch in~l1rance.

() § 8,2.3 The G<mtractor shall proceed e,xpeditiot!sly \Vi~h adequate forces and shall achieve8ubstantial Completion within the COntract Time.

§ 8.2.4 Owner shall not be liable to COlltractor in Clny 111alliler whatsoever for any delay from causeS beyond Owner's sole and exc1u.sivecontrol. No payment or compensation ofany kind shall be due to the Contractor for damages ofany .kindarising frornl\ny delay by Owner or others in the commencement, progress or c.olllpletion of the Work. "lf Contractor is delayed in the perfgrmiltlce oftbeWoik by any act or delay caused by the Owner, Architect, or by Owner's other cOJittactors perf,ormingwork or service!! e~cltJ.dedunde[ 5.~.4, the Substantial Comph:tion Date shall be extended by the number of days associated with such delay. .

§ 8.3 DELAYS AND J:XTJ:NSIONS OF TIME § 8.~.1 Ifthe ContractQri$ delayed at any time.in the commencement or progress onlle Work by an act or neglect of the Owiler or Architect, or ofan employee Clf either, or ofa separate cQlltractor employed by the Owner; or by chlll1ges ordered in the Work; or by labor disputes, fire., ullllsual delay in deliv¢ries, unavQidable casualties or other causes. beyond the Contractor's control; or bydelay·aulhorized by the Owner pending mediation and arbitration; or by other causes that the Architect deternlin:es 111a)'justify dela)', then the Contract Time shall be extended by Change Order for such reasQnable time as the Architect may determine.

§ 8.3.2 Clainls relating to time shall be illade in accordance with applicable provisions ofArticle 15.

§ 8.3.3 TIlis Section 8.3 does not preclude recovery of datiia~es for delay by either party under other provisiona pfthe Contract Documents.

ARTICLE 9 PAYMENTS AND COMPLETION § 9.1 CONTRACT SUM The Contract Sum is ~tated in tbeAgreement and, inchtding authQrized adjustments, is the tOtal alllQunt payable by tbe Owner to the Contractor for pet'forrilance of the Work und.er tile Contract DOCuDlet1tS.

AlA Document A201'Ol - 20ti7.CllPyrighl~ 1911, 1915. 191~. 1925, 1937~1951, 1958, 1961.. 1963. 1~66. 1970.1976.1981. 1997and2007 by The American Irllt. Institute <ir Arciiitects. All righisieserved. WAANING:tltlli AlA0 DllcumeHlJs protected by~.S,. cl;lpy~glJt.law and !!l~ematl(m.a.l!~a~'~.l.I.nau.lllomed 23 reJitollllcl.fQn. llrdlstribullon of tills ""A'D Document•. o.r any porlionofit. may result In severe civil and crimrriill pi!nidUils. and will be prosecuted to tile maxlmul!l extent possIble u.n.der the law. Thlsdoc\lmenlwall prodUC!ld by AlA 1I0rlV/are:a.t16:3~:420n 0511812012 unclei' Qrder No.3477160119_fwhich.eiqllies on 0511712013. and is not for resale. .

User Noies: . .. (1500859475} § 9.2 SCHEOULE OF VALUES Where the Contract is based 011 a stipulilled sum or Guaranteed Mllxinnuu Pdce, the Contractor shall.subl11it to the Architect, before. the fil'st Application fe;;r PaylUent,a schedule QfvaluC$ allocating the entire Contract Sum t,o the variQlI!;. PQrtiollS Qf the Work and prepared in su~h form and supported by such data to substantiate its accuracy as the Architect m~y require. This schedole, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment, ' § 9.3 APPLICATIONS FOR PAYMENT § 9.3.1 Atleast ten days beforethedllt~ estllblishe<l for each progres,s pa)'lllent, the Contract()r shalLsubmit to the ;\fchitect an itemized Application for Payinent prepared in accordance with the schedule ofvalues, ifrequired uIl<ler ~ection 9,2, for C911lpletedportions oftbe Work. StIch ltpplication shall be notarized, ifrequired, andsnpported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and shall reflect retainage if provided for in the Contract Documents.

§ 9.3.1.1 As provided in section 7.3.9, such applications may include requests for payment on account ofchanges in the Work that!lave been pri?perly authorized by Construction Change Directives, or by interim determinations ofthe Architect, but not yet included in Change Orders.

§ 9.3.1.2 Applications for Payment shall not include requests for payment for portionsofthe Work for which the Contractor does not intend to pay a Subcontrllclor or material supplier, llitless such Work has been performed by Qtbers whom the Contractor intends to pay. .

§9.3•.2 Unles.s ,otherwise provided in the Contract Documents, payments shall be made on accountoflltaterials and equipmeilt delivered and suitably stored at the site for subsequent incorporation in the Work. [fapproved in advance by the Owner, paymentmay similarly be made for mllterials and equipolent suitablystQred off the !lite at a location agreed upon in writing. Payment for materials and eqUipment stored on Qr offthe site shall be cQnditioned upon compliance by the Contractor with procedures satisfactory to the ()wner to establish the ()Wiler's title te;; such materials and equipment or othenvise protect the Owner's interest, and shall inclu<le the cOsts otapplicable ilisurance, storage and transportation to the site for Slich materials and equipment Stored offthe site.

§ 9.3.3111e Contractor warrants that title to all Work covered by an Application for Payment wiUpasstothe OWller nO later than the time ofpll)'lllent. Tll~ Contractorfilrther warrants that uPQn submittal of an AppHcati9n for Payment all Work for which Certificllt.es for Payment have been previously ilisued and payments received from the OWller shall, to the,best of the C,ontractor's knowledge, iliforl11ation and belief, be free and dear of liens, claims, security interests or eill;umbrances in favor ofthe Contractbr, Subcontractors, material suppliers, or other per.sons or entities mliking a claIm by reason ofhaving provided labor, materials and equipment relating to the Work, § 9.4 CERTIFICATES FOR PAYMENT § 9.4.111le Architect wiIl, within seven days after receipt ofthe Gontractor's Application for Pa~llent, either i$sl)e to lhe OWller II Certificate for Payment, with a copy to the Coiltra(:tor, for such amount as the Architect determilles is properly due, ol'liotifY the Contractor and Ownel' in writing oCthe Arcltitect'sreasons for withholding certification in wholear in part as provided in Section 9.5.1.

§ 9.4.2 TIle issuance ofa Certificate for Payment will constitute a representation by the Architect to the Owner,based on the Architect's evaluat.ion ofthe Work and the data co·mprisingthe Application for Payment, that, to the best ofthe Architect's knowledge,information and belief; the Work has progressed to the point indicated and that the quality of the Work is in accordance with the Contract Docllments, The foregoing represelltatiollsare subject to an evaluatlOil of the Work for contormancewith the Contract Documents upon SubstaillialCompletion, to resuits ofsubsequent tests ana inspections, to correctiol1of minor deviations frQm the Contraci Documents prior to COlllpletionand to specific qualifications expressed by the Architect. TIle issuance ofa Certificate for PaymenfwilJ lhrther constitute a . representation that the Contractor.is entitled t(j payiilellt in the amount certified. lIQwever. the issuance ofa Gertificate for Payment will not I,1e a representatiQn that the Architect has (1) made exhaustive Qr c(jntilluous on-site inspeptions to check the quality or quantity ofthe Work, (2) reVIewed construction means, methods, techniques, sequences Or procedures, (3) reviewed copies of requisitions received from Subcontractors and material sllppliers and otherd.ata 11.111. DC)cument. A2OP" ~ 20i)7, Copy/iiJlil@ 1911.1915; 1918, 1925, 1937.1951. 1958, 1961. 1963. 1966, 1970,1976. 1987.1997 and200Tby The Ariierican .

Inll. InsUlule of Architecls. All rights reserved. WARNlN.G: ThisAIAG Document Is protllcted by 1I.S. c:opyrlght law and IntllmaUQrial TreaUlis. Urtaulhori?lid 24 ~prodl.lCllonor 41$111!!\llIol1 oftl1ls AJA~O(lcul)1ent,orany pOJ:!!cmot It, may reslllUn severll lllvll and cflmlnal pel\aIUl's,af!<! Wl.llbe prose.coledtQ~l1e . maximum extent lloss1ble undertHelaw, Thisdocunienlwas prOduced by AlA softwere aI16:38~42 oil 05/1812012linderOrdilr No,3477160119~1which ·expires 0005117/2013, and is nolfor re.sale. ..

User Notl's: (1j;on=~--- I'eqllested by the Owner to substantiate the Cootractor"s.:right to payment, 01' (4) made exanlination to ascertaiJi IlOwor for \vhat pllrpOSe the Contractor has uS,ed Uloney previollslypaid on account ofthe Contl·acISulli.

§ 9.5 DECISIONS TO WITHHOLD CERTIFICATION § 9.5.1 The Arc:llitect may withhold a Certificate fQr Payilwnt mwhole or in part, to the extent reasonably oecessary to protect the Owner, if in the Architect's opinion the representations to t!ie Owner required by~ectiou 9.4.2 C~llnot~e made. IftheArchitect is unable to certifY payment in the amount ofthe Applicatioo, the Archit¢ct willnotitYthe Cootractorand Owner as provided in Section 9.4. I. Ifthe Contractorand Architect cannot agree on a revisedaitiouitt, the Architect will pr9Ulptly issue a Certjficate for Payment fol' the amount for which the Architect is able tomakestlch representatioristo the OWiler. The Arcbitect may also withhoJd a Certificate fQr PaYll1eot or, becallse ofsubsequently discovered evidence, may !1uUifY the whole Or apart (jea Certificate forPaymerit previously i~l,ed, to such extent.as may be necessary in the Architect's opinion to protect the Owner front lo~s for which the Contractor is responsible, including loss resulting from actsaild omissions described iii Section 3.3.~, becalise of . .1 defective Worknot remedied; .2 ihird party claims filed or reasonable evidence indicating probable filing ofsnch claims wlless security acceptable to the Owner is provided by the Contractor; .3 faillil'e onhe Contractor to make payt'lents properly to Subcontractors or for labor, materials or eqliipment; ..4 reasonable evidence that the Wqrk cannot be completed for the unpaid balance ofthe Contract Sum; .5 damage to the bwneror a separate contractor; .6 reasonable evidence that the Workwill not be completed within the Contract Time, !lnd that the unpaid balance wOliJd not be adequate to cover actual or liquidated damages tor the anticipated delay; or .7 repeated failpre to carry out the Work inaccordallCe with the Contract Documents.

§ 9.5.~ When the a\)overeasons for Withholding certification are removed, certification will be made for amounts previously withheld.

§ 9.5.3Ifthe Architect \vithhoJds certification for payment under Section 9.5.1.3, the Owner may, at its. sole option, issue joint checks to the Contractor and to any SubcontractQr or material or equipment snppliersto whom the Coiltractor failed to nuike paytilept [(If Wol'kproperly perfortiied or material or equipmePt suitably delivered. Ifthe Owner makes paYlllelits b)'joint dleck;; the Owner shall noti I)' the Architect arid the Arc.hitect will reflect sllch paytl1ent onlhe next Certificate for Paytuent.

§ 9.6 PROGRESS PAYMENTS § 9.6.1 After the Architect has issued a Certificatefor Payment, the Ownershallmake'p~ytllent in the manner and within the time provide!i in the C:ontrllCtpQcuments, and shall so IwtitYthe Architect. . .

§ 9.6.21111': Contractor shall pity each Subcolltractor no later than seven days after receipt of.payment from the Owner the amount to which the Subcontractor isenlitled, reflecting percentages acwally retained from payments tl'> the Contractor on accollUt of the Subcontractor's portion ofthe Work. TIle Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to mal<e payments to Sllb·.subcontractors in a similar manner.

§ 9.6.311le Architect will, on request, fl:Jniish toli SUl?contractor,ifpracticable, information regardingpel'centages of compJetion or amounts applied for by the CQntractotand actioll taken thereon by the Architect and Owner 011 ac.:pullt ofporlions ofthe Work done by such SUbcontractor.

§ 9.6.411leOwner has lhe.righUo request written evidence from the Contractor that the Contractor has properly paid Subcolltl'actorsaild material and equipment sllppHers amounl$ paid by the Owner io the Co.ntractorfor subcontracted Work. lfthe Contractorfa,Hs tp fUnlish such evid.ence \vIthin seven days, the Owner shall have the right to contact Slibcontractors to asc~rtaiii \vh.ether they have been properly paid. Nelth.cr the O\vner nor Architect shalUlave an obligation to payor to see to the pll:yment ofmohey to a SUbcontractof, except asmay otherwise be reqUired by law.

§ 9.6.5 Contra.ctor payments to material and equipment suppliers shall be treated in a mallllersiiliilar to that provided in Sections 9.6.2, 9.6.3 and 9.6.4.

§ 9.6.6 A Certificate for Paylilent,a progress payment, or partial or entire lise or oc:.cupancy ofthe.Project by the Owner shall not constitute acceptance ofWork nof inaccordanFc with the COiltra¢t DOcllmentil.

AlA Oocument A20f'" - 2007. Gopyrighl ~ .1911, 1915, 1918, 1925, 1937. 19!11. 1958. 1961.1963. 19611.1.97Q.1976., 19!!7, 19~7 and 2007 by The Anl~(i~n Inlt. Instilule ofArchitecls. All nghis reseNell.WARNIIilG: This AlAe Document Is protected IlY u.s. C::OPY~Il~t La~ and Intemallcl"a1 rtealles.UIJ!l~hotJi!ed 25 repro!l!lCl~lon or dJsltl.b.utl!ln onl1fs.A1A~I;lQcumlilit,oniny IiMlon of It. rrlliy result hi severe clvlfcandcrimlnlll penalUes,and \'(lUlle j1rOsecil.le~ tcithe .I maxlmumextenl possIble IlndertJ1!llaw. Thisl'oc\lmlilnlwils produc:ed llyAIA<loltwareaI16:38:4? on 05/1~0,12 \lndeJOrderNo.3471'1S0Hll.:..:1 Ylhlch'eiipfres on 05117/2013, and is ilollOr reSale.

User Noles: .. C15QO&5947§i § 9.6.7 Unless the Contractor provides the Owner With a payment .bQnd in the full pemal sum ofthe Contr!,c.t Sum, payments received by the Contractor for Work propedy performed by Sl1bcol.Uractors and suppliers shall be held by the Contractor for th()~e SubCOl1trilCl(lrsOr suppliers \VllO performed Work or furilished materials, or both, under contraCt with the Contractor for whiCh payment was made by the Owner. Nothing contained herein shall require money to be placed in a separate account and not commin~led with money ofthe Contractor, shall create auyfiduciary liability or tort liability on the part oftile Contractor for breach oftrustor shall entitle any perl\on or enmy tQ al1l1"'ard of punitive damages against the Contractor for breach Qfthe requirements ofthis provision.

§ 9.7 FAILURE OF PAYMENT Subject to the provisions ofSection 9.5.1, if the Architect does not issue a Certificate Jor Payment, through no .fuult of the Contractor, within seven days after receipt of the Contractor's Application for Payment, orifthe Owner does not pay the Contractor within seven days after the dateestabIished in the Contract Documents the amotlnt certified by the Architect or awarded by binding dispute resolution, then the Contractor may, upon seven additional days' written notice to the Owner and Architect, stop the Work until payment ofthe alllount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum $hallbe increased by the amQunt ofthe Contractor's reasonable costs ofshut·down, delay and start-up, plus interest as provided for in the Contract Documents.

§ 9.8 SUBSTANTIAL COMPLETION .

§ 9.8.1 Substantial Completion is tbe stage in the progress ofthe Work when the Work or designated portion thereof is sufficiently complete in accordance with the C<mtract Document.s so that the Owner cim occupy or utilize the Work for its intended use.

§ 9.8.2 When the Contractor considers that the Work, or a portion thereofwhich the OWller agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected prior to final payment. Faihlre to include an item on such list does not alter the responsibility offhe Contractor to cqmplete all Work in accordance with tbe Contract Documents.

§ 9.8.3 Upon receipt ofthe Contract9r"s Ji,st, the Arc;hitect will make an inspectioll to dete,rmine whether the Work or designated portion thereof is substantially complete, If the Architect's inspection discloses any item, wllether or not included on the Contractor's list, which is not sufficiently complete in accordance with the Contract Documents so that the Owner t:an occupy or utilize the Work or desiSllated pprtion thereof f()r itll intended use, the C,ontractor shall, before issuance of the Certificate of Substantial Completion, complete or corre<:tsuch item upon notification by the Architeci. In such case, the Contractor Shall th~n submit a request for another inspection by the ArChitect to detl::rniine SilbstaWial Completion. . . .

§ 9.8.4 Wlien the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate ofSubstantial Completion that shall establish the date ofSubstanti(i1 Completion, shall establish responsil>i1itieso.fthe Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the COlltractorshall finish all items On the list accompanying the Certificate. Warranties reqUired by the Contract poculllents shall conunence on the date 'ofSubstantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate ofSubstantial Completion.

§ 9.8.5 TIle Certificate of Substantial Completion shaU be submitted to the·Owner and Contractor for their written acceptance ofresponsibilities assigned to them in sUt:h Certificate. Upon SUch acceptant:eaild consent ofstJrety, ifany, the Owuer shall make payment ofretainage applying to such Work or designated portion thereof. Such payment shaH be adjusted for Work that is incomplete Or not iii accordance with the requiremems of the Contract Documents; § 9.9 PARTIAL OCCUPANCY OR USE § 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated py separate agreement with the Contractor, provided such Occupancy Or uSe is.cQnsellted to by the ins'lrer as required under Section 11.:J.l.S andlluthorized by pUblic authorities having jurisdiction over the Project. Such partial occupancy or uSe may coit!mence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each oflhem for payments; retaiilllge, ifany, security, maintenance, heat, lltilitie$, damage to the Work andhlsurance, and have agreed in writiug concerning the period for corret:tion ofthe Work and commencement ofwarranties required by the C:ontra<;t Documents. When the Contractor c9nsiders a. RQrtion substilntia!ly cQmplete, the Contractor shal! pr¢pareand submit AlA Document A201'''- 2007. Copyrigtlt@ 191t,1915,1918.1925,1~137, 1.l151, 1958, 1961. 1963.1966.1970, 1976.1987. 199.711nd.2007byTheAmerican InU. InstiluIe qf.Archilecls. All rigi)t$ reselVed. WARNlN~: This AIAsPocumen~ Is prolectedby U.$. CopyrJaht LaW and !nterl)atiQnal Treaties.l,Jnautbonzed 26 reproduction (lr dl,trlbutl(ln (If th!!! AlA" Document; .01 any po!l!(ln (If It, may resl/lt in seVere clvllll!ld crimInal jlenaltle$.lll)d will be. prosecUledto t~e maxltliiini eident possIble tiitdertho'law. Thisdocumenlwiis prOd.i#d by AlA soll\yare aI16:38:42 oil 05i1812012 Ul1dei'qiil~r No:3477160119_1Whlch ewii~s on 0511712013"and is notfQrresale.

User Noles: (1500859475) a list to the Architect as provided under SectioI19.8.2.Consent of the Contra¢tbr to Partial occupancy qr use sh.all hot be unreasonably withheld. The stage ofthe progress ofthe Workshall.be determined by written· agreen\en~ between the Ow~wr and Contractor or,uno aweement is reached, by decision of the Architect.

§ 9,9,2 It)IDle4i"tely prior tb suchPlir!i;iloccupancyonise, the qwner, Contractor and Architect shall jointly inspect the area to be occupied or portiQJloftlle Work to be lIseo in order tQ4etermine and recQrd the condition qfthe Worl<.

§ 9.9.3 Unless otherwise agreed upon, partial occupancy or use ofa portion or portiolls ()fthe Wprk ~haU not cqnstitute acceptance ofWork not complying with the requirements ofthe Contract Documents, § 9.10 FINAL COMPL.ETION AND FINAL PAYMENT § 9.10.1 Upon receipt ofthe Contrac~or's writtenJlotice that the Work is ready fpr final inspection and acceptance and upon receipt ala fiJlal Application for Payment, the Archite¢t wUl pronlptly I~ake sucll. inspeCtion lIud, when the Architect finds the Work acceptable under the Contract Docluilents a1ld the ContractMly performed, the Architect will promptly issue a final Certificate forPayment stating that to the best of the Architect's knowledge, hlforurntion and belief, and on the .basis ofthe·Architect's on,:site visits and inspections, the Work has been completed in accordance with terms and condithms ofthe Contract Documents and that the entire balance found to be due the qllltract()r anduQted in the final Certificate is due arid payable, The Architect's final Certificate for Payment will constitlite: a fhrther represeutaticm that conditions listed in Sectiqn 9.1 0.2 a~precedent to the Contractor'l! being entitled to final payl11ent have ~~nfi,t1filled, § 9.10.2 Neither final payment nor any remaining retained percentage shall become due lJn(ilthe C(llltractor subm.itsto the Arc/Iite<;t (I) an affidavit I/I!!t payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's .property might ~responsible or encumbered (I.ess an)()unts withheld by Owner) have l?een pilid Or otherwise satisfied, (2) a certificate evldencingthat insurance required by the Contract Documents to renlain in. force after final pilyment is currently ineffectalid \villnot be cance.!ed Or allo\ved to e"pire until at least 30 days' prionvriuen notice has been given to the Owrter, (3) a \Vfitten statement tbat the C()ntractor knows ofno substantial reason thatthe insurance will not be renewable to cover the period required bY the Contract .Docul11ents, (4) consent ofsurety, if any, to final payment and ($), ifrequired by the Owner, other data estllblishing () p~yillent or'satisfaction Qfol>Ugations, such as receipts, releases and waivers ofHens, c1aims,security interests or ellcumbrancesari$ingout ofthe Goiltract, to the extent and in such form as maybe designated by the Owner. Ira Subcontractor refuses to .furnish a release. or waiver required by the Owner, the Contractor mayfhrnish a bond satisfactory to the Owner to inden1l1ifytheOwner agaiilst such lien. IfsllCh lien f~nlains 1II1slltisfied after paytilents are made, the Contractor shall renmd to the OWl1erall l1Ione)' that the OWI1er may be compelled to pay in discharging $uch lien, including all costs and reaSQnable attorneys' fees. ..

§ 9.10.3 It; after SUbstantial Completion (lfthe Work, final conlpletion thereof is materially delayed through 110 fault ofthe Contractor or by issuance of Change Order~afl:ecting final col11pletioo, lilld the Architect so confirnls,the Owner shall, upon application by the Contractor and certification by the Architect, and without termiJ)ating the Contract, make payment of the balance due for that portion ofthe Workfullyeompleted and accepted, Ifthe remaining balance for Worknot fiJUy completefi or corrected is less than retainage stipulated in the Contract Documents, and if of bpnds have been (tlmished, the ,vritten consellt ofsurety tp payment the balance due for that portion of the Work ftllly completed iLild accepted shilll be SUbmitted by the C()Jltract.or to the Architect pripr to certificatioJl ofsllch payment. SUch paymtllltshall be li1adeuilder terms and c(jl1dit~on~govetllil)g final paytilent, except that it shall not constitute a waiver ofclaims.

§ 9.10.4 The making of fi nal payment shaH constihite a waiver ofCllIims by the Owner except those arising frOIl1 .1 Iieli~, Claims, security ii1tere.st~ or encumbrances ar.ising Ollt of the Contract and unsettled; .2 failllreofthe Worl<: t(l comply with the reqiJirements oftlte Contract Documents; or ,3 term$ ofl:lpecial warrantieSreqliired by the COl)tract DOCl!lllents.

§ 9.10.5 Acceptance offinalpayment by the Contractor, a Subcontractor or l11aterial supplier shaH constitute a waiver ofclaims by that payee except those previously made in ,vritingand identified by that payee as uns~ttled at the time of final Application fQrPaymeul.

AlA pqcl!roentA201'!' - 2007, Copyrighl@ 1911. 191;;, 1918,1925, 1937, 1951. 1958.1981. 1983.1988. 1l17(), 1976, 1987,t9l/Hnd 2007bHheAmeiican Ihlt. Instiluie of Archlleci~, Alf rights r'eservlid, WARN.ING: This AlA'" Do~umel)t Is Protelrted /)Y u.s. Copyrlg~t !-aw 8ml lntemallon)ll Treatljll>..!Jnaulhqrjzild . 27 reprodllctlon.oi:distriliiillon of lhl$ AlA~ Document-or any portlan of ii, may Tesult.ln severa clll'U and criminal penallles. and Will beplllsecuted to the roaxlmum ext!,llt poS-l!lble under Ille 1.a\V. This docllmen~W!ls produc~d \)y AlA !ioflv/are.aI1S:38:4.2 C!1i 0J;/I!lf2012 underOrder No.34n160119.:. fwfilch expires on 05/17/2013, and. is nC!1 for resale, .

User Notes: . . .. (150iliu:"~-- ARTICLE 10 PROTECTION OF.PERSONS AND PROPERTY § 10.1 SAFETY PRECAUTIONS AND PRO!3RAMS The C()lltractqrshall be resPQlisible for i:nitillting, maintaitlli\.g and Supc:!rvising all safety pre~autiOlis and programs in cOlluectionwith the performance oftlle COiltract. .

§ 10.2 SAFETY OF PERSONs AND PROPeRTY § 10.2.1 The. COIltractor.shalltake reasonable precautions for safety of, a.lld shall provide reasonable protection to prevent damage, injury or loss to . .1 empl()yees ()n tlw Work and btherpers()Os whq may be affected th~reby; .2 the Work and ntilterials aod equipluent to ~e iilcQf!lorated therein, w4etlwr jn storage cm or off the site; under care, custody Or COlltrpl ofthe Contractor or the Contractor's Slibctmtractors or SUb-subcontractors; and .3 other property at the site or adjacent thereto, such as trees,shmbs, lawns, walks, pavements, roadways, structures and utilities not desiguated (or removal, relocation or replaceme1lt in the c()urSe of construction.

§ 10.2.2 The Contractor shall comply with and give ll()tic~s required bY appUca,ble laws, statutes, ordiltances, codes, rules and regulations, ·and lawful orders ofpublic authorities bearing on safety of persons or property or their protection from damage, injury or loss.

§ 10.2.3 TIle Contractor shall erect and maintain, as required by el'isth1gc;()ndit\ons andperformanc;e of the Contrnct, reasonable safeguards for safety and protection, including posting danger SigilS and otIwr wamillgs<\gainst hazards, promUlgating safetY reg~dations and notiJYin·g owners and users of adjacelit sites and utilities.

§ 10.2.4 Wheil use or storage ofexplosives or other hazardous materials or etJuipment or unusual methods are necessary for execution of the Work, the Contractor shaH exercise utmost ca~e and carryon such ac;tivtties LJnd<:r supervision of properly qualified personnel.

C) § 10.2.51l1e Contract()r shall promptly r<:ll1edydamagc andLQ~s (other than damage or Joss insured under property insurance required by the Contract Docunlents) to property referred to in Sections L0.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, a SubcoiltTactor, a Sub-subcontractor, or anyone directly or indirectly employed by any ofthelll, or by anyone f()r whOSe acts they may be liable and for which the ContractQris respollsible under Sections 10.2.1.2and 10.2.1.3, except damage or loss llltributable ton~~. ()tomissions Qfthe O,vnerQr A~chitect or !Ulyone dire.c;t1yor indirec...t!yernp.10.yed.. byeithe.r<lfthe.'ll, o.r bY. a.n.. n.e. fc ~Vho$e. ~ct. s..eitl.le., oflhe.·.u.l Dilly be..lia.~Ie, YQ.

and n()t attn~ulable to the fault or negligence of the Contractor. TIle fo. gOlllg obbgatlOns <\fthe Contractor are III addition to the Ccmtractor's ob\iglltions under Section 3.18. . ~~1{ - . .

§ 10.2.6 The Contract.or shall designate a responsible member of the Contractor's organizatioll at tile site whose duty shaH be the preventi()n ofaccidents. This person shall be the G~llltractor'.ssuperiJltendentunless otherwise designated by the Contractor in writing to the Owner and Ardutecf.

§ 10.2.7 The C()ntractor shall. 110t perniil any pal1 of the construction or site to be loaded so as to cause damage or create an unsafe condition.

(paragraphs. delft/e.d) § 10.3 HAZARDOUS MATERIALS § 10.3.1 TIie ContractQrjs responsible for compliance with any requirements inCluded in the Contract Documents regarding hazard<llis materials. Ifthe Contractor encounters a hazardous·lllaterial or substance not addressed in the Contract DOCulllentsand if reasonable precautions will be inadequllteto prevent foreseeable bodily injury or death to persons resulting from a material or substance, inCll1ding but Ilot linlited t() as~los qf polychl()rinaled bipheliyl (PCB), encountered on the site by the Contractor, the Contractor shall, uppn rec()&ni;zing the condition, immediately stQP Work in the affected area and rep9rtthe cOlldition to t/l~ OW1~er and Architect in wrjting~ § 10.3,2 UpOll receipt ofthe Contractor's written notke, the Owner shall obtain the services ofa licensed laborlltoryto verity the presence or absenceofthemllterial or su\>stancereported by tbe Contractor and, in the event suclunaterial or substance is fmUld to be present, to cause it 10 be rendered harmleSS. lJnles~ Qiher"'J~e reqliire<! by the GQnlract AlA DociJrilimlA201'" - 2007. Copyrighl@ 1911•.1915.1918, 1925; 1937. 1951.19.58. 1961.1963. 1966.1970. 1976. 1987. 1997 8nd2007 by Tile Americal1 Inlt. Instilure ofArcllilecls. All rlghtsreserved~ WARNING: Tills AlAI) DQcUinent Is Pl'!itecled by U.S.Copyrigllt Law al1d fl1lematlon.al Treaties. Unatl1!lom~ 28 reprl!t!uctl(lll()r dJst~b!l~o~~U!lJs A.~ !;locument,or IIny portion of.lt, may resl/ltln SeVerEl c1vil all!lcrimlnal penalties. al1d will be prosecuted'to the ... maximum llXlent possIble under the law. Thts do.cumel1lwas prOduced by AlA solll'lar8aI16:38:42.0110511812012 Ul1der Oldel NO,;l477160119..;11'11lIch el<pires all 0511712013.al1d is 110llor resale: User Notes.: 1.1.'-'--- 1'fL00264 Documents, the Owner shall fitrnish in "Titiligto the Contractol'·and Ari::hitectthe l}anl(lSand qllalificati611Sofper~Qns or entitles who are to perform tests verifying· the presence or absence ofsllch material or substallce or who are to perform tbe ta.sk ofremoval or safe containment ofsuch material· or substance. the Contractor and the Ardiltect wil I prolllPtly.reply to the Owner in writing stating whether or not either bas reasonable objectjontot!J.e persons or entities prop¢se~l?ythe pwn.er. [feither the Contractor or Architect hils an o~jectiQn to a persQll or eilti!yproposed by the O\VI~er, the OWner shaH propose another to WItOIll the' Contmctpr an4 the..Architecl have n,Cl reilSQllilble objel;tion.

When the material or substance has been rendered harmless, Work in the affected area shall reSllme t1pcm written agreement ofthe Owner and Contractor. i3y Change Order, the Contract tinle shall he exteiided appfopriatelyand the Contmct SUlUshall be increased in the amount ofthe Contmctor's reaSOnable additional costs ofshut-down, delay and start-up.

.§ 10.3.3 TQ lhefuU~t extent permitted by law, the. Owner shall indemnify and. hold harmless the Contractor, Subcontractors, Architect, Architect'!! consllitant!!and agents and employees ofariYofthelll.rrom and again!!! ClainlS, damages, losses and expenses, including but notliinited to littomeys' fees, arisiJlg Ollt ofor r¢ulting fforn performance ofthe Work in the aftected area ifinfact the material or substance presents the risk ofbodily injury or death as described in Section 10.3.1 and has not been renderedhamtless, provided that snch claim, damage, loss or cl'pense i.s attributable to bodily injury, ~ickness, di$ease or death, or to injury to or destruction oft8ngible property (Qther than theWQfk itself), except to the extent thatsuch damage,loss or expense is due to the fault or negligence of the party seeking indemnity.

§ 10.3.41he Owner shall nOt be responsible under this Section 10.3 for lllilterials or substances the Gontractor brings to the site unless such materials or substances are required by the Contract Documents. The Owner shall be responsible for materials or substances required by the Contract DocuUle~lts, except to the extent of the Contractor.s fault· or negligence in the use and handling ofsuch materials or substances.

§ 10.3.5 The <::ontractQr shall indemnity the Owner for the cQst and expense the Owner inl;urs (I) for remediation a or material or substance the Contractor brings to the site and negligently handles, Or (2) where the Contractor fail!! to performits obligations Imder Section 10.3.1, except to the extent tbat the costand expense are due to the Owner's fault or negligence. . .

Cj § 10.3.6 If, without negligence on the part (lfthe ContractQr, the Contractor is held liable bya government agency for the Cost ot'remcdiation ofa hazardous material or substance solely by rellson Qfper(ofming Work as required by the Contract Documenls, the Owner shall indemnifY the Contractor rorall cost and expense thereby incurred. .

§ 10.4 EMERGENCIES roan emerge'ICY affecting slIfety ofpersQns or property, the Contractor shall act. at the ContmctQr's discretion, to prevent threatened damage, injury orl05s. Addit.ional compensatjoil or exten,sion oftiOle cll1imedby the Contractor 011 accoUnt ofan emergency shall be determined as provided in Article 15 and Article 7.

ARTICLE 11 INSURANCE AND BONDS § 11.1 CONTRACTOR'S LIABILITY INSURANCE § 11.1.111H: Contractpr shall purchase from and maintain in a company orcompanieslawfiJlly authorized to do business in thejtu'isdiction in which the Project is lOCated such insUrance as \vi.ll protect th.e Contractor &om claims set forth below which may arise out ofor result from the Contractor's operatiolis and completed operations lInder the Contmct and for which the ContractOr may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by any.one directly or indirectly employed by any ofthem, or by anyone for whose acts any ofthem nlay be liable: . .1 Claims under workers' compensation, disability benefit and other similar employee benefit acts that are appJicable to t1~e Work iO.be pet:formed; .2 Claims fur damages becaliseof bOdily .injury, occupational sickness or di!!ease, or deathofthe Contractor's employees; .3 Claims for damages because of bodily injury, sickness or disease, or death ofany person other than the Contractor's employees; . . .4 Claims for damages insured by usual personal injury liabiJ:ity coverage; .5 Claims.for damag~, other than to tile Work itself, because ofinjllry to or destruction oftangible property, including loss ofUse resulting therefi'PI1l; .

AlA Document A201''' -~007. poPyti91l1 ~ 1911. 1915, 1918, 1925, 19a7. 1951,1958. 1!1(l1. 1g63. 19(16,1~7(). 1976.11187. 1997 and 2007 by The American Intt. )n~tii~teof Arc;hitectS~ AU rights reserved. WARNING.: Tills AIA~ Document Is protect~byU.S.CllPyrlg!!tlaYi;lOd !'1t~rnatlol1al Trealle~.Ullaut!JM~ 29 reprodiJCilonilrillstllbutloli of tills f.JA" Doc.umeiit.oi' aoyportlon of It, may result In severe civil and crllilloal pe'1allles. aljd villi be. prosecuted t(Jlhe maxlmulJiexlilnt possIble uliderthe 'aW, This dpc;:umeotwas prOl(uced by AlA sofli'/;lre al 16:a8:,,2qO 05/18/2012.undei' Qrl/erNo,347716P119_1 which expires on 05/17/2013, and Is not fqr resale.

UserNotes: . .6 Claims for datnages because otbodily illjury, death <lEa perSOll or property damage arising out of ownership, maintenance or \IlieofaUlotor vehic;le;. . .7 Claims forbodlJy injury or property dllllJlige lirisin~out ofcompleted operations; and .8 Claims involvil1gcontractuallil\bility jnS\lrlUiCe applicllble to, the Contractor's obligations wider SeCtion 3.18. .

§ 11.1.2 The itlsurance re<l\tired by Section 1l.1.1 shall be written for liot less than Jimits of liability specified in the Contract Doculllents or required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims-made basis, shall be maintained withalJt intelTUptioll from the date ofCommencement ofthe Work until the date .affinal payment and termination of any coverage require(! to be maintained after final pnYJlle1lt, and, with respect to the Contnictor's completed operations coverage, until the exp,iratiditofthe periOd for correction ofWork or for s(lch otlier period for tnaintenance .ofcoJilpleted operations coverage as specified in the Contract Documents.

§ 11.1.3 Certificates of insurance acceptable to the Owner shall be tiled with the Owner prior to commencement of the Work and thereafter upon renewal or replacement ofeach required policy ofinsurance. These certificates and the insllrance policies required by this Section 11.1· shall contain a provision that coverages afforded under the policies will not be canceled or lI110wed to expire until at Jeast30 days' .prior written notice has been given to, theQ\vner. An additional certificate evidencing continulltion ofliability coverage, incfuding cqverage fOr. comple.ted t>pel'atiQriS, shall be submitted with tire final Application for Payment as required by Section 9.10.2 and thereafter UpOii renewal or replacement ofsuch coverage until the expiration ofthe time required by Section 11.1.2. rilformation concerning reduction ofcoverage on account of revised limits or claitllspaid under the General Aggregate, or both, shall be furnished by the Contractor with reasonable promptness.

§ 11.1.4 Ule Contractorsh.all cause the cpmmercial liability cQve.rage required by tile Gontrac;t poclllnents to .include (l) the Owner, the Architect and the Architect's COllSultants asaddit!ollal insureds for claims caused itl ",hale 01' in part by the Contractor's negligent acts or omissions during the Contractor's operations; and (2) tlte Owner as an additional insured for claims caused in whole or in part by the Contractor's negligent acts or omissions during the Contractor's completed operations. .

§ 11.2 OWNER'S L.IABILITY INSURANCE TIie Owner shall be responsible for purchasilig and milintaitiing the Owner's usual liability· insurance.

§ 11.3 PROPERTY INSURANCE § 11.3.1 Unless otherwise provided. the Ownersball purchase audmaintam, m.a cpmpany or COmPllllies lawfillly authqri:zed to do blisine,ss in the jllri$dictiQn in which the Project is located, property insurance \\Titten on a builder's risk "all-risk" qr equivalent pQlicy fonn iIi the amClllntofthe initial Contract Stllll, plus value ofsubsequent Contract Modifications and cost ofll1aterials supplied or installed by others. comprising total value fot the entire Project at the site on a replacement cost basis without optional deductibles. Such property ins.uranceshall be maintained, unless otherwise provided in the Contract Documents or' otherwise agreed in writitlg by aU persons and.elltities who are beneficiaries ofsllch insurance, until fin!\1 PllYlllent has been niade as provided in SectiQn 9.1 Oor until no person or entity other than the O\vner has an itlsurable'interest in the property required by this Section 11.3 tel .be covered, wbichevet is later. This insurance shall incJudeinterests of the Owner, theConlractor, SubContractors alid Sub-subcontractors in ihe P r ( , l j e c t . · .

§ 11.3.1.1 Properly insuranc.e·shall be on an "all-risk" or equivalent policy form and shall include, without limitation, insurance agamst tile perils offire (with extended c;overllge) and physical loss or damage inch.1ding. without duplication ofcoverllge, theft, valldalism, malicious lllischief,C(,lUapse,eilrthquake. flood. winds(orlll,f,'1ISework, testing aild startup, temporary ,bl.1ildingsarid debrisrellloval incltlding demolitiQn occasioned by eitforcement i)fany applicable legal r~quirements,and shall cover reasomible compelisation for Architect's aild Contractor's services and expenses required. as a result ofsuch insured loss.

§ 11.3.1.2 Ifthe Owuer does not intend t9 purchase such property insurance reql,ired by the Contract and \\~th 1I11 ofthe coverages in the amount desct:ibed above; the Owner shall sO inform the Contractor inwriti'lg prior ti;> commencement of the Wqrk. TIle CC>i1tractQr lilay then effect insurance that will.protect the interests ofthe C<;intraclor, SubeontractQrs aJld Sub-subcontractors in the Work, and by appropriate Change Order the cast thereofshall be charged to the Owner. ifthe Contractor is damaged by the failure or neglect oCthe Owner to purchase or maintain insurance as described AlA Document A201 ...·- 2007•. CoPYtight@1911, 1915. 1918. 1925. 19a7. 1951', 1958, 1961.1963, 1966: 1970, 19.76,.1987.1997 and 2007 by Tlte American lnlt. Ihs.tiMe of Architects. All rights reseiVed. WAANIN13: This AlA'" DocumlllltlS p(Qtected by U.S. CCpyright L.aw and International Tr\latles. Unau~ltcimed ,,'" r~Jirodul1t1onordllllrlbutlOn p~ tlIlli /llA'9Do~urn~n.t. or anypgrtion of!t,ml!vresuJllnseverecl\(l! andcrlrnlnal penamas, anll will ba prosacutetl toJI>-- maximum extent posslbteunderllttiliiw. This dOCOmentwas prooueed byAIA software lit 16:38:42 on 05118/2012 under Order No.3477160119.:..1 whjeJo-" on 05/17/2013, and IS'nol fot resale. ~~ ~ ~~ ....O above~ without so ilotifyiIlg the COlltractor in writing, then the .Qwner shl!ll bearlill r¢li~onlible cO$t.s properly attributable thereto. .

§ 11.3.1.3 DELETED § 11.3.1.4 This property insurauce shall cover portions afthe Work,stored offthe site, and also portions ofthe :\Vork in transit. .

§ 11.3.1.5 Partial occupancy or use in acc()rdance with Section 9.9.shal.1 not c9lm~lence llnti! the inslirance company Of companies providing property insurance have consented to such partial occupancy Or use ~y endorsement or otherwise. The Owuer and the Contractor shall take reasonable steps to obtain consent orthe insurance company 'or cOl11panies al)d shall, without mutual written consent, take no action with respect to partial occupancy or use that wOltld cause c;micellation, lapse or reduction of insurance.

§ 11.~.2 BOILER AND MACHINERY INSURANCE The Owner shall purchase and maintain bOiler mid machine/y insurance required by the cOntract Documents or by law, which shall specifically cover such insured objects during installation mId until final acceptance by the Owner; tltis insurance shall include interests of the Owner, Contractor, S1:lbcontractors and Sub-subcontractors in the Work, and the Owner and Contractor shall be named insureds.

§ 11.3.3 LOSS OF USE INSURANCE TIle Owner, at the OWiier's option, may purchase and maintain SUdl insurance as will insure the Owner against lo!;s of use of the Owner'!; properiy due to fire or other hazards, however caused.

§ 11.3.4Ifthe Contractor requests in writing that insurance for risks other than those described hef(~in (lr other speCial causes of loss be included .In the property insurance policY, the Owner shall, ifpossibie, include such insurance, and the CQ~t thereofshall be charged to the Contractor byappropril!te Change Order.

§ 11.3.5 Ifduring the -Project con~tnlCtiQI1 period the Owner insures propertie.s, real or p~rsonal or both, at at adja<;ent to the site by property insurance uilder policies separate trOill those insuring the Project~ or ifafter final paymeQ.t property insurance is to be provided 011 the completed Project. through a policy or policies6ther than thQse ins.uring the Project during the construction pel'iod, the Owner'shall waive all rights in accordance with the teflit's ofSection I1.3.7 for damages caused by fire;: or other causes of loss cQvered bytbis separate property insurance. All separate policies shall provide this \Vaiver of suprogation byendofl.lement or otherwise.

§ 11.3.6 Before an exposure to loss may oC:i::ur, the O\VJler shaH file with the Contractor acpp}" 6feach P9licy that includes insurance coverages required by this Section 11.3. Each policy shall contain allgenerallyallplicable conditipn!;, defiltitions, exclusions and cudorseUlents rell!ted to thisProject. Each policy shall contain a provision that thepoIicy will not be canceled or allowed to expire, and that its lintits will not be reduced, until at least 30 days' prior written lwtice has been given to the COlltractpr.

§ 11.3.7 WAIVERS OF SUBROGATION TIle O\VJler and Contractor waive all rights against (I) each other and any oftheir subcol1tractors, sub-subcontt:actorf1, agents and employees, eachofthe other, and (2) the Architect, Architect's consultants, separate contractOrs describ¢d in AI1icle (i, ifmly, and mlY oftheir subcontractors, sub-subcontractors, agents and employees, for damages caused by fire or other causes oflClss to the extent c9vered by pc9perty insufl!nce obtainedpursu8nttQ tlus Section' l.L30r other property insurance applicable to the Work, except !;uch rights as they have to proceeds of!;uchinsurm~ce held by the Owner as fiduciary. 11le Owner or Contractor, as appropriate, shall require of the Ar<:ltiteet, Architect's consultants, separate contractors described in Article 6, ifany, and the subCOntractors, sub-subcontractors, agents andemplpyees ofany oftltem, by appropriate agreement!;, writte.n where legally required for validity, similar waivers each in favor of' other parties enumerated herein. TIle policies shall provide such waivers ofsubrogation by endorsement or otherwise.

A waiver ofsubrogatiollsball be effe.ctiveas to a person Qr entity even though lhatperson or entity would otherwise have a duty ofindenlllificati()i1,coll.fr~l!::tllal Or otherwise, did not pay theinsurancepremium directly or indirectly, and whether or not thep¢rson or entity had an insurable interest in the property d!iilll!ged.

§ 11.3.8 A loss iIlSured onder the Owner's .property insurance shall be adjusted by the Owner as fidudary and nijlde payable to the Owner as fiduci8JY for the insureds, astheil' interests Iliayappear, subjectto requirements ofany applicable mortgagee cl;tuse and Of Section 11.3.10. TIle Contractor shall pay Subcontractorstlleir just shares of AlA Oocumelll ~Of'" "20~7. Copyright <91911.1915; 1916. 19~. 1937. 1951. 1958. 1961. 1963•.1966; 1970. 1976, 1987. 1997 and 2007 by The American Inlt. In~~tut!3 9r ArchltflCls. All rights reserved. WARt-lIN~: This AIA~Oocumlll1ll.l! ptot'!l:ted by I,I;S, CC)pyli!JIiILa~i lind IilIllmationat Treetl.es. UnaUthOrIZed 31 reproductlbn or dlstnbullonoHliis AlA'" DociUnerit; oraci1~ poltjon ofit, may result In severe clvll antt ojiminal.peneliles.and will be.p~sl1.;utl!d ~o tl1ll, I maxlinum extent Pj)$Slble underUTIi law; Thl.$documenlwa$ produced byAIAsoftviare at 16":36:42 on 05'16/20.12l1nderOrderNo.3477160119~1whicli el<jiires on 05/17/2013. and Is noUor resale. . .

User Notes: . ut:.L'I.6e.·..~_.:.- itlsurance proceeds received by the Contractor, and by appropriate agreel11ents,written where legally required for validity, shall require Subcontractors to make payments to their Subcsllbcontractorsin sijUilar manner.

§ 11.3.9 Ifrequired in writing by a party in mteresl, the Owner as fiduciary shall, Upon oc¢:urrel1ce of an insured loss, give bond for proper performance ofthe Owner's duti~s. TIle cost (ifreqllired IlQnclsshallb¢ charged agl'inst proceeds received as fiduciary. The Owner shall deposit in a separate account proceeds so received, which the Owner shall distribute iil accordance with such agreement as the parties·in interest Inay reach, or as. determined in accordance with the inethod ofbinding dispute resolution selected in the Agreement between the Owner and Contractor.lfafter such loss no other special agreement is made and unless the Ownerterlllinates the Contract for convenience, replacement of damaged property shall be perfofllled by the Contractor after notification ofa Change in the Work in aCCQrdance with Articie 7. .

§ 11.3.10 TIle O\\1ler as fidllciary shall have po\ver to adjust and settle a loss with iitsurers unless ()ne ofthe parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power; if'such objection is made, the dispute shall be resolved in the manner selected by the Q\\1ler and Contractor as the method of binding dispute resolution in the Agreement. If the Owner and Contractor have selected arbitration a.s the method of binding dispute resolution, the O\\1ler as fiduciary shall make seulement \vith insurers or, in the case ofa dispute over distribution of insurance proceecls, in accordance with the directions oftbe ar\>itrators.

§ 11.4 PERFORMANCE BOND AND PAYMENT BOND § 11.4.1 TIle O\\1ler shall have the right to require tile Contractor to furnish bonds coveringmithfill performallce ofthe Contract and payment ofobligations arising thereunder as stipulatecl in bidding requirements o.r specifically require<l in the Contract Documents on the date;; of e;;x~cution ofthe Contract.

§ 11.4.2 Upon the request ofany person or entity app~ariilg to be a potential beneficiary ofbonds covering payment of obligations arising lmder the Contract, the COiltractor shall promptly filrnish a copy ofthe bonds 'or shall authorize a copy to be fiJmished.

ARTICLE 12 UNCOVERING AND CORRECTION OF WORK (~) § 12.1 UNCOVERING OF WORK § 12.1.1 Ifa portion ofthe Work is covered contrary to the Architect's request or to requirelnentsspecifically expressed in the Contract Documents, it must, ifrequesledin writing by the Architect, be IUlcovered for the Architect's examination aild be replaced at the Contractor's expellse without change in tile Contract Time.

§ 12.1.21fa portion ofthe Work has been cov~red that the Architect has not specifically requested tei examitle priQr to its being covered, tbe Architectmay request to see such Workalld it shall be uncovered by the Contractor. Ifsuch WOrk is in accordance with the Contract DOCUJllents, costs of lincovering and replacemeilt shall, by appropriate Change Order, be at the Owner's expense. J f sllch Work is not in accordance with the Contract Documents, such costs and the cost ofcorrection shall be at the Contractor's expense unless the condition was' caused by tile Owner or a separate contractor iil which event the O\\1lershall be responsible for payment ofsUl;:h costs.

§ 12.2 CORRECTION OF WORK .

§ 12.2.1 BEFbRE OR AFTER SUBSTANTIAL COMPLETION .

The Contractor shall promptlycol'rect Work rejected by the Architect, or O\\1ler, or failitlg to conform to tbe requirements ofthe Contract Documents, whether discovered before or after Substantial Cempl~tion and whether or not fabricated, installed .or completed. Costs ofcorrecting SI.ICb rejected Work, inclltding additional testing and inspections, the cost Ofl!IICovering and replacenlent, and cQmpensatiol1 for the Architect's services and ex:pen~es !i18qe necesl;ary thereby, shall be at the Contractor's expen!le.

§ 12.2.2AFTER SUBSTANTIAL COMPLETION § 12.2.2.1 In addition to the Contractor's obligations under Seetion 3.5, if, within one year after the date ofSuhstantial Completion orthe Work or designated portion thereofora'fler the date for COlmnencemcnt Ofwarra.l1ties established under Section 9.9.1, or by termS ofan applicable special warranty required by tbe CQlltract D\lCuments;any of the Work is found to be 110t in accordance with thereql1irei1)ents Mthe Contract Docurneilts,the C()ntrac(cir shall correct it promptly after receipt ofwriUennotice from the Owner to do so unless the OWiler has previously given the Contractor a writteilacceptallce;; o(such conditiol1. TIle Owner shall give such notice promptly after discovery ofthe condition.

During the one-year period for c.orrection ofWork, iftheOwner fails to notifY the Contractor and .give theContractpr AIADocumentA201''''-2007.Copyright@1911,191.5; 1918.1925,1937.1951.1958.196:1.1963,1966.1970, 1976. 1987. 1997a"ild2007byTheAinerican InII. Institule of Architecls. All rights. reserved. WARNIf.lG: This AlA~ DOcument Is proteeted by U.S. copyright Law'and International Treatlel;.Una.Il!h0n;!l:d 32 reprodUction or dlsttlliuticmoHhlli AlA~ Qoqljmi!llti or ally~ortIO'il~r'Il,mayre,s!!'! In sevlltl'ii\lilUani! crlll1lnaj penll.lllel;.I!ndwill be prQSllcuted til the . maximum extent possible u.nder the law. This document was prodlic~ by AlA s.ollwarea"t16:3B:42on00l1B/2012 under Order No,3477160119_1 which expires on 0511712013, and Is not for resale. .

User Noles: an opportunity to make thecorreetion,the O\Yller waives the rights to req~lire corre¢ti()1l by the Contractor and to IllijJ(1l a claim for breach ofwarranty. If the Contractor fails to. correctnonconformins Workwithirt il reasonable tillle during that period after receipt ofnotice from the Owner or Architect,theOwuermay correct it in accordance with Section 2.4.

§ 12.2.~.2 The l;lIle-year perii:jd for corre~tion ofWqrk shall be extended with respect to portions of Work first performed after Substantial Completion bY the period ofthne between Substantial Completion alldthe actual completion oflhat portion ofthe "Vork.

§ 12.2.2.3 TIle one-year period fOfcorrection of Work shall not be extended by corrective Workperformed by the . Contractor .pursuant to this Section 12.2. .

§ 12.2.3 The Contract(lr shall remove frOJll the site p,brtiQns ofthe Work that are not in accordalll;e with the reqliirements of the Contract Documents and are neither cOn:ected by the C6nttacW n9r accepted by the Q'vner.

§ 12.2.4 TIle COlltractor shall bear the cast ofcorrecting destroyed or damaged construction, whether completed or partially completed, ofthe Owner or separate contractors caused by the Contractor's correction or removal otWork that is not in accordance with the reqilirements of the Contract Oocllnlellts.

§ 12.2.5 Nothiilg Contained in this Section 12.2 shall be construed to establi$h a period .of limiration with respect to other obligations the Contractor hilS mider tl.e Contract Documents. Estllblishment of the Qnll-year perilid for correction ofWork as described in Section 12.2.2 relates only to the specific obligatioil ofthe Contractor to correct the Work, and has no relationship to tbe time witbin which the obligation to comply with the Contract Doctmlents may be sought to ~ enforced, nor to the tim!,; within which proceedings may becolllmenced to C$tablish the Contractor's liabili~y with respect to the CQntractor's obligations other than specifically to c.orrect the Work.

§ 12.3 ACCEPTANCE OF NONCONFORMING WORK Ifthe Owner prefers to accept Work that is not ill accord8l1cewith the requirements ofthe Contract Documents, tl~e Owner may do soinstead ofrequiring its removal and correction, in which case the Contract Sum will be redlicedas () appropriate and equitable. Such adjustment shall be llffected whether or not final payment has been made.

ARTICLE 13 MISCELLANEOUS PROVISIONS § 13.1 GOVERNING LAW The Contract shall begoverlled by tbe law ofthe place where the·Project is located except that, ifthepiirties have selected arbitration as the method ofbindingdisp~lte resQlution, the Federal. Arbitration Act shall govern Section IS.4.

§ 13.2 SUCCESSORS AND ASSIGNS § 13.2.1 The O\\'ner 3Ild CpntrliCtor respectively bind them'selves, their partners, Silccessors, assigns and legal representlitives to covenants, a~eemehts and obligations Contained in tIle Contract bOClllllents. Except as prQvided In Section L3.2.2,ncither party to the Contract shaIl assign the Contract as a whole without written COlisent ofthe other.

Ifeither party attempts to make suchan assignment without 5\Icll consent, that partyshaLJnevertheless remain legally re$ponsible for all obligations Illlder the Co/itracl.

§ 13.2.2 TIle Owner may, with.out COl/sent o.f the Gglltractor, assigil the ContrliCt to a lender providing cQnstruction financing for the Project, ifthe l¢nder as.sllliles the O\vner's rights and obligations under the contract Ocx:unlent$. The Contractor shall execute all consentsreasonablyrequirecl to facilitate SUcll'ilssigllment.

§ 13.3 WRITTEN NOTICE . ,Willen notice shall be deemed to have been duly $erved if dlllivered in perllon to the individual, toa member of the finn or entity, or to all offiqer pfth¢corp9ratilirt for which it was intended; or if delivered at, or sent!>y t,egis~eredor certified mail or by courier service proViding proof of delivery to, the last business address lqIo\vn to the party giving notice.

§ 13.4 RIGHTS AND REMEDIES § 1M.1 Ollties lind pbligati<ms impo,Sed by tIle Contract Pocllmentsand rights~nd re.medies available thereunder shaIJ beilladdition to and nqt a limitatipn ofduties, obJigatic;lIJ.S, right,Sand rellledje.$ otherwise h~lp9sed or aVlIilllble by law. . .

A/A D()(lumellt A201 TN "'2007~ CQPyright@ 1.911. 1!!1~. 1911l•. 19?5.1\1~7. 1951, 11158, 1961. 1ge3. 1966;,197P, 1976,1\1117.1997 arK!20P7 ~y The Ari)eril:an Inn•. Insliiule of Archilecls.,A/1 rlgbts r!!!1erved. WAI!~ING: T\1ls AJA".OQeument Is pr()tected by LJ'S, <:()pyrig~tLawal1d International Tr(latle~,Ullauth()rized ~3 roprolluctlonor dlstiibLiUon of this AlA'" DaciJment,.oranyportion of It, may teault In severe'chill and cilriJtllal P!!I!altl.es. and \'I1II.be prosecute" to the maxllilUmelttent posslblellrider t1ielllYi. 'Thlsd9cumenl:Y/as'pll;lduced:byAIAsof~areaI16:3$:42 ()n OSI18f2012.u.nder Order No.347716Pl1.9_1 which expires on OS;17/2013,aoo isnal for resale.

User N.otes: . .

§ 13.4.2 No action or failure to act by the Owner, Architect .I,lT Contractor shaUconstitute a waiver ofa right or duty afforded them under the Contract, nor shall stich action or failure to act coilstitllte approval ofor acqlliescellce in a breach there lInder, except as Illay be specifically agreed hi writing.

§ 13,5 TESTS AND INSPI;CTIONS § 13.5,1 Tests, inspections and approvals ofporlions ofthe Work .shall be.l1lade as required by the Contract Documents and by applicable laws, statutes, ordinances, codes, fules and regulatiQlIS :or lawfiJ1 orderll of public authorities. Unless otherwise provided, the Cl,lntrilctpr shall makearti\ngelllentHQr such tests, hispections and approvals with an independent testing laboratorYQT entity acceptable to theO\vner,or \Vith the appropriate Public aUlhQrity, an~ shalllJear all relat¢d cQsts oftests, inspections and approvals. The Contrlictor shall give the Ardtit~t timely notice of when and where tests alld inspectioilsare to be made so that the Architect may be present for SliCh procedures. The Owner shall bear costs of (I) tests, inspections or approvals that do ilotbecome requirements until after bids are received ornegotiatiolls concluded, and (2) tests, inspections or approvals where building codes or applicable laws or regulations prohibit the OwnerfrolU delegating their cost to the Contractor.

§ 13.5.2 lfthe Architect, Owner or public authorities having jurisdiction determine that portiQns oHhe WQTk require additional tesling, inspection QT appr(:lVal not included lInderSectio/1 13.5.~, the Architect will, UpOll written . authoritation from the Owner, instruct the Contractor to make arrangements tor such additional testing, inspection or approval by an elltity acceptable to the O\\l1er, and the Contractorshall give timely notice to the Architect ofwhenand where tests and inspections are to be made so that the Arehitect may be present for such procedures. Such costs, except as provided in Section 13.5.3, shall be at theOwl1er's eXI,el)Se, § 13.5.3 Ifsuch procedures forte~ting, iUlipection Qr approval under Sections 13..5.1 and 13.5.2 reveal fuillireofthe portions ofthe Work to comply \Vith requirements established by the Coiltract Oocuments, all costs made necessary by Such failure including those of repeated procedures and compensation for the Architect'sser"ices and expenses shall be at the Contractor's expense.

§ 13.5.4 Required certificates oftesting, inspection I,lr approvalshaU, unless otherwise required by the ContraCt DOCll/nents, be secure(j by the ~ontracfl,lr and promptly delivered tei the Archit¢ct. § 13.5.5 ifthe Architect is to observe tests, inspections or approvals required by the Contract Documents, the Architect will do so promptly and, where practicable, at the normal place of testing.

§ 13.5.6 Tests or inspections condilcted ptlrsulInt to the Contract Documents shall be made promptly to av()id unreasonable delay hi the \VQrk. .

§ 13.6 INTEREST Payments due and unpaid under the Contract DOCll.lIlents shall bear interest from the date payment is due at such £oate as the parties may agree upon in writing or, in thea~sence tllereQt: at the legal rate preVailil)g from time to time at the place where the Project is Il,lCated.

§ 13.7 TIME LIMITS ON CLAIMS The Owner and Contractor shall commence all claims and causes ofactil,ln, whelher ill contract, tort, breach of wanality or otherwise, againsUhe other arising out ofor related to the Contract in accordance with the requirements of theJinal dispute resolutil,lll method selected in the Agreelnent within the Ii me period speci tied byapplica\)le law, but in any case not more than JO years aftel' the d~te ofS)Jbstantial CbmpletiQnofthe Work. The Owner lind Contrlictor waive all clailllsand causes of action not comnlenced inaccordalice \Vith this Section 13.7.

ARTICLE 14 TERMINATlbN ORSUSPENSlON OF THE CONTRACT § 14.1 TERMINATION BY THE CONTRACTOR § 14.1.1 TIle Contractor may terminate theContra<;t ifthe Work is stopped fQr a peri9dof30 <;onsecutive(!ays thrQugh no act Qf [aidt ofthe Contractor ora SubcolltraClqr, Sub-subcontractor Or their agents QT emplqye.esor any other persoils Of entities performing portions ofthe Work uilder direct or indirect contract with the Contractor, tOf a£lY onlle follo\Ving. reasons: .1 Issuance ofan order ofa court or o.ther public allthorityhavingjurisdictioil that requires all Work to be stopped; AiA 0Clc:ument 1\201''' - 2007. Copynahl @'1911, 1915, 1918, 1925,1937, 1951, '1958, 1961,1963, 1966, 1970, 1976,1987. 1997 and 2001 by The Amenca.n hllt. Ins.litule ofArchilecls. All riahts reseiYed. WARNING: 'This AIA~ Document fsjlrotecle~ by u.s. CclPyright law and Inlei'n'!t1Qnal ireaUes. Una.ulhorized 34 repl'9.dUCIIOil ~r tilslllbutlQn of til Ii> AlA" OOc:/lfne'1,I,or lIny p,ort!on ofl\;ma~ reslllt/llseVel1iclv.IJ andcrlmlnalpenatpe~.·andY<lll.be prose~uted to the maximum extent possible undertlie I;iW, Thisdocumentwas produced byAIA software at 16:38:420;10511812012 under Oider No.3471160119_1wliich e"""es on.05117J2013, arid is noUor resale. . ·User ~oles: .2 An act ofgovermllent, such as. a declaratiOllofnationalemergencythat requires all Work to be stoppe4; .3 Because the Architect has not issued a Certificate for Payment and has not notified the Contractor orthe reason for withholding certificatiol1/1S provi<led in Section 9.4.1, or because the OWl1erbas 110t made payment 011 a Certificate for }layment within the time statedi.n the Contract Documeuts; or .4 The O\VJ1er has failed to n.lrnish 16 tbeContractor prqmptly, UPO!1 the Contractor'~reqllest, reasonable evidence as required by Section 2.2.1.

§ 14.1.2 The Contractor may terniinate the Contract if, through 110 act or fault of the Contractor or a Subcontractor, Sllb-subcontractor or their agents or employees or any other Persons or entities performing portions ofthe Work under director indirect contract with the Contractor, repeated Sllspel1sions, delays or interruptions ofthe entire Work by the O\YJleras described in Section 14.3 c~lns(itute in ·the aggregate more thail 100 .p¢rcent ofthe total nUmber ofdays scheduled for completion, or 120 days in any j.65.day period, \vltic!lever is lesS.

§ 14.1.3 Ifone ofthe reasonS described in Section 14J.lor 14.1.2 exists, the Contractor may, UpOll seven days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed, including reasonable overhead and profit, costs incurred by reason of such termination,·and damages.

§ 14.1.4 Tfthe Work is stopped for a period offiO consecutive days thro\lgh n(> ac;t orfa~llt ofthe Contractor or a Subcontractor or·their agentS or employees or any other persons performing portions ofthe Work tllldercontract with the Contractor because the Owner hasrepeatedly tailed to filuill the OWiler's obligations ullder the Contract Documents with respect to matters important tothe progressofthe Work, Ihe Contractor luay, ilpon seven additiollal days' written notice to tile Owner and IheArchitect. terminate tile Contract and recover frolll Ihe Owner as provided in Section 14.1.3.

§ 14.2 TERMINATION BY THE OWNER FOR CAUSE § 14.2.1 The O\VJ1er l'riay tenilinate the COlitract if the COntractor .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make paymeut to S.ubcontractors for materials or lahor in accordance with the respective agreements between the Contractor and the Snbcontractors; .3 repeatedly disregards applicable laws, statutes, ordinances, <:odes, rules and regulations, or lawnll orders ofa public authority; or . .4 otherwiSe is guilty ofsUbstantial breach ora provisiOn bftheContract DOCUments.

§ 14.2.2 When any ofthe above reasons exist, the Owner, upon certification by the Initial Decision Maker Ihat sufficie!lt cause exists to justifY SllCh action, may without prejudice to any olher rights or remedies afthe Owner and after giving the Contractor and the Contractqr's surety, ifany, seven days' written rioti¢e, tenuinate employment ofthe Colltractof and may, 'subject to. fiUY prior rights afthe Surety: .. .1 Exclude the Contractor from the site and take possession <'if all luatedlils, eqilipmi:nt, tOQls, and construction equipment and machinerylhereon owned by the Contractor; .2 Accept assignment ofsubcontracts pursuant toBection 5.4; and .3 Finish the Work by whatever reasonable method the Owner may deem expedient Upon written request ofthe Contractor, the Owner shall fbmish to tne Contractor a detailed accounting oftlle costs incurred by the Owner in finishing the Work. ...

§ 14.2.3 When the O\VJ1er terminates the Contract for one ofthe reasons stated in Section 14.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished.

§ 14.2;4 Ifthe unpaid balance ofthe Contract Slim exceed.s cos.ts.offinishing Ihe Work; including compensation for the Architect's services and expenses Illadeneeessary thereby, and other damages incllrred by th~ Owner and not expressly waived, such e,:.:cess shall be paid to th.e COIllra<:tor. Ifsllcb costs and damages exceed the unpaid balance, the:: Contractor shall pay the differel1¢e to the O\Vner. The alllOi.lllt to be paid to the Contractor or pWller, as the case may be, shall be certified by IheTnitial Decision Maker,upon application, alld this obligation for payment shall survive tenuillation oftile Contract - .

§ 14.3 SUSPENSION BY THE OWNER FOR CONVEN.IENCE § 14.3.1 The Owner may, withOlit cause, order theConlraclor in writing to suspelld, delay or iiit~rrllpt the Work in whole or in part for sllc;hperiQd oftillle as tire Owner m~y determine.

AlA Docum~nt A201T.":- 2907. Cop)'right@ 1911, 191§.1918. 1925, 19~7, 1951, 1958, 1~61, 1963. 1966. '1970. 1916,1987. 1997 and2Q07 by Th~ Anrllrican lrilt. IrisUlulli of AClihliecls. All nghtsreserved. WARNING: This AlA" Document III prQblctedby U.S. COPYr!Q~t I.liwarld International treatles.~(lauthorl2;ed 35 reproilucllon or dlstri.bl1tion of lijls AlA$ Docilinent,. or anypP.r\lon of II. may resulfhl severe clVll and i:rlhiInEiI ji.erialtles.anil willbepl'()sei:utedt~ the maximum extenl PQsslble under the law, This documenl Was prOJ!u.cedlJyAIAsoftware aI16:38:420.n 05!1812912 und!Jr 9rder Np..34771fiQ119_1which a?CiJires on 0511712013.lIno is not ror resllie. .user Noles: § 14.3.21l1eCoutnwt Sum ane! Contract Time shall ,Ix: adjusted for increases in the cost aiJd tinleClitised by sll:;pension, delaY or interruption a.:;d~cri!led in Section 14.3.1. Adjtistment ofthe Contract Stim s!lall iilclude profit.

No adjtlstment shall be made to theext¢nt .1 that perforJtlaJice is, \Vas or would have been so suspended, delayed or intertilpted by .another calise for which the Contractoris responsible; or .2 that an equitable adJustment is made or denied under another provision ofthe Contract.

§ 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE § 14.4.1 The Owner may, at any time, terininat¢ theContmct for the Qwner's convenience gnd witho.ut cause.

§ 14.4.2 Upon receiptofwtiuen notice ('rom the O\wer ofsuch termination for the Owner's convenience, the Contractor shall .1 .cease operations as directed by the Owner ill the notice; .2 take actions necessary, or that the O\'i'J1er may direct, for the protection and. preservation ofthe Work; and . .3 except for Work directed to be performed prior to the effective date oftennination s.tilted in thenoth:e, tenninate all existing 'stlbcontracts and purchase orders and enter into no filrther slibcontracts and purchase orders.

§ 14.4.3 In case of such termination for the Owner's convenience, the Contractor shall be entitled to receive payment for Work executed, and costs incurred by reason OfSllCh tem1inatioil,along with reasonable overhead and pn.>fit on the War!<: itot executed.

ARTICLE 15 CLAIMS AND DISPUTES .§ 15.1 CLAIMS § 15.1.1 DEFINITION A Claim i.s a demand or assertion by Olle 9fthe parties see/(ing, as. a Iliatter orright, payment ofmqney, or other relief with respect to the terms of the Contract. Ule teOtl "Claiiu"also includes other ~Iisputes mid platterS in qUi:$!ion (~) between the O\Wer and Contractor arising out ofor relating to the Contract. The responsibility tQsubstantiate Claims shall rest with the party making the Claim.

§ 15.1.2 NOTICE OF CLAIMS Claims by either the Owner or Contractor mlist be ill.ifi~t¢d py wdtl¢ililotice to the Qtherparty and to the IidtiaL Oecision Maker \vith a copy sent to the Architect, ifthe Architect is not serviilg as the Initial Decision Mllk¢r. Claims by either party must be initialed within 21 days aftet occurrence ofthe event giving rise to sijch Claim or within 21 days after the claimant first recogllizes the condition giving rise to the Claim, whichever is later.

§ 15.1.3 CONTINUING CONTRACT PERFORMANCE Pending final resohitiCill ofa Clahn, e~cept as otherwise agreed iil writing'or as provided in Section 9.7 and Article 14, the Contractor shall proceed diligently with performance ofthe Contract and the Owner shall continue to make payinelits in accordailce \vith the Contract Documents. 111e Architect will prepare Change Orders and issue Certificates for Payment in accordance with the decisions of the Initial Decision Maker.

§ 15.1.4 CLAIMS FOR ADDITIONAL COST IftheContractor ,vi$h~ t6 make a Claim for an increase in the Contract Slim, wtitten notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.4.

§ 15.1.5 CLAIMS FOR ADDITIONAL TIME § 15.1.5.1lfthe Contractor wishe.stomake a .Claim for an increase in the Contract Tirne, written n.otice as provided herein shall be given. The Contractor's Claim shall include an estinlateQf cost and ofprobapleeffect ofdelay Qn progress (lfthe Work. ill the case Qf Ii continuing delay, only one Claim is necessary.

§ 15.1.5.2 Ifadverse weather conditions are the basis for a Claim for additional time, such Claim shaUbe documented by da.ta substantiating that weather conditiolts wereabnonnal for the Period of time; could not have been reasonably anticipated and had an adverse effect QIl the scheduled con:;tnfCtiQn.

AlA Document A201'" -.2007. Copyright e1111t. 11115,1918, 1112.5. 1937. 1951, 1958~ 1961, 196~. 1966,1970, 1976.f987.1997liil.!l 2007 by The Ame.riCllil Inl.l. In~6tule of Architecls.A1I rights relleNed. WARNING: Thill AlA'> Do~um~nIIJl protected by U.S. Ccpyrigh~ LaW an!l lntemaiJ"llai Treatl~; Unalllho~,!l 36 reproll/lctionordisllib"t!pnof ~lsAJAs rioculJ1en~ or anl! pOr1lpn oflt.m~y resu.'! InseveJ'!l' clvl!li(lll.criminal penalties. al'!!l'wllllle pTQSilcl1ledlot!HI maximum exteilt possible under. the.law. Tlils !locument was pi'llduce!l'byAI.A soltware lit 1.(;:38:42 on OSI18/2012 U.nder Ol:der No.34771.601'19':1 whichei9llres on 05/17/2013, aM is not for resale. .

UserN9les: § 15.1.6 CLAIMS FOR CONSEQUENTIAL OAMAGES The Contractor and Owner waive Claims against each other for cOl)~equential damages arising out ofor relating to this Contract, This inutual waiver includes . . .1 damages inclirred by ·the Owner for rental expenses, for 16ssesofltse, in¢onie, profit, financing, business and reputation, and for loss ofmanagemeiltor employee productivity or ofthe services ofsuch persons; and . . .2 damages incurred by tile Contractor for principal office expenses including the compensation of persoimetstlitioned there, for losses of financing, business and reputation, and for los.s ofprofit except anticipated profit arising diredlyfroll1 the \VQrk.

TIlis mutuahvaiver is applicable, without limitation, to all consequeiltial d~01ages due to either party's termination in accordance with Article 14. Nothing contained in this Section 15.1.6 shall be deemed to pret:ludean award of liquidated damages, when applicable, in accordance with the reqliirements oftheContracl Oocuments.

§ 15.2 INITIAL DECISION § 15.2.1 Claims, excludinglhose I1rising under Sections 10.3, lOA, 11.3.9, and 11.3.10, shall be referred to the Initial Decision Maker for initial decision. TIle Architect will serve a!) the Initial DeCisiQn Maker, lIltJess otherwise inc;lii::ated ill the Agreement. Except for those Claims excluded by this Section 15.2.1, an initial decision sluill be reqliired asa condition precedent to mediation ofany Claim arising prior to the date final payment is due, unless 3() days have passed after the Claim has been referred to thelnitial Decision Maker with no decision having been rendered. Unless the Initial Dedi.sio!! Maker andaUaftected parties agree, the Initial Decision Maker will not decide disputes between the Contractor and persons or entiti~s other tha(l the Owner.

§ 15.2.2 The Initial Decisioil Maker will review Claims and within teQ days ofthe n::ceipt ofa Chlim tal{e one. or more ofthe following actions: (I) requestadditional supporting data from the claimant or a response with $llPPQrtingdata from the other party, (2) reject tbe Claim in whole or in part, (3) approve the Claim, (4) suggest a compromise, or (5) advise the parties that the Initial Decisi(jn Maker is llllable t()r~olve the Claim if the Iiutial Deci.sion Maker lacks sufficiellt infcinnation to evaU~!Ite the merits orthe Claim or iftl,e Initial Decision Milker concludes. that, in the Initial becisioll Maker's sole d,iscretion, it would be inappropriate' for the ~litiid Deci.sion Maker to r¢SolVe tlte Claim.

§ 15.2.3 In evaluating Claims; the mitial Decis.ion Maker may, but shall not be obligated to, consult with or seek inforIlllltion from either party or from persons withspecialkJlowledge or expertise who may assist the Initial Decision l\~laker in rendering a deci!)ic;ll1. lhe Initial Decision Maker may request the Owner to authorize retention of such persons al theO\Y1ler's expense.

§ 15.2;4 Ifthe Initial Decision Maker requests a party to provide a response to a C!llhu ()r tQihrnish additional sllPporting data, such party shall respond, within ten days after receipt ofsuch request, and shall either (1) provide a response on the requested supporting (\ata,(2) advise the Initial DecisionMakeI' when the response or supporting data will be furnished or (3) advise the Initial Decision Maker that no sllpporting data will pe furnished. Upon receipt ofthe respOllse or supporting data, ifany, the Initial DeCisionMakeI' will dther reject or approve the Claint in whole or in part. ..

§ 15.2.5 The butial Decision Maker will render an initial decision approviilg or rejecting the Claim, or illdicatil'!g that the Initial Decision Maker is unable to resolve the Claim.lltisinitial decision shalJ (1) be in writing; (2) state the reasons therefor; lInd (3)notiiY the parties and the Architect, if the Archit~t is not serving as the Initial Decision Maker, ofany change in the Contract Sum <;If Contract Time or both. The iriitial decision shall be final and binding On the parties butsllbject to mediation and, ifthe parties fail to resolVe theirdispu~ethro~lgh,111ediation, to biric;ling di1iPllte resolution.

§ 15.2.6 Either party may file for mediation of an initial decision at any time, subject to the terms ofSectiol1. 15.2.6.1.

§ 15.2.6.1 Either party may, within .30 days from the dat.e oran initial decision, demand in writing that the other party file for mediatiqn \vlthi ll 6.9 days ofthe initial deci.~ion. Ifsikh a demand i!) made and th~ party receiving thedemal1d fails to file for mediation within the time required, then both partie,s waiv<: their rights to mediate or pilr$\~e binding dispute resolutiol1 proceedings with respect to the initial decision.

AlA Document A2OP"- 2007: Copyright @.1911, 1945. 1918,1925. 1937; 1951,1958. 1961. 1963, 1966. 1970, 1976, 1987. 1997 and 2007 by The Am\l!ican lnlt. Ins~lule .01 Architects. AJll'ights reserved.WARNING: This .AJA'f! DO,c:iimerit Is protected by U.S. Copyright law 8{1d 'iltern<!t~onal Trelltles. Uoalji!1orized 37 reproductl9n ~ d'slrl~Utl0l1ClU!11s AlA'f;Ddcultlen~.or al:\y portiolfof it, may re$ult, III severe ~l1iltlllrd crijliiilalpeil<!ltli.ls, andvilll be prosecklted to the 1 maxlmuni C1xtilnt pPssltiie under tiletaW. ThIs d~umel'llwas ptQduced byAlII, sollwareat 1ll:~8:42on!i5/1B/2012 under Orde( NG,34711.S01 Hl..J which expires on 05/1712013, aild·is riot foh'esale. . . .

User N.o.t!ls: .(1500859475) § 15.2.7 III the event ofa Claim against thl: ContrlictQr, t\JeQwner may,but i~ 110t obligated to, notify the surety, ifany, ofthe.nature and amount ofthe C:;laiIu. Iftbe Glahn relates to a.p(jssibility ora C~ntractor'sdemult,the O\Vlier may, but is 110t obligated to, notify the surety at'id request the sUl'ely's assistance in resolving the controversy.

§ 15.2.8 Ifa Claim relates to or is thesu~ject ofa mechanic's lien, the party asserting such Claim may proceed in accordance with applicable law to comply with. the lien notice or filing deadlillCS.

§ 15,3 MEDIATION § 1.5.3.1 Claims, disputes, pI' other matters in cl:mtrpversy-arising Oll.t ofor related to the COiltract except those waived as proVided for in Secti9/ls 9.1 0.4,9.10.5, and 15.1.6 shall be subject to mediation as a condition precedennobinding dispute resolution.

§ 15.3.2 The parties shalJ endeavor to resolve their Claims by mediation which,. unless the parties mutually agree otberwise, shall be administered by the American Arbitration Associationin accordilllce \Vith its construction Industry Mediation Procedures in effect on the date oftbe Agreeinent. Arequest foi' mediation shall be made in writing, del ivered to the other party to the Ci;llltract, and filed with the perSon or entity adnlinistering the Illediation. The request may be made cOIIcurrerit[y with the filing ofbinding dispute resolution proceedings but,in stIch event, mediation shall proceed in advance ofbinding dispute resolution proceedings, which shall bestayed pending mediation for a period of days from the date offilliig, uuless stayed for a longer periodbyagr.eement oftbe parties or court order. Ifan arbitration is stayed p.ursuanltQ this Section [5.3.2, the p~rties may nonetheless proceed to the selection ofthe arbitrator(s) and agre.e mlon a schedule (or later proceedings.

§ 15.3.31l1eparties shall share the illediator's fee and any filing fees equally. the mediation shall be held in the place where the Project is located, un[essanother location is mutually agreed upon. Agreements reached in mediation shalt be enforceable as settlementaweements in any court having jurisdiction thereof.

§ 15.4 ARBITRATION § 15.4.1.Iftl)e parties have selected lU'bitratiqn as the method for binding dispute resolution 01 the Agreement, any Claim subject t9, but n.ot resolved by, mediation shall be Sllbject loarbitratioll which, unless the parties mutually agree () otherwise,shall be adluinistei'ed by the American Arbitration Associatlon in accordancewitb its Construction Industry ArbitrationRules in effect 011 the date oftbe Agreel11ellt. A demand for arbitration shall be ma<!e in writing, delivered to the otber party to the Contract,and filed with the person oi' elltity administering the arbitration. TIle party ·filing a notice ofdemand for arWrati9n must assert in the deltll\lld. all c:;taims th¢n knOwn to that .party Qll which arbittatiQn is perrnitted to be <!emi1nd~d.

§ 15.4.1.1 A demand for arbitration shall be made uo earlier than concurrently \Vith the filingofa request for mediatiou, but in no event shall it be made after thedate when the institution oflegal PI' equitable proceedings based all the Claim would be barred bytbe applicable statute ofliIl1itations. For*llute oflimitations purppses, receipt of a written demand for arbitration by the p·erS()ll ()r entity administering tbe arbitration shall constitute the ulstitutioll of legal or equitable proceedings based on the Claim.

§ 15.4.21be award rendered by the arbitrator or arbitrators shall be fillal,andjudglllelltmay be entered upon it in accordauce \Vith applicable law in auy court havingjudsdiction thereof.

§ 15.4.3 The foregoi ng agreement to arbitrate and othei'agre~inerit$ tQ arbitrate with an additional pei'I'Oll or entity duly consented tt> by parties to the Agreement shalJ be specificallYenforceabJe under applicable law in any court having jurisdiction thereof.

§ 15.4.4 CONSOLIDATION OR JOINDER § 15.4.4.1 Either party, atitsso[e discretion, may Consolidate allarl;iitratiollcoll<lucted lwder tlli$ Agreement \vithany other arbitration to which it is a Pilrty provided that (I) the arllitration agreement gover.nin,g lhe plIler arl>itratioll permits consolidation, (2) the arbitrations to be COilsolidated sllbstantially involve coml11on qtiestiollS of'law or fact, and (3) the arbitrations employ maleriallysimHar pi'oceduralrules alldmethods for selecting arbitrator(s).

§ 15.4.4.2 Either party, at its sale discretion,may include byJoulderpersons or entities substantially involved itl a common question of [awol' mct wbose pre$ence-is. required ifcomplete relief is to be accorded inll1'bitration,. provided tbat th~ party sought t() bejoiiJ.ed COll$ents inwt'itiilg tO$llcbjoinder. Consent to ar1,litratiQninvt>lving an additional AlA Document A20r'" - 2007. Copyright 0 191 h ~91~. J91 il.,192~, 1937,1~51. 1958,1961. 19.6~.19Pll, 1970. 11/76. 1991997 lind ;!OO!./lYThe (llnl1ric:an Inil. Institute of.Archilects~ All rfghtll resllryed.WARNIN$: Thl!! AlA"' [lQjlunrent Is prot~t~ lly.U,ll.Copyrlght.Law ~nd Intem;ttlonaJ Treatlils.Unaulliorizeit 3$ reproduction ordistrfbuti.)O of thIs A1A"'poClJrn.emjor any port/on of", J:I1ayresult In $e.vere civil and .crlinlillll peila!this, an~ wlll be prosEiCuiedto the maxImum extent possible unMrllie I~w. ThIS dO<:urrie.n.!\·ills pr.od_ucedllYAIAsoflwar~aI16:38:42:on05/18/2012 umlE!rOrllE!r NO,34n16Q119...J Which expires on 05/17/2013. and is noHor resale.

I:Js~rNote~: "'-- 4C0471;\ p,erson or ~lltity lihallnot conlititut~ consent to arbitration of any clain\, dispute or other matter·in q~lestion not (Je$cril>ed in the written cc:inseiIt. . .

§ 15.4.4.3 The Qwner ~lid CQutT/lct()r grllltt t9 any perSOllClf entitY rriade a p~rty to an arbitrl\tion conducted lUlderthis Section 15.4, whether byjoiilderor cOIls'olidliticlil, thesanle rigJ1ts ofjoillder a11dcOllliolidatio!laS the OWIl.erMd Contractorullder this Agreement.

()

AlA Ooculnent A201 .... -2007. Cop~glit<91911,1915,1916,1925, 193?, 19li1. 19li6, 111$1.1963,1966, 1910,197~. 1987,1997 anel 20.07 by The American Inil. Institut!lof N~hlt¢Cts. All rights r~selVed,WARNING: This AlAe DO.cument tsprOtectetibll U.S. COPll~llht law and Illfetnlil)ll"jil Tre~tJ~s. U"iH!thorized 39 , . rllPtodullUonor <l!!>tribu\llJll of .tl1lli AlJi,.~ Pllcl!(Ils!11. or anY. poJ'!lpl).!>f It. fl)llllll1$ult;[n !gev.l!re¢lYIlanilcliml.nal psnalUes. an.i1 Will be prosecuted to the irilili!/rin\me?<tent possible underll1s law. This <l¥:umerit waspro.d~900 byAlA soltwareat16:~8:4~ on ()511~/2012 un.dar 9rrJer No.347T1601HtJ which~lCpiras on 05/17/2013, and is not forresa[ll. ..

Us!!r Not,s: l150085.S475) Additions and Deletions Report for (!) . . TM AlA Document A201 - 2007 ThiS Additions and Deletions Report, as defined on page 1 of the associated document, reproduces below alltextlhe author has added to the standard form AlA document In order to complete fl, as well as any text the a1.Jlhor may have added to 1)rdeleted from the original AlA text•.Added text is shown underlined. Deleted text is Indicated with a horizontal line through \he .()riglnaJ AlA text.

Note:-rhis Additions and Deletions Reporlls provided for information purposes only and is not incorporated Into or constilule any part. of the associated AlA document. This Additions and Deletions Report and lis associated document were generated slmultaneously by AlA software at 16:38,42 on 05/18/2012.

PAGE 1 Los Cerritos Hanger County Road 410 Uvalde, TX

Tri-Bar Ranch Company. Ltd. 10101 Reunion Place, Ste. 1000 San Antonio, TX 78216

John Grable, FAIA, John Grable Architects, Inc. Austin Highway San Antonio, TX 78209 PAGE 11 Ifthe Contractor fuils to correct Work that is not in accordance with the requirements of the ContractDocuments as required by Section 12,2 ~tedly-fails to carry out Work in accordancewitb the Contract Documents, the Owner may issue a written order to tbe Contractor to stop the Work, or any portion thereof, niltilthe. cliuse for slich order has been eliminated; however, the right oftlle Owner to stop the Work shaU nqt give rj~e to Ii dl1ty on the part oftheOwnef . to exercise tlus right for the benefit ofthe Contractor or any other person or entity, except to theextcnt required by Section 6.1.3.

PAGE 13 The Contractor warrants to the Owner and Architect that materials and equipment furnished under tbe Contract wiH be of good quality ilnd new unless the Contract Documents require or permit otherwise. TIle Contractor timher warrants that the Work \vill conform to the requirements of the Contract Documents and will be free from defects, except for those inherent in the quality ofthe Work the Contract Documents require or permit. Work, materials,or equiplllentuot conforming to these requirements may be considered defective. TIle Contractor's warrmlty excludes. remedy for damage or defect callSed by abuse, alterations to the Work not ex~uted by the Contractor, improper or insldflcient mai\ltenance, improper operation, or normal wear and tear and nonnalusage, Ifrequjred by the Architect,the Contractor shall filmisbsatisfact,oryevidence as to tbe kind and quality ofmateriab and equipment; TIle terms of the warranties ofSectio1l3.5 shall be in addition to and not in Iinlitatioh ofany other warranty or remedy provided by law, equity and/or the Contract Documents, and Shall be interpreted to require Contractor at its expense to cure all defective or deficient Work within a period ofnot less than one (1) year after Final Completion onhe Project, or longer if required by the Contract Documents. The Contractor shall correct such Work promptly upon receipt ·of\Vi'itten notice from the Owner. Ifth.e Contractor fails to do so within a reasonable' time ofnot illore than seven (7) days· after receipt ofsuch notice, Owner may correct such Work and Contractor shaH promptly repayOwner the reasonable cost ofsuch cortecth;e work upon demand. Owner may offset such costs ofcorrection agaiilst anypaymeilts then or biter due Additions and DeJelions Reportfor AlA Documel1t M01 TI. -2007. Copyrighl@1911, 1915, 1918, 1~25. 1937,1951,1958,1951, 1963, 196~,1970, 1916.

1987, 1997 and 2007 by The American Instilu~ or Archilects. All rights reserved, WARNING: This AiA'J Document IS. proteeiiid by U.s.Copyrlghi La'o\l arijl lntemo~ionalTreatlo.s. Unauthorl;:ed repr()duclion or distribution of this A1A>1l Doqu(rlont, Qr any poi1lonof It,may ~~ultin severe.llivll aM criminal penalties, arid will beprostllliltedio the m8:xlmmil e)ilerit possl!lle !lnder tUe law. Thisdpcumenl Yia~pr9duct;oil by AlA software:!111E!:311.:42 QI1 05(18/2012 under Order No.3477160119~1 whic;h expires on 05/17/2013, and is noUor resale.

User Notes; Contractor. Any corrective work shall itself be warranted by Contmctor for a period orone (I ) year from the date StIch corrective work is perfornied. COlltrador's warranty obligations dOllotinclude the repair or correction ofdefective· Or deficient Work caused exclusively by Owner's abuse, itriproper operation or lTJainteiiiuwe, or normal wear and tear . under normal usage.

§ 3.7.31fthe Contractor performs WorkkFlawiFl~ it that it knowingly or should havekno\vu to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or l~wfil1 orders ofpublic authorities, the Contractor shall aSSIinie appropriate responsibility for Sucl~ Work and shall bear thecQsfsattributable to correction.

PAGE 17 § 3,18.1 The \Vorl, nerfm'med by Contractor shall be at the exclusive risk of Contl·actol'. To the flillest extcnt permitted by law the CaRtFiletar shall indemAii)' aail hold harmless the. Qwner, ;\rehiteet,.•:\reltiteet's eoasl:lltaFlts, ami agelits ami emplayees efaFly of!hem Ham aiid against elaims, damages, lasses ~lRd e?ipeRs.es, iAehlE:Jing but Rat limited to attarneys' fees, arisiRg aut afar resulting Ham perf(lrmimee efthe WE!rl:c, Pi'O¥ided thilt sllah elaim~ damage, lass ar eNpeFlseis attributahle ta bodily iajury, siekfless, disease or death, or toiHjury tsElr de$truetiOfl f:)ftangible property (ether than the Work itself), but enly tethe eNtmt eauseEl by the negligeHtREits or oJflissiaA~ eft~e GO!'itlileter, a Sul:>eentmetor, applicablclaw, Contl'actol' shall and does agree to indcmnify, J!I'otect, defend, and hold forever llarmless the Owncr, affiliated companies of Owner and the officers. directors, on'ners, sha I'eliolders, employees and agents thcreof (collectively tbe"lndemnitees") fi'om and against aU claims, damagcS, losses, liens. causes of action, suits, judgmcnts,ilnd expenses, including attorneys' and othel' pl'ofessional fees; of any nature, kind 01' descliption of any person 01' entity, dii'ectlyol' indh;ectly al'isingout of, caused by. 01' I'esulting fl'OIll (in ,,'hole 01' in Rlwt), (a) the \Vol'l, pel'fol'med Ilel'eundei', or aiiy part' thereof, OI~ (b)auynct 01' ontission of the Contl'actm', any sub-subcoutmctor, anyone directly 01' indh'ectly enlployed by theli'larili~yel'lefor't'ffll3Se aets they may be li;tble, regardless af'.'lhetherar IlQl stffihelaim, damage, lesser a~'J3ef\se. is eallsed ifl part by apart)' . h~del:HBiBed hercuFider. 811clt abligatiol1 shall flet be ~EiAstrued ta Begate" abridge; arredHee oHm rigitts ar abli~ial1s of iRElemnity that wault! 6ti\erwise aidS! aste a party E)rperS~ ~eseribedi!l this ~e~tleR ;3,l8;them, 01' anyone thnt thcy contl'Ol 01' exercise contl'ol ovel' (collectivelv, "the Liabilities"). Tbus, the indemnityobligations of Contractor uudel' this Section sllll11 not 31mly to that portion 'Of tile c1ilims, damnges, losses, liens, causes of action. suits, judgments, and expenses, including attornevs' or otller p1'ofessionai fees ill'ising out of orrellltiiIg to propel'tv damange. found by the fl'ier of fact to have been caused by the negiigence of f1lcJndel11nitees.

§ 3.18,2 In claims against aR;' person ar el1tit)'indel'ln~ified{lllder this 8ee*~n3.18 by al'l. empleyeeoftlte Contraetor, a S\maofltraetar, Rnyol'le direetlyor indireetly elUployed by {!:leAl ora~ne fer .....hase acts tho)' nlas be liable, the indelnFlifieatioB ebligatiol'llll'lder 'Section 3.IKlshall Fiet I:>e Jimitedbj' a limitation Oil flmElunt $'type efdanlages, eemflellsatioFi ar llellefits pll)'lIble by or for .he COlltmater or fI 8ulleeatraetor HAder worleers' eeffipenshtieR aets, disability benefit aets or other employee I:>mefit aets.

§ 3.18.2 IiI the event ofany demands, claims, damages, losses, liens, causes ofaction, suits or judgments being assel1ed against the Project or Owner allegedly based on acts or mliissibns that ntliy give rise to an Indemnitee's claim for indemnification by Contmctor under Subparagraph 15,11, the Contractor, at its expense, shall assume and conduct, on behalfonhe Owner (and the other Indemnitees), with due diligence and in good faith, the defense thereohiith counsel satisfactory to O\\11er; provided, however, that 0\\11er shall have tile right, at its option, to be represented by advisory counsel ofits oWn selection and at its own expense~ Iii. the event offilihlTe by the Contractor to nilly perform, in accordance with this Subparagraph 15.12, Owner, at its option, and ,vithout relieving Contractor of its obligations hereunder, may so perform, but all costs and expenses so incurred by Owner itt that event shall be reimbursed by Contractor, together with interest on the same from the date any Stich expense was pai.d by Owner until reiJnb\lrsedby Contractor, at the highest applicable .Iawfid rate of interest § 3.18.3 In the event there are any JegallimitatiOlls nO\\' or hereafter in effect that may affect the validity or enforceability of the indemnification obligations set forth in this Agreement sucbleglll limitations are hereby made a part ofsuch indemnification obligations by reterenceand shan operate to amend the Agreement to the minimum extent necessalY to bring the applicable provisions into conformity \"ith the requirements ofsllch IimitatiOlls,and lis so 1110dified,theindemnification obligations shall continue in filII force and effect.·

Additions and Deletions Report for AlA Document MOl'" - 2007. Copyrighl@ 1911, 1915,1918, 1925, 11137, 1951, 195$,1961, 1963, 191$1$, W;0•. 111711, 1987, 1997 and 2007 by The American InstiMe or Archilei:l~, .A11 Jights' reserVed, WARNING: This AlAf) Documenti!; Rnite~ted by U.8.. Copyright lawand 2 Intematloflal tre;Jlles. Un:jut!Jorlzed reprOllllctlpn or dlslril:llltlon otJ!llsAll\~ Docqinenl, (li"ny pilrtJ:onof It, may·resuilin severe clvlfand crimlna.1 penalties, and villl'be pros~uled to the maxlmumexteiltposslble imderlhe·Jaw. This d<;lCllmeritwllsprodu~ by AlA l;ofIVlar~ aI16:38;42 on 0~/18/2Q12 tinder Order No;3477160119_1 which expires on O~/17/20.13, arid Is ilotfot'igsale. .

User Notes: (15008~9d.7t' § 3.18.4 All indemnification obI igatibns set forth herein sluiIL survive the terminalioil of this Agreement regardless of 'lhe reason, for termination.

PAGl;18 §4.2.3 On tile basis of the $ite visits, the Architect.\vill keep the Owner reasQnablyinf()riltedilbpul the pnigress ljnd quality ofthe portion ofthe Work completed, andrepQrt to the Owrier (I) known deyia:tions from Ihe COlltract D9Cl,lfoenls aod from themQsfrecent c;o,tstrllctioll s~hedlde submitted by the Contractor, and (2) defects aud 4eficieticies qbserved in theWork. The Architect will nat be respeHsible fer theCaRtraetar's fuihlre te p~ferm the ',J/ark in aeeerda,F1ee with the FeEIlliremellts aftheCenlraet Deellffil!nts. The Mehiteet."fill net have control over or charge ofand will not be respollsible for acts or ontissions of the Contractor, Subcontractors, or their l\gents or employees, Or any other persons or entities performing portions ofthe Work.

PAGE 23 § 8.2.4 Ownershallllot be liable to Contractor in any manner whatsoever for any delay from causes beyond Owner's sole and exclusive control. No payment or compensation ofanykind shall be due to theContractorfor damages ofany kind arising from aliy delay by Owner or others in the cOlllmencement. progress or comPletion ofthe Work. IIff Contractor is delayed in tlie performance ofthe Work by any aCt or delay ciuiSed by the Owner. Architect. or by Owner's other contractors performing work o(services excluded under 5.2A, the SlIbstantial COillpletion Date shall be eXtended by the nUlnber ofdays associated with such delay.

PAGE 26 JfSubject to the provisions ofSection 9.5.1, if the Architect does not issue a Certificate for Payment, through no fault Qfthe Contractor, within seven days after receiptoftheContractor's Application for Payment, oriftlte (}wne;:r does not pay the Contractor within seven days:after the;: dattl established in theContrac::t Docl,lluenls the amouittcertified QY the Architect or awarded by binding dispute resolution, thell the COlltractor may, upon s~ven addit.ional days' ,vritt~n notice to the Owner and Architect, stop the Worl< until payment pfthe amount owing has been receiVed. The Contract Time shaH b¢ exten4edappropriately and the Contrli<,:t SUIlt shall be increased by thelilllotmtofthe Contractor's reasQnable co~ts of shut.do\VI1, <\e1ay aildstart-up, plus interest as provided for in the Contract Documents.

PAGE 28 § 10.2.5 The CQntractor shall promptly reinedy damage and lOllS (othc;:r than damage;: or loss insured under property insllranctlreqllired by'the CQntract Documents) to property referred to in Sections 10.2, I,2 and 10.2.1.3 caused in whole Qf in part by the Conti'actor, a SubcOIllraCtor, a Slib-subcolltractor, or anyone directly or indirectlyelllploye4 by any oftheiii, or by anyone for whose acts theymay be liable and for whichthe Contractor.isJ'esponsible under Sections 10.2.1.2 and 10.2.1.3, except damage or loss attriblltable to ~neglect or omissions Qfthe Owner or Architect Cir anyone directly or indirectly employed by either of them, or by ill'ly(li1e fcjr whose acts either of them may be liable, and not attribuial'lle to tbe;: fault (II' negligence of the Contractor, The foregoing obligations ofthe ContraC.lor are in addition to the Contractor's oJjligations onder Section 3.18.

§ 10.2.8 INJURY OR DAMAGE JO PERSON OR PROPERTY Ifeitherpl!f1Y siifIeffi iRjUr.y ~ dil/Hilge Ie persall ;;lrptepetly beeause.ataR Bel ElF eliiissiaa anile allier Piffi)', at ef ethers fer \'.4iese ael$,suehpafty is legallyfes~eflsible,· ....riHeii aetiee afstiehinjury ar damage, '.'.41etber ar i1etillsHFed, $hil(J be gh"l:1n talbe Eilher~ilrty'o'fithiR8 \'easeaahle time netelieeeding 21 d~ a~er di!;elWery. TheBetieesbal! jH'lWi6e stiffieient detail la enaBle (he ether party te ia·..estigate the;nlat!eF.

PAGE 31 Additions arid DeletlcinsReport for AlA Doc!l'riIe"t~Q11U'- 2007. ¢opyrighl@1911,1915,1918. 192$, 1937,19?1, 195(1,1961,1963, 1966,1970, 1976; 1987, 1997 and200t~y T/JeAmerit;an Institule of Archliecis, AJl.rlghl$ reselVe~.V'iARNING: tilTs AJA* DQcuiileiit Is protectild byU~S. Copyrlliht[;wiand 3 11!1~rl1l1.l!otlal Treatl~,V!1authorlzed reprM4Gtii:11l9JdlstributkmofthlS AIA&Oocumem.cr an~ portion oHt, maYresultin severe .!llvllanJf'Crimln~1 penaIUes',arlll Wilt be prOS91luted to the maxhi'lUiil e,xlent Posllibleu/ldef th!! !;iw. This dgcuffil1nl v/as'PJotIuclld by AlA sollY/ilreaI16:~8:"2 on 05l1~2012 uriderOrder No~3477160HltJ whiche1'Pires 0(105/17/2013, and is nOlfor resale. ' ... , , User N o t l ! s : · . (15Q0659475)

TR-:'00278 § 11.3.1.3 If the flFOj3t!i't)' ii'ls,~..tl!leefe~Hlii'~ ~edl\etible~, till:! OWBer. shall payeests Het eovereEl.lJeetlHseefsHeh dedHGtiblt!5. .

DELETED

TIle Ownt!r,at (he O\VI1er's option, may purchase and maintain such insurance as will insure the:Owueragainst loss of use ofthe Owner's property due to fire or other hazar~, hQwever c.al!sed. The Owner waives all rights afaetioll agai'nst tlle.C6tl:traeterfor IllSS l'ifHse oft-be O'i'lller's pr()flerty, melHeling eaflseEJ\i~I}tiallosses ~eto fiFe er ether hatards hewe'rereallsed.

PAGE 32 The Contractor shall promptly correct Work rejeCted !>y the j'.:ehit~et Architect, or Owner, or failingtocoufoOIl to the requireinents of the Contract I)ocllments, whether discovered before j)r after Substwltial CompletiQu and whether or not fabricated, installed or completed. Costs ofcorrectiIlgsuch rejected Work, includingadditionlll testing and inSIJections, the cost ofuncovering and replacement, alld compensation for the Architect's services and expenses made necessary thereby, shall be at the Contractor's expense.

C)

Additions and Deletlons Report for AlA Doc:umentA201 lU - 2007. copyrigl)i<Cl1911, 191~. 1918, '1925. 1~37, 1951. 1958, '1961, 1963, 19~6, 197(). W7c!l.

1987, 1997 and:20()71iy The Anie'rican Inslilillil Of ArChilecl$. All ri~hls reservlid. WARNING:TNs AlA.<!J Dqc\linent Is Pl'9tected by U.S.,CoPYrl9hJL~w~!1d 4 Int~matlona! Ti"el!t~s.1)t1"\I.lhl')l"I~~ rep~~ducllpn or 1l.lstr'lbl!llpn of!hl$ A!A~ QOC:lJm!!nt, or,anyportliln of It. may resulHnsavere C;lvll and crlmlfial pehalties; lihitwlll',ije pr~sei:lited touie mliXlinum extent possible underthalaw. Thlsgocum~ntVial; WodUClld by AlA sqflWa$l!i16:38:42 onO~!W2012 'ulld!!r Or(ler No!3477160119_1 \Omlch elcPii"e's oil 05/17/2lit3; and Is nol lor resale.

User Nol(;!'s; ...

CertificationtJf Docum~nt's Authenticity AIA@ Document D401 TIoI -2003 I, David L. 'Morgan, hereby certify, lothe ~t ofmy knClwl¢dge, infoi:lUaliClll and belieI,that I created the attached final document simultaneously with its iis!!ociatedAdditi,ollnnd I)eletiotls Report lind this certification at 16:3,8:42 on 05/t8/20 12 under Order No. 3477169 Il~U from AlA {:::(>rttract Documents software and that in preparing the at!ache,d final doctJntent I made no changes to the original text of AIA'Ri Document A201™ -2007, Generill GontlitiQns c)fthe COJitract (Qf Construction, as published by theAIAin its software, other than those, additi Cll1s and deletions shown in the associated AdditiOlis8nd Deletions RepQrt.

(Signed)

(rille)

(Da/ed)

C)

AlA Document D401 TU - 200a. Copyright@ 1992 a,nd200a by The AmeriClln Insytlllellf Architects. Ail dghts reserved. WARNING: This AIAf> Document Is pi'Cltectl1d \ly U.S. qopyrlght L;lW andln!ematlonaITre;lUes. OnauthoriZedi'eprailucUonor dlslrlilliUonofthhiAlA"'OOc\lmenl,of al1Y P9:lt!ol1 of lt, may 1 fl1sul!ln llev8TlI civil and, crbnlnal Penaltles, arid wlll be prosecuted to the maximum lIxteni 110.$$1,1118 \lrider the law.This,d~u,R1e/rt wl!s prod\l~' t,lyl.llA softwaril at' 16':a8:42 on,05/18120'12urider Order Nq.3:47716011$;.1which "J!lIirel' on OS/17i201a. a,Rd is nQl' r()r rl;l~ale.

Usei' NQtes: (15008 I'OA'" ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 18 SBS-TR-BAR SITE MEETING MINUTES Dave Morgan From: Kyle Kieke Sent: Tuesday, January 22, 2013 10:07 PM To: Steve Schiffman; Dave Morgan; Tom Pittman ([email protected]) Cc: Jack Green; Bill Leonard Subject: meeting notes - site meeting with Rod Lewis Attachments: Site Meeting with Rod Lewis_22 Jan 13.xlsx

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

Select Building Systems

Los Cerritos Hanger 1378 Site Meetin Meeting: IV 30 Minutes Date: 22 Jan 13 Time: 4:00-4:30 Location: Jobsite Prepared by: Kyle Kieke

Time: TBD Time: TBD Location: TBD

[email protected] 83Q~_81i::92f:iZ_ [email protected]

17 Scenic Loop Rd, Boerne, TX 78006 Select Building Systems

17 Scenic Loop Rd, Boerne, TX 78006 Select Building Systems

BgclJ~vvi~isc(:Jn_~icl~rjDg. ~lirrlifli3tjflgtl!~~)(i~t:iflggffiC:~~Ri3c:~JO~i3C:C:~rrlIllQclate Ei!<:ri3ft,~9D~icl~rjflg_i3<:f<:fjflggffLc~J9_~&e!iQr oLQ!JiIclLng____ gg<:fJS!vvi~~vv9UlclJLk~t9~)(R!()r~i3clcliflg~lJ~clro()Ill?~vvith_i3cljQilJiDgJ2.i3thr 0 9IllJllllllezZi3l1 i ne()'I.~L~)(i~tingJ)eQrJlQ.Ill ~ ~ ~ gQclJS!_vvj~vv()lJLcllil<~J<Lacl<:f9~flllJ~xlstLng_~itc:h~flLI1'1Q.'{~refri<:f9S!ri3t9r~vvi3~her LQry~J()c:atiQ.fl, move wa~t1~l.<:fry~rlQ?t9J:.i3gs!"!Q()m____ _ R Lewis will ossibl re uir outlets at sho kitchen office area

hese minutes reflect the writer's understanding of the issues discussed. These minutes shall become a Rart of the Rroject record. Any corrections or errors are to be reRorted to the writer as soon as Rossible for issuance of corrected minutes.

17 Scenic Loop Rd, Boerne, TX 78006 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT A EXHmIT 19A SBS DAILY FIELD REPORT DTD 12/18/2012 SBS' COISTRUtTlON DAILY PlEIJ) RBPOR'I' PROJECT NAME: 1AsCen1tlrs~ SBS PRQJECTNO. 1318 ARClDTBCT PROJECT NO. DAlLYR!PORrND. •. I 20 DAY: . Tuesdqy DATB:--- ." ~1Z7.i8IZo12 CONTRACl' DAYS RBMAININ&DAYS ... mil .. - ..__. -_ ......WEATHER _. - ..... _... ....-:- , mo-· ._...... . PM- ISVNNY Ix SONNY X CLOUDY CLOUDY RAJN--- .... -. ., .. , ..... -- .. • ~'.- 'RAlN-- . - - _ • .. ....:A •

TEMP LOW 411 1l" TEMP LOW f" TEMP HIGH F' TBMPIIIGH EM po . WORKFORCE ClASSIJllCATJON MEN HOURS DESCRIPTION PROJECTIrIANAGIR 0 0 SUPIIRlN'I7JNDBNT 0 0 SMS 5 9 CllJlala roOiinoRnsUlmton Robmso~ Electric 0 11 lAc" ConcrBIe 0 0 r-.sera- PJumblm1 0 0 IConlDtlIn HVAC 0 Cl Gallery otSlDnes 5 B CMUwall (J(1flSt/'rJCttot1

EQUIPMENT DESCRIP110N NtlMIIliR DESCRIPTION NUMBER l/Qomlfft_ J. SC/$sor 11ft. 1 ISkvtnak 1 lifII~r 1 JNSPBCTJONS ITESTINGI VISITORS IBJ1J £eonanl- SlrIS·. villt fXJ t1rsDertwork CIII/l tiToo alflJlI1YJ:wrIre

WDRKDBSCRlPTJON SUMMARY ContiRw QiUwall ctmltl'Uctiolt 10/l101cr roollMllnsulallon co~

SUBCONTRACTORPBRSONNBJ. ON sm

10f2 TR310097 NolbsrtrJ Ga1am:I. GQ",lY ojStonIJ$ Luis Fuentes· SMS 1i~ /lsqrtJve1· Gtlll!t7ofStDnt!I julio BIIl']1QgQ .$MS Ole Romo - GolJeIJ' oj"Stoftes Bel» Rodr1Jlrle1:- Gczlle1'11 ofStxnres ~ GoJana ·GallelYo!Stones Martin Rom-SMS L1lailmdlv l1Qltlovirto -SMS Fidel MoJJtr.urves· SMS .. .__ .... --. ..... .,.._ •..VEIflCLIiS.QN.5I'fl-_..

SMS-39XNN7 160LFV9 -Superlntmdant OSCSR6- f.ialMyofStones I I SUPERINT.IlNDBWT I 8pIeKlekf/ IDATE: ..• I lZ/J.8!Z012

()

2of2 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT B EXHmIT19B SBS DAILY FIELD REPORT DTD 12/1912012 SBS COIISTRUtTlON DAILY FIELD REPORT lPRolECl'lWIEt lAB CerrfIoS fItmRer' SRS PROJECT NO. 1.378 •PROJEQ' NP~ DAJLYlUlPOR'r.NO. 21 DAY: . . W~ DATE: . (12j19jZOlZ CONTRACT-DAYS I RBMAINING DAYS -.

WEATHER 'l'IMe- . -. -AM. .. TIME· .- PM It •__ ._--- I~- ----- .- - mNJ1V - a.OUDY X CLOUDY RAIN RAIN TEMP LOW liZ pi' TEMP LOW F' . TBMPHJGH F· TEMP HIGH 80 r WORKFORCE CLASSlflCA'I10N MEN !HOURS DBSCRIPTION PROTHt:rMANAGl/R 1 4 Sitevisit IsuPERfNi'ENDENT 1 9 'sMa 5 9 Sst crack for mQfll hQ1lJlfll" dom. ril1Jle CfJD ~nBlMtrk Z 8 hrstufl ctmdrdt ceCtmcra D D TIXlU SItU' Plam"N D 0 Conunon WAC 0 0 GiJIlBrYofStunt/8 S 8 CNU,,"" constnletton

BQUIPMENT DBSCRlPTlON NUMBIi'R DBSCRIPTION NUMBER Boomllk 1 Sr:Issor lilt Z :rmm.t J Ge/letatOr 1 INSPEC110NS IT85TING/VISITOBS izck (;rem- SBS· Sftevflft

WORK DiSCRJPTJON SOMMA1lY Ctmtinlle CMU waJJ Q1nstruC£fon al10n complet:8 ~,.WfI11et1Jrll rJoolTset ~ r,atMd \wi nlrrsttJ1ltltlon oimtlln 1umrlertJlors Igl PI awriulad condulf: lnstullcmm

SUBt:ONTRAtTOJlPmsoNNEL ON SITE

1of2 NolbBI'ttJ Galarza' Ga11eJJl o/Stones LlIis Fuentes -S/tl9 'ffUJ/o EstlUlvel· GaUSD' ojStanf!$ Julio BarrfQga ·SMS '(JStJ Ramo· Ga11sD'oIStones Beta Rodrlauq· Gallely of$tolles 'aime flabrza· GailelVolStones :Jerrod Roberfron· REI MQlt/n RtJjQs·SMS Rtt:hard Bet811rolT-REI Ale1turdrD8a1tlDvino' SMS .- _.

NdelMI1ltttZtweI- 5US - . .•VEHlCLEl.QN.SlrE .-- -.- SMS·/J9XNN7 SBS·(j(JLFV9 RBl·AKD540? BBl·AF79759 05CSR6 - Ga11elyo/Swnes Lt11lIbConstrualon-1OLPL7 J SUPERINTENDENT I KtleKieke lDATE: I 12/l.9/Z012

2of2 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT C ~ ..

EXHIBIT 19C SBS DAILY FIELD REPORT DTD 12/20/2012 ..

I I SBS C:ONSTRUCI1OH DAltYFJEU) REPORT ~NAMEI 1M Cet'rlttisl1lml1.er SBSPIIDJECT NO. 1378 AR ,..aOJECT NO..·•· .. a •• '

DAJJ,Y~IIB2ORT. NO. 22.· ,. DAY, ., . 'rrrursdqy ·DATIl--~112PD/Z01Z- , .- CO :.DAU,.____ •..• -1 RBMAJNJNGDAYS •.•.•_....:... ~._.: ~:. ........ ... - .. 't\¥-:__.:',. ..

WEATHBR - - - . ,. . .. TIME .. .. .. ·PM,· .. SUNNY X HtRhwtnd SUNNY X ..

CLoUD . . .. .. CLOUDY.. ... ........ . .

ItAIS " .. , RAIN . ..

TEMPI W 4D po TEMP LOW F' ..

TBMPI ~H po TEMPBIGH 59 11" WORKFORCE CATION MEN HOURS DESQUPTION P- OM D 0 SUP. '//NT .2 9 SMS I 5 9 t:ontimltl II_tlrdoortnsmH Ra 'ectrfc 2 8 1nIto11 conduft ~.

0 D T8llrU ..... nL binD 0 0 :4C 0 0 !Ga1lttrY'oJ 'times 5 8 CMUwall constnu:tlon PSI Test I. ~ .2 2 CMUmolttJr'-lt : i :

, EQUIPMENT ION NUMBER . DBSCRIPTION NUMB.BR.

BoomlUt 1 .2 S.orlilt 2 ~ :z GtlIlIlr'lItOI' .2 INSPECI1ONS'ITBSTING/VlSlTORS PSI t8stSIDl' Pled mortar mix / CMl1 block

, WORKDESQdP'I'ION SDMMARY ContinueCJ IIWIl11construction Con&#nutlhG _doorinsta/laJ;foR Continue 0111 Itead liD1JtlDJl conduIttnswllatlon· slu1u1d c:om»ldB llJ' COB QmI01TOW lAddtttonalt; WbIockt1l1lvered to4tw

: $UBCONTRACfORPBRsoNNBL ON SJTB I i . i 1of2 TR I NolbD1 Galar%a • GI111erv ofStfmes LrtisFul11ltes·SMS HUIlolll hdveJ· GaI1etYoI'Stones 1u1ID Banfl1lJa· SMS oseRo D' GaUeryO(SflDna BefD RodrlJmer:- bflllIITIf wStones 11alme~ !arm. Ga11etY of5r:ones Wrod Robertson - REI Martin ~u...ws ... .- ... _-. _...... .. RIchard.Et:terho/f.~REI ..... ... ... ~ .. ....... "' .. . ~eJan~ Baldwlno ·SMS Carlos Remanda· PSI TestLIIbI Rdel Ma!hrmves·SMS - II SMS-39kNN7 --' -_ ....... .. VEHfCLES..ON SITB..•. '.

SBS·60LFV9 .,

R81-Ad640i REI·AF19759 A£938'uW.6al1ew ofsiDnes 05CSR6 ~~1Ier.Y ofSt1J1IIIS I SUP lINT I ~eRlel!e IDATE: I 12/20/2012 I ~ , , I

!I ,

: . ~

i i I

: !,

i :

I

i I .

2of2 I I ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT D EXHmIT19D SBS·DAILY FIELD REPORT DTD 1/2/2013 SB5 CONSTRucrJON DAlLV PlBLD REPORT PROJECT HAMI: 1M cCl7'hD8litmJJer SBS PROJECT NO. Ins ARCRITBCT PROIICT NO. DAILY REPORT NO. I u DAV; Iw~ DATE: 11/1/20J3 CONTRACT DAYS I ReMAINING DAVS WEATHER TIME AM TIME PM SUNNY SUNNY CLOUDY Jt a.oVDY x RAIN RAIN TEMP LOW 39 po TEMP LOW F" ITDIPHJGH po TEMP HIGH Sf po WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PRO}l1CTMANAGER () 0 :SUPERINTENDENT 1 8 SMS 0 It Robertlon IiIet:trk I B InMoN tXJrnluit .4"C~ (J 0 rarn Star PlumIJifID 0 0 Compttm RVAC 0 0 GltlhrYofsro- f 8 QlUwallClOlluruccfon

) 80UIPMBNT Boom/lit DBSCR1PTION NUMBER , DESQUPnON sarwlflt NUMBBR , ~tnIk 1 ~

INSPECTIONS I TESTINGI VlSJTORS 'I'oIlt Pfttmoa • ulllll Bnmw· .,'- viIit ItIHthltI with KP1e

WORK DJISCRIPTION SUMMARV PuIJ win lot- DlIeI'Ilrad ",,1lti1lD conduit ImmaII COIIduft drflIIs IIIl' tJtIfIDlIlIW wa !conttnuc CMUwall tXJllICrlIc:Cicm

: .

SUBCONTRACTOR. PBRSONNBL ON SITE

1012 sas 1558 NlI1bmo (;altmKl·GallfIY ofSfon.. lua" Bast'rID •GoJIer;, td'Stlmu '10- Romo· GrllleIIIofSbmes B,to ~lIt1Z· GoI1elYtl/Sto",.

Rtc1l«rd 1kt.fJJ'JwI1.1loIMtuo" EIIctrk

VEHlCLBSON SlTI !tSS o GOLFIIt RBI·Am'!$') ASJ16;g. GaJlfI1...lJfSt1Jn« OSCSR6 • 6aller,v ofSton..

I. SUPBRINTENDBNT I I{JleKitIte IOATE: I 11212013

SBS 1559 ~. 20f2 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT ( \

EXHffiIT 19E SBS DAILY FIELD REPORT DTD 1/3/2013 SBS COJfSTRUCTION DAILY-FIELD REPOR.T PROJECT NAME': Los Cel'l'lt.o6llt1nDfII" SBSPROjECfNO. 1318 UCHITECl' PROJECT NO. DAIfA"'REPORT.'NO: .. . 25 DAY: 71lllmlqy DAT& "-~'1~)20t3 ., . £ONTBACf DAYS RBMAINING DAYS WEATHER 'I'lMB AM . .. - - -TIME .-._- PM--··· ISlJNN1' -. ..... .. 1- .~

...

SUNNY aOUDY'" ·x - . ....... ctOUDV X RAIN TDfP£OW J{ 40 ,. snow llurrIes RAIN TEMP LOW po TBMPHIGH F' TEMPWGH SO po WORKFOKCB CLASSIFICATION MIN BOURS DJiSCRlPTION piiim«:r MANAGEB (J 0 !sUPIlRlNTEND1lN1' 1 5 SItS Q 0 Roberaon I1lec:tr/c 1 B Install COIIduit AceConcmr 0 (/ 2mtsSltl1' Plumbl1ll 0 0 CommunHVAC tJ (J CaJIIR'11tJ1Stones 6 8 CllUwoU COJUtruaioP/

EQUIPMENT DESCRIPTION NOMIliR DBSCRIPTJON .NUMBER Boom-1m:· 1 Sc:iIsGr HIt Z S/Mrak 1 GmIerator 1 INSPECTIONS J 'l'BSTlNGI VISITORS /fB:k &n\m.SBS- 5fta vh1t

WOBKDISCRIPTION SUMMARY PuDwfrtJibr overMrdlitlhtinll CI1Rduft 1nsto1l CDlltlJrltdrGmIiIr wa~liflhtimJ- Contin", CMUwallQlJI.Struaion 'SI1NIl crew wltl retum D1I 07 fan

- \ SUBCOl'l'J'BACTORPERSONNBL ON SITE

1of2 TlLOO105 Nolberto CakJrItl- CaflerY d'$tcnes 11uan 8as/ITto - till1lifIY D/Stonu l'Ote Ramo -GrJ1IN.yDfStII1IJII B,to llatb14ua· Galleryofsrrm.

Rit:1rarrI lkt1Ir1IDfF· Roberlson 8JtI&trlc Rlctudo £o1lU· Ga1leJy ofSPzJnes

$BS·60LFV9 .. ....... _.- -_VEHlCL£S.OJlLSIT£. - ------ -----...- -- ... - REr-AF191S9 AS37679- GaJItIl70fStxmu OSCSR6- GaJler.JI ojStontlS I SUPBRlNTBNDBNT , KJfe Kflflat • IDATE: I 1/3/2013

2of2 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT F EXHIBIT 19F SBS DAILY FIELD REPORT DTD 1/4/2013 SBS COIlS'flWCTION DAll.Y PlBI.D REPORT PROmcrWAME: 1M Cen1IllS1ltmRer OSPBOIIlCTNo. 1378 ARCIIlTECfPROJECT NO. OA1I'3.IU3PJm~o." 26 DAY.L..... . FrltfoJl .Q,ATIl: __ •• 1114/2013 .

CONTBACf DAYS ... JO r REMAlRING DAYS .. , WEATHER TIME AM TIME PM ~ SUNNY a.oUOy X CLOUDY X RAIN X RAIN TBMPLOW 4iI po TEMP LOW po TEMPHIGJl po TEMP HIGH 45 po WORKFORCE CLASSIfIe:.tTlON MEN lHOORS DESCRIP'f(ON PROITK:rMANAGBR 0 0 SUPBRINTENDENT .I 6 'MS 0 0 oberc:rtm B1KtriC .I 5 InstJall c:rmdult larConcretlll 0 0 T8llll8 Sfw Plumb/ltll () 0 CompmnWAC 0 0 (;(J1/eJ11 olSfont!8 0 0 DABSPalnt 1 .I

EQUIPMENT DESCRJPTJON NIJMB.BR DBSCRIPTION NUMBBR.

Boom/ill; .I $d1sDT1JIt Z S1gIIraIc .I GtnfltGtur .I INSP!CTIONS ITESfINGI VISITORS PSI- retrl_llanml~ Alhs/CNUblodcllCllllDItt DtmIIhian Ro!so • DABSPrl/nt-srr.lIfsit

WOlUCDESCRIPTIOH SUMMARY Pull wirefor owrllsad 1tI1btrnt1 condulf 1nsftIl1 c:IlIUiult mWWflliiQdtlitJhttng CMUblor:kralnedout Siie111rewwm mum 1I11 fJ71an

SUBOONTRACl'ORPERSONNBL ON SITE

1012 Rtc1larll lJct;erhaff· REI Doll Rosso • DABSPai1lt Brian Rorso - DI4Ili Paint

... .. -_ ....----- .. -- - . . -WHla.ES.ON.SJTB-.-.. · ---_.•. _- - - _.• '" _ _• SBS - 60lJlV9 DABSPaint- BS56109 REl-Af119159 AS31619-GaiiBivofStxmes 05CSR6· GaJI6l'7o/Stor/e:; r SUPBRINTENDENT I trrlll KlBks lDAm: I 1/4/1900

20f2 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT G EXHIBIT19G SBS DAILY FIELD REPORT DTD 1/7/2013 SBS CONSTRUCTION DAILY FlBI.D REPORT ~ROJECI NAMS: I.ost:BrriIt1s!1tJl1ger SBSPRO BCtNO. 1318 cr PROlBCTNO. ~l:.ft.ljPQIl:J:NO .......- 27 . PAY.~ - _. /ofondtrl .DATB:-.. --I1/7/Z0J3 CONTRACtDAVS RBMAINING DAYS WEATHER TIME SUNNY ... .. .

X AM .. --- -- -TIMB- .

SUNNY - PM----..

CLOUDY- CLOUDY 1{ RAIN RAIN TEMPWW 4Z po TBMPLOW pD TEMPHiGU po TEMPmGH S9 po WORKFORCE CLASSIPICATION MIN HOURS DESCRIPTION PROJECTMANAGER 0 0 I$UPBRlNTBNDBN'l 1 :l SMS 0 0 RoberIIon I1lIlctrlc 1 8 lrntt1Jl conduit \4ce Concnrtlr 0 0 TextJS srru P1vlIIJJlnJI 0 0 ColflDCUnHVAC 0 0 Gall«r:YofStonu (J 0 1MBsPrJint 0 0

EQUIPMENT DBSCRIP'l'ION NUMBER DJlSCRlPTION NUMBBR.

Boom lift J Scluor~ 2 SkYtrak I tienmJtDr J ,a ••• INSPEcrIONSITBSrINGI VISITORS .

WORKDESCRIPTION SUMMARY Pull wi~ In6tttlI w/rfpJ/or ovarlI,ad lfghtJfxtllTcs ~t dlflvl1lY fbrinf;erfor D0d8

SUBCONfRACTOR PIlR.SONNEL ON 5lTE

1of2 TR-00108 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT H EXHIBIT 19H SBS DAILY FIELD REPORT DTD 1/8/2013 SBS CONSTRUCTION DAILYFIELD REPORT PROJECT HAMIl LoB Cerrtto8 NIlMel' SBS PROJICI' NO. 13'18 .ARCiilTEtTPROJECT NO. DAILY REPORT NO. .. 28 nAY=..7::'·' - InrUdav DATE: -'''::•. Il/BP0.f3 CONTRACT·PAYS REMAINING DAYS WEATIIER TIME AM ---"I'IM£- - - .- - PM- -- ISUNlIft.. '. SUNNY CLOUDY X a.ovDY X RAIN X RAIN X 1'BMPLOW 4B po TEMl'LOW po rFBMPBIGB JIO TBMPHIGH SS po WORKFORCE CLASSIFICATION MEN HOURS DESCRQITJON !PROJECTMANAGER (J 0 SUP11RIN'l'BNDINT .% ., SMS 0 0 Robertson BlectriC .% 8 lnJta11 condrJ.(t Ace G"ORCl'Btlr 0 0 Texas 5rtJr PlumIJiM 0 0 COJmJ£lll2RVAC 0 0 CaJ~o.fSttmes 3 8 hutCMUwaJlcel1s DABSPoint 0 0

EQUJPMBNT DliSClUPTJON NUMBBR D.IlS£RJPTION NUMBER Boom lift 1 SciIIorM 2 SAYtrak .% tierIerrlIur .%

D1SPECTIONS ITBmNGI VISITORS

WOltKDBSCRJPT(ON SUMMARY AddltlrJnQI slllld drllvmJd Ibr CMrf wvllCtJ1/StTuctIon 'IIser1JJfdw1dpsfor~lI6htl'l:tt1:lml1

SUBCONrRACTORPERSONNEL ON STE

10f2 .---- RkharrJEet8rlI.off·REI ~O$. Romo - Gf1l1,rvofStonu

VEHICLES ON SITE SBS-6flLm REl-,AF19759 OSCSR6· GalIfJO'0jSto/te$ I SUPERlNTBNDBNT I /(yl,Klek8 JDATE: I 1/8/2013

20'2 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 1 EXHmlT 191 SBS DAILY FIELD REPORT DTD 1/15/2013 .~ 8BS CONSTRUcnON DAILY FlBLD RBPORT PROJECT NAME: £OS Cerrltos HtlNlflr S8S PROJBCTNO, 1318 ARCHlT8CT PROJECT NO. DAILY REPORT NO. I 33 DAY: /1'IIe.sdq,Io DATE: fl/!S/ZOt3 CONTRACI' DAYS I REMAINING DAYS WEATHER TlMB AM TIME PM SUNNY SUNNY X CLOUDY X CLOUDY RAIN RAIN TEMP LOW 3'1 po TEMP LOW po TBMPHIGH po TEMPH.'H 58 po WORKFORCE a.ASSlPlCATION MEN KOURS DESCRIPTION PRO/BCTNANA6ER 0 0 IsUPBRINTENDENT 1 8 :SMS .. 5 SfruetllrGl RD",,"oll B1«#(c D D AClr ConmlClf 0 0 '&YD, SttIrJllNmbinR 0 0 Comllltm WAC 0 0 Go1lfr.yo/"StJo_ 5 8 CMV woll lIOII5tIIICtfo" DAI1f PtIirIt D 0

BQUIPMBNT DESCRIPTION NUMBBR DBSCRIPnON NUMBER 'I Scir#JT 11ft 2 'SiMnIk 1 Gttr,mtor 1 INSPIC'I1ONS I TBS'l1NGI VISITORS Bob Ctl'mllllJm. cas BllleI'DrlM ·lirwl1llit mid fIem1cot WQtkthnlllMl Richord· CIS linter.,.",· ,itt l'ilit and6learkalllNlllt thrIluDh

WORK DESCRlP'l1ON SUMMARY W(gnpurlfn JtnrJl,S Chd structual IJDIttiDhtMn ,1cvD_ CMU wall c:oIIItI'IIctiOIl Norrll

SUBCONTRACrOR PERSONNEL ON mE

10f2 SBS 1574 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT J EXHIBITJ SBS DAILY FIELD REPORT DTD 1/21/2013 SBS CONSTRUCTION DAILY FlU REPORT PROJECT NAMEI IAlI cerrllllSlItI_ SBS PROJECT NO. 1318 IARCHITBCT PROJECT NO. DAILY REPORT NO. I 33 DAY: 114011dcw DATIl 11jZl/20t3 CONTRACT DAYS llllMAlNJNG DAYS WEATHER TlMB AM TIMB PM SUNNY ~ SUNNY X CLOUDY CLOUDY RAIN TBMPLOW 4B ,. RAIN TEMP LOW po TBMPHIGH po TBMPHIGH 6'1 po WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PRO/BCTMMW;'R 0 0 SUPIlRJNTENDBNT 1 7 ISMS 0 0 Rob.rtIOlI Bf«trk 0 0 IAcf CoIlCTl!le 0 0 Tau Strlr 1'IumbInJI (J 0 CoJrlllloll WAC 0 0 StoIl«S 'I BCMUwoll~ IM1IS PtIlllt 0 0 C.S1fl/Illrpr1# 4 11 ,."" ftJml1larlzotIM

BQUlPMBNT DESCRIPTION NUMBER DESCRIPTION NUMBIiR Boomll/t 1 SCluerlilt 2 $bmrk I G«n8l'llror t INSPIlCrlONS J TBmNGI VISITORS

WORK DIlSCRIPTlON SUMMARY Contlnw CNlJlWllt~1on mwtIl / ItMIth-'mJrIoM COSl'nrlIrrIrI# woIW itJJ _In to tMmuI\In wldr~loJr-lvhlltkn:f

SUBCONTRACfOR PBRSONNBL ON SITE

1012 sas 1584 ~DIIt 0rtiM • GoJIqrv oIStonfts R1dltm1 Cantu· as 6lJr.rprtre Itose Mendola· Gdltry ofSIDIItIS Andrew1)10.· CS EnterI/I'IIe Franc/ltD Escobar' GIlI'- tJfStDnM IRa.. Gumwo· cs B!ltAt'IIriIe 110- Romo' tiafllffYofStona CIIrG Wilson • CS ....... ~."'.. iRiazrdo l.4DG. Gollerv afSrDnG /Om Sandin • Galllrv ofSttJMs 1JuD',lI#surt1D - tiaIlIry ofStontil VEHICLES ONSITE GDllelyolStvnll ·05CSR6 cs 6IIbIrprI... CAlif'" tiallrrytJ/SttmeI·88'NBP CS ERterprtu • .4Z01815 GIl, ·CllJ0839 I SUPlUUNTHNDENT I IfyIrHI. IDATH: I 1/19/Z013

...--....... 2of2 sas 1585 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT K EXHIBITK SBS DAILY FIELD REPORT DTD 1/22/2013 .~ 58S CONSTRUCTION DAILY FJELD RliPORT PROmer NAME: l.oI e-ritoBlftI_ SBS PROJECT NO. 1318 ARCHITECT PROJECT NO. DAILY RIPORTNO. I 34- DAYI ITuudqv DATE: 11jZZ120J3 CONTRACT DAYS RBMAINING DAYS WEATHER TlM1l AM TlMI PM SUNNY X SUNNY X CLOUDY CLOUDY RAIN RAIN TEMP LOW TEMP HIGH StJ po po TEMP LOW TEMP HIGH 6S ,..p. WORKFORCE CLASSIFICATION MEN HOURS DISCRIPTION 0ROlBCTMANAGER 0 0 WPIlRlNTIJNDBNT 1 9 iNS .. 8 InfM'itlrfttmthw Rt1bertson !lBeIrf, 0 0 i.4Clt CIInmtf 0 0 TlI'lCO$ SfDr PlumbhItJ 0 0 It:omm:tm HVAC 0 0 ~ 9 8CNVwrrll~ 1MBSPtllnt 0 0 '.$l!n"".",.. .. 8 Conduit inatG/lotion

BQUIPMBNT 80Gmltft DESCRIPTION , NUMBER DlSCRIPnON Sd$IOrlllt NUMBER lskYtntk 1 CtnIralQl' J INSPECnONS I TBSTINGI VISITORS Rod Lewi. - CH'lIt Tom I'Il.tm1Jn • £tw/$ BMmIP MOJI/Q1 RoIdIoI·l.Iwil EMrm Ptlm/lItO/Q"",,,· LewfI BIlmw Be ·l.ew HilmiI' CI2rIDs IIm1/111d1z •PSI-llrout rutlQlIlJIIa WORKDBSCRlPnON SUMMARY eMU,*," e1twdDn c:ollWl4lre co 20~ c:olJtlltue1OUtII.lflltltloll MiIIIt /n,.l1or 1J(W outllt IocQtklns. inIttIN CII'III1ta/Id _ to oI1ke

,.-.....,. 1of2 SSS 1586 SUBCONTRACfOR PERSONNBL ON SlTB _Ortiz· Gall,l'YotSfones RIchard Qlnrv' CS Enrmn'b, ( # Mflnd~ • GalIerYOfSto/ll$ Andrew Dia· CS EnNl'Pr/$e Frlmcfsco Bscobar· GlIl,.", ofStorts Bob QrmWlltll· CS En_rise 'loB Romo· CllIfIlY ofSID_ ~WCtmlWQth•CS I!nterDtfse Rlalrdo l.tJou· Gali,lYOfStDnn Jonothlln l/Qldovino· SMS liM SII1It"'" GtJllmtfJ/Stoner Mill"" All/lldora· CrlIJerv olStOlW llUIn Basurto· G4l1er.ll olStDneJ Mariano Ortiz· GalltrYolStDnes Martin Ro/tn· SMS wi. FIIenm·S/tfS AWandro BoIdOlllno ·SNS VeHICLES ON SITE Gt1811'YaJ Storm·OSCSR6 CS IJmerprf$ll· CA84918 ealltn10J StDn,,·8IJINBF CS ·AZ0731S Gtdle/Y(!J Stones' CIt3OIJ39 SMS·39XNN7 SUPERlNTBNDENT I 1O'/e KJe1re IDATI; I !/ZZI2013

2of2 SBS 1587 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBITL SBS DAILY FIELD REPORT DTD 1/23/2013 S8S CONSTRUCfION DAILY PlRLO REPORT PRO~NAMB: J.os Cerritos IIImtHfr SBS PROIBCT NO. 1318 ARCHITBtt PRQlBCT NO, DAILYRBPORT NO, JS DAY: Wldneldqy DATH: rz~3/ZD13 CONTRACT DAYS I UMAINING DAYS WEATHBR TIMB AM TIME PM SUNNY Ix SO"", X CLOUDY CLOUDY RAIN RAIN TEMP LOW 54 po TBMPLOW r TBMPHIGH po TIMPHIGH 72 po WORKFORCE CLASSllllCATtON MIN HOURS DISCRlPTION PROlBCTMANAGER SUPERlN'J'ENDBN'f Q 1 , isMS 4 8 IntM1orfmml1lll (} 0 _RobettIon Bl«rrie t'oIIeI'ek 0 0 Te.1roISt«r PlvmlJinlJ 0 0 ComJ*IIIlIl'AC SIlInG , 0 (J C/IItJWtlII~n IMBSPtIlnt () () C·SBn~ !l 8 Conduit IlIItaUafklll

EQUIPMENT D8SCRIPTION NUMBIR DBSCRIPTION NUMBER BDomHlt 1 ScIJStII'Ift 2 S1!YtnJIt 1 GtJNrafOJ' 1 INSPECTIONS /TESTINGIVISITORS

WORK DBSCRIPTION SUMMARY C/IIU IfCCIcW all ZO' will btr _ml,.1w COB aHrlOl'I'Ow, wm biIDIn CMU COIumHl Illsmlt ~COIIIi'wfcforwa" DI1C., al'J'craA GPUJ Wlrs hlltruct«i Iw Tom Pltl:mfln lila Dhane to CtNIrtt intrlrlor IiYImlBtl dw tOlnm2m/i

1of2 sas 1588 SUBCONTRAcroR PBRSONNBI. ON SITE 0S6 01&1.· 6allew tJlStxmu Jonorhon BaldolllllO' SMS 'lOS6 ",tndom •6Q/1IfY ofSto- Alldmv Diu· CS Entel1lNe Frtnldm 1iIaIlH1r. GtlI/mI oIllonn RichDrdOmtu· C9 ElI~ ItJIe Romo • Gallerv ofStollt$ Rlctll'do 1.DDft. Gal"ry oISto1IeS lose Sanche: • GaIIew oIStones !/uon &/sam· GaI/mJoIStimII Martin RoJQS· SMS Lull Fuentes' SMS Alejandro BtJldolllno' SMS VEHICLES ON SITE GtlIl.ry OJ :stDna· 0SCSR6 C9 Enllrrprlsf· CAW18 GtI/1e1Y1IJsames•881NBF CS Bllrerpr/#· 111.07315 GtIlIe1YOJ StonII6. DR1N113 SMS·39XNN1 SUPBRINTEHDENT I /(yIeKieke IDATI: I t/Z3/Z013

SSS 1589 2of2 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT M EXHIBITM SBS WEEKLY REPORT DTD 12/23/2012 PROJECT # 1378

* SBS Construdion PROJECT: Los Cerritos Hangar Rod Lewis. ThorIl'f1$ Pittman, Parnak P.O. 80x 780849 Charkhchl Email John Grable. Matt Martinez San Antonio, Texas 78278 DisfrIbution Steve SChiffman, Jack Green

Contract status Report for the Week Ending: 23 Dec12 Submitted By: KyleKleke Date Submitted: 26 Dec12

Contract Date: 0513112012 OrigInal Contract Amount: $1.226,074.00 Start DaCe: 0513112012 Approved Change: $0.00 Contratt nme: 173 days Cumnt Contl'llCt Amount: $1,271,208.00 EstImated Completion Date: 0212812012 Pending Changes: $72,144.00 Total Rain Days: 7 Pending Contrllet Amount: $1,271.208.00 RaIn Days This Week: 0 Additional Time Required: -0

Work Completed This Week Main hanger dOOrslfr8ck installed lnafalled 7 COUlSe8 CMU 80Ufh!West walle exterior walle thru doors set OVerhead Ilahtilla condUit 76% GomDfete Work to be ComPleted Next Week 'oslaD 7 courses eMU at north waR ComDlete main overhead Ilahtlna conduit. DUn wife seam hana/no hi-baY fixtures ProJect Issues Change Order" One was submitted on JqlY 7. 2012 etID have not received signed copy Change Order# 1\vo was submttted on OCtober 4. 2012 8tiJ1 have not rec:eJved 8kmed CODY Need status of reaulred elecl.rical easement to bealn utDltv 'WOrk Need stalus of electrical Ghsnae 8DDCOl/81 Ou.tandlng Issues Remaining RFls sent to Matt MartineZ 05 Dec. De Dec. and 13 Dec J exterior walk thru door RFI ~n( to Ph! weaver on 1~ Dec : ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT N EXHmITN SBS WEEKLY REPORT DTD 12/30/2012 PROJECTfJ 1378

* SIS Construction PROJECT: Loa Cerritos Hangar Rod l.ewIs, Thomas Pittman, Pamak P.O. Box 780849 Charkhohl Email John Grable, Matt Martl~ San Antonio, Texas 78278 Dlsbibutlon Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 30 Dec 12 Submitted By; Kyle Kielce Date Submitted: 02 Jan is

Contract Date: 05/3112012 OrigInal Contract Amount: $1,226,074.00 StaltDate: 0513112012 Approved Change: $0.00 Contract nme: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Oate: 0212812012 Pending Changes: $72,144.00 Total RaIn Days: 7 Pending Contract Amount: $1,271.208.00 Rain Days This WeeIc: 0 Addlflona'Tlrne Required: 0

Work Completed This Week Complete conduft M8 for overhead IIahtlna No eMU wOlf< commete dUe to cold weather

Work to be Completed Next Week Install 7 courses eMU at north waN beatn CMU behind structural columns ComDlete main overtlead Jiahtlna conduit DUll wire Seain hanalna ht-bav 1lxtures Project Issues Change Order # One WS$ submitted on July 7. 2012 stili have not received signed copy Chanae Order i# Two was submitted on October 4. 2012 8tIU have not received signed CODY Need status of reQuired eIeclricel easement to begin utIDtv work Need &tatUI of electrJcal chanae 8DDI'OWI1s - work contlnuina oer oriaJnal drawings

...........

Outstanding 'ssues Remaining RFls sent to Matt Martinez 05 Dec. 06 Dec and 13 Dec Exterior walk thl'll door RFl sent to PhIlID Weaver on 14 Dec ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 0 SBS WEEKLY REPORT DTD 1/6/2013 ~QRT PROJECT # 1378

* SBS Construction PROJECT: Los Cenitos Hangar Rod Lewis, Thomas Pittman. Pamak P.O. Box 780849 Charkhchl EmaU John Grable, Matt Martinez San Antonio, Texas 78278 Distribution steve SChiffman, Jack Green

Contract status Report for the Week Ending: 06 Jan 13 Submitted By: KyleKieke Date Submitted: 07 Jan 13

Contract Defe: 0513112012 OrIginal Contl'BCt Amount: $1,226,074.00 SlartDate: 0513112012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: 51,271,208.00 Eatimated c;omplellon Date: 0212812012 Pending Changes: $72.144.00 Total Rain Days: 8 Pending ContractAmounf: $1,271,208.00 Rain ~ys This Week: 1 Additional Time Required: 0

Work Completed this Week Continue conduit Insfallatlon for e Oahtina Pull Wire for all overhead circuits Additional CMU on south elevation to 11' Rain daY FrIdaY 04 Jan Work to be Completed Next Week Continue eMU wall constnJcUon lnatalllnterlor office DOd steel headers Structural flame punch Proiect issues Will address all outstandina Issues durina scheduk!cf meeting 011 07 Jan outstanding Issues WIll address all outstandina Issues durina 8Cheduled meeting on 07 Jan.

PROJECT' 1378 SBS Construdion Los Cerritos Hangar

• PROJECT: Rod Lewis, Thomas Pittman. Parnak P.O. Box 780849 Chafkhchl Email San Antonio, Texas 78278 DistribUtion John Grable, Matt Mertlnu Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 08 Jan 13 SUbmitted By: Kyle K1eke Dat_ Submitted: 07 Jan 13

Contract Date: 0513112012 OrIginal Contract Amount $1.226,074.00 Start Date: 0513112012 Approved Chenge: $0.00 Contract TIme: 173 days Current Contnlct Amount: $1.271,208.00 EstImated Completion Date: 0212812012 Pending Changes: $72,144.00 Total RaIn Days: 8 Pending Contract Amount: $1,271,208.00 Rain Days Thl. 'Week: 1 Addltlonel Time ReqUired: 0

Work Completed This Week Continue conduR InstaJlation for Una PUlt Wire for all overhead circuits Additional eMU corntl/eted on south elevation to ii' Rain d!IV Frldav 04 Jan Work to be ComDleted Next Week Continue CMU wall conalruction Install interior office DOd ste.. headerI Structural frame Dunch ProJect Inues Will addl'888 all outatandlno lseuea durina scheduled meetina on 07 Jan Outatandlng I.sues WIll addre.. an outstandlna Issues durino scheduled meetina on 07 Jan.

.~. sas 1425 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT P EXHmITP SBS WEEKLY REPORT DTD 1/13/2013 PROJECT' 1378

* SBS Construction PROJECT: Los cerritos Hangar Rod L8NI8, Thomas Pittman, Parnak P.O. Box 780849 Charkhchl Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schflf'man, Jack Green

Contract status Report for the Week Ending: 13 Jan 13 Submitted By: KyleKieke Date SIIbmltbtd: 14J8n13

Contract Date: 05/31/2012 OrigiRClI Contract Amount: $1,226,074.00 Start Date: 0513112012 Approved Change: $0.00 .............. Contract Tkne: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 0312212012 Pending Changes: $12,144.00 Total Rain Days: 10 Pending COntract Amount: $1,271,208.00 Rain Days This week: 2 Addfttonal TIme Required: 0

Work Completed This Week Installed steel headers for Interior oftiees Installed al/ whlos for ovemead lkIhtIna Additional CMU completed on rear elevation to 20' Continue CMU constructIon on north efeVatfon Work to be Complebld Next Week CMU to 20' comDlele on north end rear elevations. minus columns Inatall6x8 steeJ tubina In cuDOJa IIl8laD motorized DOWeI'ventl in envefoDe wafl

Need status of revised E1eclrical .. Project issues submitted 08 Jan 1S Outstandlna Issues Pendina RFI.

RFI 1 - need flntsh seleclions ~F12 - Shlo ladder shoD<hwil\Q8 -5 week lead time. need 8PJ)I'OvaI bv 18 Jan 13 ~FJ 4 - Need structural steel oalnt color ~. r RFI 5- Need h8OO8r door sections to. order sh886lfllQllnsulatlonfman door

~.

ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT Q EXHIBITQ SBS WEEKLY REPORT DTD 1/20/2013

() PROJECT # 1378

* SBS Construction PROJECT: los cerritos Hangar Rod Lewis, Thomas Pittman. Pamak P.O. Box 780849 Charkhchl Email John Grable. Malt Martinez San Antonio, Texas 78278 DJstr1butJon steve Schjffirlan. Jack Green

Contnlct Status Report for the Week Ending: 20 Jan 13 SUbmItted By: KyleKieke Date SUbmitted: 21 Jan 13

Contract Date: 0513112012 Orfglnal Contract Amount: $1.226.074.00 Start Date: 0613112012 Approved Change: '0.00 .-..-...... Conttaot Time: 173 days Cul'I'8nt Contract Amount: $1.271,208.00 Estlmafsd Completion Date: 031.2212012 Pending Changes: $72.1.....00 (J Total RaIn Days: Rain Days This week: Pending Contract Amount: Additional Time Required: $1.271,208.00

Work Completed This Week ContJnue CMU wall construction InstallllOW8/' louVered vems sf envelooe wall Move trench drain to &<:COmmodate lI1ain hanaer door track Work to be COIIIDleted Next Week FrfJrne interior ooda Beain ft'amtna enveloPe walls on taD of CMU walls and Install Dens Glass

ProJect Issues 8eclJfcaf subcontractor status Outstanding Issues Pending RFIs RFI 1 - need finish selecllons RFl2 - ShlD ladder shoD drawinas - 5 week lead time, need bV18 Jan 13 RFI <4 - Need structural $lee! Daint cdcr ! RFI 5- Need hanger door adona to order sheathlngnnsulatlonlman doo!

ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 20 C) TRI-BAR NOTICE TO SBS OF TERMINATION r"'\ ."

IISBS • CONSTRUCTION • DEVELOPMENT Jp•o. Box 780849 San Anlonlo, 1X 7~278"()B49

February 6, 2013 To: Vendors, Suppliers and Subcontractors Fm: Jack Green - Project Manager Re: Los Cemtos Hanger Project- Uvalde, Texas Sent VIa Email OIT February 6, 20~

On February 5, 2013, representatives ofTri-Bar Ranch Company, Ltd. (the "Project Qwner") and Select SuDding Systems, Inc. (the ·General Contractor") met to discUss the status ofthe Los cerritos Hanger Project In Uvalde. Texas. At that time. the Project Ov.!ner Informed the General Contractor ofthe Project Owner's intent to complete the remaining scope ofwork at the Uvalde site utInzing internal construction management personnel. The Project Owner determined that ongoing revisions to the Project Design made It impraCtIcal for an outside General Contmctorto,effectlvely manage the Project in an efficient manner.

ks sUch, the Project Owner has exerclsed its option to amend to Scope of Work In the Contract Documents to include only that portion ofthe Work completed as of February 6, 2013. The Project Owner has Instructed the General Contractor to notifyeach'vendor, supplier and subcontractor to slmDarly ctlase all work effecthle February 6, 2013 and to amend to all previously Issued contracts, subcontrac:t5 or purchise . commitments accordingly. . () The General Contractor requests each vendor, supplier and subcontraCtor 'to submit a status update to me as ofthe close of business on February Gill and to remove all personnel, equipment and supplies from the Uvalde location. The Project Owner intends to purchase al/ materials currently anslte that are dedicated for InclusIon In the Project. Please coordinate the transfJ!r ofall materials with Kyle Kleke, Project Superintendent, as soon as possible.

fins/InvoiceS for all work performed and materialstransferred to the Project Owner are due at the offices of SBS Co~l'lletion by Friday, February 8", Please submit al/ flnanclal related lnfonnatfon to the attention ofJohn Maywald, Vice President of Finance.

The General COntractor has been assured by the Project Owner that there wHI be a timely review of aU final invoices with payment made as soon as possible. Should the Project Owner require the assistance of any vendor, supplier or subcontractor with the completion of any work at the Project Site, you will be mntacted directly by representatives of the Project Owner.

Thank: you for your cooperation. Representatives ofSBS Construction and TrI-Bar Ranch Company, Ltd. are working together through this amicable transition ~nd requ!!St that each of you do the same. Please direct.

17 Scenic ~op Rd., Boerne, TX 78006 830.9815929 Phone' • Fax 830.9815308 SBS 1942 ( .S8S CONSTRUCTION Pagellof2

any inquiries to either Steve.Schiffman, President or DavId Morgan, Executive VIce President ofSelect Building Systems. Inc.

Sincerely, 17;~lnc.

Ia~ G2. - Project Manager cc: Steve Schiffman Dave MOl'fliln John Maywald '.

SBS 1943 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT A EXHmIT22A C & S ENTERPRISES, INC. -INVOICE JULy 252013 ._---_._._------------------------ Invoice

~- ...

..naw.1II'l -.0......

DCllDInr - ..- .......... a . ..,' . ... •t*LI1Iar

••

NIIf. . . . . . . . . . . . . . . . .

~. , : ---------_.-----_._----------------- ..

.''11'"

() ~

Thank you tor your. bu8inessl ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT B EXHffiIT22B C & S ENTERPRISES, INC. - INVOICE NOV 112013 - ,Date 1lf1l12013 - - --1-..:...",.,-=""....,.,-,.,--1 ISGgUnca 8tlek:.eA.t a41~~4~e~1I4

BU/'T"_ _ .. = Gw:iercap 10067 Icmca Maltsberger Sail An&ollio. TX 18216

I J6b Name .

I Lo& OvritosBaqer - ~ .... .. A()lf.Iity : Ariiou~ ,. • Ref. submittal tbrPa~af' electti~1 wl!fns of~ I..tls Cerrllos BJnpr. ..dbllowa: 0.00 o TolaI CA\IIl~ AI1lOUDt. ~ $J 15.163.00 0.00 TobIJ II8W con_ Extlll!l tQ date. .$l00J)93.oo 1JIIOUIlt..•.$11S,,256.oo G.oo Drawll for. *W'~ in exterIor W8lIs "Ho. .tun ¢OIlduf!a C') Tobtl DtlIW#J _ ,J20.<JOO,qcJ o TolJd Llbor & MllIIlrial draw #1_ . ".

DrawifAb: ·Ro.11I I'otII Dxaw#Q S60.000.00 o Total I.8bor A IIlallll'laJ dalw /t2.. _ . o.

DIa*1J "RGuih-in t<Jlfx1WU ~r Total DJ'lIwf3 _ .$SOJlOO.OO f Total I.aliot &.Material dl'sw #3 _ . e.

D.1'llW't14 *PinalRJugJloia ~.'Yico "P.eedlnil ToCal Dnlw 114 _ .._ •.$M).OOO.OO

1...-- .. _ ••_ - - - - - _ _ • ..._ _ ".

DIlIW'ilS *Trlm-out "'Service TolaJ Draw #S_•..$2Q.o.oq.OO Baranell doe......s13,OS6.00 • Total Labor It. Material draw #5._ _ _..

Drawtl6. ·Final him-out Total Dtaw #6....,$13.0S6.OO •'total Lallor &.Mall:J:illl draw 116 _ ..

Drawin .l!xIras Tollll Oraw#1..JI~Q.O.O • Total Labew &. MlteriaI draw m _..__ . '.

Draw'S ~iuaI TOIBI Dmv'8••$I.924.82 • Total LIIbor & Material draw #1. .

Thank you for your business!

ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT A EXHmIT23A REI - LIGHTING, GEAR, MATERIALS TURNED OVER TO SBS 1/24/2013

CJ c ) ,) , ) , i~ l~{

.:'-/ ClY.

r fy1t /)l rll! J)l.

7'/fG \)L MAlEFUAL dffO.)

1/-tJ"f ) (,.N'tP S PRICE AMOUNT ----,- ,:.. ..,.. IDII1l!OFClIIlEI'I ~;h.J I~~I

l I"tft fPt ... .. \0::.. T\'~~ V'5 W , :''t. i'lPc \/'i H,... l<lt.5 ., j ~ .. ~

..,r·'"- :1 'Tv,!!' '1( wV wf Vj ~AAf( I'" SW-od Fit, flJ, tJIf , TO; 565 -----F;.:.. \-\t\" ~(I' Jf~,!" ';' ' ' ' ; ':')~L; . ,.;. d_+-. ~) _ _ ) 1./ , 7Y'~ H~ wI l~r"f.l ( ~, .., I { 'a,.~ ''''1)1 ell'; .

I ~ ..I /fAIl I~ 'fe,,,, " >t-----~------------1----I----I t fa..~\ l.1t ~ \ Pe....-a..J LA IV\.te- ,.'" i Pa.~c.1 '-A -h;Lf"t" . t'f4/-''''1 16-44 <..,fw f /PI bCJf :J:Jl ~(1 ~l I[§I Celt 3;1. 1 ~;.....;...-lGo "1 Ie .w' +t.. $6 S ., " , ;1;)0 t 3/f eMf :JI.J' .y" }"r (,. ~ 'r r"n:- J i" i'J' ; J J '9 .1Is>,Z Alll..iU~ wI e I';; J"eJiJ J .,rrl4./; .JII) f... '1~7 LAE--.---.....-----.--.------\L MATEFUAL -----+--+-.---I IIA f~.f4l1'~ 1---- IUTALLABOR > .------+---+---I--+---:.~-----1--4,.. i!!!:--1--1 "

_- .... -CIIl(IlIDIIY M'lECOIIPIElPI . 1 TAX )--_... ).

ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT B EXHIBIT 23 B REI - LIGHTING, GEAR, MATERIALS TURNED OVER TO SBS 1/24/2013- PICTURES . .. - •.

: !.

1 .. ~ • • I f .

I .i . . ~:

{ ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT C EXHffiIT23C REI - LIGHTING, GEAR, MATERIALS TURNED OVER TO SBS 1/24/2013 - VALUE ,..t...

A- ....

I- "=' ~ I

.

It Il t.I_ ... 7_ ) -- &.- I1.1III IUIII II II

-- - -- I' , D.IIIII .. fit ~ y "8IIlrJDI f •• II.D8 ..,.. . ~ I I

- '- - -.s_ "D.IIII "'l1li ..-J Inl I i~· .• OJIII ~ •• 2.nlI

..- .' . ~I 11.l1li • 2.-.l -..

I

.. ---.

I

- .lmI . :..

-_ . • tuIlIII -. II IIIIlI

..........

I

- --- . ........ , 'It. , .11- • , , .. " r ~1Ir: A ~.(!~" ·fi!iiEEl!.. .::-. .. .. . . na ~·· _=--.:;...,.......... .. I11III3 ... " ) • .t' C..

". ~ ,.. .... : .' '::.;:,'..).-.:,t" ," ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT A EXHIBIT24A JOHN GRABLE LTR DTD 12/21/2012 W/ATTACHMENTS -.- -

•..- ~ ·_---- - ------- -- - -- ----- . ........KIIIIIne. .

JIinUl$ %023 JZII!j~"~ __ br8w_ _

Hl~ ....._ car.a ,.. ,.,.............fDrOllttlll..... ........... ......., rn It .....

I. . . . . . . · .., vau....

..... 'Ii ThMI· . - •....."sRisk I fniurllICI NOIE: I ... ..........• wNch ..

............... ...!IICtIDft- ... _-tlllIIIl tIIn ........ClDde_.,,;1IA 1'hIf - _ _ 1ft . • AlA: Document _ I -1882 =n tE*t:. , - - - -...$ E b d A _ ' , 'f , ;:- t' hi .21 Ii UP' .,,-

iik& . "~'IX_f . . ip'lf . 'II ..... ~... .. . . .. . . . .: - . . . ,. I

~ICJ::==" .. ~1It. .

t

.....

B J I

.' _!iii!! ......l.=... ,. _ ,It ..

......

YAUII '

. ~

• I I I f I

. • ,• I . --- . I ' iI . ., I' 1 __ 1IU ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT B EXHIBIT24B JOHN GRABLE LTR DTD 12/21/2012 W/ATTACHMENTS

(

~... ,, ~ • 'fa

......,."" " ".. . _ . . . . .t: ; Draw~• • """"'''''''''''''''''''''JC:Mon~1S. ~ no:-th.tthe """"'*~.

PSMII . .. . . -....... -. . . . . . . Ja •• J\kp]1.

------ -- ........ ---- .. -------_._- .... _........ -._- -_ .._- ---_.- .." -_ . -.- -_ ..... _...- _._ -_.- . (J COpy

_ _..

.. _..... --- 1 .... _ _ . •

.......,........., tt. . .. 0lnIIMIIn. tIr _ far ..... .............c. JaIin ". ..

11DaIt........ • ...........

PrqfIct $ ....71 ... .......-pnIJIIc:t......,....

PrajlItt. S ~ .. .........-.................

TRtpDriII; . • UJSU2 UOo01 .... other...... $ sasa ... CllInInIf·..... ClDt. . .

1uIIdII'... ~ S $" ..

750m ..

DINB _ c:bn1rIdDr'I~ .......... - f1 .w,-CM .. ----- --- • Opaa;ao·- "'2ID=Gt-_. -MiiGlif .,iIMtI1 -- . - MetlJDDca'...... $ l....

S tOaOD .. ...

DooI. . . . .~tdIdDi'. . .

... ~.wtid6M t..,..

S..... ..

2!JNJ 1'I8cIIDn- - .. .

I*IfM:t...-:hJ.

p~ ~ /0-0• ~ .... /#6 ~ ~ ""G #e"'.,pf. • • A?-~r ce ! ~J1e~'.

1R--- o ment G70r ~ 1. for""'" . ... ..-z.Jt CCINlMCta~ MCIII. .: .,. 'fiatt MYIB1" 1.._....,.... _ ..

IOIInIMmII'I it t.-.__ :'5, • n 5 •pir. 1 . . .0.-. .......1.........

. __ .... ·,P"" .........~1GI1------­ ---. ... . - I' ~i .,..1» .. ILJI., .. 1.-".,... --'I.. '.

I Mdt (QIIla'-_ . ............-1' I" .....

I .J ---.~I-.f------' .. ,,*-ltfCrIID) - t 1!M.t1 ,............. .. mAL 0JlIt4,-u.a:':':--::rr ~---_

....... "..... "OI".r=-·~iiiI._---tt: Q.IIeS_""-_ ..

-']

AfIIILII:A1IOItM'll: 12I2II2Dl2 ....... UlSIIJ012 ..,a:'·...........1MU

• ~ I.... ...

2.. ...

......

I UID.:IIl .hlUl : LMUIlI iUl .&.IIUII U :'U , t M1.1 11 ;

.. 'I! I , &,u: TJ: •f • • ~

• I

• ~ j

===--. -... _i~ ,=, . . . ... ., : .., I; ~~ {I'll' I ,It: A B '..c It I piG Il 1 .. (0.<:) .- 1tAI.A'MCB'l'O IIrDt\'QWII (e-G) ,oPv. . . . .

M'Dt .. I I .A IJ ILl ~ SUI ! ~ t::jiiiiiii:j:~Wiiiiii "'l:::ifiiiii;::Jiiiii.==:~~-iit:::J-ii~""rHi:iiiit::iiii;;t:==& 1.1 I ')f' " II I ~ ! . • ;"''IL"I' I !\- !:, t .. u. .. , -u' , ..... ' lo\jiL i I·'ol I Ii,.~ ,,~ I '.

• i ··• I I , I, '~t' 'I .,;.. ·, I I t· ?' , I

f';, "f' . I , :, ,~ I I -.

- , .. . f, ..i_.",un_ ~ I,

;E!!5:!1~.. - I I, .f.1. I, ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT C EXHIBIT24C JOHN GRABLE LTR DTD FEB 28, 2013

(~) A HITEeTS·IIIC FebrWlry 28. 2013 Jack Green $elett Buildll'lg Systems,. Inc. Scenic Loop Rd. IBoerne, TX 78006 Re: Los. Cerritos Hangar ProJect terminlltlon procedures for SBS

,When Gfacler Cap terminated SBS General Contracting services on February S. 2013 you were asked ~ provide us with copies of aIL of your subcontractor contracts, supplier contrae:ts. and arrt ;outstandIng issues. Although you agreed to this reqUl5t, to date. WIt have nat received any of this 'crhical information. We did receive your final df'iIIW application 11 on February 6, 2013 and I :assurned that the critICal project coracts and suppuers list would be forth coming the following 'week, bUt to date. we have net receiVed this Dst that all parties agreed to.

The c:ottectlve eft'orts of the above-mentioned teIm. IS well. itS the arc:hltect and stn.u:tural .engineering team of record have been working to identify these items as we continue to assess aIL of .the SBS work. Mr office has bien In touch with Eric at SChulte BUilding Systems. who has been ;helpful In assessing the work. diet is In place as well as the existing as - built Contucts. .

:Jadc. you may not be lWlIre. but we have discovered saveral defects In work deli..... by SBS.'~i :.tIf:!~.·;'~~~~::~~WS_;'j1df·~~·~~ This effort toIItlnues and is still underway to complete a detailed list that outlines these defects. how they will i be resolved. Today It was determined that the building is a minimum of two Inches out of plumb toward the west (or river side) and that a number of the doubte lock seam roof ptillnels are not , contiguous as specmed. The diaphragm function of the roof element will be compromised when the : building Is pl.umbect and will have to be completely removed and replaced. The practice of installing . a roof befOre a bullalng is squared and plumb violates quality industry standards.

) llIe Owner will not absorb . , GISt for resolvlng these defects. The costS associated with this and any other bUilding spednQtion infraction wilt be deducted ffom any CIUlStandIng draWs requested or , due to S8S andlar their supplie's before any payments are released.

we will resolve these p,.lems quidcly and professionally. To discover these problems after ; enduring repeated delays to the pre-engineered building eleliVIfY Is hard ~o comprehend. We will protect tlte Owner in the process and assure that he oats the quality building he is p;lylng for.

Regards, ,J.._ 11 It . ..:¥rt J1W'II"~ I :.} : John Grable. FAIA . Cc.. Tom PittnliIn Gee. Stephen s. Schiffman SBS ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 25 c-) ATTORNEY FEES

! ~/ Page 11

ATTORNEY HOURS/ACTIVITY DATE ACTIVITY TIME 1-23-2013 Review of Sub-contract 1.25

1-23-2013 Review of SBS Ltr to REI 0.75

3-12-2013 Draft Subcontract Lien, Ex. A, 1.50 B,C

3-20-2013 Review of Uvalde Property 1.15 Records

4-2-2013 Notice of Representation to 1.00 Defendants SBS and Tri-Bar

5-2-2013 Draft & Original Petition 2_25

() 5-10-2013 Mail OriginalPetition to Kendall County .75

6-8-2013 Ltr to Kendall County .75

6-29-2013 Review of Invoices unpaid, 1.75 7/20/2012,12J20/2012, 1120/2018

7-10-2013 Tri-Bar Answeriw-Mtn to 1.00 Transfer Venue

7-19-2018 SBS Transfer Response 1.00

8-8-2018 REI Discovery Requests 2.50

8-8-2018 REI Response to Transfer 3.75 Page, 12

8-3-2013 Attorney Correspondence 1.25

8-3-2013 Delivery to Kendall County .50

8-19-2013 Receive!Review SBS Discovery 2.50

8-27-2013 Intervention of Schulte Bus. .75 System

9-5-2013 ReceiveIReview Tri-Bar 1.00 Production Response to SBS

10-10-2013 ReceiveIReview Tri-Bar 1.25 Interrogs to REI

10-10-2013 Deficiency Discovery Correa. to .75 Tri-Bar

10-11-2013 Review of SBS Production 3.50 Responses

11-11-2013 Plaintifrs Request for 1.75 Admiss:ions

11-11-2013 Deficiency in Tri-Bar Responses 1.50

11-12-2013 Tri-Bar Responses to Request 1.25 for Disclosure

12-13-2013 Plaintifrs Mtn to Cmpl 3.50 Discovery

12-13-2013 Mail to Kendall County .75

1-2-2014 Setting of Hearing .75

1-23-2014 Rule 11 Ag:m Re. Discovery 1.25 P a gel 3

(~\ 1-24-2014 Rec'd Tli-Bar Rule 11 Agm. .75

1-24-2014 Tri.-Bar Supp. Disc. 1.50

1-27-2014 Tri-Bar Supp. To SBS 1.50

2-6-2014 Plaintiff's 1st AM» Petition .75

2·6-2014 Delivery of Rule 11 Agm .75

2-11-2014 Tri-Bar Priv. Log .50

2-12-2014 Tri.-Bar Supp. Disc. to SBS 1.50

2-13-2014 Deficiency Reap. to Tri-Bar 1.75

2-13-2014 Tri.-Bar Supp. to REI 2.50

2-21-2014 Tn-Bar Supp. resp to REI 1.75

3-7-2014 Ltr to Kendall County .50

3-7-2014 Plaintiff's let AMD MTN to 2.50 CMPL

3-19-2014 Order Setting Hearing .75

4-3-2014 AlO Compelling Discovery .75

4-3-2014 2nd AM» Original Petition 1.15

4-9-2014 Kendall County LTR .75

4-16-2014 Notice of Hearing .75 P age 14

4-29-2014 Delivery of 2J1d AMD Pet .50

4-30-2014 Reviewed Costs. Phone of .75 Plaintiff

4-30-2014 Reviewed Supplies of Plaintiff .75

4-30-2014 Tri-Bar Supp. Disclosures & 1.75 Interrogs

5-7-2014 REI Disclosure Responses 1.75

5-10-2014 Research Tortious Interference 3.50

5-13-2014 Affidavit of J. Robertson 1.50

5-13-2014 MSJ for Plaintiff 36.00

5-13-2014 Kendall County Ltr .50

5-23-2014 MSJ - Order Setting Hearing .75

6-2-2014 Tri-Bar Supplemental 1.50 Production

6-23-2014 Review REI Documents 1.50

7-3-2014 Tri-Bar MSJ Response 2.50

7-3-2014 REI Response to Tri-Bar Mtn 1.50 for Continuance

7-7-2014 REI Response to Tri-Bar 3.50 Response

7-7-2014 Ltr to Kendall County .75 Page' 5

7-9-2014 Tri-Bar Disclosure Response 1.50 Revised

7-21-2014 John Grable Correspondence 1.50 Review

8-19-2014 Communication w/SBS .50

9-2-2014 Reviewed Projects REI Unable 1.15 to Pursue

125.7

HEARINGS

3-31·2014 MTNtoCMPL 6.50

6-3-2014 MTN to Transfer Venue 6.50

7-10-2014 MTN for Summary Judgment 6.50

12-18-2014 MSJ Hearing (Tri-Bar) 8.30

12-23-2014 Trial Exhibit and List 5.75

33.55

EMAILS

5-28-2013 Tome .50

6-7-2013 5emails 2.50

6-27-2013 3 emails 1.50

6-28-2013 . 5emails 2.50 Page 16

7-2-2013 Tome .50

7-8-2013 2emails 1.0

7-9-2013 Tome .50

7-10-2013 11 emails 5.50

7-13-2013 Tome .50

7-15-2013 Tome .50

7-17-2013 Tome .50

7-24-2013 2emails 1.0

7-25-2013 5emails 2.50

7-29-2013 John Slates .75

7-30-2013 Client _50

8-5-2013 4emails 2.0

8-7-2013 Tome .50

8-8-2013 5emails 2_50

8-12-2013 Client _50

8-13-2013 Client .50

8-21-2013 2emails 1.0 P age 17

8-23-2013 3emails 1.50

8-27-2013 From client .50

9-1-2013 2emails 1.0

9-6-2013 4emails 2.0

9-10-2013 2emails 1.0

9-11-2013 To Client .60

9-12-2013 To Client .50

9-15-2013 3emails 1.50

9-24-2013 From Client .50

9-25-2013 To Client .50

10-10-2013 3emails 1.50

10-11-2013 7 emu 3.60

10-13-2013 From client .50

ll-U-2013 To Client .50

12-13-2013 To Client .50

1-4-2014 From Client .50 1-14-2104 To client .50

1-15-2014 To client .50

1-16-2014 To Court .50

1-27-2014 From Court .50

2-3-2014 To Client .50

2-5-2014 3emails 1.50

2-6-2014 8emails 4.00

2-7-2014 From client .50

2-12-2014 4emails 2.00

C) 2-13-2014 15emails 7.50

3-4-2014 2emails 1.0

3-7-2014 3emails 1.50

3-19-2014 3emails 1.50

3-25-2014 Tome .50

4-3-2014 2emails 1.0

4-4-2014 T.Clark .50

4-7-2014 From C. Brazell .50 4-9-2014 To C. Brazell .50 Page 19

4-12-2014 oemails 2.50

4-15-2014 From Client .50

4-26-2014 2emails 1.0

4-27-2014 4emails 2.0

4-28-2014 6emails 3.0

5-1-2014 To client .50

5-6-2014 3emails 1.50

5-10-2014 To client .50

() 5-11-2014 From client .50

5-12-2014 8emails 4.0

0-13-2014 oemaill8 2.50

5-14-2014 4emails 2.0

0-20-2014 To client .50

5-28-2014 To client .50

6-18-2014 2emails 1.0

6-19-2014 2emails 1.0

6-22-2014 2emails 1.0 6-27-2014 5 emails 2.50

7-2-2014 2 emails 1.0

7-3-2014 To C. Brazell .50

7-4-2014 From C. Brazell .50

7-5-2014 From C. Brazell .50

7-21-2014 2emails 1.0

8-6-2014 From Client .50

8-8-2014 2 emails 1.0

8-18-2014 2 emails 1.0

8-19-2014 2emails 1.0

8-20-2014 2emails 1.0

8-23-2014 From Client .50 8-25-2014 2 emails 1.0

8-27-2014 From Client .50 9-2-2014 To Client .50

Total 266.50 ($79.950.00) ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 26 REI MARKED-UP UPDATED CONTRACT C) DRA~NGS A B c D E F H M

II-+----jg

-- -- ........ o CAl'" ere ::: HIlflltM.CMS O'U'...NCID ABllEVIAnoNS

........."""""'" -- """-- CI4 GO Ofa .... ..., .... "" QIOOCIJoWOIDIlC". ""ClIta ~CCINIIlo\ICI'l>MflWID GENERAl NOlES

8 ......."""'" .... .... """"- ..,--- OU :I. 1IlBIlM1Df1!ftWlH1tlIQIlAwt«;S;"lttt'f'dNI'Q!It.COIftICfRhillDCAamtoUOAllOOltrtMt_

.... --- ~_QlJIoNlIrf.,WQtOltOl'l/lONSAw.l.~ .."MlOI'"C<lffUCrIBWl9lWtlA' • III WIIC;IIWrII_1IClLCIOlt"""'AJCtIli~-=-,_1Q:fIU~0Cl"fWt,... l\II.~"-""'Ot

. - .-:c.»awa..'II!_l»"~

.- =" u ... PftIOIfOlIlDIG.... tlMlIoN'»ItPALdIt.u.. . . . X..wtlOJIlCQ,l(fAlMfAtwrNJllInIG COtO'IIl:lMIAfI)IO~IDCo\DIl'NlDIIII~I!DftG~Cl:Nll.I:n:lIl.Be. ~1)f"1D

...... tlW DOMaIICNOIW.ClSl SfW&,-...rWlQOCllStoCONfL'.,IH!~tlOCl.MMDNG"CC8'I1olU«-a.stI H'lAC tlA1I«t.veNllA1lNO.AtO~ "" ID :: CQCllIlDte~DI{\'OIII.

i .,. "IIlIRIMCIJotC)lCQlIDCOfaua.~..,.,.,~D'SaoIINOQ'lId~ ... & NlCAI8JAlIlIIJJIlO,_NOJ~ . . . .......cMIIC.M'I5lIQoUI'AlDl'IIRMSIn8IClIi ..- g ~ ......= ...- IN ..

AM)IDCo\IQNI)fMl!OWEANC)~IISl8roIIMClOOB~~_-.

COOPellGlW.y..,.-.uw!c:u.ACIOIIlO. .CtII.....~IrM'IECdI*!OllfSMoCl1ll.,. ....we-,.............. CCIMIIACII. • WINlM....-.o.WlHOIlDClA'IWOWOb:UMIIIItlllllCQflU,Cf. COOIDIQlI!...woaOlMClQIrlIIAQ 0 Z >N i~ i 7

."" .. J!5 ; ,. _DM_ _ AIl~OtU'NOatW.lCJI'lEll;:AlBl. H tllAU.JCJEtMllDllEIOSUQI".

.. ~ WI UCIWA.... CCMlUCICIl:I.QQUlUGI'la84.pc.CAtI~ . . . ..veMr.w.~ trAaI'A"'~8C.I£...-mfCI:"COMU1INGRlICllOtW..CCOMPlWfl'AftM.

. J;.. i. %w :' 0

.......t a. ae:1ISWI.ell'lSlI!lI'OIMU!fOI~-erHOIl8'IMCIa. HMtWIIrSlWlNDINJ.w.c. 0 I'AIIICIII!Nlf_H:\IlllN"M.t.ruot_lSMl'f~lED.~~~ ~ CAlC ~"'~~IOrftM5~ ~_~uc.AS~lIOcoc::.:lttQIIlt!.ItIIJAWlDClItWlOtOMa1KMlaASI'MIOI'IHr. ~ riA tHCllI:WI)~1oU 1HClllSoVOYCllJ.NoftI!I """' ~ ~ ..

I:IIt ~.'ltSlQQIiIAl"O \:." -.

P. TAlZfIIIf:I ....... " -- 0 Na ..- " ~~ il ~ :t ... ::" .......... ... "'" ....'" 10. MCCItCNUCfIOHOI"IlIMDISa\AU.l!scewm""MUIllmt:mlCWfFOAIaIlIfPMJAll _ _ u. tIII'H1tO.. ~WlJtIJllIfllCAlC)ne:CCfCI&IIr:flllHDOC:IIJrICHtS, ACCI!IS""'-'IIICJIJ.mI4~IOMDCIlIUQfOIl~.HlCIlIa.l\UIQlCIlI,Jn:.

II> II II = IV ~ ~. . . . . llIl.lI!!I'm~ ACCISIl'AM!ISM\U.

..."" nGJ IIWtOIlMUlQllCll.llllllOtu .1.QAG(.........SIa~M1M"l'IUO-..omDOClLfUIlG&flllUCW.w.IUlWAJCtOit tDCLl'Aftatltlll'O.WD.1llCltI!D1UI1I11a\$\IWJ,"'WlIeIoUICiCOM"ICI'UAADOttIM'~ROM

..." ....... atA"'flB."CCmf--.sI4M1tAUb,..".."SIWlMAftDll!SoUlIIAJllGAlH..-.,,'f_

...~ g. ,..,.... -..... """" 12. "'0~.uommlH)KNaI'OAev.aIQQllJQNSOIlJGIfIIGlIIaIIIl!J. ::=0 "'-"""""'" 1M ..._ IlL .~.1tIIfIDClMSU.nlt7'_CiClIC$erallOlSOC:IlJelOMI'ICf'a"0I'1IIIoootAJfttMfCR fICI!I'IAClle-IlN:ll_~"'Nft"OfNrG'H~ClCQt~..uJHOWHort . . "" ""'''' :=:,..... UON IIN.IlDCWIeWISII«lIID MCHIl'tIlIIALfl,OQI:f'Wl

--

-- urs ~fO\III8lMft.,. "" ""' ',f,. ..... .IICIWtC'At~WII_AS~c::otIULsr,.,...~ac.8WL1l ~ c-.... . . ..

AOdIIblO_t\2II'lIIIN.--mNGAl'ftOVB)IaI....A&lAO:IIfCINfJlSl'm.CT. ~ ~"...

... ~ IS, ~.-::ac:asIlWl.I'ILO\IQI)MI'I~AII)PID:iIc.DlIiCDHI:I'NIIOtBIO ..

_.

CllMPA~_~~"1B:.

...."" '" NC

....:= "" VI'DIIIiOV.......u:fIIIQIBIC.'f~Sl'IKltllMl!

VD: 'WDI'~.acfI I&. VOIMa1Cl1:_IIIEJMIIDClH_CIClfIUC1~IE'tCWIlU>l'IllIt~RalOM .._ A

.....

1WIW.000~JfMII!L~U!le4fRWl"SIBIIAtGMfAWDtASlDOHftIl!MMIftA1IMI.

IDADMtr"'1WGa;"'MClI'OlINAC'ClClION/al~"NfHlC"MlfCII"'" .~ '0' 17. D.OWA1tfDllJWlfGSfl:»~IIIl'JIc.~_ASteIOMDwmI_lO'IIIII.fAC;'\tlIl""lIG

-................ = "'" i ... ::?' ASMlIb.JItICCIoIIrAl:'a JlWLlE.lIWO'IlIl!tot~.__ I\S"""'OfAU."'AI'ID I'flCmCIfWlIlfWlZlIIKftGNffIl!Mi0l'KlW'M!l«SllMmMtlI'O'lGMCIIXIIlIINdC8f1NoWfCS

: ...... -- -- _SW lIAlGa.$WllCM .............

1f" I&. ='=~~~--=-':"c:o::'"u::.rJ:.~ NMAllOMOIDCrWClItZ.. ~Mlt_Je:,~.1G4L ~""'A'tI,1IC. .

ACElilaQtW,.G8NOfOl'Q&U'.MtOPMfOWM'IrrG:CQIrC.'(I&~IlClliIS.~CMCtI

2L ~1IIW«:H~~BT""MoQIOHU.IlIIC::IIleAI.ClXII!1lWLHOIt .. usm..A~ •

I

.....

IGSIALCOIOCKlIPWI,.IIlMA:lllIrlol-....afalCUll'.UOK g ~ ~ 21. 1HICCtIu.CIOIlHW.waMCH~IOlC04llflA1l!WfYlHe~,....0IIt«QlQlrSI'

.......

COfrIIAM,&AtIllACNfiIllIIrGCClfIlW'''TMKltII_tr_. .Jl*CIIl:IIttCIKwaKlICe::-:IId. . . . . ::; aQCMIIM. "1IIiUQW.UlI'ftI8l.N1oNIa'Cl5laA"'u.llLllRI!_0f1lW~"'c::oo..­ 1'U.1r:(N.'f.

~ t -- Ild'WE:IPII.QE"I.t'AR'\CIIl lEGEND .........

CJ" ~..=-....tBra ===-lBIIltCQ ----- =o ~ rJJ~ ~ a: ~ ~ Ii i C~~~ _ ~ ENliftllBVRO.iRliOli •.. =-~~UM ~ =-lUft»1lDWIDT t=::J" . . . . . CXMiUGINfIIIC: .... @ e,"1e w g Ilio aW 9~ I =::c==-~ G :"~~ II1II ==-~"::v"'A (i)<:CM~~" 'f' ~BrIfAQIASQlIIC:8m ....G.WlClt~ .. Al'US8I1tG.UClIt. Cl ~lrNfVClN.

=. ~fllXI'SWIO(.Nr.w."'" , =--c:=,.~~ S c:;J Y,uu,lU!~.-ro'I NIAU. H' MfUOK '2 ~1'OIU'IIIrOI."-'U" ~ ~-- ... _- If' ftlMWACJIftal,lrllf1O'. n ftfOLNWl.....

~ =-.~~ 1 ~ =~UOftIWGOl 1

E001 Ii IlRIJID8ClIISTftII

.." ==:,ur::- ii¥kw:. :5 A c D F G K M

o K L M R£YISIOHS: GENERAL NOTES: 11--!-----I9

--

a: ~ z .... ~ 3 ~ ~ g ~I ---- ;;'.-

-- -...... --~ '"'!!'"- "'" ~ ..., :fl!: .- a: II! .. ... .... w w ~5 i~ Ii'WtfNlJCiH1M1tt..-:clHrN. .... ~~lIIIlXlUJtVIfTHlHEO::~A11Yf. .

D 0 N -~ 104H41....J.. (j 0 , ". .. .... ~liQliUIN~fQtn£OlDGHO' ~ ..... _ow !lIIml 56 T<' 1

""..... ,,, ,- ,. , .'- ... ,. .

56 T<'

.. ...--- ......... " .... ~-=1U.Mu.utwn'ItM1'fIOIIN1IlISI'fQIQilI\. ~-"'"""""'" . .. T~

- ....... .. ........ '" '" _- "'~ ..... -, ~

<aooa< - " ..- --_._- ~

.....,....- ,. ,- ... ...""- .." 0"

.. ,.... . ... " ...' .-" ' , , '-~--NF ~~w . . . o-'.RWfm "" fR\ 'f'mZ!~!fi "-=e\=:~"':."'" ~ . ·..................arwa> 0" S .=. =7+ E101 A B c G H L M c D E G H "I K M

9 11---t--~--l9 GENERAl NOT!!S;

-- I @-.~ I II.

I -J l-~­ I='"~".

I I

I A o E I K M REVISIONS: GENERAl NOTES; 11--1.-----19

!I' II i i ,--- !I

I 6 : II I

=ll~WII - - - --(!)

It w 3 ~ « 3 ~ii: :I:

... ~ ~ ffi(J ~ I ~ 9 ~! ~ .

2 ..J ~ rn 2 e"

(!)~~-- IR\ 1 ~~~ M711iREf'" .... 1 ~====:.wm

A C D == ........ E201 I K L M

J A B c F H l M RlM:smNS'

9 11--1-----19 GENERAL NOJE$:

i I

I i I

I -- ---- I I I, I ~!

I I I I 1

I I I I 'I I I I I • I I

~ I ~ I I ....n

. '; - ....

PH· I I, I I

I ..: : ~---- : ~

. -----,----- I

I I ---I I I ----@.

,- . I I I I I I I I I i, I

i, ) I I· II I , i I I,II I I I I I .":.":'.. .. !.' .

I d I I :>'~:':\::\.. : : :. : :~. < ----@

A B c o E202 K L M A L M REVISIONS:

_._.--- ~- ~ ....

LOAD LYSIS wm.'''''' .- --- SIIOU LYSIS G ENEIAL NOTES: '= -_ --..

8Ianch Pllnel: MDP --- MC.. . . . . NIIo ..... _ .. .....A .A fW'-

=_. ~. .... ~=... ... ... ~"=Q .....,... ; ... !IIIIlItfOlrt.MMt~'AKS.NOr

....... ...""V..."'" "

.,.,.- ........- -- ..- -Ii;- ~ .....

AWUlUMUCIItII:Mk

-- - ._.-. -- - _.-.......· .....- - ... - ~!"c:ac::::1'II4t: -» OIC<\J0111l),*MW: ... ... ....

- 0 i_ I

... o ___ ~

..._ -- ....,,- =~UWIt'M i:'~~.:-,q_.-.s , ..... -:. ,""'" NlflltUal:lMOIfQtClRctIIlt8Ct ,....... - -. · -- lC'II:. . .av.u..uaoa"....... "' ...." , 0 -.

..... - · .~~

-- ... - -.

- ----~ ~~.HW1 ~~~ClfI'tWt: ,,': ......,,.,,»- .. to

"'MHd-.rcac:lll'C01IlI!l'ft ".-IS-.

-- .... --. -- _ClfAt~"IMlIDRlltAII9MIII

~~. .FoUt ..... "'- - ......,..... - _T_ ~-~~Cll'ftUlSI!t lOr: .... ....... - to

_.... .- -..... •

I ~MAiiialOifQK;liJ~ ....... ..- i*'-C&IllllWl.IMIlIQll,.....,., "'- .VA - ~~1IIl'_t ~-~~CIFtWR .. ........- .... ,to r- ~=. -- -__-... ~CI.1IIawz..ltMDtcl4....",.,..., ,"'- -- --- -- IInulch Penol: LA

--, -._. .... -~ --- oU4. . . . . ..u: ......... -" -- --- -_. -- _P-.l:lB _--- -,. .... .... - .. -.- ..... . .. ..... -- ....-. ........._........ ~

--. ..·· -··-*- -·· ...· .. .....- ...

4 4 ... ....... i ... ... ... ... art I ... ..."'"... "'" - , a. a. ON .. . -. g. ..-. - " ......· ···· . . ·.. 1 0 ON

f i ;

*'1._ · ... ...... ...."'" -. - 0 . · ... · " "'" a: ··, · -- a• w l ......"...· ··, .... ;........ .... .... .... ...- - ·- - · ..... C)

· ~ !en 3 3 - - .....- ... ··· ... ·-, . ..._.

Mw. . . .

···- - .....-.... .... .... .... ... i.... ~a: g ~ g :=S . -I ...., '" .... ..... a: -- . -· .......... .VA · - .- .... a: w w W. ~ iI ·_.....

-- ....-----.....

UJ

•

~~~ _ _-- C) 9 r0- I~ - t- IR\ 1 ~"11:remJl" 1 -=iE£ia=.-· ~ E301 A I J K L M c D £ F G H K M AEVISIOIlS: GENEIAl NOIES: 9 11-+----19

-- 8

=. ... tlOe. . . . . . .IiItWIl:I! ~ ~~.ND~.,tlIKII_

7 o %

. o ~ !: . = o ~

-

I

r------

I 3 I 3 I I ........ --1==ilf==I---iM1C1C1MWi1lW I \MIlICI lMI'*'1fNWM1r I ....... ................. f I 1-- ~..

.::: 1_........ ==; UroaIICIIlMUII'W

-.... ....

A B K L ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 27 ON SITE PICTURES TAKEN BY C~) REI l ( ( ( ( (

• ( ( ( (

., ( (

• ( r

( (

J ( ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT ..

EXHIBIT 28 TRI-BAR RECEIPT OF LIGHTING C) GEAR tr. _

')m: Bob camwath <[email protected]" nt: Wednesday, June 26, 2013 5:02 PM Subject: Re: Light fixtures left onsite

Yes, the cost on what was left behind was around $10,000.00 Bob carnwath Remount san Antonio, TX 78218 [email protected] Iphone #210-995-2185 Ifax #210-967-6613 www·c-s-enterorlse.com C&S Enterprise supports thefundraislns initiative: Web: www.!imelightproduets.net Electrical Contractor ---------------_.

From: Daniel Boddie [[email protected]] __._----, sent: Wednesday, June 26, 2013 04:54 PM To: Jennifer Swisher <1swJsberilllew!senergy.com>i Bob Camwath SUbject: Re: light fixtures left onslte Bob, ., you ball park the cost of the fixtures left on site for Ms. Swisher?

Thanks, Daniel Boddie I Partner BoDen, lie I 210.885.9537 celli 11550 I.H~ 10 West, Suite 395A San Antonio. TX 78230

BoDen Legal Disclaimer: This email may contain confidential information. If this email is not Intended for you, you must not disclose or use the Information contained In It. If you received this email In error, please notify us immediately via retum email and delete all Information.

From: Jennifer Swisher <[email protected]> Date: Wednesday, June 26, 2013 4:15 PM To: Daniel Boddie <[email protected]> SUbject: RE: Ught fixtures left onslte J we have prices for all ofthese? Could we get some from Bob carnwath? We need to see what these fixtures cost so we wJII know if the lien against us by the electrician are sufficient for not.

EXHIBIT 58 Thanks,

Lewis EnergyGroup' Jennifer Swisher, Construction Coordinator 10067 Jonas Maltsberger, san Antonio, Tx, 78216 Email: jswlsherO!ewisenergy.cODl Phone: (210) 384-5036 Cell: (210) 240-26n

From: Daniel Boddie [mallto;dan!elb@bodenllc,cpml sentI Wednesday, June 26, 2013 10:33 AM To: Jennifer SWisher SUbJect: Ught fixtures left onslte Jennifer, lbls is the list from Bob camwath regarding quantities of fixtures left behind at the Jobslte.

Thanks, ~lelBoddie I Partner Jen, LLC I 210.885.9537 cell I C) J.1SS0 I.H. 10 West, Suite ~95A San Antonio. IX 18230 BoDen Legal Disclaimer: This email may contain confidential Information. If this email Is not Intended for you, you must not disclose or use the Information contained In It. Ifyou receIved this email In error, please notIfy us immediately via retum email and delete all information.

nlE ELECTRONIC TRANSMISSION (AND/OR nlE I:lOClMENTS ACCOMPANYING m MAY CONTAIN CONADENTIAL IN"ORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.c. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND AN'f ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL. SUBJECT TO COPYRIGHT OR CONSTITUTES ATRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE H:REBV NOTFIED THAT ANY DISSEMINATION. COPYING OR DISTRIBUTION OF THIS MESSAGE, OR ALES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTlFY LEWIS ENERGY GROUPS LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210.384-3200) AND DESTROY THE ORICiINALMESSAGE. MESSAGES SENT TO AND FROM us MAY BE MONITORED. THANK YOUI

EXHIBIT 58 I from: C & S Enterprise, Inc. <[email protected]> Sent: Monday, January 14, 2013 2:39 PM To: [email protected]; mmartinez@johngrable,com Cc: [email protected] Subject: Revised estimate for Los Cerritos Hangar Attachments: ProposaL1840_from_C_S_EnterprlseJnc.pdf Tom. taeNia the adders ror the CerfitcJs Hanger project, Bated on the bollum of the odg!nal quote. theae are lhelhlngsl can see lhat . . nol the original drawing Ihave.

Any queatlons please give me a call.

Thank., BobCamwalh o & S Enterprise, Inc. 210-680..fI629 . - - - - - - Propoeal Summary - - _•••••_-_•• Propose!': 1840 Proposal Dale: 01N<U2013 Tolat $76,486.76 The complete version has been providBd 88 an altachment to this email

()

EXHIBIT 44 rise, Inc. elcet~~e~l a~~t4~et.4 Remollllt-SmAlltonIo, TX 78218. (2101 590-6629 SIlesdPM-enterprlse.com •_UCIISEa1085 .t.,..., lOOlI mP WUIU

.~. _~~).~~l~t~ lennle BrI", IOO61101lOS Mal!8berRer San Antonio, TX 78216

t ::::{·JQb;r".'m.ex~:~,'·: I Loa Cmllos Hauger • Ref. Electrical wlrlq ofJtew Los Cerrkos Hanger lIS follows: 0.00 • Sorvice: 0.00 20'- Duel bBnl fiGOA Raled sub ponel "MDP" Feeder 10 panel''MDP'' 400A Rated nb ptlDOl "LA" Feeder 10 pIlnel "LA" oLIghCfag: 0.00 PIOvlde and Inlall- II Slnsle poIa 5WItohes p

2- '-way IWltehol Ligldins OOIItIOls for Higb-Bay lighting In .llftnger area I4-Type "DU fixtures 9-1)pe "FA" filduteS I- Typo "PB" IJx1uro 32- Typo "HAil fixtures 4. Type "WP" fixtures 2- 'JY.pe "WW' fIxtmes 12-1)pe 'VS" fixturca .. Type "EM" tIxturos

Continue 10 the Dext page.

Nowaeceplillg a'i mqjor mdit CIlds.

EXHIBIT 44 . Duffels: 0.01> 3· 120V GPI outlets 1,· 120V \\'111 outlets 7· WlPoutltlJ In haaierarea Power b I- motorized louver 6- OED I20V OFJ outlets Power Co 2- air compressors Powor (0 1- waler hoater Power to 20 tallol CalIS In IIIlf1&CI' area oHVAC: 0.00 Provide power lo- 3- Air baJdIoJs 3- Outdoor AIC "nils 2- BxJI8USt Ilms. Reslrooms o Penult 0.00 • Bxcludos: *Dataltllfephonc Wiring *Fite Alaml 0.00 o Total Labor (lIon raxabte) 26,360.00 o Total Material 46.36O.OOT 0- AdderB for 8ddftfOuaJ wiring per revised drawinlS 11-2-12 as follows: (difference is betYIeellthe 85% and tbe JOO% drawlnp) Provide and Inata'l- .Panel LB and feeder M'"" _ " __ S4,981.00 ·Pauol LP RIId 1I=edor_ ..$S,$75.00 *l.lnverterPlllllI porlbeel BI02 note3 _ ..S1.SS7.00 *3·Alroraft power lIDils.._ "'"._ ..$3,9S0.00 .Power 10 motorized door control panel (ConhQls llol1acIuded) ..$1.215.00 • J20V power to powered wntIl.UOIlloveas _ _ .$1,575.00 .Po\ver to 2-1\11 81:1. _ _ _ ••Jf11S.oo *Power to 2oaddttlonal watemealers (Irlstall hots) _ _ SI,22S.00 Total ecldel'1•• _ ' M •••••N' n H , ...121.119.00 (This fnclucla C8XOJI all materials only)

This quote is good for 30 days. SubTotal $12,720.00 Tax (6.126%) $3,76G.7S

EXHIBIT 44 ~, ( \

()

EXHIBIT 44 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 29 C & S ENTERPRISE 1-14-2013 QUOTE ;

Prom: Jack Green <jgreenOSbswortd.net> Sent: Monday, January 14, 2013 4:Q4 PM To: Thomas Pillman Subject: Re: Electrician

Will do, currently in a meeting.

Jack Green sas Construction and DeveJopment Business DeveJopment 2J 0-789"1898

On Jan 14,2013. at 3:54 PM, "Thomas Pittman" <'[email protected]> wrote: HeJIo Jack.

Give me a call to talk about the electrioian. 11m going into a meeting now and should be out by 4:45. We want to make a change.

Thomas L. Pittman Dil'eCtor of Construction, Lewis Energy GIp. tpittm'[email protected] WOlle (210) 384-5892 cell: (210) 262"J686 10067 Jones Maltsberger San Antonio, Tx. 782J 6 THE ELECTRONIC TAANSMISSIOH (AtOOR THE DOCUMENTSACCOMPANYIHG IT) MAY CONTAIN CONFIDENTIAL INFOAfMTION BElONGING TO THE SENDER THAT IS PROTECTED J1YTHE ELECl'ROMG COMMUNICATIONS PfWAC'I ACT. 18U.S.Co SECnONS 2510AND H2f AND MAYBE LEeALLYPRMl£GED. Me ~ (N4ON4YAS8OCIATEDFILES) IS Ml!NDEDONLY FOR THE USE OF n£ IIClI\IIOlIAL OR ENTIT\' TO WHICH IT ISADDRE88EDANP MAY CONTAIN IfI"ORMATION THAT IS CONFIDENTIAL, SUBJECfTO OOPVRIGHT OR CONSTtTUTES"':TRADE BECAET. F YOU AM NOTTHE INTENDED RECIPIENT YOU ARE tEREBY NOTIFIED THAT NfY DISSEMINATION, COPYING Oft IlISTRl8UTtOMOF THIS MESSAGe, OR FILES ASSOCIAlEDWlTH THIS MESSAGE IS STRICTI.YPRoHI8ITED.1f YOU HAVE RECEIVED TfIS COMMUNlCAl'lON IN ERROR. PLe\SE NOTFY lEWIS eNERGVGROUP'S LEGAL DEPARTMeNT lMMEDlA1'ELY fiV TEl.S'HONe (2t0484-82OO) ANDOESTROY THE ORIGINAL MESSAGE.

MesSAGES SENT TOAND FROM US MAY BE MONITOREO. nwa< YOUl

( ~. ..

From: C & SEnterprise, Inc. <[email protected]> Sent: Monday, January 14, 2013 2:39 PM To: [email protected]; [email protected] Cc: [email protected] Subject: Revised estimate for los Cerritos Hangar Attachments: Proposa11840_from_C_S_EnterprIseJnc.pdf

Tom, hete Is the addel'8 for the Cerritos Hanger project, listed on the bottum of the original quote. these are the things I can see that ere not \he original drawing I haIIe.

Any queallons please give me a call.

Thanks, BobCBmw8th C & 8 Enterprlae, Inc. 210-590-6829 ._•••••••_._-- Proposal summary --._._•••_ •••• Proponl tI; 1840 Proposal Date: 0111412013 Total: $78,488.76 The complete version haa been provided a8 an atlachment to this email.

( . \-----/ ••e, Inc. Elce~4:e~l C~~~4~et~4 15SRllIIount·_ Antonio, TlC78Z18 ·1210) 590<6629 MletdPw-e"lerprfse.cotn- LIe. $!Calces .........,.........I..,.............,,~' ""....,.....ft...U ..........11111..........• ·,,·

kRllle Brigs 10061 JOIlC8 Maltsberaer S8n Antonio, TX 78216

I: .:':~ lQ.b~NainiHt~·/ I LoI Cerritos Han,er 0.00 0.00

0.00 C)

Contilllltl to the next paso. ":::;".. :;.;.~~:·;~~i..:.,'-···: .':.~~:':::;.:. .... ~ ....~< . . :",~' •.?<.~-.: :~..~.:/ .~(. 'AOUviay·· ';. i, ~".':~).:~~ .~:':J:; ~. ~:\t..'.:.~:.,~~: .:. ':~""~:: ~r~:~·· :.'i ~'.;~~<' ~;.~' :..r.,.~ :~.' ':-.• ~ ..ari1O~.~.:·.:· ..!.: ·Outlels: 0.00 3· 120V OFI outlets 11· 120V wall Ollilets 7- WIP outlets In IwIgor llrca Poww1Or I· motorlad louver 6- DED 120V OF! outlm Power to 2- air compt'CSSOl'S Powor 10 1· W8ter heater Power 10 2· Lallci filns in h8nger 1Il'e& ·IfVAC: 0.00 Provide power 10- 3- Airll8Udlers 3· Ouldoor Ate wtlts 2· BxIlaust flms. ReslfOOllIS • Penult 0.00 • Excludes: tOateltclephone WlrlRB *Flre Alarm 0.00 • Total Labor (non taxable) 26.360.00 .. • Total Material Adders for Iddltlollld wlrlna per revised drawfnga 11·2-12 as tbIlows: (dllTerence Is between dte 85% and the 46.360.00T

100% drawings) Provide and Instill!- *Punel LB and fecderM M .$4,987.00 " _ _ Mm tPaneI LF d Jlleder "_ _ _ ..$5.575.00 *J.Jovet1erpane! persbeetEI02 note3 _ •..$J,sS7.00 *3-Alrcraft power "nltS M $3"SO'OO " ". .M _

*1'0\\,... 10 molorlzed door C:OJ1trol pallet (Controls not Includld) SJ,27S.oo *120V pow« 10 powered wntJIatioIlI0\'al .$1.575'OO MM t}'o\VOl" to 2-1\11 cllaraera.. _ .$97S.00 "Ntl _ ••• _ _ " *Power to .1-addltfClAlli w!tterhoters (Instant hots)..H.H $I~'OO () TolalllClden malerialsollly) _ M M._ _ H$2J,119.00 (TItls IJlCllIdes tax on all

This quote is good for 30 days. SUbTotal $72.720.00 Tax (8.126%) $3.766.75

L/ ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 30 TRI-BAR VALUATION OF Cj LIGHTING GEAR ... .....:1 _

Bob Camwath <[email protected])l nt: Wednesday, June 26, 2013 5:02 PM Subject: Re: Ught fixtures left onsite

Yes, the cost on what was left behind was around $10,000.00 Bob Carnwath lSS Remount San Antonio, TX 78218 bob@c-s-enterprlse,CQml phone #210-995-2185 Ifax #210-967-6613 \VWw.c-s-enterprlse.com C&S Enterprise supports thefundralsing Initiative: Web: www,lImellghtproducts.Det Electrical Contractor

From: Daniel Boddie rmalltojdanlelblalboden!!c.t:m]] sent: Wednesday, June 26, 2013 04:54 PM To: Jennifer Swisher <jswisher@!ewlsener9Y,com>i Bob Camwath SUbject: Re: light fixtures left onslte Bob, .1 you ball park the cost ofthe fixtures left on site for Ms. Swisher?

Thanks, Daniel BoddIe I Partner BoDen, LLC I 210.885.9537 cell I 11550 I.H! 10 West, Suite 395A san Antonio, 1)( 78230

BoDen Legal Disclaimer: This email may contain confidential Information, If this email is not intended for you, you must not disclose or use the Information contained In It, Ifyou received this email In error, please notify us immediately via return email and delete all Information.

From: Jennifer Swisher <!swlsher@!ewlsenemv.com> Date: Wednesday, June 26, 2013 4:15 PM To: Daniel Boddie <danie/b@bodenllc,com> Subject: RE: Ught fIXtures left onsite J we have prices for all of these? Could we get some from Bob camwath? We need to see what these fixtures cost so we will know Ifthe nen against us by the electrician are sufficient for not.

EXHIBIT 58 Thanks,

Lewis EnergyGroup' Jennifer Swisher, Construction Coordinator 10067 Jones Maltsberger, San Antonio, Tx, 78216 Email: !swlsber'lewisenergy.cQm Phone: (210) 384-5036 Cell: (210) 240·2677

From: Daniel Boddie [maOtDidanlelb@boc!en!lc.com] Sent: Wednesday, June 26, 2013 10:33 AM To: Jennifer SwIsher SUbject: light fixtures left onslte Jennifer, This is the list from Bob C8mwath regarding quantities offlxtures left behind at thejobslte.

Thanks, '11e1 BoddIe I Partner Jen, LLC I 210,885.9537 cell I () ~1550 I.H. 10 West, Suite 395A San Antonio, IX 18230

BoDen Legal Disclaimer: This email may contain confidential Information. If this email Is not Intended for you, you must not disclose or use the Information contained In it. If you received this email in error, please notify us Immediately via retum email and delete all information.

m THE ELECTRONIC TRANSMISSION (ANDIOR THE DOCUMENTS ACCOMPANYING MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTEO BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRMI.EGEO. THIS MESSAGE (JM) ANY ASSOCIATED FILES) IS INTENOEDONLY FOR THE USE OF THE 'NDIVIDUALOR ENTITY TO WHICH rr IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL. SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOQATED wrrH THIS MESSAGE IS STRICTLY PROtfBrrED.IF YOU HAVE RECEIVED THIS OOMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUPS LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAl. MESSAGE. MESSAGES SENT TO AND FROM us MAY BE MONTORED. THANK YOU!

EXHIBIT 58 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 31 NOV 2 - 4 2012 TRI-BAR EMAILS From: Rod lewis Sent: Friday, November 02, 2012 9:18 PM To: Thomas Pittman; John Grable; Craig Rosenstein ee: '[email protected]'; Garrett Glass; Parnak Charkhchi; Tony Trevino Subject: Re: Uvalde Hangar building delivery

Tony W-Iet's take care of this asap. Give me your opinion and let's make a quick decision.

Garrett- hold all payments to this company until further notice I Thanks.

From: Thomas PIttman Sent: Friday, November 02, 201209:07 PM To: '[email protected]' <[email protected]>i Rod Lewis; Craig Rosenstein SUbject: Re: Uvalde Hangar building delivery Time to cut the cord. I don't want to hear the next excuse from them. this Is as. If we don't do this now they will continue to screw us.

From: John Grable [mallto:[email protected]] Sent: Friday, November 02, 2012 08:27 PM To: Thomas Pittman ee: Rod Lewlsi Pamak Charkhchlj [email protected] <[email protected]>j Matthew Martinez <[email protected]> iubject: Re: Uvalde Hangar building delivery Thanks Tom Rod this Initiative has been In progress since we met October 22.

The contract has a check and balance system to protect you

John Grable FAIA www.lohngrable.com On Nov 2, 2012, at 8:03 PM, IIThomas Pittman" <[email protected]> wrote: Rod, upon delivery they need to give us erection drawings and certification that the building meets the specs. We will verify the gauge etc. I think we need to terminate the contract with them. I have Neena working on it. They have breached as far as I'm concerned. We can finish this ourselves.

Talk is cheap with them.

From: Rod Lewis Sent: Friday,. November 02, 201207:28 PM To: '[email protected]' <[email protected]> From: Rod Lewis Sent: Friday, November 02, 2012 9:18 PM To: Thomas Pittman; John Grable; Craig Rosenstein Cc: '[email protected]'; Garrett Glass; Parnak Charkhchi; Tony Trevino Subject: Re: Uvalde Hangar building delivery

Tony W-Iet's take care of this asap. Give me your opinion and let's make a quick decIsion.

Garrett- hold a/l payments to this company until further notice I Thanks.

From: Thomas PIttman Sent: Friday, November 02, 201209:07 PM To: '[email protected]' <[email protected]>i Rod Lewis; Craig Rosenstein Subject: Re: Uvalde Hangar building delivery Time to cut the cord. I don't want to hear the next excuse from them. this is as. If we don't do this now they will continue to screw us.

From: John Grable [mallto:[email protected]] Sent: Friday, November 02, 2012 08:27 PM To: Thomas Pittman Cc: Rod Lewis; Parnak Charkhchlj [email protected] <tony@welgandcmc,com>; Matthew Martinez <[email protected]> ")ubject: Re: Uvalde Hangar building delivery Thanks Tom Rod this initiative has been in progress since we met October 22.

The contract has a check and balance system to protect you

John Grable FAIA www.lohngrable.com On Nov 2, 2012, at 8:03 PM, ''Thomas Pittman" <[email protected]> wrote: Rod, upon delivery they need to give us erection drawings and certification that the building meets the specs. We will verify the gauge etc. I think we need to terminate the contract with them. I have Neena working on It. They have breached as far as I'm concerned. We can finish this ourselves.

Talk Is cheap with them.

From: Rod Lewis Sent: Friday,. November 02, 2012 07:28 PM To: '[email protected]' <[email protected]> To: John Grable Cc: Parnak Charkhchij '[email protected]'i Thomas Plttmanj Matthew Martinez Subject~ Re: Uvalde Hangar building delivery Is the metal coming painted the color we want? If not should we paint it on the ground or in the air? What color is the metal coming painted? What kind of paint?

Is it a good selection for quality?

From: John Grable [mallto:jgrable@johngrab1e,com] Sent: Saturdav, November 03, 201201:14 PM To: Rod lewis Cc: Parnak Charkhchlj tony@weigandcmc,com <[email protected]>i Thomas Plttmani Matthew Martinez <[email protected]>i Tony Trevino Subject: Re: Uvalde Hangar building delivery Ves Rod the building ties It self together Using masonry and steel frame and cross bracing. Believe for all the loads including 90 mph wind Lover 360 pretty stout- but ~ masonry stiffens It up to a stout mass. Yes Insulated roof and walls to protect interIor contents when no one at structure.

Cupola and clerestory Windows add cross ventilation when doors closed.

Masonry walls are upgraded to concrete block backup for stone exterior - all work together. Low maintenance system too.

Interior has combination of cmu the D Panel metal panels above with the exotic Brazilian Angellm wood siding with low maintenance clear polyurethane sealer for rich rosewood teak finish as displayed on GC material wall. Hangar material palette rich and functional as all three materIal blend well...remlnds me of the richness that old ocean liners had a century ago but still modern but timeless I am so angry we have been tooled around but untrue statements, Tom Pand I have major backup and contingency plans to protect this project and get Into use for the purpose design We have hammers In both hands now...no more bs from anyone No one deserves this sir John Grable FAIA ·1 rrom: Thomas Pittman <[email protected]> Sent: Saturday, November 03, 2012 9:59 PM To: Rod Lewis; [email protected] Cc: Parnak Charkhchi; '[email protected]' Subject: Re: Uvalde Hangar building delivery

Rod best case. We get the building in full they get it and erect It. If they fuck up the erection we hammer them. We take over the project were golden.

From: Rod Lewis Sent: Saturday, November 03, 2012 08:56 PM To: '[email protected]' <[email protected]> Cc: Parnak Charkhchlj '[email protected]' <[email protected]>i Thomas Pittman Subject: Re: Uvalde Hangar building delivery I am ready to move forward with selections now John. Let's proceed as we have discussed and you have Identified.

What I don't understand right now and we should hold for discussion is how we move forward with this project. So before ordering material, I will have to discuss with Tony Wand Tom how we plan to proceed. This can be done In the next 48 hours.

Thanks. irom: John Grable [mailto:[email protected]] sent: Saturday, November 03,201206:10 PM To: Rod Lewis Cc: Parnak Charkhchli [email protected] <[email protected]>i Thomas Pittman Subject: Re: Uvalde Hangar building delivery Rod So glad to hear GG running sweet Has to be a thrill up there behind the stickl Material selection deadlines are now as materials need to be ordered and there are lead times on stone that may require 4 -6 weeks for delivery Same for clerestory windows Metal panels are 2 weeks out Angellm wood In Austin but the sooner you approve I want to go to their warehouse and "cherry pick" the best color and grains-lengths of 20 no problem for material!

In a nutshell this Is very Important and I want you comfortable with selects- again we can discuss in person M-W If desired J will be therel Thanks

John Grable FAIA From: John Grable <[email protected]> Sent: Sunday, November 04, 2012 7:14 AM To: Rod lewis Cc: Pamak Charkhchi; [email protected]; Thomas Pittman Subjed: Re: Uvalde Hangar building delivery

Rod I have been operating this way since our 10 -22-12 mtg when you mentioned option 3 as an alternative...

All efforts have been to prepare for this event and organize project remaining design decisions Respectfully

John Grable FAIA www.lohngrable.com On Nov 4, 2012, at 5:53 AM, "Rod lewis" <[email protected]> wrote: ,./-\ John- Tony Wand Tom will be getting me all the facts. Until 1decide which route I will take, I suggest you ~-) don't order anything or commit to any spending of money until you hear from on of them with my decision.

Thanks.

From: John Grable [mallto:[email protected]] Sent: Saturday, November 03, 2012 08:44 PM To: Rod Lewis Cc: Parnak Charkhchii [email protected] <[email protected]>; Thomas Pittman Subject: Re: Uvalde Hangar building delivery Rod This Is great news We will proceed after careful discussion on alternative plans per Tom Pittman John Grable FAIA www.lohngrable.com On Nov 3, 2012, at 8:58 PM, "Rod lewis" <[email protected]> wrote: I am ready to move forward with selections now John. Let's proceed as we have discussed and you have identified.

What I don't understand right now and we should hold for discussion Is how we move forward with this project. So before ordering material, I will have to discuss with Tony W ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 32 NOV 26 - 28 2012 TRI-BAR EMAILS From: Thomas Pittman <[email protected]> Sent: Monday, November 26, 2012 10:06 AM To: [email protected]' SUbject: Fw: uvalde hangar

From: Tony Weigand [mallto:[email protected]] Sent: Sunday, November 25,201211:03 AM To: Rod Lewis ee: Thomas Plttmanj Parnak Charkhchl Subject: Re: uvalde hangar Rod, I'll go visit the project myself this week. I'll also get with Tom and John for a thorough review. We'll get a handle on what's going on. I'll get back to you asap.

Tony On Nov 25, 2012, at 8:14, Rod Lewis <[email protected]> wrote: Tony- I was out visiting the site last week and have noticed that this project Is really still in slow motion. I saw only 3 guys working on erecting the building and it was going very slow. I am also a little surprised at the quality of the building. Very thin metal structure, much thinner steel than we have at our other hangars. I reallv want to look at what we have to do to strengthen this building to our over-built specs. I don't want to have any of my expensive a!rplanes In this structure during a storm and it collapses. I guess we can add more cabling or additional metal bracing where we might need it. Let me know your thoughts.

This brings up another subject and that is saving money by lowering quality. I am not a fan of that method of saving money. I want the highest quality, mostly overbuilt but for the best price we can get it at. I think John G sometimes sacrifices quality for cost. And this Is not my aim. Not in something I will directly use or occupy.

To me what I witnessed over a couple of days last week is stili a shoddy operation. They did not have the proper lifting equipment or cranes to make the job go smoothly. And they were basically shimmying the metal runners foot bV foot along the trusses to place them, wasting a lot of time. They are not using pneumatic or electric tools to tighten the bolts and I would have a concern about that as well. Let's get some real supervision and quality control on this project Tony. I am not happy with what I am seeing.

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2621 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION 'THAT IS CONFIDENTIAL, SUBJEC'T TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE.

MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOUI Bob Cardin has reserved the Polatus PC12 for the flight and travel time to site is about 35 minutes each way.

Respectfully John

<image003.jpg> www.iohngrable.com

From: Tony Weigand rmallto:[email protected]] Sent: Monday, November 26,20122:21 PM To: Rod leWis eel John Grable; Parnak Charkhchl; Thomas Plttmao; Matthew Martinez; Bob CardIn Subject: Re: Uvalde Hangar flight request site visit John Can you delay this trip until Thursday afternoon? I would like to attend and have other meetings on Wednesday and Thursday am.

Tony General Manager 26 Nov 2012, at 14:12, Rod lewis <[email protected]> wrote: 10ho- I guess you got the jest of my email to the guys. I wlll feel much more comfortable after we get the torqued checked out and the metal thickness verified.

On location of the fueling station that looks good to me, but coordinate with Bob Cas he know what we need and where we need It.

On aircraft, you are welcome to fly out in the Cirrus If it is still there. If not the Pilatus. Thanks.

From: John Grable [mallto:[email protected]] Sent: Monday, November 26, 20122:28 PM To: Rod Lewis eel Parnak Charkhchl; Tony Weigand; Thomas Pittman; Matthew Martinez Subject: Uvalde Hangar flight request site vIsit Rod I appreciate your desire to react quickly to Rod's concerns. I hope the review went well. I expect your report today.

Next time I request to attend a meeting like thlsl I would appreciate more effort on your part to accomodate my schedule. This project, as are all projects being executed by GCC on any of Rod's properties, are now part of my responsibilitIes. You l Tom, and I could have taken this opportunity to work on a number of different Issues during the flight while ensuring we are allan the same page in regards to the activities at Uvalde.

Tony

---.--- Original Message -------- SUbject: RE: Uvalde Hangar flight request site visit From: John Grable <[email protected]> Date: Man, November 26, 20124:26 pm To: Tony Weigand <[email protected]> Tony My apologies but I can only get the Structural Engineer and Tom Pittman to the site on Wed at 10 am and cannot reschedule for Thursday Their schedules are fuJI and We must act quickly to ease Rod's mind on these issues- (I know I am preaching to the choir on this one)1 We can report back to you later on that afternoon or call In at the site to you to discuss all that is discovered. I plan on extensive photo documentation and scrutiny by all.

If the building proves to be everything that is specified and has passed not only our reviews - JGA, Ge, and Synergy Engineering as well as the Schulte Building Systems we are then in a position to decide whether we want to continue with the less than satisfactory performance of SBS. I know that Tom Pittman has been pricing completion of the hangar structure with his group of qualified subs and suppliers so that a Alternative Plan of action can be presented and considered as a viable alternative.

The failure of SBS to perform In a timely matter and within the project schedule has been severely compromised and is a great source of frustration to Rod as welf as the rest of his team. I know you are managing many fires throughout Rod's world and our goal here Is not to upstage anyone in anyway but solve this nagging problem - one way or another - so Rod can have peace of mind. This project Is supposed to be a fun endeavor but has turn sour months ago and we have been laboring to resolve this intolerable Issue.

I trust this Is satisfactory to you...Is there any way you can adjust your morning schedule to depart with us at Hangar 3 at 8:30 am on Wed. as we should return by 1 am same day. It sure would be a great for team. ;rom: John Grable <[email protected]> Sent: Wednesday, November 28, 2012 6:50 AM To: Thomas Pittman Subject: Fwd: Uvalde Hangar flight request site visit

I forgot to copy you Want to provide you with a heads tip as Rod's interests are injeopal'dy if we don't act quickly to protect his interests I am ready to move forward on the alternative plan after i heard SBS has only 4 workers at site yesterday when they stated they would have 6. They are not performing per their schedule or word.

See you at ten!

J John Grable FAIA wwwJohngrable.com Begin forwarded message: From: John Grable <[email protected]> Date: November 28~ 2012,6:44:16 AM CST To: "[email protected]" <[email protected]> Subject: Re: Uvalde Hangar flight request site visit Tony Lets all meet when we return?

I know this is very important and the iSS\leS on this project are at a critical mass Rod is not happy and this is a unacceptable situation that must be resolved immediately Please provide a time we can meet on this based 011 your schedule Thank you John

Jolm GIable FAlA www.joIUlgrable.com On Nov 28, 2012, at 6:37 AM, [email protected] <[email protected]> wrote: John,

From: John Grable <[email protected]> Sent: Wednesday. November 28, 2012 6:38 PM To: Rod Lewis Cc: Parnak Charkhchi; '[email protected]'; Thomas Pittman; Matthew Martinez Subject: RE: Re:

Yes Rod they are - finally.

Tom P and I "tagged teamed" them at separate times during site meeting like "Junk yard dogs".

They know how unhappy someone can be.

Tom Pstated under no circumstances will we allow only 2 workers on site - only full staff is expectable.

We are still managing this crisis with the above techniques mentioned while formulating a "Alternate Plan BII by pricing an "in house" GCC takeover solution to get this project done once they make any more mistakes.

Rod on another note...

Hangar building is beautiful and fits well with the land - want this project to be fun and exciting for you - not the way it has progress thus far with the PEMB building delav.

We are not letting up pressure for one moment on this stubborn dog.

Respectfully John www./ohngrable.com

----Original Message----- From: Rod Lewis [mailto:[email protected]] Sent: Wednesday, November 28, 2012 6:26 PM To: John Grable CC: Parnak Charkhchl; [email protected]'; Thomas Pittman; Matthew Martinez Subject: Re: Re: Looks like they are making progress. Than~s for the pies ----- Original Message ~--- From: John Grable [mailto:[email protected]) Sent: Wednesday, November 28, 2012 05:12 PM To: Rod lewis CC: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman; Matthew Martinez <[email protected]> .

Subject: Re: Re: THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT EXHIBIT 33 WORK ALLEGED TO BE REI Exterior wiring roughed in, wrong wire size. Wire needs to be demolished due to incorrect Installation.

I,

Wire needs to be demolished due to incorrect \

TR_ 01805 Conduit roughed in with wire pulled. Wire pulled at incorrect length and size. Wire needs to be demolished due to incorrect installation.

R6 ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT ELECTRIC SUPPLIES ON PROJECT DATE COMPANY INVOICE AMOUNT

11/1412011 City Electric Supply $ 30,250.00 (Gear Packet Estimate)

10/2212012 - Crawford PO-124-0 1 RECAP $ 5,250.00 11/0912012

10124/2012 - Crawford PO-124-02 RECAP $ 15,900.00 12/07/2012

12/05/2012 Crawford SOO1640015.001 $ 5,910.76 (lmpaid)

12/17/2012 Crawford SOO1776706.001 $ 1,618.98

12129/2012 Elliot Electric Supply 33-06443-01 $ 747.00

$ 23,515.98 (base raw cost) C := Rlch_rC'l ~r ...._

'- • 4 $ City Electric Supp~ 2 . 1 . 4 4• • •0 3 . 0 1 . 1 ... 44. . . .0 4 8 ..

Quote Ref: Hangar Date: 1111412011 Contractor: Robertson Electric Type Description Qty Lamps Cost Ext Cost Subject to Approval DL Fixture w I Lamps 13 Yes FA Fixture w I Lamps 9 Yes FB Fixture w I Lamps 1 Yes HA Fixture w I Lamps 29 Yes HAlNL WP Fixture w 1 Lamps Fixture w 1 Lamps 4 3 Yes Yes Ort/I" ",I WW VS Fixture w 1 Lamps Fixture w I Lamps Yes Yes til c.,11"'; (}vof( EM Fixture w 1 Lamps 8 Yes XA Fixture w I Lamps 1 Yes Lot $25,300.00 $25,300.00 Switchgear Includes Panelboards 2 Disconnects 12 Ltg Contactors 2 Metercan 1 Lot Price $4,950.00 $4,950.00

No Tax 530,250.00

Quote Ref: Date: 11/10/2010 Contractor: '-' :' ; Page'l of'l i 'i1:,~ ~.;) {.' /,",' .' :-,-. i ,~) r~ .. . eRA 11 FOIl/) EU'emll' SIJI'I'l.)" 0/0" NOUSTON 73~(} NOIl1I1('(llIl?T 1I(){lSW."'. 'J:\' ~7(J.J1! Erik SCfIi/ldeH'1f1j Project Sab PH. 713-476..()iH8 JOB: LOS CERRITOS HANGER FAX 713-476-0674

DATE: 11-.Jull-12 Price:;. arc EO.B. ~i)ipping pnim. lll1h..'Ss npt~d. SUllicCl H\ tcnns (lilt! ":1.1IJdiljI1l1~ 0I'C"'''')l>rd Ekc'lde Stll~J1y and ",." ;\\'ai1d,k TO: ,fERRO!} lIpnn n:qik'fil. /\11 tlllnWlinn." ~llC valid C'U:ROBERTSON I~lr .\('1 d<'l.Y~ unk'!\."i \)lll\.'li\i::-C nol~d.

\vr: ARE PLEASED TO QUOTE THE r0LLOWlNO BILL Or- Mil TERlAL. PLEASE REVfl:W AND CUNTAC'T ME II- CIlANGES NEED TO BE. [\'lADE

GEAR OPTION #2 $ 5,950.{)O I I----+------I-::':..=-,:=.....;;.,.::,,-::~;:;..::..:...._:_:_=::__:_:_:::_:::_----------'_ll-----_+_-----·-----=--j I PANELMOP-600AMCBN3R I I PANEL LA - 40C:1.:..A:..:M:;=L:::;.O l I ---1I- -i1 1--~~:......._+ -Ir.:-N:.;.,I':7S::::Ai:I'::;.E1==_·Y_::_:=:_S\:'_7v:::_nc..:·C==·H:::;;E::';:S;;__------------+----.--f-----il--.-----I 1_ _:....1_ _+ +'L:~[C::.:I~H..:..T.:.:.1N:..::G:_JC.::.;..~O.:...:Nc.:.T.:..:A..::.C..:..T.;;:;O.:..:R _j-----_-t-----t-_--___1 +=-----~ 1--.---+------\--------------- ___--'- ._=t= . --------.t-E---·~-=--=-----~--_~=_-_-·=_===_t= ...........c __-~-.-.-_ -_- -.~~~-j RECAP-GEAR

r " Robertson Electric, Incorporated " TECL216U ." PO 124-01 RECAP VENDOR: CRAWFORD PO AMOUNT $5,250.00 JOB NAME: LOS CERRITOS-GEAR CHANGE ORDERS $0.00 PO TOTAL ·$5,250.00 DATE INVOICE OICEAMT BALANCE 10/22/12 639779.001 $846.76 $4,403.24 10/24/12 639779.003 $659.51 $3,743.73 11/09/12 639779.005 $3,743.73 $0.00 $0.00

Page 1 iNVOICE If-- Locations to serve you: Alice, TX /I ".. . . . -iJ~ CRAWFORD L ELECTRIC SUPPLY 7390 NORTHCOURT RD Auslin, TX Bryan/College Slation, TX ...... ",., HOUSTON TX 77040-4379 Beaumont, TX Crawford Electric Supply 713-476.0788 Fax 713-263-1731 Conroe, TX Corpus Christi, TX Dallas, TX Fort Worth, TX Houston, TX CRAWFORD ELECTRIC SUPPLY Killeen, TX New Braunfels, TX P.O. BOX 847160 Mission, TX DALLAS TX 75284-7160 New Orleans, LA San Antonio, TX SOLD TO: 10901 ABO.374 EOOl5 10029 0569259224 P1220252 0002;0003 SHIPPED TO: 62970 1111111111111111111111"111111111"11'llm'I"IIIIIII,.II"11111 C12-124 LOS CERRITOS HANGER ROBERTSON ELECTRIC, INC. C/O ROBERTSON ELECTRIC, INC. DERRICK DR C/O CRAWFORD ELECTRIC HUMBLE TX 77338-5033 7390 NORTHCOURT RD HOUSTON TX 77040-4379

"LOT BILLING SOD 846.76 ea 846.76 This Lot consists of: Type Description Ship Qly Q2C #31805683 DU321RB 6 DU322RB 2 8903LG60V02 1

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 846.76 All payments are due by 11/25/12. S&HCHARGES SALES TAX 0.00 lmplete terms and conditions please visit .. dwww,cescoltcl comJCustomerslCESCQ Cre<iitADDl;ca!ion 0209,001 TOTAL DUE 846.76 ~ sonepat' us.

Page 1 of 1 0002:0003 Locations to serve you: INVOICE 6----i} L C:::I L UJ CRAWFORD ELECTRIC SUPPLY 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Alice, TX Austin, TX Bryan/College Station, TX Beaumont, TX Conroe, TX Crawford Electric Supply 713-476.()788 Fax 713·263·1731 Corpus Christi, TX Dallas, TX Fort Worth. TX Houston, TX 'CRAWFORD ELECTRIC SUPPLY Killeen, TX New Braunfels, TX P.O. BOX 847160 Mission. TX DALLAS TX 75284-7160 New Orleans. LA San Antonio. TX SOLD TO: 1292 SP 0.650 E0129 11039 D570515054P1222269 0007:0008 SHIPPED TO: 62970 I111I11111111 hllllllllllll'lllh 11111111111111'11111111111111111 ROBERTSON ELECTRIC, INC. DERRICK DR HUMBLE TX 77338-5033

IILOT BILLING SaD 659.51 ea 659.51 This Lot consists of: Type Description Ship aty Q2C #31805683 LA MH50BE 1 HC4268WP 1

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 659.51 All payments are due by 11/25/12. S& H CHARGES SALES TAX 0.00 :)mplele terms and conditions please visit dtwww.cescoltd.comlClIslomerslCESCQ CredjtApplicatjon Q2Q9.odf TOTAL DUE 659.51

sonepa,. uso

Page 1 of 1 0007:0008 INVOICE It-......i Locations to serve you: Alice, TX CRAWFORD ELECTRIC SUPPLY Austin, TX '- C::I L UJ 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Bryan/College Stalion, TX Beaumont, TX Crawford Electric Supply 713-476..Q788 Fax 713-263-1731 Conroe, TX Corpus Chrisii, TX Dallas,TX Fort Worth. TX Houston, TX CRAWFORD ELECTRIC SUPPLY Killeen, TX New Braunfels, TX P.O. BOX 847160 .

Mission, TX DALLAS TX 75284-7160 New Orleans, LA SOLO TO: .San Antonio. TX 18711 AB 0.374 E0035X 10064 0580562131 P1243516 0001:0001 SHIPPED TO: 62970 11'111 "h'I"nlllllllllrlllIlIllIll'llllIllhll II 1111111111111 k:~~~ ~ ROBERTSON ELECTRIC, INC. P~)9'~Vb~~ C12-124 LOS CERRITOS HANGER ~~ ~ 231 DERRICK DR t.\~,.,. 7 CIO ROBERTSON ELECTRIC, INC. ~ CIO CRAWFORD ELE9TRIC ~ HUMBLE TX 77338-5033 ''"<.._./ 7390 NORTHCOURT RD ,~, HOUSTON TX n040-4379

"LOT BILLING SOD 3,743.73 ea 3,743.73 This Lot consists of: Type Description Ship Qty 02C #31805683 LA NO MLPNL INT 1 LA NC50VS 1 MOP I-LINE MB PNL INT 1 '-

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 3,743.73 All payments are due by 12125/12. S&H CHARGES SALES TAX 0.00 complete terms and conditions please visit ·//www.cescolld comICustomers/CESCQ CreditApolicatloo 0209 Ddf TOTAL DUE 3,743.73

sonepar usa

Page '1 of 1 0001:0001 RECAP-LTG

,-- " RobertsonElectric,Incorporated '- .-/ TECL21614 PO 124-02 RECAP VENDOR: CRAWFORD PO AMOUNT $15,900.00 JOB NAME: LOS CERRITOS-LTG CHANGE ORDERS $0.00 . $lS,9dbJ)0 DATE BALANCE 10/24/12 639935.001 $15,064.33 10/25/12 639935.003 $15,009.96 10/25/12 639935.005 $14,332.01 10/26/12 639935.007 $9,357.26 10/26/12 639935.009 $8,285.21 10/26/12 639935.011 $7,350.55 11/19/12 639935.013 $6,873.87 11/19/12 639935.015 $6,140.00 11/21/12 640158.001 $5,910.76 12/07/12 640015.001 $0.00 $0.00 $0.00

Page 1 Locations to serve you: INVOICE 6-.-- '- r: L- i) ::J IJ, CRAWFORD ELECTRIC SUPPLY 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Alice, TX Austin. TX Bryan/College Station, TX Beaumont, TX Crawford Eiectric Supply 713-476-0788 Fax 713·263·1731 Conroe, TX Corpus Christi, TX Dallas, TX Fort Worth, TX Houston, TX CRAWFORD ELECTRIC SUPPLY Killeen, TX New Braunfels, TX P.O. BOX 847160 Mission, TX DALLAS TX 75284-7160 New Orleans, LA San Antonio, TX SOLD TO: 1292 SP 0.650 E0129 11038 D570515053 P1222269 0006:0008 SHIPPED TO: 62970 111111111111111"1111111'1111111111111111'11111'1111111111'111111. ,-" _~~ C12·124 LOS CERRITOS HANGER ROBERTSON ELECTRIC, INC. /":\';~~}\ C/O ROBERTSON ELECTRIC, INC. ~t~~~~~~~~ii8-5033 {,\~\~ ..-... t,_.;:::~.,., _/~ C/O CRAWFORD ELECTRIC 7390 NORTHCOURT RD HOUSTON TX 77040-4379

IILOT BILLING COOPERLT 835.67 ea 835.67 This Lot consists of: Type Description Ship Qty COOPER LIGHTING QUOTE #331·40676·001 DL C6142E 14

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 835.67 All payments are due by 11/25/12. S&H CHARGES SALES TAX 0.00 )mplete terms and conditions please visit . :ilwww cescolld.com/Cystomers/CESCQ CreclitAQplicalion Q2Q9 pdf TOTAL DUE 835.67

50nepac U$a

Page 1 of 1 J006:0008 iNVOICE It-_.. .i Locations to serve you: Alice, TX CRAWFORD ELECTRIC SUPPLY Austin. TX L C::I L UJ 7390 NORTHCOURT RD HOUSTON TX 770404379 Bryan/College Station, TX Beaumont. TX Crawford Electric Sllpply 713-476-0788 Fax 713-263·1731 Conroe, TX Corpus Christi, TX Dallas. TX Fort Worth, TX Houston, TX Killeen, TX CRAWFORD ELECTRIC SUPPLY New Braunfels, TX P.O. BOX 847160 Mission, TX DALLAS TX 75284-7160 New Orleans, LA San Anlonio, TX SOLD TO: 6921 AB 0.374 EOO27X 1005805712331161>12231680001:0003 SHIPPED TO: 62970 11111111111111111111111111111111111 hlllllllllllllll'llfllll"II~!iii~l~~\fl;'~~\ t i;) fq 1tg,/ C12-124 LOS CERRITOS HANGER Ii .

ROBERTSON ELECTRIC, INC. DERRICK DR HUMBLE TX 77338-5033 \~·~"··"-:::I """q,.•,,"",",' CIO ROBERTSON ELECTRIC, INC. C/O CRAWFORD ELECTRIC 7390 NORTHCOURT RD HOUSTON TX n040-4379

ALOT BILLING COOPERLT 1 54.37 ea 54.37 This Lot consists of: Type Description Ship Qty COOPER LIGHTING QUOTE #331-40676-001 FB WN-228T5A-UNV-EBT1-U 1

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 54.37 All payments are due by 11/25/12. S &HCHARGES SALES TAX 0.00 amplete terms and conditions please visit .• .••(lwww.cescoltd.com/CustomersICESCQ CredltAoohcatiQo 0209.Ddf TOTAL DUE 54.37 q$ sonepar ll:!o.a

Page 1 of 1 nnm:nnn:l iNVOICE r:: ::I L. i Locations to serve you: 6-_..- L UJ CRAWFORD ELECTRIC SUPPLY 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Alice, TX Austin, TX Bryan/College Station, TX Beaumont, TX Crawford Electric Supply 713-476-0788 Fax 713·263·1731 Conroe. TX Corpus Christi. TX Dallas, TX Fort Worth, TX Houston, TX CRAWFORD ELECTRIC SUPPLY Killeen. TX New Braunfels, TX P.O. BOX 847160 Mission, TX DALLAS TX 75284-7160 New Orleans, LA San Antonio. TX SOLO TO: 6921 AB 0.374 EOOZ7 100590571233118 P12Z3168 0002:0003 SHIPPED TO: 62970 11"'1 11 "1 1'1·111111·lIlllhllll·IIIII.1I11hll'I'IlIllI'II"111 ROBERTSON ELECTRIC, INC. C12·124 LOS CERRITOS HANGER CIO ROBERTSON ELECTRIC, INC. DERRICK DR CIO CRAWFORD ELECTRIC HUMBLE TX 77338-5033 7390 NORTHCOURT RD HOUSTON TX 77040-4379

"LOT BILLING COOPERLT 677.95 ea 677.95 This Lot consists of: Type Description Ship Qty COOPER LIGHTING QUOTE #331-40676-001 WP XTOR3A-PC1 4

THANK YOU FOR YOUR BUSINESSl

SUBTOTAL 677.95 All payments are due by 11/25/12. s&H CHARGES SALES TAX 0.00 complete terms and conditions please visit /:IIwww.cescoltd comlCustomerslCESCO CreditAoplicatlon 0209.Pdf TOTAL DUE 677.95

sonepar usa-

Page 1 of 1 0002:0003 Locations to serve you: INVOICE 6--- L. I. C::J -il~ CRAWFORD ELECTRIC SUPPLY 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Alice, TX Austin. TX Bryan/College Station, TX Beaumont, TX Crawford Elech'ic Supply 713-476-0788 Fax 713·263-1731 Conroe, TX Corpus Christi, TX Dallas, TX Fort Worth. TX Houston. TX CRAWFORD ELECTRIC SUPPLY Killeen, TX New Braunfels, TX P.O. BOX 847100 Mission, TX DALLAS TX 75284-7160 New Orleans, LA San Antonio, TX SOLD TO: 1861 1AT 0.374 E0044X 100670572229422 P1227186 0001:0003 SHIPPED TO: 62970 111,111"1111'111'11111111,111111111,lrlllll'h il 111 11 1'111'11 111 •.-... m ~ ROBERTSON ELECTRIC, INC. ;{;n't~~~ \~ 't\\,;;) C12·124 LOS CERRITOS HANGER CIO ROBERTSON ELECTRIC, INC. / 1~ L L( d \

.

231 DERRICK DR HUMBLE TX 77338-5033 \ ~- C/O CRAWFORD ELECTRIC L. '\.~ " r- 7390 NORTHCOURT RD -..",........

HOUSTON TX 77040-4379

ALOT BILLING COOPERLT 4,974.75 ea 4,974.75 This Lot consists of: . Type Description Ship Qty COOPER LIGHTING QUOTE #331-40676-001 HA HBL654WHT5-UPL-L5 32

-

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 4,974.75 All payments are due by 12/25/12. S&HCHARGES SALES TAX 0.00 complete terms and conditions please visit ./Iwww.cescoltd.com/CustomersICESCQ CreditAppljcatioo Q2Q9.odf TOTAL DUE 4,974.75

sonepar "SO Page 1 of'1 0001:0003 Locations to serve you: INVOICE 6--- -ilU L I: ::I L. CRAWFORD ELECTRIC SUPPLY 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Alice, TX Austin, TX Bryan/College Station. TX Beaumont, TX Conroe, TX Cr.1wford Electric Supply 713-476..()78a Fax 713·263·1731 Corpus Christi, TX Dallas, TX Fort Worth, TX Houston, TX CRAWFORD ELECTRIC SUPPLY Killeen,TX New Braunfels, TX P.O, BOX 847160 Mission, TX DALLAS TX 75284-7160 New Orleans, LA San Antonio, TX SOLD TO: 18611 AT 0.374 E0044 100680572229423 P1227186 0002:0003 SHIPPED TO: 62970 1111111111"11111111'ln'l I 11111111111111111111' IIIIIIIIIIIII~I""""'~'~ f.~\1f.frl~ C12-124 LOS CERRITOS HANGER ROBERTSON ELECTRIC, INC.\~·\.\\\~ C/O ROBERTSON ELECTRIC, INC. DERRICK DR""'...l~' HUMBLE TX 77338-5033 .. :_.,/" C/O CRAWFORD ELECTRIC 7390 NORTHCOURT RD Jl l.. d\.-\-') HOUSTON TX n040-4379 .

"LOT BILLING COOPERLT This Lot consists of: Type Description Ship Qty COOPER LIGHTING QUOTE #331-40676-001 FA 2AC-228T5-UNV-L5835-EBT1-U 9

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 1,072.05 All payments are due by 12125/12. S&HCHARGES SALES TAX 0.00 complete terms and conditions please visit :lIwww.cescoltd.comlCustQmerslCESCQ CreditApplicalion 0209.00f TOTAL DUE 1,072.05 '-~ sonep", ... us.

Page 1 of 1 0002:0003 INVOICE 6----i} '- C:::I '- UJ CRAWFORD ELECTRIC SUPPLY 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Cmwford Electric Sllpply 713-476.0788 Fax 713·263·H31

CRAWFORD ELECTRIC SUPPLY P.O. BOX 847160 DALLAS TX 75284-7160 SOLO TO: 18611 AT 0.374 E0044 100690572229424 PI227186'0003:0003 SHIPPED TO: 62970 11111111111111 ,11111111I11"lIlllIIllhl'IlIIIlIIIIIII)l1111 11111 ROBERTSON ELECTRIC, INC. C12-124 LOS CERRITOS HANGER C/O ROBERTSON ELECTRIC, INC. DERRICK DR C/O CRAWFORD ELECTRIC I HUMBLE TX 77338-5033 7390 NORTHCOURT RD c.. 1(' l ~ ''''1 HOUSTON TX 77040-4379 r>'

ALOT BILLING COOPERLT 934.66 ea 934.66 This Lot consists of: Type Description Ship Qty COOPER LIGHTING QUOTE #331-40676-001 DL 618111L1 14 XA EEX71R 1

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 934.66 All payments are due by 12/25/12. S&HCHARGES SALES TAX 0.00 complete terms and conditions please visit

-- . 'flwww cescolld comfCuslomersICESCQ CredjtAoplication 0209 Pdf

sonep.:lr TOTAL DUE 934.66

.~.

Page 1 of 1 INVOICE (.----1 Locations to serve you: Alice. TX Austin, TX CRAWFORD ELECTRIC SUPPLY L. C:::I L Uj 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Bryan/College Station, TX Beaumont, TX Crawford Electric Supply 713-476-0788 Fax 713·263·1731 Conroe, TX Corpus Christi, TX Dallas, TX Fort Worth, TX Houston, TX CRAWFORD ELECTRIC SUPPLY Killeen, TX New Braunfels. TX P.O. BOX 847160 Mission. TX DALLAS TX 75284-7160 New Orleans, LA San Antonio, TX SOLO TO: 9931 ABO.374 E0010 100240584676215 P1250337 0003:0004 SHIPPED TO: 62970 1IIIIIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIh 1111 11 111 1.1 UII.

C12-124 LOS CERRITOS HANGER ROBERTSON ELECTRIC, INC. I ll..

231 DERRICK DR HUMBLE TX 77338·5033 C/O ROBERTSON ELECTRIC. INC. C/O CRAWFORD ELECTRIC 7390 NORTHCOURT RD c.. II d' 'f ~ r HOUSTON TX 77040-4379

"LOT BILLING COOPERLT 476.68 ea This Lot consists of: Type Description Ship Qty COOPER LIGHTING QUOTE #331-40676·001 EM CC2MRTBK 8

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 476.68 All payments are due by 12/25/12. S&HCHARGES SALES TAX 0.00 'omplete terms and conditions please visit . fwww.cesco!td comICustQmarslCESCQ cres;j;tAppucatlcin 0209 pdf TOTAL DUE 476.68 "--.' sonepar usa

Page 1 of 1 INVOICE 6---- Locations to serve you:

r: -ilq Alice. TX Austin, TX CRAWFORD ELECTRIC SUPPLY L. ::::J L. 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Bryan/College Station, TX Beaumont, TX Crawford Electric Supply 713-476-0788 Fax 713-263-1731 Conroe, TX Corpus Christi, TX Dallas, TX Fort Worth, TX Houston; TX CRAWFORD ELECTRIC SUPPLY Killeen,TX New Braunfels, TX P.O. BOX 847160 Mission, TX ' DALLAS TX 75284-7160 New Orleans, LA SOLD TO: ".><.... _-'~'"" San Antonio, TX 1 liB 0,374 EOO 10 10025 D584676216 P1250337 0004:0004 fi1\~5tt~~·~ \ SHIPPED TO: 62970 111111111111111111111111111111111"1111111111111 1111 11111I11111I1~~~j ROBERTSON ELECTRIC, INC. "---,~.' C12-124 LOS CERRITOS HANGER C/O ROBERTSON ELECTRIC, INC. DERRICK DR HUMBLE TX 77338-5033 C/O CRAWFORD ELECTRIC 7390 NORTHCOURT RD LI c ~'\ I At I HOUSTON TX 77040-4379 cJ ,.

"LOT BILLING COOPERLT 733.87 ea 733.87 This Lot consists of: Type Description Ship Qty COOPER LIGHTING QUOTE #331-40676-001 ww PHQ-100-HL-120-HMF-WD-AP-L 2

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 733.87 "1 payments are due by 12/25/12. S &H CHARGES SALES TAX 0.00 / ;omplete terms and conditions please visit .~ v:llwww.cescQltd.90m/CuslomersICESCQ CreditAOPligatioo 0209,pdf TOTAL DUE 733.87

sonepa.- us.

Pa!=je 1 of 1 Locations to serve yo,,: INVOICE 6-- -L L C:::J -iJ~ CRAWFORD ELECTRIC SUPPLY 7390 NORTHCOURT RO HOUSTON TX 77040-4379 Alice, TIC Austin, TX Bryan/College Station, TX Beaumont, TX Crawford Electric Supply 713-476-6788 Fax 713·263·1731 Conroe. TX Corpus Christi, TX Dallas, TX Fort Worth, TX Houston. TX CRAWFORD ELECTRIC SUPPLY Killeen, TX New Braunfels, TX P.O. BOX 847160 Mission, TX DALLAS TX 75284-7160 New Orleans, LA san Antonio, TX SOLD TO: 4781 ABO.374 EOO17 10032D586006970P1253231 0002:0002 SHIPPED TO: 62970 III hid 1"11"1111111111'111,111111I11111111,111111111111111111.

C12-124 LOS CERRITOS HANGER ROBERTSON ELECTRIC, INC. C/O ROBERTSON ELECTRIC, INC!

231 DERRICK DR HUMBLE TX 77338-5033 DERRICK DRIVE .

HUMBLE TX 77338·5033 r J ~ .L\' \/\)..

04613520886 SYL CF32DT/EIIN/841/ECO (20886) 14 14 0.00 FLUORLMP TYPE DL 04613520902 SYL FP281841/ECO (20902) 32 32 0.00 FLUOR LAMP TYPE FA, FB, VS S001640158.001 Subtotal - - - 229.00 229.24

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 229.24 All payments are due by 12/25/12. S&HCHARGES SALES TAX 0.00 complete terms and conditions please visit /lwww.cesco/1d com/CustQmersICESCQ CrediIAvplicatlon Q209.pdf 229.24 ,-- qj sonepar usa Page 'I of" 0002:0002 Locations to serve you: INVOICE :-:: :::L-UJ . . . . .-II :-J~CRAWFORD ELECTRIC SUPPLY 7390 NORTHCOURT RD HOUSTON TX 77040-4379 Alice, TX Austin, TX Bryan/College Station, TX Beaumont, TX Conroe, TX Crawford Electric Supply 713-476-0788 Fax 713-263-1731 Corpus Christi, TX Dallas, TX Fort Worth, TX Houston, TX Killeen, TX CRAWFORD ELECTRIC SUPPLY New Braunfels, TX P.O. BOX 847160 Mission, TX DALLAS TX 75284-7160 New Orleans, LA San Antonio, TX SOLO TO: 2352 SP 0.650 EOOS1 10393 D59524604ll P1271510 0007:0007 SHIPPED TO: 62970 11111 1 JIIIIIIIIIIIII)IIIIIIIIIIIIII'lIlllIlhllllllllllll'.1III C12-124 LOS CERRITOS HAlNGER ROBERTSON ELECTRIC, INC. E~ DERRICK OR HUMBLE TX 77338-5033 ENTEQ 1) P} I¥ /I::> C/O ROBERTSON ELECTRIC, INC. C/O CRAWFORD ELECTRIC 7390 NORTHCOURT RD L ( ~ l...--t 1\\ HOUSTON TX 77040-4379 0 J

IILOT BILLING AMETRIX 1 5,910.76 ea 5,910.76 This Lot consists of: Type Description Ship Qty QUOTE # 331-40676-001 VS VS-SI-C-1-LF-28-1 C-UNV-S-PP12 12

-...

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 5,910.76 All payments are due by 01/25/13. S&HCHARGES SALES TAX 0.00 r:omplele terms and conditions please visit ) "www cesco!td.comICustQroers/CESCQ CredltAoplicalioo 0209 pdf TOTAL DUE 5,910.76 -~ sonepar usa

Page 1 of 1 0007:0007 Locations to serve you: INVOICE Alice, TX CRAWFORD ELECTRIC SUPPLY Austin, TX 7390 NORTHCOURT RD Bryan/College Station, TX HOUSTON TX 77040-4379 Beaumont, TX Crawford Electric Supply 113-476.0788 Fax 713-263-1731 Conroe, TX Corpus Christi, TX Dallas, TX

.-.

Fort Worth, TX l1li Houston, TX CRAWFORD ELECTRIC SUPPLY KUleen, TX l1li New Braunfels, TX P.O. BOX 847160 Mission, TX DALLAS TX 75284-7160 New Orleans, LA san Antonio, TX SOLO TO: 2352 SP 0.850 EOO!i 1 10393 0595248048 P1271510 0007:0007 SHIPPED TO: 62970 1111111111111111111111111111111111111111111111111111111 11 11 11111 1 C12-124 LOS CERRITOS HANGER ROBERTSON ELECTRIC, INC. J:''"'El>.. C/O ROBERTSON ELECTRIC, INC. DERRICK DR ENTl,4<:i) C/O CRAWFORD ELECTRIC HUMBLE TX 77338-5033 l~ I~ 11,;, 7390 NORTHCOURT RD HOUSTON TX 77040-4379

"LOT BILLING AMETRIX 5,910.76 ea 5,910.76 This lot consists of: Type Description Ship Qty QUOTE # 331-40676-001 VS VS-SI-C-1-LF-28-1 C-UNV-S-PP12 12

THANK YOU FOR YOUR BUSINESS!

SUBTOTAL 5,910.76 All payments are due by 01/25113, S & HCHARGES SALES TAX 0.00 complete terms and conditions please visit , / flwww,cBscoltd.comlCustQmer5lCESCQ CreditApplicatlon 0209 o<Jf TOTAL DUE 5.910.76 -~ 50nepar us.

Page 1 of 1 0007:0007 Locations to serve you: INVOICE Alice, TX AustIn. TX

.-..-.

CRAWFORD ELECTRIC SUPPLY 7390 NORTHCOURT RD Bryan/College Station, TX HOUSTON TX 77040-4379 Beaumont, TX ~. Crawford Electric Supply 713-476.(1788 Fax 7t3·263·1731 Conroe. TX Corpus Christi, TX Dallas, TX Fort Worth, TX

- Houston, TX CRAWFORD ELECTRIC SUPPLY Killeen, TX New Braunfels, TX P.O. BOX 847160 Mission. TX DALLAS TX 75284-7160 New Orleans, LA San Antonio, TX SOLD TO: 5411 AB 0.374 E0031 10067 D600954580 P1281343 0004:0005 SHIPPED TO: 62970 1'1111'11111111"111,.11""'1111111111'11 I' 1111111111.1,11'11111 C12-124 LOS CERRITOS HANGER ROBERTSON ELECTRIC, INC. " .....I C/O ROBERTSON ELECTRIC, INC, DERRICK DR E.(),rUtA:?" 231 DERRICK DR. HUMBLE TX 77338-5033 \-;;}·cn.'\ d HUMBLE TX 77338-5033

78285636406 ERCAF146TI 80 80 99.00 c 79.20 3/8 PLN ROD PURLIN CLIP 76466655210 PRIMES' ATZ38120 320 320 38.68 c 123.78 3/8 X 10 Grip-Rite Zinc All Thread Rod 972080433 M-TAL JN165 200 200 3.24 c 6.48 3/8-16 ZINC HEX FIN NUT 't:r.:l9 72080543 M-TALJW119 200 200 4.35 c 8.70 3/8X1-1/4 FENDER WASHER 98001002001 EMT 012E 1121N EMT CONDUIT 10FT 1,000 1,000 15.77 c 157.70 05016902022 RAC02022 100 100 17.64 c 17.64 1/2'"' SS STEEL EMT CPL 05016902002 RAC02002 100 100 15,92 c 15.92 1I2nn SS STEEL EMT CONN 78174700920 BR1920-S 100 100 6.53 c 6.53 1/2 1H STL EMT STRAP 05016990232 RAC0232 50 50 124.78 c 62.39 4S0 2-118DP BOX 1/2&3/4 KO'S 05016990752 RACO 752 50 50 32.38 c 16.19 4-IN SO FLAT BLANK COVER 05016900689 RAC0689 14 14 286.77 c 40.15 112 1 GANGABLE MAS BOX 78174715408 BRI408-DC2 30 30 85.03 c 25.51 3/4 SQZ FLEX CONN 98006006242 PVCFIT 034P FA 20 20 22.33 c 4.47 3/4 PVC COND FEMALE ADAPTER 78285625208 ERCSCH8 50 50 60.13 c 30.07 1/2 EMT TO STRUT CLIP 78285625212 ERC SCH12 25 25 62.85 c 15.71 3/4 EMT TO STRUT CLIP 05400743155 3M RIY+JUG 1.000 1,000 90.33 m 90.33 SUBTOTAL All payments are due by 01125113. S&HCHARGES SALES TAX complete tanns and conditions please visit

'- <73 lbYww.cescoltd.com/CuslomersICESCQ CredjlApplicatjon 0209.pd(

$onepor TOTAL DUE CONTINUED

usa

Page 1 of2 0004:0005 Locations to lJ&I'VEl you: INVOICE Alice. TX Austin, TX

..,..

CRAWFORD ELECTRIC SUPPLY 1390 NORTHCOlJRT RD Bryan/College Slatlon, TX HOUSTON TX 77040-4379 Beaumont, TX ~ Crawford Electric Supply 713-476-0788 Fax 713·263·1731 Conroe, TX

..- Corpus Christl, TX Dallas, TX Ill!IilI Fort Worth, TX iIIIiI Houston, TX Killeen, TX CRAWFORD ELECTRIC SUPPLY New Braunfels, TX P.O. BOX 847160 Mission, TX DALLAS TX 75284·7160 New Orleans, LA SOLD TO: Sen Antonio. TX 5411 AB 0.374 EOO3I 10068 0600954580 P1281343 0005:0005 SHIPPED TO: 62970 1-111111" 11"11 1111111111111111111111111111111111111111111111111 ROBERTSON ELECTRIC, INC. C12·124 LOS CERRITOS HANGER DERRICK DR C/O ROBERTSON ELECTRIC, INC. DERRICK DR. HUMBLE TX 77338-5033 HUMBLE TX 77338-5033

SPRING CONNECTOR REDIYELLOW (500/JUG) 63972080354 M·TAL JTEKD£ 500 500 8.06 c 40.30 10X3/4 HEX TEK SCREW Q8002260057 GSTRUT THIN10PG 20 20 95.02 c 19.00 1·5/S"·X13/16"" 14G SLOTTED '", PRE·GALV 10FT 1'n:S010022900 WIC THHN 12 STR BlK 500R 1,000 1.000 132.14 m 132.14 98010022920 WIC. THHN 12 STR RED 500R 1,000 1,000 132.14 m 132.14 98010022910 WIC. THHN 12 STR WHT 500R 1,000 1,000 132.14 m 132.14 98010022940 WIC. THHN 12 STR GRN 500R 1,500 1,500 132.14 m 198.21 98010022945 WIC. THHN 12 STR ORG 500R 1,000 1,000 132.14 m 132.14 98010022965 WIC. THHN 12 STR PNK 500R 1,000 1,000 132.14 m 132.14

THANK YOU FOR YOUR BUSINESS!

SUBTOTAl 1,618.98 All payments are due by 01/25/13. S&HCHARGES SALES TAX 0.00 / ~mptete terms and conditions please visit 1/www,cescoltd,oomIClIs!omersICESCQ CreditAppljcatjon 0209.pdf TOTAL DUE 1,618.98 -~ sonepllIr usa

Page 2of2 ORIGINAL ELLIOTT ELECTRIC SUPPLY, INC. INV, NO. 33-06443-01 PAGE SHIP TO: 1 DATE C12-124 LOS CERRITOS HANGER CU~TOMER ORDER NO, COUNTY RD 410 UVALDE, TX 78801 Gn~~ FROM ',,- 11 'i1/r?> Humble SOLD TO; 6850667 ROBERTSON ELECTRIC LLC DERRICK DR HUMBLE TX 77338-5033 ... ;; • I.' ' •• 0 ADDITIONAL TERMS ON BACK

16._ Fr;p7"AI;p;D,..;B....Y~..c...:...--'-;:=~::;:-'-;;...:.;;. hl...

2/10/13 747. O.

DUPUCATE ELLIOTT ELECTRIC SUPPLY, INC~ ,N~NO 33-06443-01 PAGE SHIP TO: DATE, C12-124 LOS CERRITOS HANGER CttfTOMER ORDER NO, COUNTY RD 410 UVALDE, TX 78801 FROM Humble SOLD TO: 6850667 ROBERTSON ELECTRIC LLC DERRICK DR HUMBLE TX 77338-5033 • ".:fI •• II IIl11 ADDITIONAL TERMS ON BACK

IF ,", YL.o....:~..:...;..J.....-.=""";:;:;:-........: '!-:I""'"F"""PA""'Ii::'O'=B..... ~~~.::22i.t.:2J2~ 2/10/13 '-::·~t-__",,-A_ _-----'_ _-----'~_ _-L ~C'--_ _l.l_ _---.!!O'-----_ _L _ _~_ _-L_ _~_ _---.l_ _---'G~_ _L _ __':'__ _._L _ _-O-_ _- L_ _-=-__~L__ _"____ _..L__ ___=___ ____,l,,~=~M'=_--+_ I 9 ,,;roc <p <p q:l REVISIONS:

-!-- -!- --------------------------- I i

KEYED FOUNDAnON NOTES (j)a~TH.:,.~yffi·'1~~~fI:'1;~·'2·0.C. g:p~~~"$~~gJ~~NO'E$rtII --~ Q;>Sl..ABCOtlfl«1J01NTS,SUOCTAA.4./S-1.

Q)OolUWIltlCllNmOC-.'OlNf5!l£: 3/S-:' ::!>H'*'l'!FtUSfURo\!lCHC1!81Jlr.l"T'1Af!,~10"l1/SO-1 • •~9AIl r.oNTRUCllCtl JOlHT..';ff OfT....1 ~1S_l ,-------------------- 0--- ;- -@ eMU WALL REINFORCING SCHEDULE ~~-:u fOOl flOTE (~) ~ ~.

I~ BAAS :~) • ~2· C.C. erR. &: (1) ,~ ~ • ~'-8' C.C. (H) (3) 110 ~- "--. ~;~; ro QI\J ~rEIlPVIl "/U U,H,Q (37T\'P, S' CUU OO'£R,OIl 'l<1U UJ<.O (4}t.U.~CflT ...._{H)IOlfOl/CE~OOTOOCClfl". CCO'ITff.IOVS ~DEllS<v.:ISI'.l(:EO.lSI!jOl;.lTm~THEs::HEIUl',oro.'I:

~---------------, ANCHOR BOLT LENGTH SCHEDULEo - . ". ~ I ~ I I Vf· g ~ I ~e ~~ 1-1/4" FOClHOTE$: ~ 0-- (')IlEFD! TO IETAletJ...DNClloWJfACruP.ERfOR D1A¥ETERorANOttRIlOlISATlHEOifFEREIolT c.o..uwNl.JC,O.1lONS-

°lB L , 4 l, 11_''1""_..,.·_ • 'f-'l' -~ .4 .4 .4 .4 fI_,,,,,,,,,,,,_t_ .. _.IT,,,,,,,,,_.• _ ~ ~ ~ ,._ ..... "" ......... - 0:: « .4 .4 fI_.ll'e~"""_._ ,._frt'M..UOO . . . _ ..._ , t9 .4 '4 H ~ ~ .4 II_.t:kUOl_._ fI_'.r~_

...... orou. _ _ . _ Z «J: H .4 ,. ..... " .... _ .... NI:\OI (/) (/) I- ~ ~ 0:: W W (/J (/J ...J U Cl (/) ~ "0 0 0 "0 0:: ...J « PROJECT ADDRESS DRAWN: VDA CHECKED: VOA PROJECT NO: sSE-12-013 DATE: JUNE 26,2012.

SHEET NO.

8-3 A c o M REVISIONS: KEYED FRAMING N<YfES CD =:!S1;¥ii~~~\~ Q;ls'NlDltlGst.AM~'''''ROCf"P£l<AACH!T£CT t1l ~UJI~~Ne.&'U9-~Uj&EQUH'EO BY PllE-rn~a:RI:I o 3&~lM~M~~trED BY PRf:-EN<;:INEERED ® ~2"Z~EC~t:'"-Bl,&~&lffl1'~~~~loIll 0 16" _. -·1-··---·· ...... _. __ ... _----~. __ .~_ .. __ .__ ._. __ .. _- ._--------_ .. _ _.[_._-_._ .. .. ® ~ TRIP\.E STU) A~ JAAfij EHOW 80~ Hl'ADER CD l{!.s"~~~ ?:?W~~~"OlN~'if'JJs';8" ®

.--0

.--0 ---- ..--_._. .~,=tcl=._=l .--0

G .--0

NET...... TR...CKSIWEGIolOE'O'SillHAl.

STUDS WlIi (2) Kl.l! OS J7 ,"T" fASTENERS 0 1$" C.e.

_~~~.IWU:.~ _

L.ATERALCIiI1:BYP..£..llM,.AfT/roCHED lOCIIl'JlW.LNllt ....nSltt'L NtOOt BCl.lS lOt ~~ AT 32" o.c. \IIllH . . . . DI8UIIIDIT -------- 1_+_... ----_.._._-_._--_.._-._---+-- ....._..- .._.._.._-f_.._..

PRO) ECT ADDRESS a.lU WALl '" RE1NFOROMG Pat ,""AN AND SCfl£DUI.l:. DRAWN: VOA :lQ'_o" JO'-O· CHECKED: VDA PROJECT NO: SSE-12-0B DATE: JUNE 26,2012.

CD ®~'; v:.~lf AND METAL STUD WALL CONNECTION SHEET NO.

A 8-4 SECTION II.

Q!lJ1S.T!.Q.NS_I.O BE P RQP..QJ1..N.P.J~D 1. State your full name and occupation. address ar~.ljlephon:J1umber.

ANSWER (NAME)_~~ t ' ~&J (OCCUPATI~~ ~ (ADDRESS) 3kZ; t?(I2()"~ 7f2. ~o (TELEPHONE iff) 1C7~ '219~ ( 2. Have you received a Supboena Duces Tecum for the production of documents as enumerated herein?

ANSWER'_-f~~__?c:........ _

3. Are you able to identify these records as the originals or true and correct copies of the originals?

ANSWER J: #1/6;t1c .f?~? 1 M &(:Z(//;f;.~&v~ Cdi29~, 4. Were these records made and kept in the regular course of your business?

ANSWER ~ Abm~ ~

5. In the regular course of business of your practice, business, or institution, did the person who signed the records and/or reports either have personal knowledge of the entries shown on the records and/or reports, or obtain the information to make the entries from the sources who have such personal knowledge?

ANSWER ~ /l/VMe~ "3?

6. Were such memoranda or documents then transmitted to your files and thereafter maintained under your care, supervision, direction, custody, control or access as custodian of this facility.

ANSWER 7a- NVM $($2-- :3 7. Were the memoranda or documents that were transmitted to your files ; DEFENDANT'S DEFENDANT'S SUBPOENA TO NON-PAHTY- I EX.HIBIT 8 "j IIX' I! S original entries on the part of the Custodian or other em ployee or member of the staff of this facility?

ANSWER ~ ;Vv(Vt~~ ~

8. Were the records or documents prepared at or about the time of the events and conditions they record?

ANSWER 2Pc- /l/vM6€1Z. :3 9. Were these records kept as described in the previous questions?

ANSWER ~ A./U1I4 f3t::i2- =3 10. Please hand the original records or copies thereof, as requested in the Subpoena Duces Tecum, to the Notary Public taking your deposition for attachment to this deposition. Have you done as requested? If not, why not?

11. Has anything been removed from or altered in the original records before making these copies?

ANSWER_---'-~ M_V_.:.f11....._:...L:~=:.:....____'p""_ _

12. If you have answered the previous question yes, please state fully and precisely what alterations were made in the original records and attach copies of every document removed from the original records.

ANSWER ~ /l/UI11r?6JL-~----.-:'?:...- . _

13. Please examine the copies of the original requested records pertaining to the above individual, before the Notary Public and state whether or not they are true and correct copies of the original.

ANSWER~7 If(91/b Alp &-?bf20 ~ ,Qv£J #,,::?ri/C ~ ~0ft!2;:J ..

DEFENDANT'S SUBPOENA TO NON-PARTV- 9 14. In the event that no records can be found, are there documents archives (i.e. microfiche) or document retention policies which explain their absence? If so, please identify who has knowledge of those archives or policies of the above named facility. MUr -r - -:;z'RI?

ANSWERa¥4h-~~~1+;Z-t:1!-:;j: f2U I4'!:>Nd.:J ~ i.tf;:M~ (!9V'~r ~ 00 Ihr ~N ANy 7?P,:::.t/McYVI f'tfl2-~/i\)~ 15. Do you understand that Select Building Systems, Inc., is a party in the case referenced above?

ANSWER_-I{2:...Lt:::.c._"2...r _

16. Do you understand that this Deposition on Written questions is being served upon you pursuant to a request by Select Building Systems, Inc.'s attorney?

ANSWER+e.-7 _ 17. Do you understand that the documents requested in this Deposition on Written Questions are being requested pursuant to a subpoena?

ANSWER ye-~

19. Are the documents you are producing in this Deposition the records, reports, statements, or data compilations of you or your company?

ANSWER .:::r fk1t.e ;1)0 ~e.JIkt!N~ ~pco~

20. Are you a custodian of records for these documents that are being produced?

ANSWER ;)0

DEFENDANT'S SUBPOENA TO NON-PART\'- 10 (~-",

I~ t. ~ (Cy&todi~n ef-RccorajWitness), do swear or affirm that l11y answers to the above questions are the truth, the whole truth and nothing but the truth, so help me God.

The undersigned Notary Public, do hereby certify the above Enstodiart/Witness was duly sworn and the non-stenographic recording of this Written Deposition is a true record of the Cug~/Witnesstestimony.

GIVEN UNDER MY HAND AND SEAL OF OFJ'CE, TJ-IIS J(/l pAY OF ··.~'1f'1~I/('ln·1 201~~ If~!X!~\ N~:~~~t~i~.~;~l~EoRN~~as ;.~. .~.:~.; .l My CommISSIon Expires . '. :_~"'~'>7./.i·.:I'" ,; .'*".T<'.~.'.-./ ,'. ".. .. . /' '1".,.i/: r-·. .. .

J i ~11:l,ftMj~~"~ March 21, 2014 i~::;: z:w;;; .....-;;;::...& ..." .........,.......-;:;-;, ~-6tary Public in and for the State of Texas [SEAL]

DEFENDANT'S SUBPOENA TO NON-PARTY- 11 Cause No. 13-212 ROBERTSON ELECTRIC, INC., § IN THE DISTRICT COURT § Plaintiff, . § § v. § TH § 216 .ruDICIAL DISTRICT SELECT BUILDING SYSTEMS, INC., § TRI-BAR RANCH COMPANY, LTD., § And RODNEY R. LEWIS § § Defendants. § KENDALL COUNTY, TEXAS

DEFENDANT SELECT BUILDING SYSTEMS, INC.'S (SBS) TRIAL EXHIIBITS (March 6, 2015)

No. Description I. Change Order No. 1 2. Change Order No. 2 3. Change Order No.3 4. Email to T. Pittman from J. Maywald dated December 28,2012 5. Email to T. Pittman from D. Morgan dated January 18,2013 6. Email to T. Pittman from D. Morgan dated January 31, 2013 regarding Change Orders 7. SBS Draw Recap 8. Email between T. Pittman and J. Grable dated May 19,2013 9. D. Bodie email to Tony Weigand dated June 26,2013 10. Draw #7 Application dated February 5,2013 II. Email to T. Pittman from D. Morgan dated February 6,2013 wiili letter dmed same dme .......

12. Letter to T. Pittman from S. Schiffinan dated February 15,2013 with Final Pay App Feb. 18,2013 DEFENDANT SBS TRIAL EXHIBITS (March 6, 2015) - 1 13. Email to T. Pittman from S. Schiffinan dated February 28, 2013 14. Letter to J. Green/SBS from John Grable dated February 28,2013 with attachments 15. Email to J. Robertson from S. Schiffman dated March 14, 2013 16. Letter to J. Green/SBS from J. Grable dated March 15,2013 17. Letter to T. Pittman from SBS dated March 19,2013 18. Email (string) to D. Morgan from S. Schiffinan w/photos attached dated March 15,2013 19. Email to S. Schiffman from T. Pittman dated March 26,2013 20. Emails between T. Pittman and J. Grable dated March 19,2013 21. Email to J. Green & S. Schiffinan dated April 1, 2013 22. Affidavit Claiming Statutory and Constitutional Mechanic's & Materialman's Lien against the Real Property by SBS 23. Chart of Amounts Remaining to be Paid 24. Attorney Fee Invoices 25. Email to T. Pittman from J. Green dated January 14,2013 26. Email to J. Green from T. Pittman dated January 14,2013 27. Email to D. Morgan from J. Green dated January 15,2013 28. Email to J. Green from M. Martinez dated January 9, 2013 - (electrical change) 29. Email to M. Martinez from K. Kieke dated December 3, 2012 30. Email to R. Lewis from J. Grable dated November 26, 2012 31. Email K. Kieke to M. Martinez dated December 4, 2012 32. J. Grable email dated December 7,2012 33. Email M. Martinez to J. Green dated March 26,2012 34. K. Kieke email dated December 10,2012 35. M. Martinez email dated December 10,2012 36. V. Anda email dated December 12,2012

DEFENDANT SBS TRIAL EXHIBITS (March 6, 2015) - 2 37. V. Anda email dated December 12,2012 38. K. Kieke email dated December 13,2012 39. K. Kieke email dated December 19,2013 40. J. Grable email dated January 1,2013 41. K. Kieke email dated January 23, 2013 .

42. Email to J. Grable from K. Kieke dated January 23,2013 43. T. Pittman email dated January 23, 2013 44. Email from K. Kieke dated January 24,2013 45. Email to J. Grable from R. Lewis dated January 29,2013 46. Email K. Kieke to M. Martinez dated January 31,2013 47. Email from M. Martinez to K. Kieke dated January 31, 2013 48. Email from K. Kieke to Bob Carnwath dated January 31, 2013 49. Email from K. Kieke to B. Carnwath dated February 1,2013 50. Email from K. Kieke to T. Pittman/J; Grable dated February 4,2013 51. Email from M. Martinez to K. Kieke dated February 4,2013 52. Email from K. Kieke to T. Pittman dated January 29, 2013 53. Email from K. Kieke to Victor De Anda dated January 30, 2013 54. Email from J. Green to M. Martinez dated November 12,2012 55. Email from S. Schiffman to J. Grable et al dated November 14, 2012 56. Email from J. Grable to T. Pittman/R. Lewis dated November 26,2012 57. Email from J. Grable to R. Lewis dated December 3, 2012 58. Email from M. Martinez to J. Grable dated January 23, 2013 59. Email from R. Lewis to T. Pittman dated January 23, 2013 60. Email from K. Kieke to J. Grable dated January 30,2013 61. Email from J. Grable to R. Lewis dated January 30, 2013 62. Email from J. Green to T. Pittman/J Grable dated October 23,2012 63. Email from G. Glass and R. Lewis to T. Pittman et al dated Nov. 2, 2012 DEFENDANT SBS TRIAL EXHIBITS (March 6, 2015) - 3 64. Email from D. Boddie to T. Pittman dated June 6,2013 65. Email from B. Carnwath to 1. Holt dated February 12,2013 66. Email from T. Weigand to R. Lewis dated November 4,2012 67. Email from K. Kieke to M. Martinez dated January 22, 2013 68. Email from K. Kieke to V. De Anda dated January 30, 2013 69. Email from K. Kieke to J. Grable dated January 31, 2013 70. Email from K. Kieke to S. Schiffman et al dated February 4,2013 71. Email from D. Boddie to T. Pittman dated June 8, 2013 72. Email from V. De Anda to K. Kieke dated January 16,2013 73. Email from T. Pittman to J. Grable dated February 28,2013 74. Email from T. Pittman to J. Grable dated March 4,2013 75. Email from M. Martinez to Erik Key dated February 21,2013 76. Email from E. Key to M. Martinez dated February 25,2013 77. Email from E. Key to M. Martinez dated March 5, 2013 78. Email from M. Martinez to E. Key dated March 5, 2013 79. Email from M. Martinez to E. Key dated March 6, 2013 80. Email from M. Martinez to E. Key dated March 6,2013 81. Email from M. Martinez to E. Key dated March 6, 2013 82. Email from E. Key to M. Martinez dated March 7,2013 83. Email from E. Key to M. Martinez dated March 7, 2013 84. Email from M. Martinez to D. Boddie dated March 8, 2013 85. Email from M. Martinez to E. Key dated March 19,2013 86. Email from J. Grable to D. Boddie dated March 21,2013 87. Email from M. Martinez to D. Boddie dated March 21,2013 88. Email from Xavier Cantu to E. Key dated March 26,2013 89. Email from E. Key to X. Cantu dated March 26,2013 90. Email from M. Martinez to E. Key dated March 28,2013 ~DEFENDANT SBS TRIAL EXHIBITS (March 6, 2015) • 4 91. Email from M. Martinez to D. Boddie dated March 28,2013 92. Email from D. Boddie to X. Cantu dated April 1, 2013 93. Email from E. Key to T. Pittman dated April 12, 2013 94. Email from D. Boddie to T. Pittman dated April 15, 2013 95. Email from K. Kieke to M. Martinez dated December 13,2012 96. Email from J. Grable to J. Green dated August 9, 2012 97. Email from 1. Grable to V. De Anda dated August 18,2012 98. Email from J. Gonzalez to J. Grable dated August 19, 2012 99. SBS Weekly Job Report dated October 21,2012 100. SBS Weekly Job Report dated November 11,2012 101. SBS Weekly Job Report dated December 9,2012 102. SBS Weekly Job Report dated January 6, 2013 103. SBS Weekly Job Report dated February 3, 2013 104. SBS Daily Field Reports beginning dated December 6, 2012 105. SBS Daily Field Reports beginning dated January 2,2013 106. SBS Daily Field Reports beginning dated February 1,2013 107. Email from J. Grable to R. Lewis dated November 28,2012 108. Email from Parnak Charkhchi to Steve Mowrer dated May 29,2013 109. Email from T. Weigand to R. Lewis dated November 4,2012 110. Email fromJ.Briggs to J. Alonzo dated June 27,2013 111. Email from T. Pittman to J. Grable dated February 28,2013 112. Email from 1. Grable to R. Lewis dated April 17, 2013 113. Email from T. Weigand to J. Grable dated September 17,2013 114. Email from M. Martinez to D. Boddie dated April 2, 2013 115. Email from M. Martinez to D. Boddie dated May 13,2013 116. Email from V. De Anda to K. Kieke dated January 17, 2013 117. FuUsized shop drawings and plans DEFENDANT SBS.TRIAL EXHIBITS (March 6, 2015)· 5 .= AlA Change Order Document G701'" - 2001 PROJECT (Name tmd address): CHANGE ORDER NUMBER: 001 OWNER:~ Los Cerritos Hanger DATE: 7/1012012 County Road 410 ARCHI1"ECT: [8l : Uvalde, TX CONTRACTOR: [2J TO CONTRACTOR (Name tmd address): ARCHITECT'S PROJECT NUMBER: SSE-12-o13 FJELD: 0 Select BuildingSystems, Inc. CONTRACT DATE: May 03, 2012 Scenic Loop Rd. CONTRACT FOR; General Construction OlHER:D Boern~ TX 78006

TIie CONTRACT IS CHANGED AS FOLlOWS: (In.clutJe. where applicable, any undisputed amount attributable topreviously executed Construction Change Directives) Additional Cost associated with Illisingthe building height to accommodate a larger aircraft: Masonry - $ 12.700 Cedar Oadding - $ 6.800 Metal Building. $ 12.000 mectrica1- $ 9,800 Contractor Fee • $ 3,300 The odginal Guaranteed MaximumPrice was $ 1,226,074.00 The net change by previously authorized Cllange Orders $ 0.00 The Guaranteed Maximum Price prior to this O!ange Ordec was $ 1,226,074.00 The Guaranteed Maximum Price will be increased by this Qumge Ordec in 1he amount of $ 44,600.00 The new Guaranteed Maximum Price including this Clange Order will be $ 1.270,674.00 The Contract Time will be increased by Zero (0) days.

The date ofSnbstantia1 Comple1ionas ofthe date ofthis Olange Ordertherefore~ 121712012 NOTE: This ChDgeOrderdoesnotincludccbanges in the Contract Sum. ContractTJIDeorGuaranteedMaxhnumJFcewbichhave been authorized by Constmction Clange Din:ctive UDtil the cost and time have been agreed upon by both the Owner and Contractor, in which case a Clange Order is executed to supersede the Construction 01ange Dhective.

NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR ANO OWNER.

10hn Grable Arcbitects, Inc. Select Building Systems, Inc. 'Iii-Bar Ranch Company, Ud.

ARCHITECT (Fum name)

ADDRESS BY (Signature) (JJped name) DATE

AlA Document G701'" -2001. Copyright 0 1979, 1987,2000 and 2001 byThe American lns1Ituteof An:hiIects. All rights reserved. WARNING: This AJAe Document Is protected by U.s. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAe Document, or any 1 portion of It, may result In severe cJvH and criminal penalties, and will be prosecuted to the maximum extent possible under the law. ThIs document was produced by AlA 60ftwafe aI 09:31 :13 on (l711 012012 under Order N0.34 160 On 0511712013. and Is not for resale.

User Notes: (1246718009) :4AlA Document G701'" - 2001 Change Order CHANGE ORDER NUMBER: 002 <::j;WNER: .......... ji:) DATE: 1014112 .ARCHITECT: ~ 0.i . CONTRACTOR: ~ ARCHI1ECT'S PROJECT NUMBE~.: SSE-12-013 COmRACT DATE: May 03, 2012 .J=IEW;O· COmRACT FOR: Gena'al Construction OTHER: 0

11ft;. (;9NTJv.\CT IS CfWi~Q AS FOllOWS: (l,~~ ~.~e. ~ fI1!ilisputed amount attributable to previously executed OJnstruction C/umge Directives) Md 4-15'x3.' 1iXed~~tlitwoequalpane1s and oneprojection windowbetween, break metal colmnn covent center steel ci>lUrim A4.d 8-7'8l/2"x~}, ~~twithtwo equal panels A&l4-7'8112"x·3~· '¢C;i:fOii. ~ &1g'8 break ~ ~'&i~ at eeDter steel columns ~!!ls to be 2x4 ~" ~ S4. thermally broken class n clear anodized aluminum storefront, C2050 series thernla11y broken ¥n Clear ~ l!lmDP!'.irD project out windows with bug screen and standaId hardware. ~azing to be 1" oa.- W' clear low E, ~" chy air, 1/4" clear tempered glass. Break metal to match.

~al de1ivery4-6 weeks after approved shop drawings.

~ ofOmpge: ~~~Q4:PO Cootractor Fee: $2,040.00 The orig4IaJ, ~teed Maximum Price Wl!S $ 1,226,074.00 Th~ net cbangC by previouslY authorized Olange Orders $ . 44.600.00 The ~ Maximum Price pn~to this 01ange OrderWl!S $ 1,270,674.00 The " Guaianteed Maximum PllceWili ' •.•.•..., •. , . . . . . . . . . •. y be inCreased b;y this 01ange Ordec in lhe amount of ,,- ," : $ 27,544.00 'f,ij~:neW~~PriceDicludiDgtbisOlangeOrdecwillbe .$ 1,298,218.00 ~.~'Umev@. J1e~ by Zero (0) days. uiedateof~:§staniijjl,~~.!lSofthe.dateofthisQlangeOrdC%thereforeis12l7/12 NOTE: Thi!!~ Ordei~~fuclude changes in the Contract Sum, ContractTJJDe ex Guaranteed Maximum Price wbichhave been autIi~ ~~0Il Oumge Directive until the cost and time have been agreed upon byboth the Owner and Contractor, in'W1U¢h Case a Qlange Order is executed to supersede the Construction 01an,ge Directive.

NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND O~ER.

Tri-Bar Ranch Company, Ltd. OWNER (Jiinn name) 10101 ReunionP1ace, Ste 1000 San Antonio, TX 78216 ADDRESS BY (Signature) ".A~{f..P.LJrJ4J.~rzI<~aw~J~lL.J,~~~~t2("~~E'~tIJ'?~ -(7Yped =;--;--;---- name) _

DATE AlA Document G701 tt1 -2001.Cop)'l'ightC 1979,1987,2000 and 2001 byTheAmerlcan lnstituleofArchItecls. All rights reserved. WARNING: This MA" Document Is protected by U.s. Copyright Law and International Treaties. Unauthorize.d reproducllon or distribution of this AlA" Document, or any portion of It, may result In severe civil and criminal penalties, and wRl be prosecuted to the maximum extent possible under the law. This document was 1 produced byAIA soIlwareat 12:31:Cl8on 1010412012 under Order No.3477160119_1 which expires on 0511712013, and Is not for resale.

User Notes: ,- AlA Document G701'" - 2001 Chqnge Order PROJEcT (Na,rM(iJldMdf#S): CHANGE ORDER NU~aER:OQ3 OWNER:f81 ~,qmtosIf.~ PATE: 216113 COunty Road 41 0 AACHITECT: !8J.

UWld¢.1X CONTRACTOR:,!8J.

TQ CQNTRAOTOR (Name (wJ ~); ARCHlTECT'$PROJECTNUMeeg;S$E-12.-00 FIElD: 0 select huildmgSyStenlS, Inc. CONTRACT DATE: May 03,2012 17~¥.ldQp Rd. CONTRACT FOR: General Constl}lction OTHER: 0 BOCrne.TX 78006

T~CONTRACTIS CHANGED /J$.FOLLOW$: ~tUde< .Jtere,l1f.'Pl~:a;"~Put(!f(iamount attributable topreviQUS1'y~UJ.edCOIIS(tWft/QlICIUwge~ves) Chang¢s'tO<the Origilia!$<:openfWQrk: " Ad!.@Pl,l~CMUt'eitl\lt¢f6r~~ad4itiOl:lsOf(:Olumns.,., , , ".~,2,00().OQ in~;in th-e;ovetaU,slab widtf!,S[1I1H;hangesattbedllumns and,additioimi rebai: •••••••• 0" •••••••,••••• '" ,Sl0.220.00 o ••

~~lli:l"provi<l¢·sj~~1~cib'(i2~), , , _....•., "" ; " ,i · • ..••••,·..$'6..1Q9.QQ C9n~·~ , ,...•... , , , , , , S·l.~OQ 'I'l1eori~ Guat.ant~ ~ilnl!ntJ>rice" W~ $ T1Ieneulh.by~viOOSly autbori:zed·Cllartge orders' $ :the~ MaximumPrice.priortothl$,Cbange.Orderwas $ .~ Guaranteed. Maximu~Price.\V{11 be~bythiso~ Q«ierjn~i~tof $ The.J.lCW~M~ P.iicejn9.iudi.~2ithi$;Cban&t:l ~wiit be $ the CQatJ:aet Time Wiltbeineteased byZero(O) days. ~ ~ QfS1!P~tilllCOrilplCti~l$'9fthe <hI¢Qftbis Oiante OiXi.~~~i$ HOtE:.This ~ Otder'does not inclui:ie:.~ii.ltbeCOOtraCt·Sililli Contract Tuiiebr !Juatanteed MaitimUrii,Price>.Whidi have :~~W~Qn ~:>~vemttir~lje.-~and ti~ha.~~~~ byW,th~~:~ll<l' Contractor•. itrwhrch case'll·~'Ordet isex~ed'tl>'Supersede th.e~etionC1lll:rtge Direciivll.

NOT-VAUO tJNTlL SlGNEO BY' T.HEARCUITl:CT" CONrRACT.OR :AttO OWHSR:. hlm ~Atcl.!ifEd;.In¢. Sd«tSqildilW ~.fn¢, AR<;HlTS(IT (Firqt.~) P:'ONtRI.'i.CTOR.(flnn.ntime) .222 AilStin.H~. 17 &ertic:toop"Rd'. san Anmmtj TXm09 .' .. gnlitt(teJ, . BY(Sig~ DavkLL.. Mgrgao-- Ex~ vP

DAtE DATE

I#bo."'!meptm:iit.... -209~. <;OPl'fiOht-C l~ill; 1l1&7•.29QO l!!Ki2¢i IWille AmerJc,l!n~im.MQf ~>.AIj ~his..es,.lVe4. WARN~G: TI\I$ AJA~ OOCUl'nel'lt Is protected bYU.$,Copytl9ftt,L~1I nd fritemat;on'.Im.tJes. UilaUthoffzed feprodut;tlon'or'diStributlon:~ thb />JA·~.!'1ent,orany PQlt~ ~flt'":lay I:llsurtlil:se.~ ...eclvh.'a:n·d;crJmI~lpenalties,:an'htll.l be pl'OSAlcuted to the maximum ~x1ent pO~Ib'eunde;ttfte:law. ih,sdoeumllnt~ 1 ~ by AJA~eat :t,$:42i~-9n ~2Jt3/2j)fi$' un<l~Qrder NQ,34771~1111 1 ~ l!~ on 0$l17-f2ll13.ll.nd is not fOr .resa!ll; U••rNot8.$i: ... ... > - .... ,(1766262561)

;i DEFENDANT'S

IZ (jfrom: John Maywald <[email protected]> . Sent: Friday, December 28, 2012 5:28 PM To: Thomas Pittman Cc: Steve Schiffman; Dave Morgan; Jack Green Subject: Los Cerritos - Draw # 6 Attachments: Draw # 6.pdf

Mr. Pittman, Attached is a copy of our Draw # 6 for the Los Cerritos Project.... The originals will be delivered to John Grable Architects on Wednesday, January 2nd • As of this day, we still have yet to receive executed Change Orders or payments for the following draws: September - Draw # 3 $ 28,286.11 October - Draw # 4 $ 3,541.66 November- Draw # 5 $271,597.03

Can you update me as to the status ofthese items.....

Thank you. (-'I \._/JJohn Maywald Vice President - Finance Select Building Systems, Inc. SBS Construction Scenic Loop Rd. Boerne, TX 78006 [email protected] (830) 981-5937 Phone / Fax (830) 981-5308 Corporate Fax

;;t DEFENDANrS

I EXM.IBIT Lf -AlA: Doc.ument G702™ - 1992 <Xl

- M M

~I I- Application and Certificate for p'ayment TO OWNER: Tri-Bar Ranch Company, Ltd. PROJECT: Los Cerritos Hanger •APPLICATION NO: 006 Distribution to: 10101 Reunion Place, Ste 1000 County Road 410 PERIOD TO: December·31, 2012 OWNER: San Antonio, TX 78216 Uvalde, TX .

CONTRACT FOR: General Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03, 2012 CONTRACTOR: X CONTRACTOR: 17 Scenic Loop Rd. ARCHITECT: 222 Austin H....'Y. PROJECT NOS: SSE-12-013/ / Boerne, TX 78006 San Antonio, TX 78209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and beliefthe Work covered by this Application for Payment has been completed in accordance with the Application is made for payment, as shown below, in connection with the Contract. Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Continuation Sheet, AlA Document 0703, is attached. Cerlil1cates for Payment were issued and payments received from the Owner, and that clll'rent 1. ORIGINAL CONTRACT SlJM $ 1,226,074.00 payment shown herein is now due.

2. NET CHANGE BY CHANGE ORDERS $ --=0;.:. :.0. ::.0 CONTRAC~OR:. . ..:: x..a 3. CONTRACT SUM TO DATE (Line 1 ± 2) $ 1,226,074.00 By:6YL.- 4. TOTAL COMPLETED & STORED TO DATE (Column 0 on G703) $_---:7:..:;0.;:;0,'-'-47:....:1.:.;:.3.:.,9 . State li?:'Texas ' 5. RETAINAGE: County of: Kendall a. ~% ofCompleted Work Subscribed and sworn to before (Column D + E on G703) 47c:.:.l:...: $._ _---'7:..:;0'-",0,..:.: 4 me this d6iLQayof~;Iz>\ 3- JOHN C. MAYWAlD .-~..........-- b. 0 % of Stored Material MY COMMISSION EXPIRES (Column F on G703) $. --=0.;.:.0""0 Notary PUb;' Q1r).

November 27,2015 Total Retainage'(Lines 5a + 5b 01' Total in Column Iof G703) $_ _-:.;70::.1.,::..04:..;7.:. .1:.. :4 MYCOl1lmi~~ 6. TOTAL EARNED LESS RETAINAGE . $_---:6:.=3.;:;0,'-"42::..;4:....:.2:.:.,5 ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 Total) . In accordance with the Contract DociUnents, based on on-site observations and the data comprising 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT ; $._----:.49;:..:1=,3..::.;91:.;.;.8;.:..9 this application, the Architect certitles to the Owner that to the best of the Architect's knowledge, information and beliefthe Work has progressed as indicated, the quality ofthe Work is in accordance (Line 6 from prior Certificate) with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT 8. CURRENT' PAYMENT DUE 1'--$_ _1_39..:....,0_32_.3§ CERTIFIED.

9. BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNt CERTIFIED $ ,-:7--;--;;-;:---:;-:-~ (Line 3 less Lit,Je 6) $_ _--=5..:.;95:.<;,6:. .;.4; .:.9.7.:.: .5 (Attach explanation if amount certified differsfrom the amount applied. Initial allfigures on this Application and on the Continuation Sheet that are changed to conform with the amount, certified.)

IcllANGE ORDER SUMMARY ADDITIONS . DEDUCTIONS ARCHITECT: trotal changes approved in previous months by Owner $ 0.0 $ 0.01 By: Date: _ !fotal approved this Month $ 0.0 $ 0.01 ------------ TOTALS '$ 0.0 $ O.O( This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of INET CHANGES bv Change Order $ 0.01 the Owner or Contractor lmder this Contract. '

AlA Document G702 TlI -1992. Copyright © 1953. 1963, 1965, 1971, 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA'" Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution ofthls AlA'" Document, or any portion of It, may result in severe civil and crIminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software al15:14:46 on 12/28/2012 under Order No.3477160119_1 which expires on 05/17/2013. and is not for resale. 1 User Notes: (1483684200), A B C D E F G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G+C) APPLICATION 'DATE (C-G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 18 Masonry - CMU 51,000.00 0.00 49,000.00 .- 0.00 49,000.00 96.08 % 2,000.00 0.00 19 Masonry - Stone 44,000.00 0.00 0.00 0.00 0.00 0.00% 44,000.00 0.00 -, 20 Mise Metals 1,000.00 97.70 0.00 0.00 97.70 9.77% 902.30 0.00 21 Rough Carpentry 8,000.00 0.00 0.00 0.00 0.00 0.00% 8,000.00 0.00 22 Cabinets & Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 23 Finish Carpentry 1,500.00 0.00 0'.00 0.00 0.00 0.00% 1,500.00 0.00 24 Cedar Plank Cladding 24,000.00 981.18 0.00 0.00 981.18 4.09% 23,018.82 0.00 Insulation & Fire 25 stopping 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 26 Caulking & Sealants 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 MetalDoors & 27 Hardware 3,600.00 0.00 2,762.68 0.00 2,762.68 76.74% 837.32 0.00 28 Storefront / Windows 4,520.00 0.00 1,019.00 0.00 1,019.00 22.54% 3,501.00 0.00 Wood Doors & 29 Hardware 1,300.00 0.00 0.00 0.00 0.00 0.00% 1,300.00 0.00 30 Overhead Door-14' 3,250.00 0.00 0.00 0.00 0.,00 0.00% 3,250.00 0.00 Metal Stud / Drywall - 31 System 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 32 Paint 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 33 Suspended Ceilings 6,300.00 0.00 0.00 0.00 0.00 0.00% 6,300.00 - 0.00 34 Ceramic Tile 2,500.00 0.00 0.00 '- 0.00 0.00 0.00% 2,500.00 0.00 35 Carpet & Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers & , 36 Cabinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 Metal Building - Including Hangar 38 Doors 353,203.00 256,155.24 59,851.50 0.00 316,006.74 89.47 % 37,196.26 0.00 39 Stairs 6,000.00 0.00 0.00 0.00 0.00 0.00% 6,000.00 0.00 40 Plumbing 54,750.00 20,800.00 0.00 0.00 20,800.00 37.99 % 33,950.00 0.00 AlA Document G703™ -1992. Copyrlght@ 1963, 1965, 1966, 1967,1970, 1976, 1963 and 1992 by The American Institute of Architects. All rights reserved. WARNING: ThiS AlA'" Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'" Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to 2 the maximum extent possible under the law. This document was produced by AlA software at 15:15:51 on 12126/2012 under Order No.3477160119_1 which expires on 05/17/2013. and is not for resale.

User Notes: . (1461000614)

- - - - - - - - - - - - - -.. _-_ .. _ ..._----_ .•. _- .. _- CONTRACTOR CONDITIONAL WAIVER AND RELEASE FOR PROGRESS PAYMENTS ************** Project: Los Cerritos Hangar County Road 410 Uvalde, TX Job No. 12-10-1378 Upon receipt by the signer of this document of a check from Tri-Bar Ranch Company. Ltd. (maker ofcheck) in the sum of $ 139.032.36 payable to Select Building Systems. mc. (payee or payees ofcheck) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property of Tri-Bar Ranch Company, Ltd. (owner) located at County Road 410, Uvalde. TX (location) to the following extent: General Contractor (job description).

This release covers a progress payment for all labor, services, equipment, or materials furnished to the property or to Tri-Bar Ranch Company. Ltd. (person with whom signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished.

Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer.

The signer warrants that the signer has already paid or will use the funds received from this progress payment to promptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, equipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s). .

Date: _ _ . . :. /. .=.,~ i4. :. .Z;: _ . ~ _--', 20 /Z _---"'j=r~~~~s~te:::oms~~m~cO<.:..------- (Company Name) #-=.p....:.:.-..::...,6L--~~-------- (Signature) ...:p=..:::;..::...<...;-"--''-- (Title} i 1 ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF KENDALL § This instrument was acknowledged before me on this the ~day of ~ ~ ,20 /;;2.. , by David L. Morgan, the Executive Vice President of Select Building Systems. Inc. a Texas ~C:>::o~rp"""o"'-'ra:tl:ti~·o~n,---_ on behalf ofsaid Corporation ,..

JOHN C. MAYWAlD MY COMMISSION EXPIRES November 21,2015

\"J 1 Dave Morgan (~~om: Dave Morgan ( ~nt: Friday, January 18, 2013 12:02 PM To: 'Thomas Pittman' Subject: RE: SBSjUvalde

Tom ... by any chance were the pending Change Orders processed and signed at the same time ???

Dave David L. Morgan, III Executive Vice President Chief Operating Officer Select Building Systems, Inc. dba SSS Construction Phone: (830) 981-5929, extension 1946 Fax: (830) 981-5308 E-mail: dmorgan@sbswor/d.net From: Thomas Pittman [mailto:[email protected]] Sent: Thursday, January 17, 2013 2:04 PM To: Dave Morgan Subject: Re: SBSjUvalde Glad I could help ( _)mt from my iPhone On Jan 17,2013, at 1:56 PM, "Dave Morgan" <[email protected]> wrote: Tom .. was able to get the Los Cerritos checks just before lunch ... THANKS for your assistance .., Dave David L. Morgan, III Executive.Vice President Chief Operating Officer Select Building Systems, Inc. dba SBS Construction Phone: (830) 981-5929, extension 1946 Fax: (830) 981-5308 E-mail: dmorgan@sbswor/d.net

From: Dave Morgan Sent: Wednesday, January 09, 2013 1:06 PM To: Thomas Pittman Subject: SBSjUvalde Tom ...

Appreciate the opportunity to meet on Monday ... seems like it was a good meeting ... look forward to the continuing dialog on the project and our next meeting on the 22 nd .~~~~~~_ ;it DEFENDANT'S

I EXHIBIT· so: 5l3S Thanks for your efforts in trying to get the checks and change orders in time for the meeting ... would it be beneficial for me to contact anyone in your organization to see what is holding up payment and processing of the documents ... I will be glad to take the pressure off you and talk !) to Tony or anyone you suggest ... we just don't run into this situation often and with a new relationship I don't want to approach the wrong person but am getting equal pressure on this side to resolve this matter as well ...

Your thoughts and guidance are appreciated ... call anytime on my cell at 210-887-1106 will follow whatever course of action you recommend ... thanks in advance for all your help .

Dave David L. Morgan, III Executive Vice President Chief Operating Officer Select Building Systems, Inc. dba SBS Construction Phone: (830) 981-5929, extension 1946 Fax: (830) 981-5308 E-mail: dmorgan@sbsworldnet THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) is INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRiBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

Dave Morgan From: Dave Morgan '~)nt: Thursday, January 31, 2013 3:55 PM .0: 'Thomas Pittman' Cc: Jack Green; John Maywald; Steve Schiffman Subject: Los Cerritos December Application for Payment - #6

Tom ...

Can you update SBS on the status of payment of our December Application for Payment that was sent to you on December 28, 2012 ...

Can you also update SBS on the status of the execution of Change Orders #1 and #2 that have been in your possession for several months ... SBS has been informed in the past that these Change Orders had been signed, but to date we have never received a signed copy ...

As always, you assistance and prompt response is appreciated ...

Dave David L Morgan, III Executive Vice President Chief Operating Officer Select Building Systems, Inc. dba SBS Construction ,phone: (830) 981-5929, extension 1946 ( j: (830) 981-5308 '~~o'l18l1: [email protected]

Tri-Bar Ranch Company, Ltd. Los Cerritos Hanger 10101 Reunion Place, Ste 100 County Road 410 San Antonio, TX 78216 Uvalde, TX

7/31/2012 8/31/2012 9/30/2012 10/31/2012 11/30/2012 12/31/2012 1/31/2013 2/15/2013 2/18/2013 Draw # 1 Draw#2 Draw#3 Draw#4 Draw # 5 Draw#6 Draw#7 Draw#8 Draw # 9 Retainage Subcontractor / Supplier: Ace Concrete 40,300.00 99,380.00 16,000.00 18,720.00 Associated Glass, Ltd. 1,019.00 16,204.29 6,684.71 Compton A/C & Heating 6,420.00 3,788.00 Dynamic Door & Hardware 2,709.65 845.69 Gallery of Stone 49,000.00 25,000.00 (2,500.00) Guido Lumber 7,167.83 KFW Engineers 2,177.50 Robertson Electric 19,180.00 18,880.00 19,710.00 31,480.00 San Antonio Septic, LLC 9,800.00 Schulte Building Systems 204,755.24 9,029.52 8,528.09 Superior Metal Services 51,400.00 59,689.00 17,166.54 20,074.46 Texas Star Plumbing 19,000.00 1,800.00 650.00 SBS Construction Mobilization 2,000.00 Project Superintendent 716.38 4,536.73 3,586.98 4,017.53 Project Manager 1,156.23 3,491.55 956.78 1,298.52 1,435.14 1,230.11 1,614.23 585.90 Temporary Facility Costs 351.81 357.22 2,000.82 1,033.82 930.47 7,827.14 Other General Condition Costs 417.92 603.46 21.21 518.53 316.51 198.98 Generator Rental 6,100.00 Travel Costs 115.23 624.91 375.88 26.06 2,435.89 2,035.13 2,251.14 General Liability Insurance 4,904.00 (1,471.20) Builder's Risk Insurance 188.82 377.64 188.82 188.82 188.82 188.82 (33.74) Debris Removal 750.00 1,100.00 Masonry 750.72 Misc. Metals 97.70 Cedar Plank Cladding 981.18 Metal Doors & Hardware 53.03 Metal Stud Framing 161.94 64.63 Metal Building 162.50 989.89 397.20 Contractor Fee 6,539.04 8,927.61 2,334.07 290.62 22,350.81 11,443.32 9,785.59 6,824.38 68,495.44 Total Gross Draw 88,290.50 120,561.82 31,429.01 3,935.18 301,774.48 154,480.40 132,077.74 85,403.63 0.00 Retainage Held (8,829.05) (12,056.18) (3,142.90) (393.52) (30,177.45) (15,448.04) (13.207.77) (8,540.36) 91,795.28 Net Draw 7946145' 10850564 2828611 354166 ~ 27159703 13903236 11886997 , 7686327 9179528 917,952.77 Amount Paid 79,461.45 108,505.64 28,286.11 3,541]l; 271,597.03 Payment Date 9/6/2012 10/22/2012 1/17/2013 Check Number 801188 801265 801455 Balance Due by draw 0.00 0.00 0.00 0.00 0.00 139,032.36 118,869.97 76,863.27 91,795.28 i1 DEFENDANT'S 4 - EXH,IBIT TOTAL AMOUNT DUE 426,560.88 , 7' John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE May 19, 2013 10:23 PM GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=JGRABLE.JOHNGRABLE.COM_55280B3AB> To: Thomas Pittman <TPitlman@!ewisenergy.com> Re: Uvalde Hangar showers not right in my mind to tool around with the working mans paycheck Sent from my iPad On May 19, 2013, at 10:22 PM, 'Thomas Pittman II <[email protected]>wrote: Nothing to worry about my friend Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio. Tx. 78216 On May 19, 2013, at 9:49 PM, "John Grable ll <[email protected]> wrote: Seems like we are back in an SSS grind with us pushing the unpaid Does not seem right John Grable FAIA www.johngrable.com On May 19,2013, at 9:47 PM, 'Thomas Pittman" <[email protected]> wrote: No he doesn't. Let's earn our keep and keep him out of the daily shit we need to do. He doesn't need to know about the crap we do every day Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (21 Q) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 On May 19, 2013, at 9:22 PM, IIJohn G.ril.ab~le~'~'<~'~rililbl~_~~~~ . .;;j DEFENDANT'S

I7 mT Rod needs to know this Contrary to ranch ban directive ?!!!

John Grable FAIA www.johngrable.com On May 19, 2013, at 9:19 PM, 'Thomas Pittman l1 <[email protected]> wrote: Ironically crews are pulling off because I can't get them paid. The cheapest best guys have to be paid every other week. Steve mower in accounting told me that's not going to happen because tiny has to approve everything and he sits on all the invoices tell the cows come home.

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: .(210) 26.2.:1686 10067 Jones Maltsberger San Antonio. Tx. 78216 On May 19, 2013, at 9:04 PM, I1John Grable l1 <[email protected]>wrote: He always second guesses everyone So sad John Grable FAIA www.johngrable.com On May 19, 2013, at 9:02 PM, I1Thomas Pittman l1 <[email protected]>wrote: Every project Rod has is macro micro managed. He needs to find someone he trusts and let him make all this shit happen. It's not me and damn sure not tiny. Hope he finds someone in his future.

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (21 Q) 384-5892 cell: (21Q) 262-1686 10067 Jones Maltsberger San Antonio. Tx. 78216 On May 19,2013, at 8:58 PM, "John Grable" <[email protected]>wrote: Agree on all Remembered he likes the the big water pressure World class is all about finishing and executing details Dont want pas on my back Will be W C when we pull off No one has done this for him We are always there with sudden answers to keep forward progress Feel runway lighting lagging too John Grable FAIA www.johngrable.com On May 19,2013, at 8:54 PM, ''Thomas Pittman ll <[email protected].> wrote: I know that with all my gut and heart. I don 't want the the big dog to get focused on details. We need to focus on the big picture. Getting this one of a kind world class deal done. Keep him off of the details and focused on the big picture. Neither of us need an atta boy at this point. Let's press on to the completion of this project.

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (21 Q) 262-1686 10067 Jones Maltsberger San Antonio. Tx. 78216 On May 19, 2013, at 8:43 PM, IIJohn Grable" <[email protected]> wrote: Sent Lingo email I am one of the team John Grable FAIA www.johngrable.com On May 19,2013, at 8:42 PM, "Thomas Pittman" <[email protected]> wrote: I have your back. I have my teams back. There's a reason I've always been the team captain and point man. At the end of the day it's going to be world class. Just let me be the lead dog. It's all good Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (21Q) 384-5892 cell: (21 Q) 262-1686 10067 Jones Maltsberger San Antonio. Tx. 78216 On May 19, 2013, at 8:38 PM, "John Grable" <[email protected]> wrote: I am all in We canf afford to be anything but a team Esprit de corp Semper fi

John Grable FAIA www.johngrable.com On May 19, 2013, at 8:31 PM, "Thomas Pittman" <[email protected]> wrote: Understood John. It's about protecting the team. It's all good just don't want to put Lingo in a bad place. Just like I didn't put Bob C in a hard place. Not a big deal. We will move hard on the water service tomorrow and get it done.

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (21 Q) 384-5892 cell: !21 Q) 262.:.16.8.6 10067 Jones Maltsberger San Antonio. Tx. 78216 On May 19, 2013, at 8:26 PM, "John Grable" <[email protected]> wrote: I mean all wells and septic are in house ranch subs I will push Well serves other structures including lodge and future ranch manager per Rod last site mtg tour. ..

John Grable FAIA

On May 19, 2013, at 8:07 PM, IIThomas Pittman ll <[email protected]> wrote: I understand but lingo hasn't done shit. He needs to move on it and move fast.

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio. Tx. 78216 On May 19, 2013, at 8:05 PM, IIJohn Grable ll <[email protected]> wrote: Sounds good Will do New well was discussed long ago John Grable FAIA

On May 19, 2013, at 7:56 PM, IIThomas Pittman ll <[email protected]> wrote: Hello John. Biggest problem we have is the water supply. I understand that Lingo is supposed to handle that. We are way behind the curve getting this done. Not only does the well have to be there, maybe it is, but the water has to be tested, etc. etc. I'm not going to throw Lingo under the bus. Can you touch base with him and see where we are with this before we open up a can a worms? Hope Rod doesn't pick up on this. But he doesn't miss. Please don't copy Rod when you get with Lingo Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio. Tx. 78216 On May 19, 2013, at 7:43 PM, "John Grable" <[email protected]> wrote: Rod Not sure if you visited site but please note that All Showers will have 3/4 inch water lines.

Daniel Boddie has this task on his work list for the upcoming week.

Plumber are gathering the fittings.

Regards John Grable FAIA www.johngrable.com THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED.'IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANKYOUI THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED.

THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

, / I '----I must not disclose or use the information contained in it. If you received this email in error, please notify us immediately via return email and delete all information.

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU! ! .

I, ) Tony Weigand <[email protected]> June 26, 2013 2:54 PM To: Daniel Boddie <[email protected]> Re: Subcontractor Payment- Los Cerritos ._---,,---------_._-------- Appreciate that.

Sent from my BlackBerry 10 smartphone.

From: Daniel Boddie sent: Wednesday, June 26, 2013 12:32 PM To: Tony Weigand Subject: Re: S~bcontractor Payment:;...-:;::Lo:':::s::;Ce::::..rr:,.:::ito:::::s:.......- ._ _

I am trying to strike a deal with Robert to double his crew size on Monday to make up for lost time this week. III let you know how it turns out.

Daniel Boddie I Partner BoDen, LLC I 210.885.9537 Cell I 11550 tH. 10 West, Suite 395A San Antonio, TX 78230 On Jun 26,2013, at 12:23 PM, Tony Weigand <[email protected]>wrote: I don't blame him. I'd have pulled off too.

Tony General Manager On Jun 26, 2013, at 9:34 AM, "Daniel Boddie" <[email protected]> wrote: Tony, Citing non payment, United Erectors has left this project to work on other jobs to make payroll for the remainder of this week. Robert is planning on having crews onsite Monday, however this is a true effect to our schedule and may effect other trades (such as glass/glazing).

I hope that you understand that I am doing everything that I can to try to get guys here, however when something like this does happen, it is my duty to make sure that you are informed.

Thanks, Daniel Boddie I Partner BoDen, LLC I 210.885,9537 Cell I 11550 tH. 10 West, Suite 395A San Antonio, TX 78230 , DEF~NDANT'S' -EXH~~IT I 7P/"7{ I 11-10-12 Los Cerritos Hclngar SaSDrawApplication #4 Los Cerritos Ranch

Gentlemen: DraWAPPUcation.~i~pproved. .

SSS hasaHghtdtlvvthis.rnonthasvvorkis,ata standstill untilthe PEMB is delivered.

SBSscopeofworkis Hmitedtothesepticsystem install. No concrete was poured for the concrete approach at front of the hangaf. Form and steelworkisinstaUed -Iocalconcretesupplierwin not provide concrete unlessitjsC.O~D.Owner holding back draws untilSBS can deliver PEMB as<scheduled.

actor Release Form...; €onditibnal'WaiVer & Release .JGA dfiIivered hard copy to Tom Pittman, G,'acier Cap

Sincerely,

Cc; via '. e-mail with":c>~~ftments: Rod Lewis Garrett Glass Tom Pittman SSS Construction -Jack Green John Maywald From: John Maywald ~l~nt: Tuesday, February 05, 2013 9:10 AM ( ,: [email protected] Cc: Dave Morgan; Jack Green Subject: Los Cerritos - Draw # 7 Attachments: Draw # 7.pdf

Mr. Pittman, Attached is a copy of our draw # 7 for the Los Cerritos Project. Originals will be delivered to John Grable Architects on Wednesday, February 6th • Also, can you give me the status of payment of our December draw.

Thankyou.

John Maywald Vice President - Finance Select Building Systems, Inc. SBS Construction Scenic Loop Rd. Boerne, TX 78006 [email protected] (830) 981-5937 Phone / Fax rL830) 981-5308 Corporate Fax "~)

;;i DEFENDANT'S . EXHIBIT 1 SBS 0234 , If) s (-AlA ~I - Document G702™ .- 1-992 .:1_'" Application and Certificate for Payment TO OWNER: Tri-Bar Ranch Company, Ltd. PROJECT: Los Cerritos Hanger APPLICATION NO: 007 10101 Reunion Place, Ste 1000 Distribution to: County Road 410 San Antonio, TX 78216 PERIOD TO: January 31, 2013 OWNER: Uvalde, TX CONTRACT FOR: General Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03,2012 CONTRACTOR: 17 Scenic Loop Rd. ARCHITECT: 222 Austin Hwy. . CONTRACTOR: X PROJECT NOS: SSE-12-013 / / .Boerne, TX 78006 San Antonio, 'IX 78209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best ofthe Contractor's knowledge, information and beliefthe Work covered by this Application for Payment has been completed in accordance with the Application is made for payment, as shown below, in connection with the Contract. Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Continuation Sheet, AIA Document 0703, is attached. Certificates for Payment were issued and payments received from the Owner, and that current 1. ORIGINAL CONTRACT SUM $ 1,226,074.00 payment shown herein is now due.

CONTRACTOR:~'~ ~ ~ 2. NET CHANGE BY CHANGE ORDERS $ 72,. :. ;,1. . ;.44.. .;. 0,-,-0 3. CONTRACT SUM TO DATE (Line 1 :l: 2) ~............................................... $ 1,298,218.00 By: cyr "Date: 4. TOTAL COMPLETED & STORED TO DATE (Colunm 0 on 0703) $_----"8;;.;.32..<;.,5....:.;49:..;,..1=3 State-o-f-:T-¢~~S~~(C.....J.W:;;;"~!!!:::,,:~-- 5. RETAINAGE: County of: KENDALL a. Hr' %:ofC~mpleted Work ;,.• :.,.~, :. :': '-r" '~S~~s~rib'~d and sworn tq.~re b. ~COIU~ ~;t:r:~ ~~~:~al $ ..:.8.::.;3,~25:..4:.l:::~;",:;1" :me this $f!,.;....day o(~~ pPt.J JOHN C. MAYWALD MY COMMISSION EXPIRES

Tota (CI~oR.luJE.n:Fon(L:~703)5 etamage mes a+ S'b T' I' C I I or ota m oumn 0 f070$3·-)----$....:0:;i~O~9L:8::3<:2::5;·4;·'9· ~=~o~p' ire~: . !.::M.r --:a~..:..;~e~:~·-f{..:...;;~'). ,. ~{/~v.; ~"'4:. . :1' ....;; /.)') ---~ November 27, 2015 __- - - - - - - - - 6. TOTAL EARNED LESS RETAINAGE $ 749,294.22 ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 Total) In accordance with the Contract Documents, based on on-site observations and the data comprising 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT $. 630,424.25 this application, the Architect certifies to the Owner that to the best of the Architect's lmowledge, information and beliefthe Work has progresse.d as indicated, the quality ofthe Work is in accordance (Line 6 from prior Certificate) . with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT 8. CURR'ENT PAYMENT DUE I$ 118,869.9~ CERTlFIED.

9. BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED $_-...".....,,.,......,...--__- (Line 3 less Line 6) $ 548,923.78 (Attach explanation ifamount certified diffirsfrom the amount applied. Initial allfigures on this Application and on the Continuation Sheet that are changed to conform with the amount certified.)

LnHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS ARCHITECT: Ifotal changes approved in previous months by Owner $ 72,144.0 $ 0.0 By: _ Date: _ Irotal aooroved this Month $ 0.0 $ 0.0 TOTALS $ 72,144.0 $ 0.0 This Certificate is not negotiable. The AMOUNT CERTlFIED is payable only to the Contractor named herein. Issuance, payment and acceptance ofpayl1lent are without prejudice to any rights of INET CHANGES bv Change Order $ 72,144.0 the Owner or Contractor under this Contract.

SBS 0235 AlA Document G702™ -1992. Copyright © 1953, 1963, 1965, 1971, 1978, 1983 and 1992 by The American Institute of Architects. All rlght$ reserved. WARNING: This AlA'" Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'" Document, or any portion of it. may result in severe civil and criminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA software at 16:52:33 on 02101/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is not for resale.

User Notes: (1129786159) \::·AIA: Doc'ument G703™ - 1992 Continuation Sheet 1M AlA Document, G702 1992, Application and Certification for Payment, or G7361M-2009, APPLICATION NO: 007 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, containing Contractor's signed certification is attached. APPLICATION DATE: 01/31/2013 In tabulations below, amounts ·are in US dollars. PERIOD TO: 01/31/2013 Use Column I on Contracts where variable retainage for line items may apply.

ARCHITECT'S PROJECT NO' SSE-12-013 A B C D E F G H WORK COMPLETED TOTAL FROM MATERIALS COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % NO. WORK VALUE PREVIOUS StORED AND STORED TO (G+C) FINISH (IF VARIABLE APPLICATION THIS PERIOD DATE (C· G) RATE) (NOT IN D OR E) (D+E+F) (D+E) 1 Mobilization 2,000.00 2,000.00 0.00 0.00 2,000.00 100.00 % 0.00 0.00 Project 2 Superintendent 48,000.00 5,253.11 3,586.98 0.00 . 8,840.09 18.42 % 39,159.91. 0.00 3 Project Management 10,000.00 9,568.33 1,614.23 0.00 11,182.56 111.83 % -1,182.56 0.00 Rental of Temporary ;~~.~: ..::.. ,- ~: . ",.

Facilities, Equipment, ,1;· ..

4 etc. 9,000.00 3,743.67 930.47 0.00 4,674.14 :i 4,325,86 0.00 Other General 5 Conditions Costs 3,000.00 1,561.12 316.51 0.00 1,877.63 62.59% . 1;1'22:37 ... " 0.00 6 Travel 12,000.00 3,577.97 2,035.13 0.00 5,613.10 46.78 % 6,386.90 0.00 General Liability 7 Insurance 4,904.00 4,904.00 0.00 0.00 4,904.00 100.00 % 0.00 0.00 Builder's Risk 8 Insurance 1,840.00 1,132.92 188.82 0.00 1,321.74 71.83 % 518.26 0.00 9 Casual Labor 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 10 Final Cleaning 1,800.00 0.00 0.00 0.00 0.00 0.00% 1,800.00 0.00 11. Debris Removal. 3,500.00 750.00 0.00 0.00 750.00 21.43 % 2,750.00 0.00 12 Surveying & Stak:ing 2,177.50 2,177.50 0.00 0.00 2,177.50 100.00 % 0.00 0.00 13 Site Utilities 16,322.50 9,800.00 0.00 0.00 9,800.00 60.04 % 6,522.50 0.00 14 Foundation 12" thick 140,000.00 139,680.00 0.00 0.00 139,680.00 99.77% 320.00 0.00 Concrete Paving & 15 Curbs 71,000.00 16,000.00 0.00 0.00 16,000.00 22.54% 55,000.00 0.00 16 Mezzanines 3,800.00 0.00 0.00 0.00 0.00 0.00% 3,800.00 0.00 17 Concrete Staining 18,000.00 0.00 0.00 0.00 0.00 0.00% 18,000.00 0.00· AlA Document G703™ -1992. Copyright © 1963, 1965, 1966, 1967,1970, 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA"Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproductlon or distribution of this AlA'" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA software at 08:51:43 on 02105/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is not for resale.

User Notes: (2004169594)

SBS 0236 A B C D E F G H I WORK. CO:MPLETED TOTAL MATERIALS ITEM DESCRIPTION OF SCHEDULED FROM COMPLETED BALANCE TO RETAINAGE PRESENTLY % NO. WORK. VALUE PREVIOUS AND STORED TO FINISH (IF VARlABLE THIS PERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 18 Masonry - CMU 51;000.00 49,000.00 3,650.00 0.00 52,650.00 103.24% -1,650.00 0.00 19 Masonry - Stone 44,000.00 0.00 8;650.00 0.00 8,650.00 19.66% 35,350.00 0.00 20 MiscMetals 1,000.00 97.70 0.00 0.00 97.70 9.77% 902.30 0.00 21 Rough Carpentry 8,000.00 0.00 4,251.64 0.00 4,251.64 53.15 % 3,748.36 0.00 22 Cabinets & Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 23 Finish Carpentry 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 24 Cedar Plank Cladding 24,000.00 981.18 0.00 0.00 981.18 4.09% 23,018.82 0.00 Insulation & Fire 25 stopping 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 26 Caulking & Sealants 2,500.00 0.00 0.00 0.00 0.00 0.00% 2;500.00 0.00 MetalDoors & 27 Hardware 3,600.00 2,762.68 0.00 0.00 2,762.68 76.74·% 837.32 0.00 28 Storefront / Windows 4,520.00 1,019.00 3,501.00 0.00 4,520.00 100.00 % 0.00 0.00 Wood DOQrs& 29 Hardware 1,300.00 0.00 1,242.96 0.00 1,242.96 95.61 % 57.04 0.00 30 Overhead Door-14' 3,250.00 0.00 0.00 0.00 0.00 0.00% 3,250.00 0.00 Metal Stud / Drywall 31 System 5,000.00 0.00 1,835.17 0.00 1,835.17 36.70 % 3,164.83 - 0.00 32 Paint 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 33 Suspended Ceilings 6,300.00 0.00 0.00 0.00 0.00 0.00% 6,300.00 0.00 34 Ceramic Tile 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 35 Carpet & Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers & 36 Cabinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 Metal Building- .

Including Hangar 38 Doors 353,203.00 316,006.74 15,185.95 0.00 331,192.69 93.77% 22,010.31 0.00 39 Stairs 6,000.00 0.00 0.00 0.00 0.00 0.00% 6,000.00 0.00 40 Plumbing 54,750.00 20,800.00 0.00 0.00 20,800.00 37.99 % 33,950.00 0.00 AlA Document G703™ -1992. CopYright © 1963. 1965. 1966, 1967,1970. 1978. 1983 and 1992 by The Amencan InstItute of Architects. All rights reserved. WARNING: Thls.AIA"' Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA"' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 08:51 :43 on 02105/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is not for resale. 2 User Notes: (2004169594) SBS 0237 A B C D E F G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FtNISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G+C) ,APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 41 HVAC 28,437.00 0.00 6,420.00 0.00 6,420.00 22.58 % 22,017.00 0.00 42 Big Ass Fans 15,600.00 0.00 0.00 0.00 0.00 0.00% 15,600.00 0.00 43 Electrical 128,800.00 57,770.00 31,480.00 0.00 89,250.00 69.29 % 39,550.00 0.00 44 Contractor's Fee 90,820.00 51,885.47 6,793.33 0.00 58,678.80 64.61 % 32,141.20 0.00 COl Masonry 12,700.00 0.00 12,700.00 0.00 12,700.00 100.00 % 0.00 0.00 COl Cedar Plank Cladding 6,800.00 0.00 0.00 0.00 0.00 0.00% 6,800.00 0.00 COl Metal 'Building 12,000.00 0.00 12,000.00 0.00 12,000.00 100.00 % 0.00 0.00 COl Electrical 9,800.00 0.00 0.00 0.00 0.00 0.00% 9,800.00 0.00 COl Contractor's Fee 3,300.00 0.00 1,976.00 0.00 1,976.00 59.88 % 1,324.00 0.00 CO2 Storefront/Windows 25,504.00 0.00 12,703.29 0.00 12,703.29 49.81.~ 12,800.71 0.00 CO2 Contractor's Fee 2,040.00 0.00 1,016.26 0.00 1,016.26 49.82 % 1,013.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00'% 0.00 0.00 GRAND TOTAL $1,298,218.00 $700,471.39 $132,077.74 $0.00 $832,549.13 64.13 % $465,668.87 $0.00

SBS 0238 AlA Document G703™ -1992. Copyright © 1963, 1965, 1966, 1967,1970, 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AIAC!> Document Is protected ,by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of this AlAC!> Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 08:51:43 on 02105/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is not for resale.

User Notes: (2004169594) CONTRACTOR CONDITIONAL WAIVERAND RELEASE FOR PROGRESS PAYMENTS ************** I rroject: Los Cerritos Hangar County Road 410 Uvalde, TX Job No. 12-10-1378 Upon receipt by the signer ofthis document of a check from Tri-Bar Ranch Company, Ltd. (maker oj check) in the sum of $ 118,869.97 payable to Select Building Systems, Inc. (payee or payees ojcheck) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property of Tri-Bar Ranch Company, Ltd. (owner) located at County Road 410, Uvalde, TX (location) to the following extent: General Contractor (job description).

This release covers a progress payment fOf all labor, services, equipment, or materials furnished t6 the property or to Tri-Bar Ranch Company, Ltd. (person with whom signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished.

Before any recipient ofthis document relies on this document, the recipient should·verify evidence of payment to the signer.

The signer warrants that the signer has already paid or will use the funds received from this progress payment to promptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, ("jlipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress ''r...::yment request(s). > •

.Date: ~~ ,20/ 3 .

_~~~~~~~~.....m~ (CompanyName) By: ----z:~~.LL...!~:........,,t:_----!~~-----:-~-- (Signature) Its: -=.<..-'-'.-<.=..--£.-::'---->~=.;;"'-if..L.---7"'=-~-'----- (Title) ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF KENDALL § This instrument was acknowledged before I)1e'~nthis the Sf? day of ~ ' 20 t] , by David L. Morgan ,the Executive Vice President of Select Building Systems:JllC:G[Texas _C-=.=orp"*"-",o=ra=ti,,,,,o=n_-, on behalf of said Corporation ~~4C;;;;;:> =--- JOHN C. MAYWALD MY COMMISSION EXPIRES ~eofTexas November 27, 2015 ~ /VI Printed Name: <fa fJr\ c,., / I '1'tJ.vJpr;Q My Commission Expires: C( 1?J11 ooS- I I SBS 0239 Dave Morgan From: Dave Morgan (-~7t: Wednesday, February 06,2013 11:34 AM . .I: 'Thomas Pittman' Cc: Jack Green; John Maywald; Steve Schiffman Subject: SBS-Los Cerritos Attachments: SBS_CONSTRUCTION_20130206_112349.pdf Importance: High

Tom ... please note the attached letter ... please let me know if there is anything we can do during the transition .. thanks for all your assistance ... Dave David L. Morgan, III Executive Vice President Chief Operating Officer Select Building Systems, Inc. dba SBS Construction Phone: (830) 981-5929, extension 1946 Fax: (830) 981-5308 E-mail: [email protected]

;i DEFENDANT'S EX" . I..BIT 1 SBS 1933

.,l/ \ ./5" iilSBS CONSTRUCTION • DEVELOPMENT P.O. Box 780849 San Antonio, TX 78278-0849 February 6, 2013 Mr. Tom Pittman Director of Construction Management Glacier Cap Construction 10067 Jon~s Maltsberger San Antonio, Texas 78216 Sent February 6, 2013 via email to:[email protected] Tom, Steve and Jack informed me last evening of the decision made by you and representatives ofTri-Bar Ranch Company, Ltd. to complete the remaining scope of work at the Uvalde Hanger Site utilizing internal management personnel. We are in the process of notifying each of the vendors, suppliers and subcontractors of your decision and will issue each of them a notice to cease all work effective today, February 6, 2013.

We will request that each of them submit a status report to Jack as of the close of business today and that they coordinate transfer of any materials to you through an on-site verification process with Kyle.

We will also request that a final.accounting of all costs incurred to date from each vendor, supplier and subcontractor be submitted to our office as of the close of business this Friday. SBS will then prepare a final invoice on behalf of SBS and all the vendors, suppliers and subcontractors and submit to your att¢ntion as .quicklyas possible. As per Steve and Jack's representation of the discussions during their meeting with you, we will inform these various entities that we e·xpect a quick review of the final accounting with payment to be received from Tri-Bar Ranch Company, Ltd. on a timely basis.

Please do not hesitate to contact me at 830-981-5946 or via email at [email protected] should you have any questions or have any different instructions. SBS will endeavor to make this a smooth transition and will cooperate with you and your staff throughout this process.

Sincerely, Select Building Systems, Inc. ~.

David L. Morgan Executive Vice President cc: Steve Schiffman, President Jack Green, Project Manager John Maywald, Vice President of Finance

17 Scenic Loop Rd.( Boerne( TX 78006 830.981.5929 Phone 1flI· Fax 830.981.5308 SBS 1934 mgSBS CONSTRUCTION • DEVELOPMENT P.O. Box 780849 San Antonio, TX 78278-0849 February 15,2013 Mr. Tom Pittman Director of Construction Management Glacier Cap Construction 10067 Jones Maltsberger San Antonio, TX 78216 Re: Los Cerritos Hanger Project Tom, Attached as per your instructions are the final invoices and related documents necessary to close out our relationship with you on the Uvalde project. I had ·our accounting department gather all the final costs and expenses from each subcontractor and supplier so thatwe could prepare this invoice. Sorry that it took a few extra days, but, as with SBS, no one was expecting to have to suddenly close out their project files on this development.

As I mentioned during our last meeting, I am disappointed that our relationship ended in the manner in which it did. While we accepted the challenge to deal with the various parties involved and to manage the ongoing design changes, we at SBS obviously did not meet your expectations or the expectations of (J Mr. Lewis. For that, I personally apologize and hope that you realize that we did endeavor and were totally committed to complete all the tasks assigned to us. .

As Jack and I expressed, SBS will cooperate with you throughout the final stage of this process. We have called upon our relationships with the various subcontractors and suppliers to amicably close out their contracts on this project with minimal additional costs. This was in no small part accomplished but for your representation that everyone would be fairly compensated in a timely manner.

In addition to the final applications for payment and retention, we hdve prepared a recap of the outstanding amounts due to SBS and provided a list of all subcontractors so that you can contact any of them in the event you desire to continue to utilize their products or services. Upon final payment to SBS, we will immediately pay all outstanding invoices so that we can close out the job cost files on the Los Cerritos development.

Please contact me at 21 0-379-7708 should you have any questions onthe information included.

Sincerely, Select Building Systems, Inc. ~ ~ SO.. J ..• J"'~; Stephen S. Schiffman, ~\ .

;j DEFENDANT'S "- - EXHIBIT 17 Scenic Loop Rd., Boerrie', TX 78006 , 1/5 . 830.981.5929 Phone II'Jl Fax 830.981.5308 SBS 0254 .Q':i'5c:'1"" ··· ..:;.)F/:::> .

Tri·Bar Ranch Company, ltd. los Cerritos Hanger 10101 Reunion Place, Ste 100 County Road 410 San Antonio, TX 78216 Uvalde, TX

7/31/2012 S/31/2012 9/30/2012 10/31/2012 11/30/2012 12/31/2012 1/31/2013 2/15/2013 2/18/2013 Draw#l Draw#2 Draw#3 Draw#4 Draw#5 Draw # 6 Draw #7 Draw#S Draw # 9 Retainage Subcontractor / Supplier: Ace Concrete 40,300.00 99,380.00 16,000.00 18,720.00 Associated Glass, Ltd. 1,019.00 16,204.29 6,684.71 Compton A/C & Heating 6,420.00 3,788.00 Dynamic Door & Hardware 2,709.65 845.69 Gallery of Stone 49,000.00 25,000.00 (2,500.00) Guido lumber 7,167.83 KFW Engineers 2,177.50 Robertson Electric 19,180.00 18,880.00 19,710.00 31,480.00 San Antonio Septic, LLC 9,800.00 Schulte Building Systems 204,755.24 9,029.52 8,528.09 Superior Metal Services 51,400.00 59,689.00 17,166.54 20,074.46 Texas Star ~Iumblng 19,000.00 1,800.00 6S0.00 SBS Construction Mobilization 2,000.00 Project Superintendent 716.38 4,536.73 3,586.98 4,017.53 Project Ma'nager 1,156.23 3,491.55 956.78 1,298.52 1,435.14 1,230.11 1,614.23 585.90 Temporary Facility Costs 351.81 357.22 2,000.82 1,033.82 930.47 7,827.14 Other General Condition Costs 417.92 603.46 21.21 518.53 316.51 198.98 Generator Rental 6,100.00 Travel Costs 115.23 624.91 375.88' 26.06 2,435.89 2,035.13 2,251.14 General L1ability Insurance 4,904.00 (1,471.20) Builder's Risk Insurance 188.82 377.64 188.82 188.82 188.82 188.82 (33.74) Debris Removal 750.00 1,100.00 Masonry 750.72 Misc. Metals 97.70 Cedar Plank Cladding 981.18 Metal Doors & Hardware 53.03 Metal Stud Framing 161.94 64.63 Metal Building 162.50 989.89 397.20 Contractor: Fee 6,539.04 8,927.61 2,334.07 290.62 22,350.81 11:,443.32 9,785.59 6,824.38 Total Gross Draw 88,290.50 120,561.82 31,429.01 3,935.18 301,774.48 154,480.40 132,077.74 85,403.63 0.00 Retainage Held (8,829.05) (12,056.18) (3,142.90} (393.52) (30,177A5) (15,448.04) (13,207.77) (8,540.36) 91,795.28 Net Draw 79,461.45 108,505.64 28,286.11 3,541.66 271,597.03 139,032.36 118,869.97 76,863.27 91,795.28 Amount Paid 79,461.45 108,505.64 28,286.11 3,541.66 271,597.03 Balance Due by draw 0.00 0.00 0.00 0.00 0.00 139,032.36 .118,869.97 76,863.27 91,795.28 TOTAL AMOUNT DUE 426,560.88

SBS 0255 ------------------

Client: Tri~Bar Ranch Company, Ltd. Job: TriBar-Los Cerritos,Uvalde,TX County Road 410 Uvalde TX

Work Performed Subcontractor Address Phone Contact concrete ACE CONCRETE CO. 851 IH 35, Suite M New Braunfels, TX 78130 (830) 660-9442 Dale Witt Storefront/Windows ASSOCIATED GLASS, LTD. 333 W. CEVALLOS SAN ANTONIO, TX 78204 (210) 655-5858 Billy Baertich Big Ass Fan Installation BIG ASS FANS COMPANY 2425 Merchant Street Lexington, KY 40511 (859) 629-6207 Jason Carroll HVAC COHPTON A/C & HEATING 415 Breesport, Suite 105 San Antonio, TX 78216 (210) 403-2943 Ross Compton Painting DABS PAINTING P.O. Box 120 Katy, TX 77492 (281) 693-0419 Don Rosso HM Doors DYNl'.MIC DOOR & IlARDWARE P. O. Box 40785 Houston, TX 77240 (713) 983-9161 Masonry GALLERY OF STONE, INC. 7113 San Pedro Ave., Suite 304 San Antonio, TX 78216 (210) 872-6070 Ricardo Lopez de Castilla Densglass GUIDO L~mER CO. INC. 8526 Vidor Avenue San Antonio, TX 78216 (210) 344-8321 Randy Taylor Rollup Door Janus International Corp. 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Pat Nesbitt Electrical ROBERTSON ELECTRIC, INC. 231 Derrick Dr. Humble, TX 17338 (281) 441-1304 Jarrod Robertson Sanitary Sewer SAN ANTONIO SEPTIC, LLC 110 Charring Cross San Antonio, TX 78227 (210) 673-2808 Oscar Lopez Building Haterials SCHULTE BUILDING SYSTEMS P. o. Box 609 Hockley, TX 77447 (281) 304-6111 Pre-Engineered Bldg SUPERIOR ~~TAL SERVICES P.O. BOX 781929 SAN ANTONIO, TX 78278 (8301981-5940 Randy Ferrell Plumbing TEXAS STAR PL~mING PO BOX 2242 Bandera, TX 78003 (210) 857-1505 Max Mayorga III

SBS 0256 ~ /"= . ~..~ ~.

AlA: Document G702™ - .

Application and Certificate for Payment TO OWNER: Tri-Bar Ranch Company, Ltd. PROJECT: Los Cerritos Hanger APPLICATION NO: 008 lOtOl Reunion Place, Ste 1000 Distribution to: County Road 410 San Antonio, TX 78216 PERIOD TO: February 06, 2012 OWNER: Uvalde, TX CONTRACT FOR: General Construction ARCHITECT: X FROM Select BUilding Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03,2012 CONTRACTOR: 17 Scenic Loop Rd. ARCHITECT: 222 Austin Hwy. . CONTRACTOR: X PROJECT NOS: SSE-12-013 / / Boerne, TX 78006 San Antonio, TX 78209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best ofthe Contractor's knowledge, information and beliefthe Work covered by this Application for Payment has been completed in accordance with the Application is made for payment, as shown below, in connection with the Contract. Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Continuation Sheet, AlA Document G703, is attached. Certificates for Payment were issued and payments received from the Owner, and ~hat current 1. ORIGINAL CONTRACT SUM $ 1,226,074.00 payment shown here' . now du 2. NET CHANGE BY .CHANGE ORDERS $_ _;:. . .91=,9. ; . 30;:. . . 0:. . ;. 0 . CONTRACTOR' 3. CONTRACT SUM TO DATE (Line 1 ± 2) $ 1,318,004.00 By: ---;;~ Date:~.r?d'/3 4. TOTAL COMPLETED & STORED TO DATE (Colunm G on G703) $._--=.9.=.;17:...<::,9.=.;52=.7.:...::6 State of: EXAS 5. RETA1NAGE: County·of: KENDALL a. 10 % of Completed Work Subscribed and sworn to before JOHN C. MAYwALD (ColumnD + E on 0703) $_ _--..:9:..:1.<,0,7. :. ;95::..::.2=8 . .. me this ~b1S-daYOf~ ~~) MY COMMISSION EXPIRES b. 0 % of Stored Material November27,2015 (Column F on G703) $ 0.00. .. Notary Public::)I.~:..viM;ma..c:::::-- Total Retainage (Lines 5a + 5b or Total in Column I of G703) $ 91,795.28 MyCommiss -~I.5" 6. TOTAL EARNED LESS RETAINAGE $ 826,157.48 ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 Total) In accordance with the Contract Documents, based on on-site observations and the data comprising 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT $"_---'7-.:49-"-,2..;;..94.;.;..2=2 this application, the Architect certifies to the Owner that t<1 the best of the. Architect's knowledge, infonnation and beliefthe Work has progressed as indicated, the quality ofthe Work is in accordance (Line 6 from prior Certificate) with the Contract Documents, and the Contractor is entitled to payinent of the AMOUNT 8. CURRENT PAYMENT DUE ; 1,-$,---,-_ _ 76..:...,8.,..63_.2j CERTIFIED.

9. BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED $.--:-c.."--,,,..,---..,...,-- (Line 3 less Line 6) $. 4:;;.9"-"1,8:.. .:4..::..:6.=52 (Attach explanation ifamount certified dijfersfrom the amount applied. Initial allfigures on this Application and on the Continuation Sheet that are changed to conform with the amount certified.)

FHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS ARCHITECT: Irotal changes approved in previous months by Owner $ 72, 144.0( $ O.OC By: Date: _ lTotal annroved this Month $ 19,786.0( $ O.OC ------------- This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor TOTALS $ 91,930.0( $ O.OC named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of !NET CHANGES bv Change Order $ 91,930.0C the Owner or Contractor under this Contract.

SBS 0257 AlA Document G702™ -1992. Copyright© 1953, 1963.1965.1971,1978,1983 and 1992 byThe American Institute of Architects. All rights reserved. WARNING: This A1A4> Document is protected by U.S. Copyright Law.and International Treaties. Unauthorized reproduction· or distribution of this AlA"' Document, or any portion of it, may result in sever~ civil ~nd criminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA software at 15:21:01 on 02118/2013 under Order No.3477160119_1 which expires on 05/17/2013, and Is not for resale.

User Notes: (1280398681) \~!AlA Document G703'" - Continuation Sheet AlA Document, G702™ 1992, Application and Certification for Payment, or G736™-2009; APPLICATION NO: 008 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, containing Contractor's signed certification is attached. APPLICATION DATE: 02/15/2013 In tabulations below, amounts are in US dollars. PERIOD TO: 02/06/2013 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO' SSE-12-013 A B C D E F G H I WORK COMPLETED TOTAL MATERIALS ITEM DESCRIPTION OF SCHEDULED FROM COMPLETED BALANCE TO RETAINAGE PRESENTLY % NO. WORK VALJjE PREVIOUS AND STORED TO FINISH (IF VARIABLE THIS PERIOD STORED (G+C) APPLICATION DATE (C- G) RATE) (NOT IN D OR E) (D +E) (D+E+F) 1 Mobilization 2,000.00 2,000.00 0.00 0.00 2,000.00 100.00% 0.00 0.00 Project 2 Superintendent 18,557.41 8,840.09 4,017.53 0.00 12,857.62 69.29% 5,699.79 0.00 3 Proiect Management 16,812.09 11,182.56 585.90 0.00 11,768.46 70.00 % 5,043.63 0.00 Rental of Temporary Facilities, Equipment, 4 etc. 17,858.97 4,674.14 7,827.14 0.00 12,501.28 70.00% 5,3~7.69 0.00 Other General 5 Conditions Costs 3,000.00 1,877.63 198.98 0.00 2,076.61 69.22% 923.39 0.00 6 Travel 11,234.63 5,613.10 2,251.14 0.00 7,864,24 70.00% 3,370.39 0.00 General Liability 7 Insurance 4,904.00 4,904.00 -1,471.20 0.00 3,432..80 70.00% 1,471.20 0.00 Builder's Risk 8 Insurance 1,840.00 1,321.74 -33.74 0.00 1,288.00 70.00 % 552.00 . 0.00 9 Casual Labor 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 10 Final Cleaning 1,800.00 0.00 0.00 0.00 0.00 0.00% 1,800.00 0.00 11 Debris Removal 2.,642.86 750.00 1,100.00 0.00 1,850.00 70.00 % 792.86 0.00 12 Surveying & Staking 2,177.50 2,177.50 0.00 0.00 2,177.50 100.00% 0.00 0.00 13 Site Utilities 12,32.2.50 ". 9,800.00 0.00 0.00 9,800.00 79.53 % 2,522.50 0.00 14 Foundation 12" thick 139,680.00 139,680.00 0.00 0.00 139,680.00 100.00 % 0.00 0.00 Concrete Paving & 15 Curbs 71,000.00 16,000.00 "8,500.00 0.00 24,500.00 34.51 % 46,500.00 0.00 16 Mezzanines 3,800.00 0.00 581.30 0.00 581.30 15.30 % 3,218.70 0.00 17 Concrete Staining 18,000.00 0.00 0.00 0.00 0.00 0.00% 18,000.00 0.00 AlA Document G703'M -1992. Copyright © 1963, 1965; 1966, 1967,1970: 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AIAG> Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution ofthis AIAG> Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA software at 15:19:15 on 02118/2013 under Order No.3477160119_1 which expires on 05/17/2013, and Is not for resale.

User Notes: (959464520) SBS 0258 ----------

A B C D E F G H I WORK COMPLETED TOTAL MATERIALS.

ITEM DESCRIPTION OF SCHEDULED FROM COMPLETED .% BALANCE TO RETAINAGE PRESENTLY NO. WORK VALUE PREVIOUS AND STORED TO FINISH (IF VARIABLE THIS PERIOD STORED (G+C) APPLICATION DATE (C- G). RATE) (NOT IN D OR E) (D+E) (D+E+F) 18 Masonry - CMU 57,100.00 52,650.00 660.72 0.00 53,310.72 93.36% 3,789.28 0.00 19 Masonry - Stone 54,000.00 8,650.00 -4,410.00 0.00 4,240.00 7.85% 49,760.00 0.00 20 MiscMetals 1,000.00 97.70 0.00 0.00 97.70 9.77% 902.30 0.00 21 Rough Carpentry 8,000.00 4,251.64 2,489.00 0.00 6,740.64 84.26 % 1,259.36 0.00 22 Cabinets & Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 23 Finish Carpentry 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 24 Cedar Plank Cladding 24,000.00 981.18 2,489.00 0.00 3,470.18 14.46 % 20,529.82 0.00 Insulation & Fire 25 stopping 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 26 Caulking & Sealants 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 MetalDoors & 27 Hardware 3,608.37 2,762.68 845.69 0.00 3,608.37 100.00 % - 0.00 0.00 28 Storefront / Windows 4,520.00 4,520.00 0.00 0.00 4,520.00 100.00 % 0.00 0.00 Wood Doors & 29 Hardware 1,300.00 1,242.96 0.00 0.00 1,242.96 95.61 % 57.04 0.00 30 Overhead Door-14' 3,250.00 0.00 0.00 0.00 0.00 0.00% 3;250.00 0.00 Metal Stud / Drywall 31 System 13,105.67 1,835.17 4,970.50 0.00 6,805.67 51.93 % 6,300.00 0.00 32 Paint 17,500.00 0.00 0.00 0.00 . 0.00 0.00% 17,500.00 0.00 33 Suspended Ceilings 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 34 Ceramic Tile 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 35 Carpet & Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers &.

36 Cabinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 Metal Building - Including Hangar 38 Doors 355,003.00 331,192.69 18,534.58 0.00 349,727.27 98.51 % 5,275.73 0.00 39 Stairs 6,000.00 0.00 0.00 0.00 0.00 0.00% 6,000.00 0.00 40 Plumbing 54,750.00 20,800.00 650.00 0.00 21,450.00 39.18 % 33,300.00 0.00 AlA Document G703™ -1992. Copyright © 1963, 1965, 1966, 1967,1970, 1978, 1983 and 1992 by The Amencan Institute of Architects. All rights reserved. WARNING: ThIs AlA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution ofthls AlA'" Document, or any portion of It, may·result In severe civil and criminal penaltfes, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 15:19:15 on 02118/2013 under Order No.3477160119_1 Which expires on 05/17/2013, and Is nol for resale. 2 User Notes: (959464520) SBS 0259 A B C D E F G H I WORK. COMPLETED. TOTAL MATERIALS FROM .COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % NO. WORK. VALUE PREVIOUS AND STORED TO FINISH (IF VARIABLE THIS .PERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 41 HVAC 25,377.00 6,420.00 3,788.00 0.00 10,208.00 40.23 % 15,169.00 0.00 42 Big Ass Fans 18,660.00 . 0.00 0.00 0.00 0.00 0.00% 18,660.00 . 0.00 43 Electrical 128,800.00 89,250.00 0.00 0.00 89,250.00 69.29% 39,550.00 0.00 44 Contractor's Fee 90,820.00 58,678.80 4,823.60 0.00 63,502.40 69.92% 27,317.60 0.00 COl Masonry . 12,700.00 12,700.00 0.00 0.00 12,700.00 100.00 % 0.00 0.00 COl Cedar Plank Cladding 6,800.00 0.00 0.00 0.00 0.00 0.00% 6,800.00 0.00 COl Metal Building 12,000.00 12,000.00 0.00 0.00 12,000.00 100.00 % 0.00 0.00 COl Electrical 9,800.00 0.00 0.00 . 0.00 0.00 0.00% 9,800.00 0.00 COl Contractor's Fee 3,300.00 1,976.00 0.00 0.00 1,976.00 59.88 % 1,324.00 0.00 CO2 Storefront/Windows 25,504.00 12,703.29 6,684.71 0.00 19,388.00 76.02 % 6,116.00 0.00 CO2 Contractor's Fee 2,040.00 1,016.26 . 534.78 0.00 1,551.04 76.03 % 488.96 0.00 C03 Masonry-CMU 2,000.00 0.00 2,000.00 0.00 2,000.00 100.00% 0.00 0.00 C03 Foundation 12" thick 10,220.00 0.00 10,220.00 0.00 10,220.00 100.00% 0.00 0.00 C03 Generator Rental 6,100.00 0.00 6,100.00 0.00 6,100.00 100.00 % 0.00 0.00 C03 Contractor's Fee 1,466.00 0.00 1,466.00 0.00 1,466.00 100.00% 0.00 0.00 GRAND TOTAL $1,318,004.00 $832,549.13 $85,403.63 $0.00 $917,952.76 69.65% $400,051.24 $0.00

SBS 0260

AlA Document G703™ -1992. Copyright@ 1963, 1965, 1966, 1967,1970, 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlAI!> Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAI!> Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 15:19:15 on 02118/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is not for resale.

User Notes: (959464520) CONTRACTOR CONDITIONAL WAIVER AND RELEASE FOR PROGRESS PAYMENTS ************** Project: Los Cerritos Hangar County Road 410 Uvalde, TX Job No. 12-10-1378 Upon receipt by the signer of this document of a check from Tn-Bar Ranch Company. Ltd. (maker of check) in the sum of $ 76.863.27 .payable to Select Building Systems, Inc. (payee or payees ofcheck) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property of Tn-Bar Ranch Company, Ltd. (owner) located at County Road 410. Uvalde. TX (location) to the following extent: ~General Contractor (job description).

This release covers a progress payment for all labor, services, equipment, or materials furnished to the property or to Tri-Bar Ranch Company, Ltd. (person with whom signer contracte.d) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished.

Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer. -' The signer warrants that the signer has already paid or will use the funds received from this progress payment to pmmptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, Upment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s).

Date: .~cf ,20 /3 __~----"S,-,=e'q.l "'"',::.=~.=·~?",-,-ysren=t=em=s,,-=In=c=.,-- (Company Name) By: ~vr (Signature) Its:/~¢ZVOjl€" 1/.;0 (Title) ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF KENDALL § This instrument was acknowledged before me on this the j t!rray of ~(l.ec,~ ro ,20 J t , by David L. Morgan ,the Executive Vice President of Select Building Systems, Inc. a Texas Cor:poration on behalf of said Cor:poration

JOHN C. MAYWALD MY COMMISSiON EXPIRES otary Public, State of Texas November 27, 2015 Printed Name: -=t4.J C, IYl :1VI~ My Commission Expires: '-.l!\01- ~'K SBS 0261 - Application and Certificate for Payment TO OWNER: Tri-Bar Ranch Company, Ltd. PROJECT: Los Cerritos Hanger APPLICATION NO: 009 Retainage 10101 Reunion Place, Ste.1000 Distribution to: County Road 410 OWNER: San Antonio, TX 78216 Uvalde, TX PERIOD TO: February 06,2013 CONTRACT FOR: General Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03,2012 CONTRACTOR: 17 Scenic Loop Rd. 222 Austin Hwy. CONTRACTOR: X ARCHITECT: PROJECT NOS: SSE-12-013 / / Boerne, TX 78006 San Antonio, TX 78209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best ofthe Contractor's knowledge, information and beliefthe Work covered by this Application for Payment has been completed in accordance with the Application is made for payment, as shown below, in connection with the Contract. Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Continuation Sheet, AlA Document G703, is attached. Certificates for Payment were issued and payments received from the Owner, and that cllt'rent 1. ORIGINAL CONTRACT SUM $ 1,226,074.00 payment sh~h . , ue.

2. NET CHANGE BY CHANGE ORDERS $_ _~91:!::,9~30:.:..0:..:.0 CONTRACTb~~'~"~~ 3. CONTRACT SUM TO DATE (Line 1 ± 2) $ 1,318,004.00 BY:~~~~~~~ _ Date: ~/£&/3 ,4. TOTAL COMPLETED & STORED TO DATE (Column Gon G703) $_-..:.9.::..:17-",,9..:.;52:::...7:..:.6 State of: TEXAS 5. RETAINAGE: County of: KENDALL a. _0_«Yo of Completed Work Subscribed and sworn to before (Column D + E on 0703) $ ---'0:..:..:.0:..::.0 me this )61L day of ~ ~ ~ ,) JOHN C. MAYWAIJJ b. ° % of Stored Material (Column F on 0703) $ --.:.0:.;:.0.;;.0 Notary Public: (2:?£"'b. ~ - .t""'"":) MY COMMISSION EXPIRES November '0, 2015 Total Retainage (Lines 5a + 5b or Total in Column I ofG703) $_ _,....-_...:O~.O;.;;.O MYCommiss~:~~ 6. TOTAL EARNED LESS RETAINAGE . $_----:9....:;1-'-'7,"-95""'2.;..:..7""'6 ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 Total) In accordance with the Contract Documents, based on on-site observations and the data comprising 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT $_--:8::=2""6,,,,,15:..;7.:..;.4;.:;.8 this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and beliefthe Work has progressed as indicated, the quality ofthe Work is in accordance (Line 6 from prior Certificate) with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT 8. CURRENT PAYMENT DUE ~ 1'-$_ _9_1,'-79_5._281 CERTIFIED.

9. BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED $ ,...-;-;'"7'""':-:-;:----;-:- (Line 3 less Line 6) $ 4.. .;0-,-0,, , -05_1..;. .2_4 (Attach explanation ifamount certified differs from the amount applied. Initial allflgures on this Application and on the Continuation Sheet that are changed to conform with the amount certified.) ('RANGE ORDER SUMMARY ADDITIONS DEDUCTIONS ARCHITECT: Total changes approved in previous months by Owner $ 91,930.0C $ 0.00 By: Date: _ Total approved this Month $ D.DC $ 0.00 TOTALS $ This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor 91,93D.OC $ 0.00 named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of NET CHANGES by Chan,ge Order $ 91,930.00 the Owner or Contractor under this Contract.

SBS 0262 AlA Document G702'" -1992. Copyright © 1953, 1963, 1965, 1971, 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. WARNING: ThIs AJA<Jl Document Is protected by U.S. Copyright law and International Treaties. Unauthorized reproduction or distribution ofthis A1A<Jl Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA software at 15:26:31 on 02118/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is not for resale.

User Notes: (1784300335) Document G703'" - W92 Continuation Sheet AIA Document, G702™ 1992, Application and Certification for Payment, or G736™-2009, APPLICATION NO: 009 Retainage Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, containing Contractor's signed certification is attached. APPLICATION DATE: 02118/2013 In tabulations below, amounts are in US dollars. PERIOD TO: 02/06/2013 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO' SSE 12-013 - A B C D E F G H I WORK COMPLETED TOTAL MATERIALS ITEM DESCRIPTION OF SCHEDULED FROM COMPLETED BALANCE TO RETAINAGE PRESENTLY % NO. WORK VALUE PREVIOUS AND STORED TO FINISH (IF VARIABLE THIS PERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 1 Mobilization 2,000.00 2,000.00 0.00 0.00 2,000.00 100.00 % 0.00 0.00 Project 2 Superintendent 18,557.41 12,857.62 0.00 0.00 12,857.62 69.29 % 5,699.79 0.00 3 Project Management 16,812.09 11,768.46 0.00 0.00 11,768.46 70.00 % 5,043.63 0.00 Rental ofTemporary Facilities, Equipment, 4 etc. 17,858.97 12,501.28 0.00 0.00 12,501.28 70.00 % 5,357.69 0.00 Other General 5 Conditions Costs 3,000.00 2,076.61 0.00 0.00 2,076.61 69.22% . 923.39 0.00 6 Travel 11,234.63 7,864.24 0.00 0.00 7,864.24 70.00% 3,370.39 . 0.00 General Liability 7 Insurance 4,904.00 3,432.80 0.00 0.00 3,432.80 70.00 % 1,471.20 0.00 Builder's Risk 8 Insurance 1,840.00 1,288.00 0.00 0.00 1,288.00 70.00 % 552.00 0.00 9 Casual Labor 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 10 Final Cleaning 1,800.00 0.00 0.00 0.00 0.00 0.00% 1,800.00 0.00 11 Debris Removal 2,642.86 1,850.00 0.00 0.00 1,850.00 70.00% 792.86 0.00 12 Surveying & Staking 2,177.50 2,177.50 0.00 0.00 2,177.50 100.00 % 0.00 0.00 13 Site Utilities 12,322.50 9,800.00 0.00 0.00 9,800.00 79.53 % 2,522.50 0.00 14 Foundation 12" thick 139,680.00 139,680.00 0.00 0.00 139,680.00 100.00 % 0.00 0.00 Concrete Paving & 15 Curbs 71,000.00 24,500.00 0.00 0.00 24,500.00 34.51 % 46,500.00 0.00 16 Mezzanines 3,800.00 581.30 0.00 0.00 581.30 15.30 % 3,218.70 0.00 17 Concrete Staining 18,000.00 0.00 0.00 0.00 0.00 0.00% 18,000.00 0.00 AlA Document G703 ™ - 1992. Copyright © 1963, 1965, 1966, 1967,1970, 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA'll Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAIII Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA software at 15:25:39 on 02118/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is not for resale.

User Notes: (1181512298) SBS 0263 A B C D E F G H I WORK COMPLETED TOTAL MATERIALS ITEM DESCRIPTION OF SCHEDULED FROM COMPLETED BALANCE TO RETAINAGE PRESENTLY % NO. WORK VALUE PREVIOUS THIS PERIOD STORED AND STORED TO (G+C) FINISH elF VARIABLE APPLICATION DATE (C -G) RATE) (NOT IND ORE) (D+E) (D+E+F) 18 Masonry - CMU 57,100.00 53,310.72 0.00 0.00 53,310.72 93.36 % 3,789.28 0.00 19 Masonry - Stone 54,000.00 4,240.00 0.00 0.00 4,240.00 7.85% 49,760.00 0.00 20 MiscMetals 1,000.00 97.70 0.00 0.00 97.70 9.77% 902.30 0.00 21 Rough Carpentry 8,000.00 6,740.64 0.00 0.00 6,740.64 84.26% 1,259.36 0.00 22 Cabinets & Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 23 Finish Carpentry 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 24 Cedar Plank Cladding 24,000.00 3,470.18 0.00 0.00 3,470.18 14.46 % 20,529.82 0.00 Insulation & Fire 25 stopping 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 26 Caulking & Sealants 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 MetalDoors & 27 Hardware 3,608.37 3,608.37 0.00 0.00 3,608.37 100.00 % 0.00 0.00 28 Storefront I Windows 4,520.00 4,520.00 0.00 0.00 4,520.00 100.00 % 0.00 0.00 Wood Doors & 29 Hardware 1,300.00 1,242.96 0.00 0.00 1,242.96 95.61 % 57.04 0.00 30 Overhead Door-14' 3,250.00 0.00 0.00 0.00 0.00 0.00% 3,250.00 0.00 Metal Stud I Drywall 31 System 13,105.67 6,805.67 0.00 0.00 6,805.67 51.93 % 6,300.00 0.00 32 Paint 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 33 Suspended Ceilings 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 34 Ceramic Tile 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 35 Carpet & Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 - 0.00 Fire Extinguishers & 36 Cabinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 Metal Building - Including Hangar 38 Doors 355,003.00 349,727.27 0.00 0.00 349,727.27 98.51 % 5,275.73 0.00 39 Stairs 6,000.00 0.00 0.00 0.00 0.00 0.00% 6,000.00 0.00 40 Plumbing 54,750.00 21,450.00 0.00 0.00 21,450.00 39.18 % 33,300.00 0.00 AlA Document G703™ -1992. Copyright © 1963, 1965, 1966, 1967,1970, 1978, 1983 and 1992 by The Amencan Institute of Architects. All rIghts reserved. WARNING: ThIs AIAf1) Document Is protected by U.s. Copyright Law and International Treaties. Unauthorized reproduction or distribution ofthls AJAf1) Document, orany portion of It, may result in SeVere civil and criminal penalties, and will be prosecuted to 2 the maximum extent possible under the Jaw. This document was produced by AlA software at 15:25:39 on 02/18/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is not for resale.

User Notes: (1181512298) SBS 0264 A B C D E F G H I WORK COMPLETED TOTAL MATERIALS ITEM DESCRIPTION OF SCHEDULED FROM COMPLETED BALANCE TO RETAINAGE PRESENTLY % NO. WORK VALUE PREVIOUS AND STORED TO FINISH (IF VARIABLE THIS PERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 41 HVAC 25,377.00 10,208.00 0.00 0.00 10,208.00 40.23 % 15,169.00 0.00 42 Big Ass Fans 18,660.00 0.00 0.00 0.00 0.00 0.00% 18,660.00 0.00 43 Electrical 128,800.00 89,250.00 0.00 0.00 89,250.00 69.29% 39,550.00 0.00 44 Contractor's Fee 90,820.00 63,502.40 0.00 0.00 63,502.40 69.92% 27,317.60 0.00 COl Masonry 12,700.00 12,700.00 0.00 0.00 12,700.00 100.00 % 0.00 0.00 COl Cedar Plank Cladding 6,800.00 0.00 0.00 0.00 0.00 0.00% 6,800.00 0.00 COl Metal Building 12,000.00 12,000.00 0.00 0.00 12,000.00 100.00 % 0.00 0.00 COl Electrical 9,800.00 0.00 0.00 0.00 0.00 0.00% 9,800.00 0.00 COl Contractor's Fee 3,300.00 1,976.00 0.00 0.00 1,976.00 59.88 % 1,324.00 0.00 CO2 Storefi:ont/Willdows 25,504.00 19,388.00 0.00 0.00 19,388.00 76.02% 6,116.00 0.00 CO2 Contractor's Fee 2,040.00 1,551.04 0.00 0.00 1,551.04 76.03 % 488.96 0.00 C03 Masonry-CMU 2,000.00 2,000.00 0.00 0.00 2,000.00 100.00 % 0.00 0.00 C03 Foundation 12" thick 10,220.00 10,220.00 0.00 0.00 10,220.00 100.00 % 0.00 0.00 cm Generator Rental 6,lDO.00 6,100.00 0.00 0.00 6,100.00 100.00 % 0.00 0.00 cm Contractor's Fee 1,466.00 1,466.00 0.00 0.00 1,466.00 100.00 % 0.00 0.00 GRAND TOTAL $1,318,004.00 $917,952.76 $0.00 $0.00 $917,952.76 69.65% $400,051.24 $0.00

SBS 0265 AlA Document G703 1M -1992. Copyright © 1963, 1965, 1966, 1967,1970, 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. WARNING: This AlA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'" Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to 3 the maximum extent possible under the law. This document was produced by AlA software at 15:25:39 on 02116/2013 under Order No.3477160119_1 which expires on 05/17/2013,and is not for resale.

User Notes: (1181512298) Dave Morgan Steve 'Schiffman Thursday, February 28, 2013 12:00 PM '[email protected]' Subject: Uvalde Payment

Tom, In the meeting you talked about getting SBS a closeout check quickly. I called yesterday to inquire about the status. I know you contacted some of the subcontractors to continue with the project, but we still need to closeout SBS's subcontracts financially. Please give me an update....Steve

Stephen S. Schiffman, President SBS Construction Scenic Loop Road Boerne, Texas 78006 Office: 830-981-5929 Fax: 830-981-5308 Direct Line: 830-981-5945 c-'~II: 210--379-7708 ~)Iail: [email protected]

.~ DEFENDANT'S = EXHIBIT SBS 1946 f E SF')5 ARCHITECTS INC February 28, 2013 Jack Green Select Building Systems, Inc. Scenic Loop Rd. Boerne, TX 78006 Re: Los Cerritos Hangar Project termination procedures for SBS Dear Jack, When Glacier Cap terminated SBS General Contracting services on February 5, 2013 you were asked to provide us with copies of all of your subcontractor contracts, supplier contracts, and any outstanding issues. Although you agreed to this request, to date, we have not received any of this critical information. We did receive your final draw application #7 on February 6, 2013 and I assumed that the critical project contacts and suppliers list would be forth coming the following week, but to date, we have not received this list that all parties agreed to.

The collective efforts of the above-mentioned team, as well as the architect and structural engineering team of record have been working to identify these items as we continue to assess all of the SBS work. My office has been in touch with Eric at Schulte Building Systems, who has been helpful in assessing the work that is in place as well as the existing as - built conflicts.

Jack, you may not be aware, but we have discovered several defects in work delivered by SBS. Glacier Cap has hired an independent consultant to test and review all as-built conditions. This effort continues and is still underway to complete a detailed list that Outlines these defects, how they will be resolved. Today it was determined that the building is a minimum of two inches out of plumb toward the west (or river side) and that a number of the double lock seam roof panels are not contiguous as specified. The diaphragm function of the roof element will be compromised when the building is plumbed and will have to be completely removed and replaced. The practice of installing a roof before a building is squared and plumb violates quality industry standards.

The Owner will not absorb any cost for resolving these defects. The costs associated with this and any other building specification infraction will be deducted from any outstanding draws requested or due to SBS and/or their suppliers before any payments are released.

We will resolve these problems quickly and professionally. To discover these problems after enduring repeated delays to the pre-engineered building delivery is hard to comprehend. We will protect the Owner in the process and assure that he gets the quality building he is paying for.

Regards, l4rtJ:!1,)j~ ( .)

John Grable, FAIA Cc. Tom Pittman GCC, Stephen S. Schiffman SBS

222 J:\ustin Hignwa~ #:1. San A.ntonio, ]X 78209 p 2:1.0.820.3332 w www.johngrable.com ;! DEFENDANT'S = EXHIBIT Ii lf SBS 1949 Gap

-

SBS 1950 ~--1Shim plate, not on drawings. \ I

(JJ OJ (JJ ~_-INotice dip in roof line.

SBS 1952 MissIng Beam, prevIously installed, damaged roof, uninstalled.

- -

tW

SBS 1953 Better Picture of dip in roof line

SBS 1954 SBS 1955 SBS 1956 Notice change Ipitch inJi---- _ _3> plans.

large gap, investigating clips and their intended use.

SBS 1957 r picture and ition oofing

SBS 1958 1m proper placement of screw.

SBS 1959 - cut improperly

SBS 1960 - - - - -- ... -- - - ---"

SBS 1961 not straight.

.

, ,

SBS 1962 SBS 1963 Missing brace SBS 1964 Missing bolt

SBS 1965 -

Large gap between Z Purlins

SBS 1966 Not attached on the other side

SBS 1967 ~ ::::-:~~~~~~"';::_ _~lNotice wave in roof line.

SBS 1968 ::~~~;~~~~IROOfing """.....~""''C:::;;;: under clips inve stig ati 0 n.

SBS 1969 ~-"c..,.Jlmproper end dams. Water infiltration point

SBS 1970 ___~'-__rlnotenOUgh _ screws

SBS 1971 SBS 1972 <E- ~-"'=--____,;_'----:_'_----"l'Hnotice change in pitch.

SBS 1973 • • •

•

second roof panel splice no screws.

SSS 1974 not fully welded.

, SBS 1975 •

horrible flashing detail.

not welded

. • • •

SBS 1976 ~----------~:jlncorect material for this applicaiton.

SBS 1977 Incorrect mate for this application.

SBS 1978 floating clip, under investigation.

SBS 1979 Dave Morgan From: Steve Schiffman ,t: Thursday, March 14, 2013 2:34 PM Jerrod Robertson Cc: Jack Green; Dave Morgan Subject: Re: Los Cerritos Hanger - Notice of Lien

Jerrod ... I wish I had an answer for both of us unfortunately I have placed a number of calls to Tom Pitman and have not received a return calli think we will know something more next week. if you need to file a lien to protect yourself I understand...

Have a great day, Steve On Mar 13,2013, at 8:24 AM, "Jerrod Robertson" <[email protected]>wrote: > Mr. Schiffman, > > Good morning. > > > > Can you please update me on payment status for the los Cerritos Hanger project? > > > As per our last letter dated March 4th (also in exhibit B of the attached documents) we will be filing lien on the above project this Friday Marcy 15th. The original documents are being sent to your office and Tri Bar Ranch Company as well.

We would like to resolve this prior to filing lein if possible to minimize any further cost / claims to this project. > > > > Your immediate attention in this matter is greatly appreciated. > > > > Please feel free to contact us should you have any questions. > > > > Thank you, > > > > Robertson Electric, Inc. > > Jerrod Robertson > 1 SBS 1997 > > 231 Derrick Dr. > > Humble, TX 77338 Jffice: 281-441-1304 > > Fax: 281-441-1342 > > > > www.relecttx.com<http://www.relecttx.com> > > > > > > > > DISCLAIMER: > > This electronic message transmission contains information from Robertson Electric, Inc., and this information may be confidential. If you are not the intended recipient, be aware that disclosure, copying, distribution or use of all or any portion of the content of this information is prohibited. If you have received this transmission in error, please notify us as soon as possible bye-mail and delete the original message. > > . ~BIZHUB20130313073531.pdf> > <image002.png>

SBS 199B ARCHITECTS - INC

March 15, 2013 Jack Green Setect Buitding Systems, Inc. Scenic Loop Rd_ Boerne, TX 78006 Re: Los Cerritos Hangar Project deficiencies Dear Jack, I am writing this letter to alert you to recent discoveries concerning the hangar structural foundation_ It appears that the perimeter masonry lug that is required to support the 20 -0" tall stone veneer is only 10 inches deep and not the specified 3 M

foot depth. We are continuing to excavate around the reinforced concrete foundation and are finding this condition to be consistent. Vietor De Anda our structural engineer of record is analyzing the situation so that we can retrofit this condition in order to support the stone veneer wall as specified.

Tom Pittman has informed me that you have been inquiring about your outstanding draw requests. In view of the fact that we continue to discover deficiencies in your construction work it might be best for you to contact your insurance company and inform them about these unfolding catastrophic conditions.

The project has suffered unreasonable delays and to discover the need to back track to make this and other flawed conditions previously mentioned correct and whole to the project specifications is making this an unbearable hardship. As you recall the original project timeline schedule submitted by SBS called for Substantial Completion on December 15, 2012.

Regards, ~-' John Grable, FAIA Cc. Tom Pittman GCC, Stephen S. Schiffman SBS

" ;l DEFENDANT'S EXHIBIT

f Jle Dave Morgan Steve Schiffman Wednesday, March 20, 2013 4:07 PM '[email protected]' Cc: Dave Morgan; Jack Green Subject: SBS_CONSTRUcnON_20130320_1S0751.pdf - Adobe Reader Attachments: SBS_CONSTRUCTION_20130320_1S0751.pdf

Please read the attached letter and let's set a time to meet.

Steve

~ DEFENDANT'S EXHIBIT I 17 :S.1'R SBS 2006 Fo4!S$S CONSTRUCTION • DEVELOPMENT P.O. Box 780849 Son Antonio. lX 782]8-0849

March 19,2013

. Mr. Tom Pittman Director of Construction Manogement Glacier Cap Construction '0067 Jones Moltsberger San Antonio, TX 78216 Re: Los Cerritos Hanger Project Tom: The lack of any substantive communication with you since our meeting of February 5, 2013 is not only disheartening but also counterproductive. In addition, the communications we hl:lve received from Grable ere ~pparently positioning all parties to become involved in a needless litigation.

As you recoil, on February 5 th, representatives of SBS were intending to participate in the next of a series of regular scheduled meetings with you and representative of Grable to discuss the status of the various design, construction and financial matters associated with the Los Cerritos Hanger Proiect. Without prior verbal or written communication of any'sort, SBS was summ'orily informed that we would no longer be associated with this project. During your brief remarks, you informed me that SBS would not be provided any due process and assured SBS that all matter ~ould be handled in a professional manner and that SBS and our various vendors, suppliers and subcontr~ctorswould be paid promptly.

Taking you at your word and with the assumed common intent of all parties to cooperate, SBS . immediately began the process of working to gather the final information you hod requested. On February 19'h, Jock Green contacted you to inform you that our final application for payment and related documents you requested were ready to be delivere·d. At your instructions, the information was' delivered to and accepted by. Grable's office on February 20th , On February 28!tl, SBS received a letter from Grable (0 copy of which was noted as being provided to you) wherein Grable noted that: .

1. The information requested at the February 5 th 'meeting had not yet been delivered even though it was in possession of Grable at their office; 2. That the building was "out of plumb" which is contrary to measurements by SBS, the metal building erector and the metal building provider - Schulte; 3. The udiaphragm function of the roof element will be compromised" is contrary to the approved metal building engineering which is not dependent upon the roof as a diaphragm.

Both Jack and I attempted to communicate with you on the substance of that letter, but did not receive returned phone calls. Assuming that you were intending to complete this close out process in

17 Scenic Loop Rd., Boerne, TX 78006 830.981.5929 Phone· I'J Fox 830.981.5308

SBS 2007 .5 B 5 . CONSTRUCTION Page 2 of3

an amicable manner os you stated, I felt thot communicating directly with you, representing the party to whom we were under contrad, was appropriate.

On March l ol, SBS received an email from Grable with several pictures purporting to indicate issues with the work performed fa date. It should hove been apparent to all that this is on unfinished, un- punched project. SBS had offered to you to assist in any manner but was never afforded any opportunity to return to the project which would have allowed us the opportunity to corred any agreed upon deficiencies. Utilization of such pictures accomplishes nothing but to point out the obvious.

On March 6 1ft, you contacted Jock o~d stated that you had not received the information pertaining to the subcontractors involved on the project. This information was included in the package of documents that had been delivered to Grable per your instructions. Jock immediately submitted a copy of the entire package of information to you on that some day. At your request and in the spirit to be helpful to you, SBS had previously asked each subcontractor and supplier to assist you in any manner they deemed appropriate.

Throughout the ensuing time frame since February 5 th , both Jock and I have submitted emails and numerous phone calls to you seeking the C?pportunity to meet and/or discuss the steps you are requiring to complete this dose out process. No calls have been retumed and no exchange of information has been ac~mplished with you.

In the most disturbing event to date, by letter dated last Friday, March 15th (a. copy noted as having been provided to you), Grable issued a veil threat to SBS indicating that we should be contacting our insurance company on matters associated with the foune;fation for the hanger. The dimensions of the foundation were extended from the original design specifications as a result of meetings and discussions with Grable. The foundation was re-formed and inspected prior to pouring. By several emails among and between SBS, Grable and Victor deAndci on August 18, 2012 and supported by the Field Observation Report issued by Synergy Structural Engineering, both deAnda and Grable approved the pour of the foundation that is currently in place. Any representation of an "unfolding catastrophic condition" is unwarranted based upon the architect's instructions and the architect and engineers inspections and authorization to pour the foundation.

Tom, SBS has professionally dealt with this project since inception. While there have been issues that required adjustments by all parties, SBS continued, until your notification on February 56, to commit to the completion of this project. We take Grable's letter seriously. We continue to be willing to meet with you to achieve your initial goal of amicably settling all matters associated with your desire to dose us out of this project. I have suggested in messages left for you that we settle up with all . vendors~ suppliers and subcontractors;. except for the metal building supplier, in an attempt to limit the hardship being placed on the entire project. SBS would then work with you and the metal building supplier to resolve any issues associated with their product. SBS can not stand by and allow our reputation and relationships with valued vendors, suppliers and subcontractors be tainted by any parties involved with this project.

The relationships among all parties have been hampered since. inception by lock of substantive communication and teamwork. As you are aware, it is difficult to effectively manage any

SBS 2008 .5 B 5 CONSTRUCTION Pog.3 of 3

construction project when the payment process is nof reasonable; when authorized change orders are not approved and executed timely; and when the project pions and specifications ore continually being adjusted. I once cgoin request that we immediately meet to develop and implement a plan to settle the matters associated with this proied and fairly and timely pay all parties involved. I can be reached anytime at 210·379-7708.

Sincerely, ~Ie.ct Building Systems, Inc. ~ '~..--:g SO, t:( Sfephen S. Schiffman, President =--?>-L<>.

SBS 2009 Dave Morgan "'rom: Steve Schiffman ( ,nt: Friday, March 15, 2013 4:03 PM To: Dave Morgan Subject: UVALDE - Fwd: Ready for Pour

Have a great day, Steve Begin forwarded message: From: "Jack Green" <jl'[email protected]> To: "Steve Schiffman" <sschiffinaJ.l!a1sbsworld.net> Subject: FW: Ready PIes BEFORE WE POURED.

Jack R Green LEED Green Associate Project ManagerlBusiness Development SBS Construction and Development Scenic Loop Rd Boerne, TX 78006

2 I 0-789- I 898 cell 830-981-5308 fax

From: John Grable [mailto:jllrable(@,johnilrable.com] Sent: Saturday, August 18,20122:06 PM To: PE VICTOR M. DE ANDA Jr.; Tom Pittman; Matthew Martinez; Jack Green Subject: Fwd: Ready

Tes!

I EXrSBIT ~ DEFENDANT'S SBS 1999 ~_ _r6 Agree

Jack said they are still straightening crooked steel in trenches

Pour starts Monday at 3 am

John Grable FAJA

WW\\I.johmrrable.com

Begin forwarded message: From: "Victor M. De Anda Jr." <[email protected]> To: "John Grable" <jQrableUi>,johnlZTable.com> Subject: Re: Fwd: Ready Eveything looks nice and clean!!!

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. Victoria Sl. Suite "C" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908

From: John Grable <jlZTableuv,johngrable.com> To: PE VICTOR M. DE ANDA Jr. <victort'Q),svnerl!v-se.com> Sent: Sat, August 18,2012 8:29:16 AM Subject: Fwd: Ready

Victor Photos from yesterday by Jack Green They are pouring Monday am starting at 3 am SBS 2000 Tom Pittman once to check one more time for piece of mind He going today jack G returns Sunday evening for pour Any concerns?

John Sent from my iPad Begin forwarded message: From: "Jack Green" <[email protected]<mailto:jgreenuv.sbsworld.net» To: "John Grable" <jQIable{@johngrable.com<mailto:[email protected]», "Thomas Pittman" <tpittman@),lewisenergy.com<mailto:tpittmanuv.lewisenergv.com» Subject: Ready

. [cid: 1.40 1300 154iaJ,web607.biz.mail.mud.vahoo.com1

[cid:2.40 1300154iaJ,web607.biz.mail.mud.vahoo.com 1

( [cid:3.40 1300 I54iaJ,web607.biz.mail.mud.yahoo.com]

[cid:4.40 1300154rmweb607.biz.mail.mud.yahoo.com]

[cid:5.40 1300154iaJ,web607.biz.mai1.mud.yahoo.comJ

Jack Green 210-789-1898 Every

SBS 2001 SBS 2002 • SBS 2003 • . • .- -- .. • SBS 2004 I Stephen S. Schiffman, President Stephen S. Schiffman, President SBS Construction Scenic loop Road Boerne, Texas 78006 Office: 830-981-5929 Fax: 830-981-5308 Direct line: 830-981-5945 Cell: 210-379-7708 Email: [email protected]

From: Thomas Pittman [mailto:[email protected]] Sent: Tuesday, March 26, 2013 11:24 AM To: Steve Schiffman; Jack Green Cc: Tony Trevino Subject: Los Cerritos Hangar: Correspondence with LEG Staff Hello Steve and Jack, Per the advice of our in-house counsel, Tony Trevino, we are not permitted to discuss the Los cerritos Hangar project with you, or anyone from SBS Construction, in any manner (to include text messages, voicemail, in person discussions, email, or other written correspondence).

Any inquiries, requests, or comments directed to us will not be answered, but will be fOl'\varded to Tony Trevino, to be answered by him.

You can reach Tony Trevino at [email protected].

Thank you, Tom Pittman Director of Construction THE ELECTRONIC TRANSMISSION (ANDfOR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT. 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL. SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED \NlTH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HfWERECEIVED THIS COMMUNICATION IN ERROR. PLEASE NOTIFY LEVl.1S ENERGY GR,OUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU! . r

... ~ JDEFENDANT'S EXHIBIT ~ H! '9 Jolin Grable <l0=MEX02/0U=EXCHANGE ADMINISTRATIVE March 19, 2013 8:52 PM GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTSI CN=JGRABLE.JOHNGRABLE.COM_55280B3AB> To: Thomas Pittman <[email protected]> Re: Uvalde Hangar I will stand there with you my friend John Grable FAIA www.johngrable.com On Mar 19, 2013, at 8:48 PM, "Thomas Pittman" <TPitlman@!ewisenergy.com>wrote: Huge!! Want to keep you out of the impending fight. It's going to happen and it makes my life easier taking you out of the mix. Unfortunate, but Schiffman has put me in a position I have no other recourse. I have to crush him and I will.

Sent from my iPhone On Mar 19, 2013, at 8:36 PM, "John Grable" <[email protected]> wrote: I wanted you to see this John Grable FAIA www.johngrable.com Begin forwarded message: From: John Grable <[email protected]> Date: March 19, 2013, 8:23:21 PM CDT To: Rod Lewis <[email protected]> Subject: Uvalde Hangar

Rod

I hope you had a good trip.

I am here to step up to the plate and take some responsibility for the "cluster frack" that SBS has caused you.

Despite great references like Tim Hixson and viewing a number of the completed SBS projects - in life there are no guarantees.

I can assure you that I will guarantee that I will stand tall and continue to work on this great project to ensure its successful completion.

Not only is my commitment to excellence seeded in my deep respect and admiration for you but also stems from my roots and the way I was raised - to never start something you cannot finish and finish well!

I will reimburse my fees for the Construction Phase per my contract with you.

Everyone is hurt and taking some hits as SBS has forced us all to back track on several of the hangar project phases.

The majority of the bad work performed by SBS occurred in a 45 day period once the PEMB was delivered to the site.

I see greatness coming out of this road block and will stand tall for you in my efforts as part of your fine team to reach this goal.

I also am contributing my set of construction documents for the Hunting Lodge (casa Verde) (ten sheets total) to humbly display my enthusiasm for your vision of Los Cerritos and al the great things this piece of heaven has to offer.

I trust this meets with your approval.

You have a great team assembled and I value their expertise and commitment to you.

Respectfully

John

\ ' '--~/ <image002.jpg> www.iohngrable.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

CJ John Maywald From: Dave Morgan I r--'\ent: , Monday, April 01, 2013 11:38 AM 0: Jack Green; Steve Schiffman Cc: John Maywald; Kyle Kieke Subject: Los Cerritos Importance: High

Just received a call back from Tony Trevino (in-house legal counsel) with Lewis Energy Group .. he was returning my calls from last week and this morning ... he was pleasant and nice ... said that he had not yet had an opportunity to thoroughly review the matter and meet with Tom .. said that he would focus on the matter and committed to call me back on Wednesday ... I will follow up if I don't hear from him ...

David 1.. Morgan, III Executive V. P. - Cllief ()pcrating 011iccr Select Building Systems, Inc. dba SBS Construction Scenic Loop Road Boerne, TX 78006 Email: [email protected] Ph: 830-981-5946 Fx: 830-981-5308

~ JDEFENDANT'S EXHIBIT 1 SBS 0275 adl ~ :st~s /IOAVIT' 2013001290 PGS

AFFIDAVIT CLAIMING STATUTORY and CONSTITUTIONAL MECHANICtS & MATERIALMAN'S LIEN (Original Contractor) NOTICE: THIS IS NOT A LIEN. THIS IS ONLY AN AFFIDAVIT CLAIMING A LIEN STATE OF TEXAS COUNTY OF UVALDE

BEFORE ME, the undersigned notary public in and for the State of Texas, personally appeared David L. Morgan, who being by me and now duly sworn upon his oath says: "My name is David L. Morgan. I am the Executive Vicewpresident of Select Buildings Systems, Inc., hereinafter called "Claimant," and am fully competent and qualified to make this Affidavit, and I have personal knowledge of the facts st~ted herein, all of which are true and correct. This Affidavit is made to perfect a Statutory and Constitutional Mechanic's and Materialman's lien against the real property described below.

1. Claimant has an unpaid claim in the amount of $426,560.88 ("Claim Amount") for labor and materials furnished on the construction of improvements at the real, property described below. The Claim Amount is, within my personal knowledge, just and true, the same is due and unpaid, and all just and lawful offsets, payments and credits have been allowed. The Claim Amount is for labor and materials furnished and described below on which a systematic record has been kept.

. - ----2.-·0· . . -The-name-and-lastknown-address-ofthe..owner_oI...r.epute.dQWOcr...CO.w.tler") oft1J.~ __ real property and improvements on Which this claim is made is: Tri-Bar Ranch Company, Ltd., 10101 Reunion Place, Suite 1000, San Antonio, Texas 78216. The general partner of Owner is Tercero Navarro, Inc., 10101 Reunion Place, Suite 1000, San Antonio, Texas 78216.

3. Claimant's labor and materials fumished for the· construction of improvements on the real property described below are generally described as: the materials, labor and equipment required to construct an airplane hanger of approximately 12,800 square feet with finish-out of interior, plus co~struction of an adjacent taxiway of approximately 10,000 square feet, compete with all site work, utilities, concrete, metal building and roof, electrical, HVAC, interior and exterior finishes, floorings, metal stairs, store fronts, doors and hardware, windows, drainage, fencing, landscaping, fire safety, masonry, millwork, clean up and signage.

This Affidavit is a claim by an original contractor.

4. Claimant furnished the aboveoodescribed material, labor and equipment under a contract with Owner (Tri-Bar Ranch Company, Ltd.) dated May 17, 2012 whose address is 10101 Reunion Place, Suite 1000, San Antonio, Texas 78216. ",~)\ Certified COPY.

PageLof 15 ~ DEFENDANT'S Attest: Ramona Esquivel Hobbs i EXHIBIT Uvalde County Clerk I Qt?

5. Claimant is the original contractor - Select Building Systems, Inc., 17 Scenic Loop Rd., Boerne, Tex.as 78006 6. The legal description ofthe real property improved by Claimant under the original contract with Owner is: 5,252.257 acres ofland, more or less, situated about 22.4 miles North 33 degrees West of Uvalde, in Uvalde County, Texas, having acreage in various surveys, and being more particularly described in the corrected warranty deed with vendor's lien granted by Rodney R. Lewis and Kimberly S. Lewis to Tri-Bar Ranch Company, Ltd., recorded in the office public records of Uvalde County, Texas on lune 4, 2003 in Volume 506, Pages 263-276, under Document No. 2003001973, and described by Ex.hibit A and B, attached hereto and made a part hereof for aU purposes. The subject property is located in Uvalde County, Texas, and is commonly known as Los Cerritos, County Road 410, Uvalde, Texas. The real property and improvements on it are sought to be charged with Claimant's lien.

7. Claimant is making a claim both for the amount remaining to be paid for work perfonned or materials supplied. The amount jncludes retainage which amount is due and owing.. Claimant's claim is based upon the Contract, a statutory lien under the provisions of Chapter 53 of the Texas Property Code, and a constitutional lien pursuant to· the Texas Constitution, including Article 16, Section 37 ·to secure payment of the Claim Amount. The Claim Amount does not includesny attorney's fees, interest or costs which may be recovered by law.

8. Claimant's address is Select Building Systems, Inc., 17 Scenic Loop Rd., Boerne, Texas, 78006.

9~ Incompliance-withthe-Texas Property Gode;Claimantis-sending-one copy ofthis - - - - _: -- - - - -Affidavit-·to-the-Gwner-on-A-pril-l~. 20lJ-via-oonmed-mail,-retum...receipt--requestedto-theJast__ . __ __ _.. . _ know address.

The purpose of this Affidavit is to claim a statutory and constitutional mechanic's and materialman's· lien on the above described land and improvem ts.

David L. Mo Executive Vice-President of Select Building'Systems, Inc. SUBSCRIBED and SWORN to before me, the undersigned notary public on this the day ofApril, 2013 to which witness my hand and seal of office. ae:.

JOHNO. MAVWN-O ~ .' MYCOMMISSION EXPIRES / \, Novnlbllr27, 2015 t; I.

~:tfi~~P\516.~~......;;;;;;;::o;;;;;;:;;;;;;;:;;;;;;;;;;~ Attest: Ramona Esquivel Hobbs Uvalde County Clerk After Recording, Return To: Tom Clark Dealey. Zimmennann, Clark & Malouf. P.C.

3131 Turtle Creek Blvd, Suite 1201 Dallas. Texas 75219

. ?ertlfled CoPY. .'--/lge~of.:..J=S::;;,.-_ Attest: Ramona Esquivel Hobbs Uvalde County CIEJrk f4~..;A.: PIU:P~: io~r '~ L9Ui'tJ$' Hert~>hr" ..... , . - - .. J'IEW'lIO'rSS . :.to :n'Btto~. . . .' - •••• - .., ••. -_••.". FMt;:Vli'Y flf ~21S2.~~1.,".ftoi:(li~ot':illn~·,j!ti.ta.tad:ab¢Ut:··~2·:i~~iilt~ , ',:'" . --' - _ _- -.- N ~;. If or tiVllld6~ 111 UVa1~1t Q(lunt:r f l'e:xas, h"V,f.ns aOl:paga 1n tll:s tOl1owll1g. ot'1.~inAl .u~~Y_1 " ,/ .

I!IfflVJlX Bo, 'l\1K!m1ICi" W. ' Ql1drJlM' ~mt ' , lIQRJJ{l 179 • 394' " ~U.e!1l l'or n.' , 16)..366- .182 ,'.~t3 ~ 'J!Ultt1f1 P$rkittB. 617~0911 ''''63'\ , 3c>e Auatlil\ l>erkin8 4'1o.4,a 186 • 2~«i ,~olf1all.\tultlllAti: 36f.11iO 43~, n~ , UVlI1:cle bClhcto), I.llM' , 4,G31 817 , 1086 ' tol., S R.lt. 1m. 00. Cl27 .054 81a • 16$1 , ,.. 'a. ool'J..lnP 614."6' 8~9 RP.. 5$1.a~4 U )/2 tf 1/2 820 • "sas' "tI II a '3.5$ 0 'a.lI: fl R.R. ' l\, ;r. nII'vtlt11'Ort • A. 1S. Cbl.).intJ 00. .' 14'.998 '301. ~'1~ $ 1/2 8!O 16U' A" )s. <:ol).1na • 2.603 831 • ' 1660 'J.'.H. ~. Co.. 6:1.2••046 1J3~ "57~. ' A.,' 1f. col1Lne.. 864.1'-'$1 10U· 13'-.ll arX,' Ie H.~. AA. ClO. :1.4;30'1, .' . . , Ilaid ~2J)2.~57 adrsa of llQ1d btltJ19 -tbt%t: &l~6 P~6P~1 oal.led ..' , ~M:~ SJ2n.~~., .

SO!i.( .5199 «qX'tl., ~o);'. 01:' 18"." 441.~tb..4 in a GUt. D.W ~ Xn4!1\ r.t>tU.•• lttawilcl\ ·1l1Uldk1.'o~4, At U l~'" :tn1l1F ~•• N.wtt»t, fit vJ:i, dab.'" O1Une'3, '3.PlltlJ a" r(ll;J(¢ded III Vc>1wQ :lt7 on 1'~'18 311 at 1:he 'Ot:t1a{,,1 1?ObUa J\&QQ2:CSe o~ U1l1.1cs.o 'o()\lnty, ~,.,'alld ~';aitl!t 1lO~ (Jat:t:iO\ll_r1:r clea<Jdbad br .$\:65 lind bolUKla All tollQ1o/'Jt' ; ' . • 8aGI.utnt«H Ai: II 2- 131a~~t.~ hon pipe' set on 1:ba BIlR baUn4aty Un. bt: -th.J'oI(Ul\CeM. 1\tVOl: ~Q): the nw • tlCItttbw••i: oo1'ller o~ ••b1lhU:Vay No. 1111, tbCl CJ netlf Hl:l"hw8"b corl!er: ot: tI\lJ:Vay Jle. 178,' ~~,,1;1~ Ito. ,,:Ill, volin c»UJ.n"IF, OJ:ltt~lI1. Gri)\taa, antt t.be southv.tKt oo~lir" ot t-bis . . a\1l:Vet7' • • , . . , .uOIlC] the lI'lit !Io\ttJaftr,( 11118 o~ thil HUGO'" 1\1.,:or'$ tba .tQl~owinfl , ~/I' '" • .. 'K 156'...1...13 i 1;1l.60 t.at. 1:g. tUl ~3.. point:.l • 2f "!7-""~!l;;;2oi22J.;;77'fcaar.1:Q . \ en·o$h~Poln\:.r· ... - ,"jf.;Ci.,..-,;4.iOlr";-:SU".f:& ·1:0&~to-~-"~le·p'o1net·" .. • ..,' .. It #4~1.9-lSS'W U6.~17 ~a.~ 1:0 ~.. r . • an!J1- . • po1111$, 439.,'8 te6t; t:CI an ·Ugl. P~~~tl .Ji 3~;"41."18 •11 ,0--17..n.K . '.

H' 272.3" tet!t. 1:0, .

IU)' angle point' ' . . . .

H d-Oll-tll$ 11 1,i.&:J l~~ -to,.lin ·~n9':i•. :polUi;l .. ./

. it O!l~Cl';'·54 ~ poin~r J99i4.9 tElot to, an itl91e It· 01"49:-14 ,2' 13.~2ti· t$$t1 to an 'englQ "pottle, . . , H b7..:UI-47 R 1,,:ia 1!tUlb"t:o an An'1:t.e.x,Oln~, .. .. .' R 1J)-~~--t2 's at.t. 4CI i.ClBt '"\':.0 em a-ng11l ~1nt.J . )t N ;'i-U1".ce £ .~1i.•• ~ n:'o<l-H x at 1-Il.C)~ tae.': P~B~ ~II (l..n~):­ . t .."t1 bo ,en .Jl.~U pa1t}t:' line of county ~o,d 4~o"oontinu1n9 a totftl • :allIBIf" I- - I .. . j" d!5ban~e of 241h31 feeb to an'an~1e point, J .of lO '

"

loertitied Copy J5 "---fage~of- l At\est~ Ramona Esqu\ve\ HobbS Uva\da County C'er\< . .. , ,', %1141« )la\ttbn (6252.267 AQrett) "~j!lge a . .. .. .,n :i9"4.0~4li . '-1~;29 tea~ ~o. Cln9}"~ point., , , " . t an ,.._ ., .. _._- -- . --_.••--.- _-.. - ..---11 , ,)f 41·aS-18.E 46-1)1"68 .

)S .. .

290.97 taet ~(I'Jm 1\i1(j:t~' ~!nh, ~9~.. :l4. '~(lBt ~(1 ali l!lJ\Vl-il pglntl ....

JJ·"O:"l-28.~ 62<4',43 teed:' .~n9i.' tu an .. pa1l\t.f ' " 1 ..

N 4U-42~~1 ~'g~a.40 teat to an angle pot~~, . . · at fSO-32-41 ,i .cnv!lJ> f'eot. ~l)' ~n 1I~91." polnt:1 I , ~' 'if :r"-~Q-lJ~ l! :1iO\37'teet'to all &1lCt1e point, • • ..

if ~5-o\&-.c3, a 6113.2.0 fC!?-t 'to, an, ang~e 'point' . '. '. • 1I1

.' •

..

Ii N'~(·1~-2a ~ ~1~.23 fG~t ti~ ~n anglG,~()i~~J 1 C • ., I.. • I.' ',' I' • ·.H .16-1S3-.~ Jf N '3"49-61 ~ X!l9,~3'~a8t to ab angie .... . point. ., I ·. . . .' .. z-ng).ill.Po1ntl . . &'8Ui67"tClal: tb 4\\\ ·• N 1.5-0'-.« '.. '10'.70 l: . .,,:1.6.. tee:t:..t totp ..nan • .pO,tntl " smln'tJ t~ ~l\~1.

'.. • H OB-26-lS~ II ~7, a~:l.

If 04.. :t!>-~8 i: 51~:!54 tMt 1:~ a~ ang1-. pC)1nt, 'II 06"115-49 ~ "ot.~8 ~.et ~ itn 8" $ia.~ oedor corner p6.t 1.61: M\ poll\t:. 1.1\ i:ho ' '~1e 1.I~~t'f !lout1b Un" ct lIlMt ~U." '4J•.1S1I. _bta-li ot 1.m1, Ko~ ott "$",a,ck.t#'LbCd lUI ~~ (Il.) of'Se.QOlld ill .:hJ:tt.t:1.Dn he4 i:o Har,y tfat'f;bll ,VUUti9bu fX'OJll Xncfia,r.ou1ee )fawt:on,. c1a1:&4 aut)' <l8, 19'., ... ntlf)J:<4e4 'In'VD1~41 16.& an : PIIlJa Il~ of the J)ee4 ~ o~, ovilla. Q~~,. 'l~t'a, tot' t;b~ ),OW~ !,~.~..t CXlJrner Q~ i:bi. fS1n:;f &:( J • • :. . ~long t'enoa Ana the. SOutlut~JJt:, "GI.li:A, fln4 211.-1; 11n. bt A~Q· ~CSlS.l:\~ _~'\:Z1l~ o~ len~, the . ~o1tO~1~ OOQ~&le.D' , , ' • ,; " N'-G4"11":LO ·1t-Ji.-27-t.Dt..to.~n U'l !11'lIlG~~ . _ __ _ __ _. o.4a~ t:"f&. ~OJ: ,- '-._.. --- S 3!-53·Q4 S - "--,- '.h *1\111. paLnt.J " --._~-_._-,._-_ l'~t4~ ~••t .. - - to a • _.- _. - - _._..- ~.11~~4 t1D ' • -_. - ~ -- . - _.- _.- poat t:o~ An a.n~1a poi~, '.

11"f$:-~7-S() %. '31.(1:1 teat -to It. rb.UJ:021l;\ tie B · ppst tot' a\'l ,"-lU! .' alXi~. pa1htl,' .

02 a P71.'J,'fI ~fIfIlti -ta.1l ~t"'l:tJ ...4 1:1e. w • • poat: fo): All llngl. ,PCt.l1\tl, " ' " :S'..h~411·B llOBt:. _11 1$9,08'fBa~ 1:0 '" :r:_l1~Oad t b t:9t' inqi.~ paj.n~" '. • II • ~. •

S 41"08-21 B 30V,I$' t$~t to i\ .~dll:oa<1' tia po.~ totf IUl -ansr1, ~oJ.nitl . s ?6"'U~J.O ~ 813"50 ':f.~~ ~o " ~ed.').t:O{L~ t:La p'ost for an Atlg;. ~oi'nt:f ' II "7"'38"07 ~ "03.70 ~cu,t. to " .;QUroad tie coJmar:~Jlt:. 11.t'the $out}nrasb end t>f. ",gllt:a to~ ~he 1ovo~'&O)1thQ~G\:. QO'r:llfl~ o-t "del 561i.ii3 ear4 t.r4cl~ Qt 1atld Mel C\n ipi:erJ.QJ:' OI;lJ:nClr;'_Qt .tbltl. PllqOoYl • .. _ .. ~_ ...- .• "-' .. "'-" •• _..... " ..... " llXIll'tf A - ~"8. 1 ot 10

\iertl~ CoP~ 15 M(ge....:!:l-of Attest: Ramona EsqiJ!vel Hobbs Uvalde Oounty Clerk . : .. , l • •• :S:ndia llll\l'ton (!S2l!2.~S'1 '~ora,,"'~ ~ttVQ 3 ' ' , . tf :US-42"4' ): ~t: '1.SS :toe'll pbS. l::h,e' com:$J: , .

....... , _ _.. __ _ - _.- (It .n1d gate attt1 ~a t.0mttull ~J.t)~ ~t: .It. JS(I~ • • ·-~OQb..ll!\'SlI"'lloa.d ~aGlilOJ1t;,: colflilniilntt' tl 'toh.1 d.itJ1:ltnae ot: 123.:lb test to II 10" dialllo.ter ,,~aa~ ~&t !o~ AI\. b;be;tle po.l.J'ltt . , N a~34-24 r, ~3~~16 te~ to ~ 10" d~a~ot~~ oe<!ex , PO$~ .. An ,.. f* '*'itl.6 ~os.nt.J' ' , N 13~SO~jG ~ 1~1.64 teQt to a'~~il~oad ~!6 pdst for l\n .af1U~6 ,t?oitlt:, . ' , K 3'-~1-2' ~ 74~.2~'to$t'to • ~a11~o~~ ,tio OOrl'l(ll1: ~at f~:t,~ Iltl91.' 'PO!P!l1 ' it :'\$-4'1-:l2. Jt 46..~O ~Cl ..t:. t:o Iln ln~1oJ:' ocn:nt<l:' ¥:It 1Ied.c1 CJ411.G:J "'Ol:'~ bnat ot ),al\t1 .~ ~n' Q.X- tericn: o01:'ne1' ,ot, thb't1uxvorl s '19~1-4~ :£ 42',,',0.0' tOQ~ f» fJ' ~II 4talllft~ftr ., cedar oo~, post· tor C:he lIliddl. Soubhal!urt.

CJOrno~ ot "dd 868.1$3 ,"Q):'A t:t'l(l)1: 01: )..m~ And ton :l....~r1Qr, OOX'J\?J: !>t t$is fm~UY' . 'k. '20-02-24 lLU7,:O{ teet ~l) an 8 f ,'dlueb;rc Dd.4~1' !'Oat 1!O~; an lnsr16 po~u, If :LO-~4"20 Jr t4?133 teet..1:o ab U. c:l.l. .o~,,~ li'l8 CJllk tue tor an lntllriol;O ~. o~ add .6~r>fJ:t a~. t:'aOtl.,o! 1ltnd .~'''I\ .~);'J.oJ: .Qo~ o~· this ~"'intly" • , H 61."3J>-o~1S K ll\)~09 feet: t:o em U"'alQ~e):: live otltc t:1'aa tQ!:' . on ahql. ~olntJ if· 6:J"2~"'03 oiidd' tlO1:l'I~ po.f: H an .elftart«ret 't.o.an eN ,~U~Gt:tu: tha uppcf:o' SOUt:he.8t: • oO~lIIr o~ u{J. fJ~ AortS tJ:llof; o~ _a14 1~ and ."rt. intoriol' oo1'Jl81' ' .of 'tbia U1lrvqt 1t 16""U-21 E 6D<1.31 foist to,all .

811 dilllD.ate): .' O~llt po~ S-OJ: an.~ .. pol.n~l" 1f ,.060-00-18- oed.u- pcmt .

S'''ts'lI~'''- ~••t-i;o .~_,t1~ ~ tQt on ~1. PO.titi~1• _ _ ._._..._. ' ' .. .- _._._.J.. , .

'K, 05":le-62 B '99.n feet: -1:0 an Bit cUa.8t:~ oedu- poe&t tot lUI' .t\9'~. poltlt., H (J~-~:s..a3 M 42& .70' fe.t to AU SIS ,dlur_tw QO~ pos~ t:~ ~n ,ansjb, ptt1f\t.t ' " • 'K 0;(-:3,1"22 r; 4$lJ9.)'.1 taClf: to All. 81t d~t:a1:'t oedlU: post toi: un "nd1e poln'tf , .' N 07..36~GO E ~O!S.1i2 t ••t to an 81f d!a. .t:~t' De4~J:' popt t.or ~t\ IIngla pointo' ' . :,.

If f>3..0t>..01 tf 1.2'1." fRet to an 8" . ft1aJl\e~llIl: Dlld,u~ })01Si: tor. lin ling).. polntl ' ' • # ' • If QO":US"12'll ~"O.63 ~dat t,o liM ~i.eUt' a Ql!4ro: pQSt fOl1 an ang1.9 .pointl "l\(1 ~ 08~'-6' K 1).~~·t_eb ~o·.,polne ~'thJ r.oorcl Hortb 11:ll.$ of sd.<I $UJ:\'ay No. :ta~ Md tbtt re.ol)~~aoutb lJn, of liuWe.y No. 16'1 1 Mut:rAot No. 3f~,. il'lIll~j" S. ~Ilyne, oJ:'lgitt~l , Q~&n\:.ee./ 1:o~ tlbe ••u~\fa~ NOllt:hwe~\I' o~~er' of:'- ,. '-" - ~ _. . ~, ,. ~ .. , ,lOOlXJSIT /. .. Fa,. , of 10 , ' ~oe~ID~ page COpY,s of Attest: Ramona Esquivel Hobbs Uvalde eounty Clert< ·. ". "

A. Certified" COPY. 5 I~ \ge_2-of---.l~_ Attest: Ramona,Esqulvel Hobbs Uvalde County Clerk . .; .,. .. . J:nM.~ Jre\"toll (52'1$%.2:>7 Aotlls) ... 1"a~&. '6 • • • f. t • • sald Survey.1(Q, U9 1/2,. Mit th_ ElVit: Una ot ...•_.. _ __ •. _" __,.,.,__,, : .,1114 'a"llQt UK, « 2.9-:81:<511. If .<l"ri~U ~(lQt: 1:0 t.hQ )!,t'oo~et Hot'th\l6ISt <Jo1:n",r·()t S~ay !to, 81.9 1/2, i:hll ~eQbt'<\ Sout;bll(lll~ C1l>tijCU" of ~flY·No." 8"6, and ext.riot' dox-lier ot eM. . Alon'1,1:he ',m. . at r4llord· !tQrth lil1. fI~l!lf' • llaid IlU1:1ley Irq, ., . .

81.11 J./2 And 1;"•• record south U.na ot. adl1 IIUrvey No. 84(;, BASt. 1>632.00 hat tiQ .. pbil\t OJ) i:h..

J:6tJorlt H6t1t! line pI:" "aiel survtAy 'NCo,' :LOu. t:or th. " raoo~ NO~Qaai:. .co1:nar of .ala ftUl:Vey Na• .aU 1/'Z, i:h. r.oorcl sSuth_C\tlt C1ornllll:' at Sl1l:Vay No. 8~'6, Al'Id IU\.J.llt.do~ oOl:1\41r ot .t:bif! AurVeYJ ~EU~1 ' ~onC1"th~ XIloOt-"d BIIS\!. ;Llna 'ot sllid BUJ:VAlY No, OU an<l tb6 Z:~a Huts Unit ot -U.~ IJfl1:V.y Ho. 10" 1, If' OO"4·"-:U. If at CJI6 .... IS· l_11 palu" t:J1o\ sQ~t:h.ttat: c:sornGJ:' q:t l:.6ai: ne!:taJ.n 32 ~ '11 eorll tn.<* ot! 1&.n<:l ctuorLbilld -1!- ~ACl~ 111xte.,,· 11l thCJ "tor"$ll&~t1on$d ~ae4 t.o ad,llJY l~ ~1orn, 1UI1K'll' 1'J:'~pe~1Cil.t. rA34•.,. tfohtllltt4.~ -.losvi 1;.l\4l Kaa~ UnA ot .d.d 'blAde sltd:o.8n a ,t:ob1~atanalll of 111SI>,48 taoi: ~ ~ l1Qlttt: in tenOlil. em 't1lQ JloUtbWClR Uri, o~:~Q~ a34. ot Kalnttt B,P1:'!nl1" • SUbll1vuJ.C)~ (\lb);'eOOJ:deG) .foX' .t:1l~ North ~fU." I of til'll\: oertdn 13 .. 8151~ AO~. t:~lIbb of llU\~ 46- lto~1b.a II. !1'raQ.t: 2 J.n a "e04 tCl A. NOwton, 0; et; we, e~ III tr<fII RobarC: L. ShellhUllt~ ail ~.t, • t'lated'KOVtl~ 7 I 15173,. M l:e.l:!QI:dejl in ·ValW1.4l lD:) on P"91l1 661 ~ "tIN ~f~ __.~tlQr\.ct J)tr;6d )t4JOOid8i 11114 tb. ,~t: lfot;t:h ooX'JHt2:' of tbJ.1Il .,.UJ:V8y t'rcm tdllob A 6- 4~1lt:.J:' oa4U' OOI:'~X' poat;. ''1'1:~u~\: ". :l," tor tt... Ho)jf:h".at:dOrtI.J:', of Aid . b$tI.~ if 4t""",7"2_ " 80.65 -f•• . to, (~) Uong 'tba BUt: :Line ot .ala n.81i~ t~, .~41 t:ra"ctl of land, .at\CS the R.-t ·Una ot 'J.'t'aOf; NO#. 234"~44, 2111, ~4 t:ru of .Md WalMt: spdhvs Subd:iviIl1PJ\, tho 1!ol3,o'dng ao\p:aGIU '. .

IJ 4S"41-U ~ ·3.0:27.:teat i:o ,,'tlUJoa po_to to:: fl.n , ..nllla , 'pCIJ.n1:1 . ' " • , S',,5-10..1. E 8&:.«· ~pt. 1:0 .. teng. ~~ I , tot:an··anlJl. i'0lm, ,. ... . i I .. ·S-6~02;"<)a-)l:-tIMU1- :t.cai!·1:O-«, -t4UICHl-J>O.~· ,... - ~ .._---.- ..-. I tOJ: 'Iln "1)91, poin~, •• • S 415"4'-10 JI 8'.67 't'e..t 'to • ro~'fl~~ ,tor an 6.tlg,le, ~oJ.t\t': ,: . s·h,;..ao.. o4 ~ 38.74 ~fI'* ~o A 10" cu.AJIfl1tu out: , Q~t OQ~. \:roil. .

J:ol;' en an$fll" :l.c:"~"~21'" :lO.AIi t+.at..to ~ t.}\oa post • .

PQ~t\~. : .' . fo~ ,~n 6nUl" poS.pf;, O~~6-a8 » 2~3~a4 tao~ to ~ ~.no. ~a~ , • • . ... . • ~O): "n .ant/1ft veunt:, '" f,; U-:i1..2:J. b n .4~ ((I6t, ~o ~ fel1aa poat for .~ Iltltri. pointJ . .' S 3d..:JIS"':I:L ~ ':.. 0. a~ 1:_t: to'A 20 11 c1blllo~.J:' OAk. t:l':'Ae lo~ q,tl AJ19'l- point:l : S 2""42-57 li an angle pol~tl...· '4 .~·5 $laet f:o " fen~ pP4ft; for ., . . .. _"__ _.._. __ _ _ . ~.L'r Ia ,.. 1'IIJ40 , ot 10

, ~e~l~d CoPY. • i-,:Je of.:.] 5 Attest: Ramona EsquIvel Hobbs UValde County Clerk , , t' ...... • ",,4":

xncU,a HQwt:orr (fi~6~ t 251 },01'4tl) .. hgli! tt . " " S '07~33~~O W 1~7.;3 ~QGt'~o.a 2~" dl~~bor ,to" Qn'I1\l91Cl p'01t\t", . . ._ _ - .. opdar tree :' sa~P~-44:::l; E i4·.~i 'tCl$t to' a tenoe ~oP:t: for ~ng18 pointt, •• , • '.. • a S ~-~7-4~ W ~~3.~O'~e~t ~o ~ ~~o~ po~t ~or un- an<1),a point1 ' ", .

I , 'S' 26-2J.tf)l! 11 3.1$8.34- teet b lll\ e~ cH.a:l1l~to't' .'Qeclar ['Oat: tOl1 0.1\ ht\9'lG point.,·, " ' ,s' 08':'1.0-H ~,"6'1.'1~ J:~o~:ilp' an an ~i.CllllailCl*, all~ar toree to'/: ~ ,,-ngJ.o.S'cr!ne, ,. ,e•!9-36"3B E 350.%0 t4Qt. tQ 11 I ' • tenaa pqlJt to'l: .S.. ,M '-~$ po1.nt:ot 13~)2~3S.~ ', , aO.1.a f~e~~~ a ~$hC. pcp~ ~c~ ..

em Ilnc;rle polnt! ,. • , 03..1,-6a K u"ill' f.~ t:o Cl'fen~. pOfJt to~' An al!91c. , pointl ' , '.

I, S '030:-411-02 W 1~'1',11 ~.~t. to aft 811 di&dehe~ ,I peaQl" tr.. ~02:"un o«n'jlle l'oin~r • S ~i-4a-2.T 11 6;:%1 teQt "bO' a· 12'- di~uter out ott CJ9db);, t:!:CI~ tor 'bon "ngb Ffif}t.t S 33:-0\":'" " 3;;.=-6 ~t. W an 'ull·~\1....~ o.~,tn:a. an9k po.l~f 1ln4 :fo):' .~ a ~S-2&-!l1 w'1~~:3~ .taClt ..tea tui isis 610Gb):' p1noh plnG b:C14t ~oi:' i:h~ It.ale ~@ o~ _dd 'J1s:«at 232A ·,uu:l !l\·,lU\~1.6 JI01nt. ot '1:h1a "Il~' 'lUatlCKl . , A10nlJ 'f.~Cl4, in PP2:'t a.~Ong -th. aC:Uth.llat ).in- ot Ilil&h\ l~HlO' «"e t2:AQ~ pt. last4, in llan a19n9' ~h. N'Clt:i!b'll'4l"t: «net' 1folll~ Una '<fr 1;b.«t' ot'*81n 2B.UO AdJ:_ tl:AQ\;.o 0:1: 111M 4 •• CX'~1II4 .•• lr~llC¢ !l'IfO 1ll ... deed to if. A. CfopcalM4, 4t 111 ~~ c. A.

N~nt ei; ~I il~'d, dtit,ad *Q'Vqbe): 'It U7" -I(. ~.acn:4414 ion Vl)~\nl" 11':1 on 1>11". lS65 "t,-ma .. MU.~ed h~IJI't:h .. ))JUU: JUllhSo~t: lina , ot tlpd:-~1nn-.-~aU-·.a~··b:Aab-ot-l-M4-1ie- . ,-- - - . - aanb.MA....Iu.L-:.J:Il~On~ in; the. Ilto~.qt~ 4••" t:o a. A. N,wtion,e£">we, '6tr"n"1'ri4-a).;Dl1,.-tb- - - • NoxtMt. .~ aJId 1f.II~ .uno.,or ftaClt: Kp•• ~32, US{' ~O" 24', let6. lat f 1ll\lS :215 o~ Wa1U\\~ .. SPJ:'1t\g~ sPb41v"ion, the: tollOll1hsr (lO\U:ll.• • J 49.:u'~3-9·H ..~ 37.80> t..~,p_a" t:h~ ieooX4 If•• \l :U.na ()1: IIA1<1. S\l.rVtly HQ. '-(141 Il~ 1:):10 ' , t:'.C10~ ~~flt, 'Una ot t:utVoy Na, n~ 1./2, tot' .' ~4 6qutb oOl:nat'.of,ad4 11J.aJP!.Q~. i=.1:IIoClt; o~ lQ)l4 U4 the. l1orth6Ut ao~tQ: td! add , 20.{)2.0 1IoQl:8 ~oi: ot l&t\d." C1Qnt.Ul\\Ulg " I i:o,q1. cUatlln06 lot 61.0.28 t6Gt: too an elt AU.. .

1l\Oeos:: o.4ar, poat to!; )ut Qpe,rlfl s ;ra-U:'23 w ,n. 64'>t,.at t:o Il.. ;l4" <l;I.ltlllQl:o):: po~t., . eeda"): t~6. ~CI1: arl'ang1.. po1J\~J It •• • •

B ~5~OO·40 H 24,.01 ,fAst to·~,~" dl~~t$~ oale ti;-ea tor !t11 an~lf{ 'point, t .~ 49"15"'..''1 If 12?-.~" tbflt to, ", 'M" di1llll11t~% ".~~,~ ~rao t~!:lftJ ~ng:.e po~n~J•.. , _•.. ".."._ .•~. __ _" _ _ .. .. I > , !Xlt1nr A .. 1'8$t 6 ot 10 ' ,

, .' ~ oertW;d Copy ~ ~age of--.:l~.;.;2~ Attest: Ramona Esquivel Hobbs Uvalde County Clerk , " " " " , , : .

Xndb Hl!wt:.Ot)' , (025.2.257 },at~~; .: PlIVa:? , " , , 's ,Ii$l-~O-J." 1i' '3."2.SI~ 'r&Gt ;t:.o '" ;1.2" 'dilUU:l::er ,~I\);' siiW!P tqr ,an antll~ tJ0IJrl:z . ------. -..:..... _._,.---~-.- --:i:.50:'5:&~·f{ W8S.~8 Cl$dlJ.~ stul1~ .. .t;.ot:' 61\ :t~t:. f\n~l~ S. 4'''~B-l0 W' 238 9:1 tuot: to a. 1~M4 (WaX' tEo' ~. ~~~.

ang1.e ~(lJ.nt:t . po5.nta ~illJll6~t;< . • . ,10 1' ditllll6ter'o;Mr traG £01:' all ' " • 6 '·97M01~J.'1 j.r at}, *n91.' P01'J1t;1 53'>.'e~ ~alSt:' t:a _ • ~(lno~ PC#1: ,, J:c)!

S 06"08-11 if ~6. 66 to 'a :tenaa poat. tor fDA~ ~ ll.t\ljJ1o. }:IoJ.nt..' .,' , " , ' I • • ••• • 06..:t4...q2 If 11,.13 tee't 1:0 ~ 314 :b:,01\ pLn M lOatJ(C14 "Sl( ~l):J HaJ:t:lMXR • fOund. 'tQl:. 'tIla IQut.hwoat OOJ:'~J: 0:" ~1:b.4b Jb3 A'bet 1:h« I!{)rlh... ve,at oorltu ltt <:r4ert: 24& tar ttn- llng).a J101.''~' 66':'~O-34 ft\!l~ ti(l '" -4 11 ' d1111QGt:.J: \{ lna •.36 ., tor llll as\9"141- Pol1\~' oQd.e.~ .post: ~ s' O$-a1-37 tI·ai7,i1·~"(lt:. ,i:o·a'3/'" .u:oJt pin I 1ll11l;fc.cl "Nil 1St; ,Ho.d1~n" to!: tb... No~"est '1 co:m""", of "1'1~ ~~C* 1~(i And the' SOut:bw_t • . aoxnGJ." oj! ,.alA 'rtaae " ~.8 OIl-U-l2 1f :l&,.',64..t_t:. 'bb a fontHa ts6at to): tot' "n ll.l\ola paint, Ill' a1\91" pClint,. , 21-5-("0:1, H I '. "4"',03 ~e41t eo .. ,(If c11U.~ 04148.1' }JO,t: tOI' an'angle point, B i2:r-~a-'3 " :l~O~4.9, ~.ot·to a':feJlO~ po.t for an _n"lo po1nt/ • , . , a.11:D2..44 " 6~.,'3 fe.~ i:Q 1\ ~enDa Pc$\: t.rn: , , a1\ anglll. .point, , ' II .07-C):l-411 tf :l~& .-:fa ~_1: Wit"" ~U,ll.Illtlt:e): . , " • , (I1ldu:- paGe" tor ~b' tsn~],. ~i"i:I , it6e~1-'''" 1f 22'4, tiZi' t.~t ''to a 4'" iU...t~ , ooAu· poat- tO~-II'l-lUlgla-J'olnt , . 1 "'", - - - - -- -s-'u1"""'~'-1f-at.-an.'11J-t.'vt-~.tJlI··t:b.e~~­ Nonb lim.. of' sUd 8\ttVoy Ito. 43a 4lt\cl·t.b& , r~~4 u~\: 6otltl\ '1'lntl l)~ dtl1~ 8litY6Y Ho. ,~, lo~ the sqqtha~~ ooxner ot·.ald'61,P31 , .OJ:. t~aab ot'la.n4.f 1llav!Jltr IIdA, n.~:u. 'c\O~ • 'l:J:aot: ot .land. and. dOnt:l.,,".tng ...1Sot:a-l d1sttlhQQ at " ..." lI!;'.~ , tQ~' ~ allg).. ~ " polnbl ' " cU.awGt:o: oti<llU:' POII~ .' , ,- • •• •• .. I , , s ~o,,~p:,a), 2 227'.36 teat to ,1\ 14Jl pAOan tt:60 tor, an angle 'pb~tt . ' , ' ,Ll!lllo,rJ.tlg t:enaa, st 01:'3:1"26 If ~8!l.'O tel\t 116 II.

SIal! J.s:'Oll pill ..sEl~, :tot' b.n tlngle. 1'ol1)I;J ,an4 Not' _1.Qng ~4J\a6, S ,21l041.~:'t. '8.' ).O~.oo t_h 1;(1 a 1S/8"••11'on pin _ert: on 1:\\. Hcr.rl:baaJlt. Un. ot ' ~2:Anb 274 pr ,.~td 1l~1"\1t. 8pdn~. &I"~~~J.II10n ~QlC 'u\'! At\~,,* po;l.l\t: tn t:h. soutl1",~#t::I. a ,o~ !l'l=aa~ :Z711 and "n, extei".f.oX' crQ~a~ 'ot tb . , ISQrYloy r • . , 'l'RENOlh , I A1()n~ tba tlol'~lu~Ila.~ 3,1"" ,01: iIId4 *aat 274 I If 150"06rOlJ Hot' 62'.0). t6C\t pluur an' e_sllerly-··-_·,-_· __•·.. _- "-"._'~"" ._.. - 0- , .

I, ) Certified Copy /5 ~Page..L.CLof---:.=-_ Attest: Ramona Esquivel Hobbs Uvalde County oterk ,. rncUa Newton (152G2.11lS'1 A~ss) .... ~gcr 8 • ~ . . ex~lor OOl:nll~ ~ thAt. oertain <l16f31~ aare. . " ~a~ CIt land dllao,....fj)A~ Il.tl tttl:1\eti1 01\6 in tn. . -- ~ _._- -_.. -" - •• -.- - ~¢r$lont:lol1el\ -~n1:in\,{1t(Q ·A1Q"~f·6. Rof;othetl~t. d"d to \t. AI CO~o.l\\\, ta~.~, Ifi'l\\ 0;( Pili\! .

4~6fUU ~Ql:6 tndt ot lb.nd .. ·t:Q~1 CliSte.no~ ot' ,:l.S4.&8 feet 1:0 II. 11/81\ !ron pin .fl\: :to~ ~n .nI114l. poinbt, ••, . , , ' 'l!KtNC131 , 1,10"1 thfl Ilortb<lIlflt: line of 61li;S ~raat 214 ..nd ~ 1fo~thClltat. tine o-t. _ddt .oll6.:J~15 1'Qra t:~~ ot ).t\tll1, 14 3~";l:j)"IlG 1f ab 111,11. : • .,.1: $,la-lIS" 1\111 8 1t cU.Ullot:er o,e4ar (I"r;nor posh ~tl t:blll ~as1: m\d. o~ a • g~4l, ccmf:.inu!nv ,dpllg 'tlUtClD a tot:...3. c.:U.UtM06 , . ot J.n, 69 te.~t:. i:q ~ 111 1f 4le.M1:;~~ r;i"a,«r (tc)):n~ ptuif: ,:r:o~ th' Jtorth6"'l:~ OoJ::t\cu,' of U1\lct 'J!1:Jl~ 274, a North.ast cOt'n4Q:' of ."itt "~6.U.6 am:. ~a.o~ ot lIlRlS aM «II lnf;'pdor ol)rne)," ot tb!u lIurvGY frolll,ml oh t:1fa ,contEJr J:od ()t A. '''In(1JlliU bears ~ , ~2.~1"Q2 X 1S.S~ ,t ••tl ' 'l'IlBH02t '.' 1.:),01\9' fen04t t:M 1f~~, Nc>rt1\wub, and tias~ 15.n~ of! "pel 426,3J6 ,,6~ t~aat ot ).Mtl au4 tlbet ' . Hol:tli, korlbw"t, f.t}tt "eat;· l.in. ot ~aob No•• I ~711 ~.9, 288, 3161~Z~7, '4~, ~d'2'8A, tho , ~DUOltiM OOUl:Ie«a., , , B' '6-0&-30 If n .•• u t;'.t t:o M' 8 tt dlu.at:er , • OiIdllX' <JOt'nClr. pdsi: to): 1111 ~a p~i"t 1 • .4 • C

8 n.1.8-00 1f:~44.. 1'1 taat t~'~ 3" 111allltlto):, pJ.po :pc1st:' fo~ on ,on~lQ pointl • B ~;-n-13 • 1'G4:lS0' e~t. to .. 6'" d1;"t:n' 6e4a1: pon tQ~ an Ilng19 point, .". , , 4~-3."5.2 If !:Sl.g! fee\:. i:o a. .... lliaJltd:fIr ..

C%9dfl): }'108t '1.or M' Ilngloa ·lJo~t.l , : ", S ;,j'.12-08 112":1.0. tllot 1:0 1\ :l~" 11:01\' p~ eouM~Y Cl 6" A~.~~ O.da~,~Qld. 'jlol: 1In : • 1lJl9"1. p4)1htt ,,: ' s 56-Bt..~6 W3(0"211 tut to tl. 4 Ir,'d£wa.t.'e,;

8-51"1$1"33'" a .

0941\1: 'J?Oat. ~CJ:I: '\Ul,angle ¥1O$.nt, • , , O.r.-8&-' .filet t:o.aG" d:lallt~~. .__ .•e,dilt' -- __ post: t0F:' an _ngta -.__ '-.-._-~_ • S !>l-"'-lSl l' .lil3.lJ1 .. . - - - --_.: -:eno,a po* . "--- ~'fQ~;t.o ~!l\t., '-~-" _....-_.

_ tOt: An a~10 p~1nt:, • ,: '."" S lSQ-ll%-.(JIJ'Ww IPD, flO t.",t tc;t A 1!auC41 po~t:: ,fc~· an '6\1910' p,olnt, • : ' , , . ..

S .15O·'·U-ot.' 11 100. 00 't6~t: to '- tcrn~ JlOd~ tdJ: A~ lltl91e po1nt:.; , ", .. S ""-'tl6-11 M a05.I\4 CetJt ~ .. ,tenotJ 'po at: . .. tCh:: an etI~6 polnt.J .

B 5;-S9-&0 ";'2&6,39 bvt t:<> II tanClfl posrt: • ten: ~n' MSfl.~ PQ~t, ,. . " ,..' S 4?",U,,1S0 tf ),81,JO teet.t. to lr. f)" ~llmeu1: o"dar PQJdl to~ _n ~Jl~l. p/)inpt: ' .

S ~O-4t"~5 W~6f).03 't$ai;. "to a ,,~ ~~~&:t:' . osdat',poat to:r an' "Wls Ilointl ..!ittIB11:·A .. raSI ~ of,,10 ...................__ - .

, , , ." Certified Copy 5 ..._----- \'---)age-'l:...of........../ ~ Attest: Ramona Esquivel Hobbs Uvalde County Clerk . ' ,.... .. .~ ....

:rMia. N~\ll;O". (S2lUM11l7 :t-e~) ': i-A~9 9' • :. ~ 2,-2).-!l0 ·D 30!l.J, fa" t:c>o a ;/-«It i1:'on pin •• .. __ .._•• __ .-.,.. __•. _ _•••. __t~Um1 J)y :..tenoa.. pqat - ral:' an angle point:.J "".0...... •••• B ~~.SI~04 n,B~.~t t08~ ~Q .·~~~oa po~~ ~o~ a.n an9).o pointl' I .,

•s a.J\ c)Sl-::L3"2Q M~3!S.. OQ angle po.f.\\\ll ' ~6~t:. •• :\:.CI·lL ~e~t\ po"b ta~' s· O.-q,~20H 4/l~~O'till't t:() ~ ttlMll,l'OS1: fe»:' ll~ 8nqla ,~.bltf· iI.11"01l-40 '" 3,63.eO fee.t:'tC'l a .fenoe PO"\: tor " ' At!, tlnl1la point:) ,', ' • '09-.4'1"26 f: 6&6.39 fe~d~. ~ ~ ~OtlQd pou.t:, tOl: .&h ImglG 1Joint:.~:. • • it,'01-1$1>"1>7 1# ll:ll. ,i.tut to ,,' 4'; dia.mtlt:.~ a~at' po~ ~oX' lin -tln¢1J pdbit) &Utd' ~·lO:la.a8 B lo§.~~·tQ.t to ~ S/8" i~an pin ait on tho'.nooxt\ pp1{bh Une of slllld.a1.U'Voy No.. au lo1: j:he' 6Q\lbbll&tlt. <Ulsm-~ of 1tbi. ""~"r h61ll Wlll~lr. ~/.(. bon Pin bIU~X- s ·to"U-U '~'1J5/U f ••t ~nc1 a 6" dllUt4Wa)," ~...,,;'y '</84#,1: aornt¢'l!Q"ti fbr. the. tJOU~fIlt:. •bQbm\axy QOX1\e1:' cit Ald Jtevt»n llal\ob "lIAJ:1l B 10..lSa..3fl 1'. OG.1~' t.etw •, • ~OlU . ~0l\9 . .' t the ~ ~ ~Ottth JJ.ue ot .~lCl S~ay No. . ' . ' .. all, 1:be ncez:d s'Q.Uth nota,Clt "~.Y M~ 817, A~Q' 'th4 ~ool:d Boltth. u.n. of. __i4 8w:vey No. I 17t.,· S 7c>-"'...:tt " bot: '166.&3 ~.et pa- t:\l- , reoox4 Horthtlli(at ~o.m.X" ot Sutter .Ho. 81l5, Ab- C~) ets:a,* NO. l~US, ~. 1\4 -8tQner:, orkilUll <J~Ant:e., Ai: 4015~·. 7t 1:.-t. pau ~ B4IIVt:oA ~oh • bO\\ft4_~ t~. _ml • J\ol:\:h.,,-t ).~.. o~ 2UI AA- oroaaJJ!Qsr '00. DO- ApJ:a i:J:'Act; Qt 11U14· d8ll<JJ:1be4 u Fil:'8U !!1:a<lt. .($1 t"d.~ to dn.416 lUI... 1'3.u*er • Hb..t:At;1I1n tXQlI\ Davi_ ft. ~QII, d~ s.~~ 1S~ 191&,. au ~l:4.d ift. Vo'1.\UlI.lt ;i-l Qh »1196 ~'G OJ: ~e. nld ~ )\eaort$lI'.'tr'* vh1,ob:. 6" 'd!lll..

AC.f:tIJ." eadett' comet:.: porab ~~.,..", iJ 60-)0:-."1 JC •.. .t>1.df:L~~.1;L~.!.8 ...1' f ••t: ~.. tb6 ~ • ~Qu.t:hV$llt qotn9r oCiu«-1J!iWeYltOi-S:Ik" lm<!-i:hll- - - - - _. - - ... -.-.iaC1Od-S.outbalJ~erj ~fi~~Uw4Y ItO. 61.7 J 'At:: "D&~ ••,. tNt: paa. ,Il f.nCHI aiUt et. wa;A:,1.niJ- -- -- _.., •• o~ salclloo.oo a~ t:~.Gt. or len41 e-i:. G'-4S1.7) taet: pill'. Q1Q Newton aincm boum'~ ~etlCl.' ab 6U'l.a~ te6t: ~«1i -.d4 H,.~n lW\oh.JJo\l~l:Y t.nc.j ,:t2»r& 1ibioJi. a G~ cmut.h.~ ~Ad~ C1~ teat p..... ...14 PO'll: D~at"JI tI S1...:aOooOO 19- ',17." : . .\1., ,," ~&7fS.U N.~(I1\ JUltloll ):JO\tn~~. t:.~., tlt 70'09.80 fut. P!o"11 nilS Ite\fbon J\anw. ·bOllmt~ . '.1\<14, .,tJ;o. tdU.<t1t A '" alaR.llk a.~1U' 002:'1102: Pl)~t ):Jelld', OB:'O~-l1 W Dd.14 ·tee't:,. Ai: GGIl7.74 feet. P",B tl cedar -taka round :1:11' an' old ):OQk JIlOUna tQJ: -thCl JJor,t:lluab (Scum.r ot .~.. Hcn:t:b-: wa.~ 1/~ of. ...14 SUXVey,HO. at6",.AblttJ:'AOh Uo..

3.4)9, A. 6an0at" od9~ Or4fttlOit t~'WtQh 1& 10n d1ltllo:tar oadlh: b:~...(1\W la" di~\I..\::.~ alda1: .t~p, bll~ Jl 4t-:fO-).7 R to, U. f(!let: CRoCl~ 8 ol6 1/2' J; 32.6 V,Ill:a" '" PO.U. b.at:) r .t 10,-40,.86 t6ltt l'b.fJlf the );tl<'o::A 8Q,Ut:bVUt::: ClO);'ne~ o~ .a.i~ ~U~loY. )to,' 611 aDd t:tia.!t$O()J:c.i EiQu\:lleul$t,. c;lQrna1: Q1: erai4- BU1:'IIIY No•• 17&, ."-1:: 10,550.81 fe~t. pass <1.61, fut 11 20" II (it a Gil d.hlllot.ol:' oQlllU: post:1o): an ll):Jgle in' t:ha PCl16 N..when Hallah' hDun~tI;Y ten?81 at: 11;~12~3:J' ~(illt- .. . ~ " - ..

.AOertlfied COPY,c !,-.JPage~of---.L_~~"--­ .

Attest: Ramona esquivel Hobbs -- Uvalde Oounty Clerk TR 00511 .. ~ .' J:nt11a Newt:on' .-.. (52S~, ~S7 .A~(UI)' - '~!\ge ,.O~ .

J>3.lId 2.111 1:ao~ N ~~. W ot Il tid ~~~ ;t9)lClJ .. poat. :l:oX' an a"'116 in' tli. NavtQn 'Retnoh bOUnd~ ." -., . ..__ .- •••• -_•••_-. -; .t~<i'L<:?'lF1Jl,,~· ~ ~1: .oJ: 'nclCn:,pd<1.He~ot\ bOun y fanellir ais'u,.((o.68 RanClb t ••t 1)1lSS a 1>/&11 1.ron pin ".1: JJ :t,'44.t: 9. ~j)'.H of 11«14 He'llbOn 1\4noll bOun~' :l:ena. J:OJ: i:he. Rt>l:'th..,.~ OOl:1\Gr ot •the No~f:!\Wellt ,-/e at fl'd~ 8l1tV<IoY 1(0. a~tl amtl.' the ]iOrt:b.llD~ QQJ:naxo ot .dd BlU:V01" 110. 1.1" ~):OJII wloh'll ;1.2", ,U-am.td$): 6aa.c\ Jh~bl~G ~6<" (t1~~ d.*lbl·~) burp.' B 11 k :US-OO tf ~';Oe: tGf!lt: (orlg1~)" l:lC 2","'lS~.:sg !Gat pAalll 86.0G :eeat. !louth. of a 6'11 ~iQl\ttll~ poo.n Uti. tor ~h. s~ut:h,unlt. ~C)\\nll~~ oo,;nor ot fld4 Jf6vt:on ~n(lhC' aont:1nu11\(1 '" ~taI ~DtanOfl (II! 2'-,84'1.1.:l teat. 'to thQ .l'Onr-t or ~wntG. ~ " . -'l1l- U)?S ~adnglC ett.,:x-alll.t:!Yis OblJervatj,ons,: • -to ~J;:\Ie No):oth ~na '"r" ~fl'n 'fro" • • " • :r. oert.ify 1:11ll.t -the. ~oJ:Ggotl\~ il-14 not« 4uor1.SlUon v~u.

P~P"2;'ed 'J:rolol btl Aotu..l. su~~ JIl~'4. wul... ay "lJP.n'~$i,QnM the ~d lind iilioaf. .""".... 1:~. ~~':~~ltitn...". 'tt<Y hud I\nd ao o. "'G.".• t:hb '4)(' 4l. ll..u:.i=.d«.r _ , ' • • • I .. . •.• • llA~~~

. '.' .. .' ... . :- .. '. . . .. .. . ,

" .- , , ... .', _. - -.. ... - - - -- - -, _... - _._. - - - - _. -. - - .. -- - .. - _ - - - - -- - .. " ., - .. ... (;"

" .. • • • to

...... '. . . ...... :

. ,

................. _ • • _ --_.- _ -_ __ _ - 0;- - •. - . - - - , ..

• • ACertified Copy I 1\~Page.12..of 5 Attest: Ramona esquivel Hobbs Uvalde County Clerk ..

I ...-. _.,.- ..•. -"'-- "Prl)P~ftY(lfic1uiltng any lmprovem~i8): I 1RACT ONE: :Being 565.53 acres of land) m.ore or le~ J;ymg end 'being situated in Uvalde County, Texu, about 20.2 mlles'N 36° W oftho County Seat ~ Uva1d~ contaIning 316.34 acres out of SUlVOY No. 186, A~trdot. No,' 246, Jomb Huffinan; 6.69 aorcs out of Sw:vey No. 182, Abstract No. 393, Austin Perldris: anc1242.50 acres out of Survey No. 183, AbsttaOt No. 36S, I Austin Perkins, fOJ: a total of 565.53 aote:l, being more fully described by metes and bounds as followa: DaQINNINO at a 6ft ~at Post set ~ the NW comer ofa Survey No. 186, on 1he east bank of the Nueces RIv.ex; tlffiNCB wIth fence end dong the north line comer; .. of SUO'OY No. 186, '.N 69 0 52' E, 2030.6 ~. to :mENCB with fencCfts follows~ S 9° 00' W 109.3 m.; S 00 31 t W, 340,2·vrs.; S 3 0 OS' lU62.3 vis.; S -r 41' W, 74.1 VI'8.; S 10 28' W, 248.2 VIS.; S2° 12' 'B 153.6 VrB.; S S" 42' W, 417.8 VIS.j .

S 1$° IS' Wt 23S.SVtS.; S 630 49' W, 109.6 VIS.; S 100 31' W,8S.8vrs.; S 200 43' W, 86.3 vis.; nmN~. lcavlng icn~ N 83"47' W, 96.2 vrs. to corner; S no 06' W, 108jvrs. to comer; S 39" 48' W, 157.1 'Yl1. to comet; S 25" 39' W, 121.1 vts. to ¢OJtIer; S 25° 46' W,238.1 VI'$. to cornet; N 86° 08' W, 211.4 -m;. to comCIj N14° 33· W, 185.0 Ym. to CO(D.et'; N 40° 48' W, 110.6 VIS. to comer; N 34° W W71.1 VIS. to comer; N 440 01' W, 208.0 \'18. to comer; N 45 0 lS' W, 15S.8 vtS. to corner; if 3241 46' W, 70.6 Vt6. to 10" Cedar, THBNCE whhfenoo S70° 00' W. 24.2 'VTS. to comer; 'I1IBNCE.B.820OQ' W. ~1•.9. "!s..- to a. .point on. the -.... - cast bank of1110Nueoes River; ..... - '. . • 0.-- . . -: - - - 'ilmN'"cg-wttfi llic J1i~cmor the-east-;bank-of Sfiid·tiver.,-tlpStreaD1.-eS-follows:__N-Z° IS' J~,- : _.

49.2 vrs.;N 12° 32· W,63.5W8.; N36° 16' W, 99.6 v.ts.; N lOCO 35' W.106.8 VTS.; N21°30' H, 72.8vis.; NISO OO'B.S23 vrs.:N20 l1 t B60.0vrs.;N 19047' W,79.7 vt$.;N3.3° 36' W 84.0 m.; N 57~ 43' W SS.o 'VIS.; N 15··31' W 206.6 Vl'S.; N 100 48' B 14.1 vrs.; N 3&D.17'· B 38.4 vrs.; N·t7" 13' n SSA vrs.: N 4° 45' W 102.5 'VtS.;N 41° 38' W 83.8 "VIS.; N 25° 24' W lO~.9 ws;: l'IDINCE'N 36° 14' W41.J vrs. to the plaoe-ofDBGlNNINO: . .

Surveyed 1wy 13-2S, J9~ by lH1n1ar 1. Koch, LloOnsed Sarte LMd Surveyor. Chain caniers: Al£ M. Lutz and Louis 1. Lutz. Variatio~ 9° 45' East.

TOOBTa:BR wrrn, but not limited to, all water rights, claims ftnd permits. and easements potfainlng di:rcetIy to Tnwt One abovo, if atty.

• __ ._ _.Ht ·-·-· _ _ ..

Pago2 of6

Ii oertlftr COPY/5 "--Iage' I of ~_ Attest: Ramona esquivel Hobb9 Uvalde County Clerk FILED AND RECORDED OFFICIAL pUBLIC RECORDS

Rall\<lna Esquivel Hobbs I Count.y Clerk Uvalde Count.y TEXAS April 12, 2013 03:12:08 PM 20\300\2~ FEE~ $68.00

A Certified Copy ':..

1ge.J.2...of IS' '-o.,ilesl: Ramona Esquivel Hobbs Uvalde County Clerk Tri-Bar Ranch Company, Ltd. Los Cerritos Hanger 10101 Reunion Place, Suite 100 County Road 410 San Antonio, Texas 78216 Uvalde, Texas =====================================================================

Amounts Due Amounts Paid Per directly by SBS Books Tri-Bar Ranch Due to Subcontractors: Ace Concrete 34,288.00 34,288.00 Associated Glass 23,908.00 22,434.30 Compton A/C 10,208.00 10,208.00 Gallery of Stone/Morrell 50,500.00 51,249.13 Texas Star Plumbing 2,730.00 2,730.00 Due to Subcontractors/unpaid: Robertson Electric 54,996.00 San Antonio Septic 980.00 Schulte Building Systems 17,557.61 Superior Metal Services 102,070.00

Due to SBS: SBS - Advance to Gallery of Stone 21,000.00 SBS - Schulte Retainage on Materials 20,475.52 SBS - Suppliers 10,940.92 SBS - General Conditions 44,809.33 SBS - Contractor Fee 32,097.50 ========= Total Due, but unpaid $304,926.88

Remaining Work at time of termination: $308,121.30 (without Change Orders) Profit and Overhead on Remaining Work: 8% Profit on Work After Termination = $24,649.70.

Remaining Work at time of termination: $400,51.24 (Change Orders Included) Profit and Overhead on Remaining Work: 8% Profit on Work After Termination = $32,004.10

~ DEFENDANT'S J EXHIBIT a ;13, ~ s s DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. /-----\lm C. Clark I J31 Turtle Creek Boulevard, Suite 1201 . Jallas, TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849 .; I;' f iff i i : 1o..,.J . ~.~. i.

May 07, 2013 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18478

Professional Services Hrs/Rate Amount 4/5/2013 Analyzed contracts; Drafted email on recommendation. 0.90 175.50 195.00/hr i~~Y10/2013 Reviewed emails; Worked on property description for lien claims. 0.80 156.00 l_} 195.00/hr 4/11/2013 Researched property description, owner and related issues for lien; Reviewed 2.30 448.50 other liens; Drafted mechanic's lien and constitutional lien. 195.00/hr 4/12/2013 Drafted notice letj:er and request for information; Finalized lien affidavit and legal 1.70 331.50 description; Teleconference with client regarding same. 195.00/hr 4/25/2013 Researched conflicting venue issue; Teleconference with client; Teleconference 2.40 468.00 with Robertson Electric attorney; Followed up on land owner. 195.00/hr 4/30/2013 Teleconference with Dave Morgan and Steve Schifmon regarding how to proceed. 0.50 97.50 195.00/hr For professional services rendered 8.60 $1,677.00 Accounts receivable transactions 5/7/2013 Payment made from the credit balance on the General Account. ($351.00) Total payments and adjustments ($351.00)

Balance due $1,326.00 DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. >~~ C. Clark :' 11 Turtle Creek Boulevard, Suite 1201 ( las, TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

June 06, 2013 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18529

Professional Services Hrs/Rate Amount 5/7/2013 Teleconference with attorney for 'contractor; Drafted email on same. 0.40 78.00 195.00/hr (~~5/2013 Reviewed Petition by Robertson; Worked on cross claim against Lewis. 0040 78.00 195.00/hr l) 0.50 5/24/2013 Left message for Trevino; Worked on crossclaim. 97.50 195.00/hr 5/30/2013 Drafted email to Tony Trevino; Worked on crossclaim. 1.10 214.50 195.00/hr For professional services rendered 2.40 $468.00 Previous balance $1,326.00 Accounts receivable transactions 6/3/2013 Payment - thank you. Check #308355. ($1,326.00) Total payments and adjustments ($1,326.00)

Balance due $468.00 DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. --~ C. Clark •.. )1 Turtle Creek Boulevard, Suite 1201 I. laS, TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

July 08,2013 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18574

Professional Services Hrs/Rate Amount 6/4/2013 Worked o'n Third-Party Petition. -~ ..-:: 0.90 175.50 195.001hr (::~5/2013 Finished draft of Third-Party Petition to email to client for review. 0.80 156.00 195.00/hr \'_j 6/6/2013 Revised Petition with client's revisions; Teleconference with D. Morgan regarding 1.50 292.50 comments to Petition; Attention to filing and service issues. 195.00/hr 6/11/2013 Teleconference with D. Morgan; Teleconference with attorney for Robertson 0.30 58.50 Electric. 195.00/hr 6/18/2013 Worked on discovery to serve. 1.20 234.00 195.00/hr 6/24/2013 Followed up on service; Teleconference with attorney regarding Lewis. 0040 78.00 195.00/hr For professional services rendered 5.10 $994.50 Additional Charges: 6/712013 $-Fifing Fee: Kendall County District Clerk. 94.00 6/27/2013 Pronto Process: Served Tri-Bar Ranch Company - Rodney R. Lewis. 60.00 Total additional charges $154.00

Total amount of this bill $1,148.50 Dave Morgan Page 2

Amount Previous balance $468.00 Accounts receivable transactions 6/19/2013 Payment - thank you. ($468.00) Total payments and adjustments ($468.00)

Balance due $1,148.50 DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. /~"1 C. Clark : )1 Turtle Creek Boulevard, Suite 1201 L_.(as , TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

August 06, 2013 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18611

Professional Services Hrs/Rate Amount 7/8/2013 Followed up on service of process issues with Lewis; Worked on disclosure 0040 78.00 response. 195.00/hr (0"0\9/2013 Reviewed Motion to Transfer, Answer and Counterclaim; Began working on 0.90 175.50 l) response. 195.00/hr 7/10/2013 Reviewed emails regarding offers to Robertson Electric; Teleconference with 0.90 175.50 client; Worked on response to Motion to Transfer. 195.00/hr 7/12/2013 Drafted and finalized Response to Motion to Transfer Venue; Drafted affidavit in 2040 468.00 support. 195.00/hr 7/22/2013 Teleconference with client regarding status; Left message for attorney; Reviewed 0.90 175.50 S1) lien status; Email to J. Brown regarding status. 195.00/hr 7/25/2013 Email to attorney for subcontractors; Teleconference with attorney; 1.50 292.50 Teleconference with client; Reviewed lien records; Worked on discovery. 195.00/hr 7/26/2013 Teleconference with D. Morgan regarding status of new subs; Teleconference 0.30 58.50 with attorney for Schulte. 195.00/hr 7/29/2013 Teleconference with D. Morgan regarding status; Left message for Schulte 1.50 292.50 attorney; Worked on discovery. 195.00/hr 7/3012013 Finalized discovery request; Teleconference with JLJ Brown; Email regarding local counsel; Followed up on Schulte; Followed up~ _ _ ..... __ ;,.......: Reviewed 2040 195.00/hr 468.00 SO law on~ - \ ! ~ _ I Teleconference with attorney for Ace Concrete; Drafted email with document~ Dave Morgan Page 2

Hrs/Rate Amount Cfu"K 7/31/2013 Teleconference with J. Qfttehoregarding local counsel role. 0.50 97.50 195.00/hr For professional services rendered 11.70 $2,281.50 Additional Charges: 7/9/2013 Pronto Process: Service of process on G & R Land Company. 120.00 7/19/2013 Federal Express. 9.25 7/23/2013 Pronto Process: Service of Process on Defendant Rodney Lewis. 135.00 Pronto Process: Service of Process on Robertson Electric. 135.00 Total additional charges $399.25

Total amount of this bill $2,680.75 Previous balance $1,148.50 Accounts receivable transactions (-'\~/2013 Payment - thank you. Check #308749. ($1,148.50) "- ) Total payments and adjustments ($1,148.50)

Balance due $2,680.75 DE,l,;LEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tom C. Clark /'113: Turtle Creek Boulevard, Suite 1201 i>al/as, TX 75219-5415 -214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

September 06, 2013 In Rt3ference To: In the matter of Rod lewis; Our File No. 4023.39 Invoice #18651

Professional Services Hrs/Rate Amount 8/5/2013 Email from and to Jimmie Brown regarding discovery; Reviewed discovery 0.60 117.00 requests. 195.00/hr ( 817/2013 Teleconference with D. Morgan and S. Schiffmor regarding answers to 1.30 253.50 ( '\ interrogatories and gathering documents; Worked on responses. 195.00/hr ~) 8/8/2013 Drafted discovery responses; Email to J. Brown regarding letters and photos with 0.70 136.50 copies of same. 195.00/hr 8/9/2013 Reviewed documents sent by client; Email to attorney for Robertson; 0.80 156.00 Teleconference with client. 195.00/hr 8/13/2013 Revised interrogatory responses with new information; Researched new witness 0.70 136.50 names. 195.00/hr 8/14/2013 Finalized discovery responses; Attention to service of same on Defendants with 0.60 117.00 production. 195.00/hr 8/20/2013 Reviewed Answers from lewis and G&R land Co; Drafted email to client; 0.50 97.50 Followed up on production. 195.00/hr 8/21/2013 Teleconference with Tom Valega regarding Schulte; Drafted email with 0.70 136.50 documents for intervention. 195.00/hr For professional services rendered 5.90 $1,150.50 Previous balance $2,680.75 Da'Je Morgan Page 2

Amount Accounts receivable transactions 8/22/2013 Payment - thank you. Check #309010. ($2,680.75) Total payments and adjustments ($2,680.75)

Balance due $1,150.50 DEAlEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. (-'''om C. Clark i 131 Turtle Creek Boulevard, Suite 1201 . dallas, TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

October 07, 2013 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18684

Professional Services Hrs/Rate Amount 9/3/2013 Reviewed response to objections to discovery; Began Motion to Compel. 0.90 175.50 195.00/hr (--)9/5/2013 Email regarding Motion to Compel; Drafted letter regarding document production. 0.80 156.00 ~.)

195.00/hr 9/6/2013 Emails regarding document inspection on Monday. 0.20 39.00 195.00/hr 9/9/2013 Reviewed opposing party documents; Met with attorneys to begin dialog; 2.70 526.50 Teleconference with client regarding meeting. 195.00/hr 9/10/2013 Reviewed supplemental interrogatory responses; Reviewed interrogatories and 2.10 409.50 requests for documents to SBS from TriBar; Email to client; Marked copies of 195.00/hr TriBar documents for client.

9/12/2013 Email to J. Brown regarding discovery; Reviewed email from Kyle regarding 1.40 273.0~·{ TriBar's claims about Robertson; Reviewed documents produced. 195.00/hr 9/17/2013 Began working on Motion for Summary Judgment. 1.20 234.00 195.00/hr 9/27/2013 Teleconference with D. Morgan regarding discovery responses; Worked on 0.40 78.00 interrogatory responses. 195.00/hr 9/30/2013 Drafted responses and objections to Request for Documents and Interrogatories; 2.80 546.00 Worked on Motion for Summary JUdgment. 195.00/hr For professional services rendered 12.50 $2,437.50 Dave Morgan Page 2

Additional Charges : Amount 9/10/2013 Victory Document Service. 204.59 9/11/2013 Federal Express. 12.81 Total additional charges $217.40

Total amount of this bill $2,654.90 Previous balance $1,150.50 Accounts receivable transactions 10/2/2013 Payment - thank you. Check #309245. ($1,150.50) Total payments and adjustments ($1,150.50)

Balance due $2,654.90 DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. /~~'n C. Clark .;1 Turtle Creek Boulevard, Suite 1201 las, TX 75219-5415 (~14) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

November 12, 2013 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18723

Professional Services Hrs/Rate Amount 10/1/2013 Teleconference with attorney for TriBar; Revised discovery response; 1.50 292.50 Teleconference with D. Morgan. 195.00/hr (-")2/2013 Reviewed all client documents for privilege and content. 1.00 195.00 195.00/hr (-) 10/4/2013 Analyzed valuation and damage model from TriBar; Analyzed notice provisions; 2.20 429.00 Teleconference with client; Analyzed second set of client documents. 195.00/hr 10/7/2013 Teleconference with D. Morgan and J. Maywals regarding cost numbers; Revised 0.80 156.00 interrogatories. 195.00/hr 10/8/2013 Drafted email regarding documents and demand for additional documents; 0.70 136.50 Revised and finalized discovery responses. 195.00/hr 10/9/2013 Drafted non-party sUbpoenas for documents to John Grable, Tom Pittman, C&S 3.00 585.00 Electric, Speedway and BoDen, LLC. 195.00/hr 10/11/2013 Teleconference with J. Slates, attorney for Tri-Bar; Reviewed faxes between 0.90 175.50 Robertson and Tri-Bar's attorneys. 195.00/hr 10/18/2013 Conversation with attorney for Tri-Bar regarding mediation and mediators. 0.20 39.00 195.00/hr 10/30/2013 Reviewed Grable documents. 0.70 136.50 195.00/hr For professional services rendered 11.00 $2,145.00 Dave Morgan Page 2 (~\ ) Additional Charges: Amount 10/7/2013 Victory Document Services: Bates labeled and copied documents 992.94 10/9/2013 On Time Couriers. 11.55 10/14/2013 Federal Express. 65.42 Total additional charges $1,069.91

Total amount of this bill $3,214.91 Previous balance $2,654.90 Accounts receivable transactions 10/28/2013 Payment - thank you. Check #309441. ($2,654.90) Total payments and adjustments ($2,654.90)

Balance due $3,214.91 DEALEY, ZIMMERMANN, CLARK. MALOUF & BLEND, P.C. ;::--", C. Clark ( )1 Turtle Creek Boulevard, Suite 1201 I ''as, TX 75219-5415 (L: 14) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

December 10, 2013 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18766

Professional Services Hrs/Rate Amount 11/1/2013 Analyzed documents produced. 1.60 312.00 195.00/hr ""("-'\1/2013 Email regarding documents produced and mediation; Reviewed new discovery 0.60 117.00 ) from J. Brown to Tri-Bar. 195.00/hr ~"I712/2013 Teleconference with client regarding how to proceed; Edited subpoenas to third 1.40 195.00/hr 273.00 parties.

11/15/2013 Finalized documents subpoenas for all third parties. 1.00 195.00 195.00/hr 11/19/2013 Teleconference with J. Cluck regarding motion; Reviewed emails. 0.50 97.50 195.00/hr For professional services rendered 5.10 $994.50 Additional Charges: 11/18/2013 Federal Express delivery. 38.77 11/19/2013 Proto Process: Served subpoenas on C&S Enterprises, Speedway Erection Service Co, Boden" 240.00 LLC and John Grable.

Total additional charges $278.77

Total amount of this bill $1,273.27 Previous balance $3,214.91 Dave Morgan Page 2

Amount Accounts receivable transactions 12/10/2013 Payment - thank you. Check #309733. ($3,214.91) Total payments and adjustments ($3,214.91)

Balance due $1,273.27 DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. pm C. Clark ( )1 Turtle Creek Boulevard, Suite 1201 I p s , TX 75219-5415 l",-, .4) 559-4400 Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

January 07,2014 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18797

Professional Services Hrs/Rate Amount 12/5/2013 Drafted Motion for Substitute Service on T. Pittman. 0.50 97.50 195.00/hr

r -/~.1/2013 Teleconference with attorney for C&S Enterprises; Drafted Motion to Substitute 0.70 136.50 I Service on T. Pittman. 195.00/hr (heJ,/3/2013 Reviewed letter and supplemental production; Emails regarding Motion to Compel 0.90 175.50 with Jonathon Cluck; Teleconference with Jimmy Brown regarding Motion and 195.00/hr documents to be produced by Tri-Bar.

12/16/2013 Teleconference with J. Grables' office regarding subpoena; Email to J. Cluck 2.70 526.50 regarding motion; Email to Slates on format of emails; Reviewed Response to 195.00/hr Request for Admissions from Tri-Bar; Reviewed documents produced by BoDen.

For professional services rendered 4.80 $936.00 Additional Charges: 12/18/2013 Federal Express. 67.60 Total additional charges $67.60

Total amount of this bill $1,003.60 Previous balance $1,273.27 Accounts receivable transactions 12/21/2013 Payment - thank you. Check #309865, ($1,273.27) Dave Morgan Page 2

Amount

Total payments and adjustments ($1,273.27)

Balance due $1,003.60

('l l_j DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

C. Clark ?,,~''\l1 I. h Turtle Creek Boulevard, Suite 1201 ( las, TX 75219-5415 (L14) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

February 11, 2014 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18838

Professional Services Hrs/Rate Amount 12117/2013 Teleconference with attorney for Tom Pittman. 0.10 19.50 195.00/hr ('~0/2013 Emails with J. Cluck regarding changes to motion; Teleconference with opposing 0.30 58.50 l,) counsel. 195.00/hr 12/21/2013 Reviewed letter from TriBar Withdrawing objections; Teleconference with Jonathan 0.60 117.00 Cluck regarding how to proceed; Conference regarding mediation. 195.00/hr 12/23/2013 Reviewed new documents from TriBarwith repairs identified. 0.80 156.00 195.00/hr 1/8/2014 Teleconference with D. Morgan regardin~ »related to 0.70 136.50 lawsuit. 195.00/hr 1/14/2014 Teleconference with attorneys for TriBar; Hearing and mediation. 0.60 117.00 195.00/hr 1/24/2014 Reviewed Grable documents and emails. 1.80 351.00 195.00/hr For professional services rendered 4.90 $955.50 Additional Charges: 1/21/2014 Victory Document Service. 189.65 1/31/2014 Victory Document Service. 48.23 Dave Morgan Page 2

Amount Total additional charges $237.88

Total amount of this bill $1,193.38 Previous balance $1,003.60 Accounts receivable transactions 1/25/2014 Payment - thank you. Check #310069. ($1,003.60) Total payments and adjustments ($1,003.60)

Balance due $1,193.38.

DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tom C. Clark (\1 Turtle Creek Boulevard, Suite 1201 (. )}s5·5~~.ic>5~19-5415

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

March 07, 2014 In Reference To: In the matter of Rod Lewis; Our File No. 4023.39 Invoice #18884

Professional Services Hrs/Rate Amount 2/5/2014 Teleconference with client regarding status; Reviewed new documents produced. 0.90 175.50 195.00/hr ~~2/2014 Researched notice of cure issue for AlA contract. 1.90 370.50 ( I 195.00/hr l.)3/2014 Worked on Motion for Summary Judgment; Emails with Jimmie regarding Pittman; 0.80 156.00 195.00/hr r- Reviewed letters. ~i For professional services rendered 3.60 $702.00 Additional Charges: 2/13/2014 Federal Express delivery. 53.46 Total additional charges $53.46

Total amount of this bill $755.46 Previous balance $1,193.38

Balance due $1,948.84 DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tom C. Clark ()1 Turtle Creek Boulevard, Suite 1201 ( \~s , TX 75219-5415 \ 4) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

April 08, 2014 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #18927

Professional Services Hrs/Rate Amount 317/2014 Drafted memorandum on recoverability; Reviewed Motion to Compel. 0.70 136.50 195.00/hr /3/10/2014 Email from J. L. Brown regarding motions. (Time between March 10 and March 0.10 19.50 ( ') 15} 195.00/hr lJ4/2014 Reviewed letter from TriBar; Researched cases against Pittman and his company. 0.40 78.00 195.00/hr 3/25/2014 Reviewed letter on Pittman; Drafted email on Pittman issues; Worked on Motion 0.80 156.00 for Summary Judgment. 195.00/hr Conference with counsel regarding construction contract, claims and summary 1.50 292.50 judgment issues; Reviewed pleadings. 195.00/hr 3/26/2014 Reviewed supplemental discovery responses; Worked on Motion for Summary 2.90 565.50 JUdgment and amending our discovery responses. 195.00/hr Reviewed pleadings and discovery responses; Reviewed contracts; Analyzed 2.40 468.00 summary judgment issues; Strategy conference with counsel regarding summary 195.00/hr jUdgment and mediation strategies.

3/27/2014 Continued research on Texas cases on termination for convenience; Reviewed 2.00 390.00 amended venue motions and new Supreme Court cases. 195.00/hr Reviewed construction contracts; Analyzed summary judgment issues; 2.50 487.50 Conference with counsel regarding summary judgment strategies; Reviewed case 195.00/hr Jaw on notice of defects and termination for convenience.

Dave Morgan Page 2

Hrs/Rate Amount 3/28/2014 Reviewed legal research; Analyzed summary jUdgment issues; Drafted summary 3.20 624.00 judgment arguments. 195.00/hr 3/31/2014 Teleconference with J. Cluck regarding hearing; Researched venue issue. 0.30 58.50 195.00/hr Drafted Motion for Summary Judgment. 1.00 195.00 195.00/hr For professional services rendered 17.80 $3,471.00 Additional Charges: .

3/31/2014 Victory Document Service. Copies of documents produced by Grable. 1,200.00 Total additional charges $1,200.00

Total amount of this bill $4,671.00 Previous balance $1,948.84 Accounts receivable transactions (~1/2014 Payment - thank you. Check #310401. ($1,193.38) l_/2014 Payment - thank you. Check #310507. ($755.46) Total payments and adjustments ($1,948.84)

Balance due $4,671.00 DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tr)m C. Clark Turtle Creek Boulevard, Suite 1201 .:as, TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

May 05,2014 !n Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #18964

Professional Services Hrs/Rate Amount 4/1/2014 Reviewed legal research; Analyzed summary judgment issues; Drafted Motion for 4.50 877.50 Summary Judgment; Drafted affidavit in support of Motion for Summary Judgment. 195.00/hr (~~2/2014 Edited and revised Motion for Summary JUdgment. 0.90 175.50 195.00/hr \~) Conducted legal research on summary judgment issues; Revised Motion for 2.30 448.50 Summary Judgment; Revised Affidavits. 195.00/hr 4/3/2014 Conference with counsel regarding summary judgment issues and damages. 0.10 19.50 195.00/hr 4/4/2014 Conference with counsel regarding summary judgment issues. 0.10 19.50 195.00/hr 4/8/2014 Worked on Motion for Summary Judgment affidavits and exhibits. 0.70 136.50 195.00/hr 4/9/2014 Worked on Motion for Summary Judgment. 2.00 390.00 195.00/hr 4/10/2014 Finalized Motion for Summary JUdgment. 2.20 429.00 195.00/hr 4/11/2014 Edited and revised Motion and Affidavits; Organized and marked exhibits; Emails 2.80 546.00 with client regarding same. 195.00/hr 4/16/2014 Emails regarding mediation and reset to May. 0.20 39.00 195.00/hr Dave Morgan Page 2

Hrs/Rate Amount 4124/2014 Drafted and revised Amended Response to Motion to Transfer Venue; Drafted 4.60 897.00 Amended Affidavit; Drafted Amended Petition; Teleconference with J. Cluck 195.00/hr regarding same.

4/29/2014 Revised Response to Motion to Transfer Venue; Reviewed Amended Petition from 0.60 ?Ol 117.00 Jimmie Brown; Attention to filing of responses. 195.00/hr For professional services rendered 21.00 $4,095.00 Additional Charges: 4/15/2014 Certified Mail. 33.76 Total additional charges $33.76

Total amount of this bill $4,128.76 Previous balance $4,671.00 Accounts receivable transactions 4/26/2014 Payment - thank you. Check #310806. ($4,671.00) Total payments and adjustments ($4,671.00)

Balance due $4,128.76 (-~'!)EALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. .fom C. Clark 3131 Turtle Creek Boulevard, Suite 1201 Dallas, TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

June 11,2014 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #18994

Professional Services Hrs/Rate Amount 5/2/2014 Drafted Amended Answer to TriBar claims; Drafted Amended Disclosure 1.60 312.00 (~\ Response. 195.00/hr \, j5/14/2014 Reviewed Jimmie L. Brown's agreement with TriBar. 0.60 117.00 195.00/hr 5/23/2014 Reviewed Motion for Continuance and related documents; Prepared for hearing. 0.80 156.00 195.00/hr 5/27/2014 Reviewed Reply in Support of Motion to Transfer; Reviewed Response to Motion 0.90 175.50 for Summary JUdgment. 195.00/hr 5/30/2014 Prepared for Motion to Transfer hearing. 0.90 175.50 195.00/hr For professional services rendered 4.80 $936.00 Previous balance $4,128.76 Accounts receivable transactions 6/3/2014 Payment - thank you. Check #31120. ($4,128.76) Total payments and adjustments ($4,128.76)

Balance due $936.00 rf\LEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. ( ih C. Clark .J .31 Turtle Creek Boulevard, Suite 1201 Dallas, TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

July 02, 2014 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #19016

Professional Services Hrs/Rate Amount 6/2/2014 Prepared for Motion to Transfer hearing; Prepared for Motion for Summary 3.10 604.50 .~ JUdgment; Drafted objections; Drafted proposed Orders; Teleconference with J. 195.00/hr (j Cluck regarding hearing; Drafted letter on hearing. "'--~3/2014 Attended Motion to Transfer hearing. 4.50 877.50 195.00/hr 6/6/2014 Worked on Amended Motion for Summary Judgment. 0.70 136.50 195.00/hr 6/9/2014 Revised affidavits of D. Morgan and Steve Schiffman; Revised Motion for 2.70 526.50 Summary Judgment; Teleconference with D. Morgan regarding events; Revised 195.00/hr numbers for Motion for Summary Judgment.

6/26/2014 Reviewed TriBar's Amended Answer; Followed up with Jimmie Brown. 0.60 117.00 195.00/hr 6/27/2014 Emails regarding Motion for Summary Judgment and possible mediation; 0.50 97.50 Teleconference with client. 195.00/hr For professional services rendered 12.10 $2,359.50 Previous balance $936.00 Accounts receivable transactions 6/15/2014 Payment - thank you. Check #311263. ($936.00) Total payments and adjustments ($936.00) Page 2 (-Jave Morgan \I Amount

$2,359.50 Balance due DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tom C. Clark 3131 Turtle Creek Boulevard, Suite 1201 (~''lllas, TX 75219-5415 : ) 4) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

August 12,2014 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #19040

Professional Services Hrs/Rate Amount 7/2/2014 Reviewed Objections to Evidence filed by Tri-Bar. 0.20 39.00 195.00/hr

'c,. ) 717/2014 Reviewed and analyzed Response to SBS' Amended Motion for Summary 'I Judgment; Reviewed Response to Robertson's Motion for Summary Judgment; Prepared for hearing.

1.30 195.00/hr 253.50

~ 7/9/2014 Prepared for Motion for Summary Judgment hearing. 4.40 858.00 195.00/hr 7/10/2014 Attended and argued Motion for Summary Judgment; Followed up on mediation. 3.50 682.50 195.00/hr 7/28/2014 Drafted email regarding mediation; Conference with Jimmie Brown regarding 0.60 117.00 Grable documents; Reviewed documents. 195.00/hr For professional services rendered 10.00 $1,950.00 Previous balance $2,359.50

Balance due $4,309.50 DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tom C. Clark ;-~1 Turtle Creek Boulevard, Suite 1201 : las, TX 75219-5415 \ .4) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

September 08,2014 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #19072

Professional Services Hrs/Rate Amount 8/19/2014 Emails regarding mediation to set date in September. 0.20 39.00 195.00/hr For professional services rendered 0.20 $39.00 II Previous balance $4,309.50 Accounts receivable transactions 8/18/2014 Payment - thank you. Check #311688. ($2,359.50) 9/8/2014 Payment - thank you. Check #311825. ($4,309.50) Total payments and adjustments ($6,669.00)

~itbalance~ ($2,320.50) DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tom C. Clark ;(~'\Turtle Creek Boulevard, Suite 1201 [j ,5, TX 75219-5415 (2 .-f j 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

October 03, 2014 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #19090

Professional Services Hrs/Rate Amount 9/10/2014 Drafted mediation paper; Reviewed Robertson's mediation paper. 2.40 468.00 195.00/hr 9/16/2014 Prepared for mediation; Email with Slater regarding same. 1.00 195.00

C~12014 195.00/hr Attended mediation. 7.00 1,365.00 195.00/hr 9/25/2014 Drafted settlement proposal to J. Brown. 0.50 97.50 195.00/hr 9/26/2014 Emails regarding possible settlement; Teleconference with client to confirm 0.80 156.00 numbers. 195.00/hr For professional services rendered 11.70 $2,281.50 Additional Charges: 9/17/2014 Airfare to San Antonio for mediation of case. 302.20 Total additional charges $302.20

Total amount of this bill $2,583.70 Previous balance ($2,320.50) Page 2 Dave Morgan

Amount

$263.20 Balance due DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tnm C. Clark r~1 Turtle Creek Boulevard, Suite 1201 \.Ias , TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

November 06,2014 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #19119

Professional Services Hrs/Rate Amount 10/7/2014 Emails with J. Slates regarding case. 0.20 39.00 195.00/hr 08/2014 Emails regarding case. 0.40 78.00 195.00/hr 10/16/2014 Teleconference with D. Morgan; Reviewed TriBar Motion for Summary Judgment. 0.60 117.00 195.00/hr 10/17/2014 Drafted email to J. Brown; Drafted email to J. Slates; Teleconference with D. 2.60 507.00 Morgan regarding strategy; Supplemental discovery; Analyzed damages. 195.00/hr 10/19/2014 Organized Tri-Bar's Bates numbered production of documents for exhibits; Letter 4.00 360.00 to J. Slates regarding same. 90.00/hr 10/20/2014 Reviewed and marked Grable emails and Boden emails. 4.50 877.50 195.00/hr 10/21/2014 Continued review of Grable emails; Email to J. Brown with proposal; Reviewed 4.50 877.50 partial response; Formulated plan to settle. 195.00/hr 10/22/2014 Teleconference with J. Slates regarding possible settlement; Teleconference with 4.60 897.00 client regarding same. 195.00/hr 10/23/2014 Drafted Amended Petition against Tri-Bar; Drafted Amended Answer to 4.40 858.00 Robertson; Updated discovery responses; Reviewed Martinez documents; 195.00/hr Reviewed NonSuit of G&R Land; Revised Petition.

10/24/2014 Updated discovery responses and continued with exhibits; Emails regarding 3.20 624.00 continuance and settlement discussions. 195.00/hr Dave Morgan Page 2 ) Hrs/Rate Amount 10/27/2014 Continued review of Tri-Bar documents. 1.30 253:50 195.00/hr 10/2812014 Emails regarding settlement and Motion for Summary JUdgment. 0.60 117.00 195.00/hr For professional services rendered 30.90 $5,605.50 Additional Charges: 10/31/2014 Constable, Precinct 3: Service of two trial subpoenas. 130.00 Total additional charges $130.00

Total amount of this bill $5,735.50 Previous balance $263.20 Accounts receivable transactions 10/20/2014 Payment - thank you. Check #312189. ($263.20) Total payments and adjustments ($263.20)

Balance due $5,735.50 DEAlEY, ZIMMERMANN, CLARK. MALOUF & BLEND, P.C. /,\:,m C. Clark ( \<31 Turtle Creek Boulevard, Suite 1201 Dallas, TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio. TX 78278-0849

December 05,2014 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #19142

Professional Services Hrs/Rate Amount 11/3/2014 Worked on Exhibit List. 1.80 351.00 195.00/hr C).1/4/2014 Worked on exhibits; Outlined. T 2.60 507.00 195.00/hr 11/5/2014 Worked on timeline; Emails regarding new trial setting; Teleconference with D. 1.20 234.00 Morgan regarding same. 195.00/hr 1116/2014 Emails regarding trial and hearings. 0.40 78.00 195.00/hr 11/20/2014 Teleconference with client regarding Schulte; Drafted email, notice and order. 0.20 39.00 195.00/hr For professional services rendered 6.20 $1,209.00 Previous balance $5,735.50 Accounts receivable transactions 11/812014 Payment - thank you. Check #312559. ($5,735.50) Total payments and adjustments ($5.735.50) Balance due $1.209.00 DEALEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tom C. Clark ('"'\/:,1 Turtle Creek Boulevard, Suite 1201 ... /~IaS , TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

January 12, 2015 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #19171

Professional Services Hrs/Rate Amount 12/3/2014 Reviewed Motion to Strike; Reviewed notes for trial preparation; Email to J. Brown 1.80 351.00 regarding case. 195.00/hr t?/15/2014 Reviewed offer; Teleconference with client; Email to opposing party; Researched 2.80 546.00 -)-'•. . damages issue; Researched payment issue; Reviewed Reply from Tri-Bar on 195.00/hr ( Motion for Summary JUdgment.

12/16/2014 Drafted email to J. Slates regarding hearing and offer; Drafted offer to J. Brown; 2.90 565.50 ~mail to J. Cluck 5 , BEE aFollowed up with J. Slates • ~ 195.00/hr Issue.

12/17/2014 Lengthy teleconference with J. Cluck; Teleconference with J. Slates; Reviewed 1.90 370.50 Reply by J. Brown. 195.00/hr 12/18/2014 Teleconference with client and local counsel regarding events at Court; Followed 1.90 370.50 . up with J. Slates; Drafted email to J. Brown; Teleconference with client. 195.00/hr 12/31/2014 Reviewed Exhibit List and demand from J. Brown; Worked on SB§ Exhibit List. 0.70 136.50 195.00/hr For professional services rendered 12.00 $2,340.00 . Previous balance $1,209.00 Accounts receivable transactions 1/7/2015 Payment - thank you. Check #312807. ($1,209.00) Total payments and adjustments ($1,209.00) Dave Morgan Page 2

Amount

Balance due $2,340.00

( ·ALEY. ZIMMERMANN, CLARK, MALOUF & BLEND, P.C. ", ,r,\C. Clark 3t !Turtle Creek Boulevard, Suite 1201 Dllll~s, TX 75219-5415 (214) 559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

February 04,2015 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #19191

Professional Services Hrs/Rate Amount 1/5/2015 Drafted Trial Exhibit List; Teleconference with D. Morgan regarding trial 3.50 787.50 preparations. 225.00/hr C)12015 Worked on trial exhibits; Telephone call toi • ·1,50 337.50 225.00/hr 1nl2015 Worked on Trial Exhibit notebooks; Teleconference with • • j regarding 4.20 945.00 testimony; Drafted questions; Followed up on trial issues. 225.00/hr 1/8/2015 Worked on exhibits for trial. 2.20 495.00 225.00/hr 1/9/2015 Organized trial exhibits by witness. 1.80 405.00 225.00/hr 1/12/2015 Worked on exhibits for trial; Outlined testimony for witnesses. 1.80 405.00 225.00/hr 1/13/2015 Met with client and witnesses to prepare for trial. 8.00 1,800.00 225.00/hr 1/14/2015 Analyzed Robertson's exhibits for objections. 0.70 157.50 225.00/hr 1/16/2015 Analyzed Robertson Electric's exhibits and removed duplications from SBS' Trial 0.80 180.00 Exhibit notebook. 225.00/hr 1/19/2015 Drafted objections and stipulations for Robertson Electric's exhibits; Re-organized 6.50 1,462.50 SBS' exhibits to remove duplications; Revised Exhibit List; Researched Prompt 225.00/hr Pay Act issues; Drafted last offer to J. Slates.

Page 2

Hrs/Rate Amount 1/20/2015 Drafted email on questions raised by client; Worked on rebuttal exhibits; 4.90 1,102.50 Organized witness exhibits; Emails with J. Cluck regarding witnesses; Reviewed 225.00/hr Motion to Reconsider; Drafted email on same.

1/21/2015 Reviewed objections and stipulations on exhibits; Worked on cross examination 1.90 427.50 questions and documents; Email with client; Email regarding settlement offer. 225.00/hr 1/22/2015 Reviewed Tri-Bar exhibits; Lengthy teleconference with J. Cluck regarding trial 4.00 900.00 preparation and witness strategies; Worked on cross examination. 225.00/hr 1/23/2015 Prepared for trial; Updated research on key issues; Drafted stipulations on Tri-Bar 3.90 877.50 exhibits; Email on settlement rejection. 225.00/hr 1/25/2015 Prepared for trial; Multiple emails regarding T. Pittman's motion; Teleconference 2.90 652.50 with client; Teleconference with local counsel regarding continuance. 225.00/hr 1/26/2015 Met with S. Schiffman and D. Morgan to review Tri-Bar exhibits and work on trial 7.00 1,575.00 preparation. 225.00/hr 1/27/2015 Drafted Motion to Strike Exhibits and for Sanctions. 1.30 292.50 225.00/hr (-'\(30/2015 Worked on Motion to Strike. 2.10 472.50 225.00/hr l) For professional services rendered 59.00 $13,275.00 Additional Charges: 1/13/2015 Southwest Airlines Roundtrip to San Antonio: Trial preparations. 442.50 1/21/2015 Victory Document Service. 466.88 1/23/2015 Witness Fee: Thomas Pittman. 10.00 Witness Fee for Jennifer Swisher. 10.00 Certified Process Servers: Trial Subpoenas served on Thomas Pittman and Jennifer Swisher in 200.00 clo John Slates.

Total additional charges $1,129.38

Total amount of this bill $14,404.38 Previous balance $2,340.00 Accounts receivable transactions A'15/2015 Payment - thank you. Check #313106. ($2,340.00) nile Morgan Page 3

Amount

Total payments and adjustments ($2,340.00)

Balance due $14,404.38 DEAlEY, ZIMMERMANN, CLARK, MALOUF & BLEND, P.C.

Tom C. Clark ' . \1 Turtle Creek Boulevard, Suite 1201 l- -r'~~. TX 75219-5415 (2 . .559-4400

Invoice submitted to: Dave Morgan SBS Construction P.O. Box 780849 San Antonio, TX 78278-0849

March 03, 2015 In Reference To: In the matter of Rod Lewis (Tri-Bar); Our File No. 4023.39 Invoice #19241

Professional Services Hrs/Rate Amount 2/2/2015 Worked on Motion for Sanctions. 1.50 337.50 225.00/hr 2/3/2015 Drafted, edited and revised Motion to Strike and for Sanctions; Worked on cross 2.70 607.50 questions. 225.00/hr ()015 Emails with J. Slates regarding settlement; Researched interest issue; Worked on 2.40 540.00 ., witness folders. 225.00/hr 2/9/2015 Reviewed 2Im_'.!1lI• •"ij5I1iiiMfor additional exhibits. 0.80 180.00 225.00/hr 2/10/2015 Prepared cross documents fO~1 a• •1=' 2.30 517.50 225.00/hr 2/11/2015 Continued to prepare exhibits for trial. 1.90 427.50 225.00/hr 2/13/2015 Finalized Motion for Sanctions; Email with J. Brown and J. Slates regarding Motion. 2.10 472.50 225.00/hr 2/16/2015 Continued reviewing and organizing."'exhibits. 2.10 472.50 225.00/hr 2/17/2015 Teleconference with D. Morgan regarding status; Continued organizing 1.30 292.50 documents for trial. 225.00/hr 2/19/2015 Organized documents fol1l ;g._ltll.·11!!:II• •F.IT~lwitnesses. 0.30 67.50 225.00/hr Dave Morgan Page 2

HrslRate Amount (-"'i 2/~0/2015 Organized documents for:..S.IJJ!!. ....lIIIi• •1.... : 1.10 247.50 225.00/hr 2124/2015tiZW'C.k.d.I. . . .Jt¥-t•.• •Ii_. 1.£I!!!i'II • • •- -•••-!! documents; ill![ 9.00 2,025.00 or e on examJna Ion questIons. 225.00/hr 2125/2015 Edited Motion for Sanctions to add new documents produced; Teleconference 0.90 202.50 with J. Brown regarding same. 225.00/hr 2126/2015 Edited and amended Motion for Sanctions; Attention to setting of same for hearing. 0.50 112.50 225.00/hr 2127/2015 Emails regarding hearing on sanctions. 0.30 67.50 225.00/hr -

For professional services rendered 29.20 $6.570.00 Additional Charges: 1/21/2015 Federal Express delivery. 27.16 2/23/2015 Witness Fee - Thomas Pittman. 10.00 2/2412015 American Airlines Flight to San Antonio. 616.20 26/2015 Bexar County Constable: Service of Trial Subpoena on John Grable and Matthew Martinez. 160.00 Total additional charges $813.36 ..... fIo .......... ' (0 .....

Total amount of this bill $7,383.36 Previous balance $14,404.38 Accounts receivable transactions 3/3/2015 Payment - thank you. Check #313431. ($14,404.38) Total payments and adjustments ($14,404.38)

Balance due $7,383.36

; . ~lect Building Systems, Inc. AP Inquiry - Invoice Register Page Invoice Summary for Vendor NUNFIRM THE NUNLEY FIRM, PLLC System Date: 01-13-1~ System Time: 3:53 pr Record Security: Disable< Invoice Original Discount Amount Amount 1voice Description Date Amount Offered Paid Open 3l~~\! 10428.1 Robertson Elect 10-11-2013 45.50 45.50 .00 W( ; 10428.1 Robertson Elect 01-10-2014 684.00 684.00 .00 1021" 10428.1 Robertson Elect 02-11-2014 1,729.00 1,729.00 .00 10310 10428.1 Robertson Elect 03-10-2014 199.50 199.50 .00 10409 10428.1 Robertson Elect 04-09-2014 684.00 684.00 .00 10513 10428.1 Robertson Elect .Ci 5~:l3'·':2014 997.50 997.50 .00 10613 10428.1 Robertson Elect 06-13-2014 114.00 114.00 .00 10715 10428.1 Robertson Elect 07-15-2014 1,444.00 1,444.00 .00 10821 10428.1'· Robertson Elect ..•• .08-21-2014 1,?~2. 50 1,282.50 .00 10926 10428.1 Robertson Elect 09-26-2014· 85.50 85.50 .00 n027 10428.1 Robertson Elect 10-27-2014 1,710.00 1,710.00 .00 ~port Totals: 8,975.50* .00* 8,975.50* .00* Jack Green (~~\om: Jack Green , :mt: Monday, January 14, 2013 1:28 PM To: 'Thomas Pittman' Cc: Dave Morgan Subject: FW: Hanger Payment - Pay App 2

Tom, See below.

Please advise as to how you would like me to handle this type of situation. I am sure other vendor/suppliers will be sending in notices as well.

Thanks, Jack R Green LEED Green Associate Project Manager I Business Development SBS Construction and Development Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax

Jerrod Robertson [mailto:[email protected]] Sent: Monday, January 14, 2013 11:49 AM To: Jack Green Cc: [email protected] Subject: Hanger Payment - Pay App 2 Importance: High Jack, Please advise on payment status for Pay App #2 in the amount of $16,628 for the Hanger. Late / lien notices will be sent either today or tomorrow by our self and our vendors if payment hasn't been' received .. 1. am trying to avoid this if possible. Please advise.

Please feel free to contact us should you have any questions.

Thankyou, Robertson Electric, Inc. Jerrod Robertson Derrick Dr. Humble, TX 77338 Office: 281-441-1304 'x: 281-441-1342 www.relecttx.com ~ DEFENDANT'S = EXHIBIT 1 I15: PZ5 'S DISCLAIMER: This electronic message transmission contains information from Robertson Electric, Inc., and this information may be confidential. If you are not the intended recipient, be aware that disclosure, copying, distribution or use of all or any portion of the content of this information is prohibited. If you have received this transmission in error, please notify us as soon as possible bye-mail and delete the original message.

Jack Green I--~fom: Thomas Pittman [[email protected]] l )nt: Monday, January 14,2013 3:52 PM 10: Jack Green Subject: Electrician

Hello Jack, Give me a call to talk about the electrician. I'm going into a meeting now and should be out by 4:45. We want to make a change.

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY (~-"I,NIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES ~)\jT TO AND FROM US MAY BE MONITORED. THANK YOU! .

~ DEFENDANT'S = EXHIBIT

I i~ Jack Green r!:.~om: Jack Green I. mt: Tuesday, January 15, 2013 11 :51 AM To: Dave Morgan Subject: Re: Hanger Payment - Pay App 2

He wants me to replace the electrician.

Jack Green 210-789-1898 On Jan 15, 2013, at 10:02 AM, "Dave Morgan" <[email protected]> wrote: Jack .. what did Tom have to say about this matter ????? THANKS David L. Morgan, ITI Executive Vice President Chief Operating Otlicer Select Building Systems, Inc. dba SBS Constmction Phone: (830) 981-5929, extension 1946 Fax: (830) 981-5308 E-mail: [email protected] From: Jack Green Sent: Monday, January 14, 2013 1:28 PM To: Thomas Pittman () Cc: Dave Morgan Subject: FW: Hanger Payment - Pay App 2 Tom, See below.

Please advise as to how you would like me to handle this type of situation. I am sure other vendor/suppliers will be sending in notices as well.

Thanks, Jack R Green LEED Green Associate Project Manager I Business Development SBS Construction and Development Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax

From: Jerrod Robertson [mailto:[email protected]] Sent: Monday, January 14, 2013 11:49 AM To: Jack Green Cc: [email protected] ~ DEFENDANT'S = EXHIBIT It 7 Subject: Hanger Payment - Pay App 2 Importance: High Jack, Please advise on payment status for Pay App #2 in the amount of $16,628 for the Hanger. Late / lien notices will be sent either today or tomorrow by our self and our vendors if payment hasn't been received. I am trying to avoid this if possible. Please advise.

Please feel free to contact us should you have any questions.

Thank you, Robertson Electric, Inc. Jerrod Robertson Derrick Dr. Humble, TX 77338 Office: 281-441-1304 Fax: 281-441-1342 www.relecttx.com

<imageOO1.png> DISCLAIMER: This electronic message transmission contains information from Robertson Electric, Inc., and this information, may be confidential. If you are not the intended recipient, be aware that disclosure, copying, distribution or use of all or any portion ofthe content ofthis information is prohibited. If you have received this transmission in error, please notify us as soon as possible bye-mail and delete the original message.

Matthew Martinez <!o=mex02/ou=Exchange Administrative Group # January 9, 2013 11 :31 AM (FYDIBOHF23SPDLT)/cn=Recipients/ cn=mmartinez.johngrable.com_aa5dd8392> To: Jack Green <[email protected]> ELEC CHANGE ORDER INFO _.. ..__.__.._ _ .__.._._._ _ _ _ _ _ __ ~_ _..__ _ __ _ _ _._.._ _.__..__ _!..f.I.t.tac~meIJ.1..1..'S.E:l HEY JACK, IS THERE ANYTHING YOU COULD SEND US REGARDING THE ELEC.

CHANGE ORDER FROM YOUR SUBS? WE'RE TRYING TO GET JUSTIN TO CLARIFY SOME OF THE DIFFERENCES IN THE MEP SETS, AND HE WOULD LIKE TO PILE IN ON THE CHANGE ORDER SUBMITTALS, LET ME KNOW WHAT YOU CAN GIVE US, THANKS!

MATT

~"".~ MATTHEW M. MARTINEZ, ASSOC. AlA

222 AUSTIN HVv'Y, SAN ANTONIO, TEXAS 78209

E: [email protected]~1

P: 210·820·3332 EX. 3S

W: WlhW.lOHNGRAIllLCOM

~ DEFENDANT'S

I : EXHIBIT ~a From: Kyle Kieke <[email protected]> Sent: Monday, December 3,20125:25 PM To: Matthew Martinez <[email protected]> Subject: Los Cerritos revised floorplan

Matt, Need the revised floor plan showing the coves behind the structural columns down both sides of the hanger.

Need to get my mason started laying eMU out here and he's going to need it.

Thanks, Kyle Kieke Project Superintendent

NSTRUCTION [email protected] c: 830-388-9267

ii· DEFENDANT'S " EXHIBIT • dCf Thomas Pittman <[email protected]># November 26,2012 6:59 PM To: John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Jgrable.johngrable.com_55280b3ab>, Rod Lewis <[email protected]> Cc: Parnak Charkhchi <[email protected]>, [email protected] <[email protected]>, Matthew Martinez </O=MEX02/0U=EXCHANGE ADMIN ISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Mmartinez.johngrable.com_aa5dd8392>, Bob Cardin <[email protected]> Re: Uvalde Hangar flight request site visit

To expand. Connection bolts are A325 bolts. Standard bolt. 355 ft Ibs of torque. I asked that we have an engineers inspection to verify.

From: John Grable [mailto:[email protected]] Sent: Monday, November 26, 2012 06:50 PM To : Rod Lewis Cc: Parnak Charkhchi; Tony Weigand <[email protected] >; Thomas Pittman; Matthew Martinez <[email protected] >; Bob Cardin Subject: RE: Uvalde Hangar flight request site visit

(~J Rod

Thank you - we are booked on the Pilatus for Wed @ 8:30 am This is a critical juncture for this project.

We will verify all issues as discuss... a full report with photos will be provided.

If all items turn out to be per plans and specs we will still call for a 100% testing of all bolt torque ratings performed by Schulte BUilding Systems Engineering Department.

Tom Pittman met with them a couple of weeks ago at site to review all delivered steel components and connections. At that time all was satisfactory.

Knowing that Bob Cardin knows what is required for the fueling station and based on two personal meetings with him I now offer 3 scenarios for fuel station location per attached drawings. My design instincts gUided by his feedback has prompted these 3 studies to flush out best location of fuel station for the present and future uses.

I am convinced at this time that the fuel station should be located along the side of the hangar ~ DEFENDANT'S I EXHIBIT ! 30 ~ SBS . . building and not perpendicular to the front concrete apron as originally shown. i I will study this during the site visit and have a review meeting scheduled with Bob Cardin to walk through all 3 schemes for final feedback from him Not trying to beat a dead horse...just want it right for you.

Respectfully

John

www.johngragle.cQ.ffi.

From: Rod Lewis [mailto:[email protected]] sent: Monday, November 26,20122:13 PM To: John Grable Cc: Parnak Charkhchi; Tony Weigand; Thomas Pittman; Matthew Martinez; Bob Cardin Subject: RE: Uvalde Hangar flight request site visit

John- I guess you got the jest of my email to the guys. I will feel much more comfortable after we get the torqued checked out and the metal thickness verified.

On location of the fueling station that looks good to me, but coordinate with Bob C as he know what we need and where we need it.

On aircraft, you are welcome to fly out in the Cirrus if it is still there. If not the Pilatus. Thanks.

From: John Grable [ mailto:[email protected]] sent: Monday, November 26, 2012 2:28 PM To: Rod Lewis Cc: Parnak Charkhchi; Tony Weigand; Thomas Pittman; Matthew Martinez Subject: Uvalde Hangar flight request site visit

Rod

I am respectfully requesting an early morning flight - Wednesday November 28, 2012 to Los Cerritos Ranch for the purpose of my Construction Observation field visit for Matt Martinez and myself.

I have the structural Engineer Victor De Anda and Tom Pittman scheduled to meet us there to follow up on the Schulte Building engineering team and SBS that met TP for review of install techniques.

Purpose is to perform a thorough review of install techniques and bolt torque.

Building specifications call for a more rigid steel frame with the following structural requirements: 1. LL over 360 more rigi9d requirement due to masonry not metal skin veneer 2. Winds load design data of 90 mph gusts up to 3 second gusts 3. International Building Codes (IBC 2009) floor live load of 150 pounds per sq ft 4. Reinforced concrete foundation using 4000 psi design mix

This building is not a light weight structure and the height may make the steel appear to light or small - we must revivify what Schulte Building Systems has told us

Will also check on upcoming fuel station location ...

Have you had a chance to review what I have sent on Friday - trying to provide options that will allow proper information for the correct long term decisions I would like to meet with you this week to review - perhaps prior to my proposed site visit?

Please see break down of building structural components ...

Note that there are structural cmu walls similar to those at LEG Yard that work in tandem to the Rigid Structural Steel Frame - we could present model to you on computer if you have time to meet on the fueling station.

Respectfully

John

www.johngrabkil.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

From: Kyle Kieke <[email protected]> /~ Sent: Tuesday, December 4,2012 12:17 PM ( ) To: Matthew Martinez <[email protected]> Subject: Re: Los Cerritos revised floorplan

Right now we've got 5" behind the structural columns so we should be able to make the coves work.

Jack was telling me that we're going to use 8" CMU all the way up the wall, recessing according to the corbeling and using steel lintels to hold the recessed block.

I also need specs for the Big Ass Fans so they can be ordered as well as needing locations for the hanger door motors so my electrician can run his conduit. Right now I've got one conduit stubbed out on the back wall of the south hanger door pocket. My plan is to run a conduit in the recess for the door track behind the floor drain to the other pocket, then pour over it when I set the door tracks.

Thanks, Kyle Kieke Project Superintendent SBS Construction c: 830-388-9267 [email protected]

Matthew Martinez <[email protected]> wrote: (~) kyle, i will work on the drawings for this spot in particular, it looks like the foundation was poured with enough space to accomodate the cmu outboard of the outter edge of the rigid frame based on the location of the reinforcing. earlier on in the project, we were planning with jack to do the niches because we thought that we didn't have enough foundation for the infill wall s to slide outside of the rigid frame bays. could i get some field dimensions of how the portion of the foundation was built. from the photos it looks like we still have the oportunity to do the niches, the only question is how much of a niche offset can we get based on what is out in the field. just from the pics it looks like we gained about 5" of width in the infill walls. fyi, i am showing 100'-8" out to out of the cmu wall across the infill walls and 103'-4" out to out of cmu niches @ the rigid frame bays. let me know what you think, and feel free to call with any questions, thanks, we'll talk tomorrow morning. -matt

From: Kyle Kieke [[email protected]] sent: Monday, December 03, 2012 6:25 PM To: Matthew Martinez Subject: Los Cerritos revised floorplan Matt,

Need the revised floor plan showing the coves behind the structural columns down both sides of the hanger.

Need to get my mason started laying CMU out here and he's going to need it.

I Thanks.

Kyle Kieke Project Superintendent

[email protected] c: 830-388-9267 Matthew Martinez <lO=MEX02/0U=EXCHANGE Dec~ber 7,2012 5:54 PM ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/ CN=RECIPIENTS/CN=MMARTINEZ.JOHNGRABLE.COM_AA5DD8392> To: Kyle Kieke <[email protected]> Cc: John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab> RE: Los Cerritos Hanger RFI 1 Attachments, 2.2 ME!

Kyle, please see my responses to the individual items below in all caps, im working on the rest that done have a response, ill continue to stream this stuff to you as i get info on em.

-matt

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 18209

E: [email protected]

P: 210-820-3332 EX. 3S

W: WVvW.JOHNGRABLE.COM

From: Kyle Kieke [mailto:[email protected]] sent: Wednesday, December OS, 2012 3:04 PM To: Matthew Martinez Cc: Jack Green Subject: Los Cerritos Hanger RFI 1

Matt,

As per our earlier conversation today, this is a compiled list of RFls which cover topics previously discussed. This will just help us both keep track of them.

~ DEFENDANT'S : EXHIBIT I s .3Jl ·.:1 Regarding the flange beams indicated on the Victor's drawings under the cupola. The PEMB . engineer determined that these were not required, which is acceptable according to Mr. DeAnda according to his email he sent to myself yesterday. COULD WE GET AN ELECTRONIC COPY OF THAT CONVERSATION FOR OUR RECORDS, ON THE PLUS SIDE WE'LL HAVE LESS VISUAL CLUTTER WITHOUT THOSE WIDE FLANGES...

2. Need drawings for cove behind structural columns at all frame lines. I HAVE PRIMED JACK AND VICTOR TRYING TO SEE WHAT OPTIONS WE HAVE AS FAR AS WIDENING THE LUGS ON EITHER SIDE OF THE RIGID FRAME GRIDS BASED ON THE DIFFERENCE BETWEEN WHAT WAS BUILT AND WHAT WE WERE SHOWING IN THE DRAWINGS, IT LOOKS LIKE ANOTHER DISCREPENCY BETWEEN THE STRUCTURAL DRAWINGS AND ARCHITECTURAL, KIND OF THE SAME DIFFERENCE WITH THE HANGAR DOOR SEE ATTACHED EMAIL TO JACK YESTERDAY

3. Need soffit details

4. Need sections/details showing relationships of interior cupola wall framing, with galvalume siding and insulation, where these walls meet the main roofline. ( 5. Need locations of main hanger door motors for electrical stub out placement

6. Need specs for Big Ass Fans SEE ATTACHED CUT SHEET, WE APPROVED THIS SUBMITTAL AND SENT IT TO JACK ...

7. Need layout for extra hi-bay lighting SEE MEP SHEET E1 02 FROM BARKER AND ASSOCIATES

8. Need interior wall elevations and sections, specifically insulation R value, WE WERE LOOKING FOR AT LEAST 5.5 11 OF CLOSED CELL SPRAY FOAM

9. Need all cabinet specs and elevations (potential lead time requirement) (D. Need color selections for paint, flooring, etc.

11. Need to finalize masonry veneer selection in detail

12. Tom Pittman is telling me he is going to supply the aircraft tie-downs for the taxiway/additional parking. Don't know if you were aware of this or not. I AM, HE IS IN TOUCH WITH THE SALES REP ...

13. Drawings for additional plane parking, avgas tanks, etc once they are approved. SEE SITE PLAN A100

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

BAF ... Power pdlCi.S.£.KID DRA1N1NG IS NOT iNTENDW j-'OR CON5TRUC.TION PURPOSES. CONSUI.T MECHANiCAl. AND STi<UCTUR"~t.

H>/GiNEERS FOR FINAL DESiGN l.A'fOUT.

DRl~"'''''ING ISSlJGGESTED DESKiN ONt.Y.

PROJECT Los Ceritos Hangar

BAF Consultant: JP Date: 03-26-2012 Drawing By: DB DWG#: B512-0161 BIG ASS FANS SCHEDULE BAF01 2 20' POWERFOIL X NOTES: A. VCRIFY EXTENISON TUSE LENGTH AND MOUNTING BRACKET WITH MANUFACTURER PRIOR TO ORDERING.

B. SUPPLY WITH POWERFOILAIRFOll$ANDWINGLETS.

C. SUPPLY WITH WALL MOUNTED CONTROL PAD RILLY INTEGRATED WITH THE ONBOARD CONTROL D. SU PPLY WITH C·FACED MOTOR AND HERMETICALLY SEALEDGEARBOlt E. SUPPLY WITH FACTORY INSTAUATION AND CORRESPONDING 10 YEAR,. NON·PRORATED PARTS WARRANTYAN01YEARRlLLLABQR.

F, CONTACT BIG ASS FANS AT 817·244·3267 FOR PRICING INFORMATION AND FACTORY INSTALLATION SCOPE OF WOO< MINIMUM FAN PlACEMENT REQUIREMENTS: 1. BOTTOM OF FAN SHOULD BEAT LEAST 10' AFF 2. FANSHOULDBEAT LEAST2'AWAY,INANY DIRECTION, FROM ANY POSSIBL£OBSTRUCTIONS a. FANS SHOULD NOT I*: MOUNTED WITHIN lWO FAN DIAMETERS OF ANY LARGE AIR MOVING EQUIPMENT.

1 It (0.3 m) to 15 It (4.5 m) Standard 1 It (0.3 ml shown

f.,!Ce------------------:240.,6097_------------------+I .- Model number PFX20 Number and Iype 01 airfoils 10 patented Powerfoilo airfoils ---

~ Mill finish aluminum or custom color finish (standard color) Powerfoil winglel (safely yellow) (as shown) 442 Ibs (200 kg) Motor 2.0 HP (1.5 kw) Maximum speed 47 RPM X·Soli... Wall Keypad Maximum amps 6.4 A @200-250 V 3.2 A @400-480 V Input power and required breaker 200-250 VAC, 50/60 Hz, 1 <ll, 30 A I 200-250 VAC, 50/60 Hz, 3 <l\ 15 A 400.4RO VAr ~O/I,O H, ~ rti 10 A r ... _ .... ~ ..... " - - , - " " - ' " • ''':'''' ~I ......

Average power usoge • min/max speed I 60W/1200W. 7,25"

j 8-8 1184.2 mni Purpose-built STOBER Drives gearbox NitroSeal Drive with <11 arc minutes backlosh, HeliComber· gear technology, SKF tapered roller bearings, 2-%" hollow output shoft, Simrite double IiWped output seals, lifetime synthetic oil, Nitrogen II~~J[!~J§II fi led and permonenriy sealed Controller X-Series wall keypad '--3.825" --+- Controller connection Cot5 197.2mm) l Sound level at maximum speed <55 dBA • Provides full control of all fan functions Minimum airfoil clearances required 2 ft (0.6 ml on sides. 5 ft (1.5 mJ below ceiling deck • Can be located up Certifications ANSI/Ul507 to 1,000 k from fan CAN/CSA C.22.2 No. 113-0B • Single keypad can . Sound leV6/ measured at a blade height of 20 ft and 20 ft horizonlOlfy from center of fan. operate unkmited number of fans CovereJ by one or more of the following U.S. Polen": 6,244,821: 6,589,016; 6,817;835; 6,939,108; 7,252,478; 7,284,960; 7,654,798; D587,799: D607,988 OM o!hor poren', pending.

POWERFOIL X FEATURES POWERFOIL X OPTIONS • 10 year, non-prorated warranty with factory installation* • SmortSense365 for year-round automated control • NitroSeal Drive'" purpose-built gearbox for increased • Clear, lockable keypod enclosure durability, cooler operation and no maintenance • Custom color packages • BAS integration without additional communications card • 100 W Holide light • Preinstalled relay kit for fire alarm interfacing • Security camera • Control multiple fans from a single controller without • 8-ft - 24-ft diameter anyadditionol hardware • Powerfoil winglet and airfoil ·10 yeor porb, Mlllime olnolls ond hub, 1 yeor lobOl' warranty; certain exclusions opply. See complete warronty for detaIls.

e 800 Wmche,ter Road I LeXington frBIGASSFAN5 KY 40505 I WWW.BIGASSFANS.COM No Equol.

877 81G FANS [244 32671 An ISO 9001 2008 cel "hed company M REVISIONS: I I I I I I ~. / ~~~84~L '\r/ I /'/'\, =-=:m~I ,I =~~' II I' II -~~::-:!::f " , I I

A100 From: Matthew Martinez <[email protected]> Sent: Monday, March 26, 2012 3:22 PM To: 'Jack Green' <[email protected]> Cc: John Grable <[email protected]> Subject: FW: Fan Layout Recommendation Information

HERES A NUMBER FOR THE FAN ...

'"c· MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM

From: Jeff Proctor [mailto:[email protected]] sent: Monday, March 26, 20123:17 PM To: Matthew Martinez Subject: RE: Fan Layout Recommendation Information As far as budgetary pricing for the 20' Powerfoil X fan if you plugged in $7500 per fan it would cover you for the () standard fan. This doesn't include appearance packages, specialty or nonstandard accessories, or installation.

Please let me know if you need anything else.

Thank you,

Jeff Proctor Project Design Consultant BIG ASS FANS (877) BIG-FANS X 4412 Phone: (859) 967-0533 Fax: (859) 233-0139 Email: [email protected] www.bigassfans.com I www.elementfan.com * Please note that as of June 1, 2010, all mail addressed to me should be delivered to 800 Winchester Road, Lexington, KY 40505. Thank you for updating your address records accordingly.

The Buyer must ensure that product specifications are consistent with actual field installation requirements. Big Ass Fans product recommendations are based on product specifications as transmitted to the company. As such, Big Ass Fans is not responsible for inaccuracies between the communicated product specifications and actual field installation requirements. The Buyer of the specified products assumes responsibility for the cost of retuming or exchanging specified product where specified product does not meet field requirements. ~ DEFENDANT'S ~ EXHIBIT f 33 H!J Confidential Statement NOTICE: This communication and the information attached to or included with this transmission is for the use of the named individual to which it is directed and DOES contain information that is privileged AND confidential. It is NOT to be transmitted to or received by anyone other than the named addressee (or a person authorized to deliver it to the named addressee). It is NOT to be copied or forwarded to any unauthorized persons. If you have received this electronics mail transmission in error, delete it from your system without copying or forwarding it, and notify the sender of the error by replying via email or by calling Delta T Corporation at (877) BIG-FANS (TOLL FREE), so that our address record can be corrected.

From: Matthew Martinez [mailto:[email protected]] sent: Monday, March 26, 2012 4:11 PM To: Jeff Proctor Subject: RE: Fan Layout Recommendation InformatioA JEFF, THIS IS A GREAT STARTING POINT, IS THERE ANY PRICING/COST INFORMATION THAT YOU COULD PROVIDE SO WE COULD UPDATE OUR COSTS SPREADSHEET? ANYTHING YOU COULD GET US WOULD BE GREAT!

THANKS AGAIN, -MATI

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM

From: Jeff Proctor [mailto:[email protected]] sent: Monday, March 26, 2012 3:04 PM To: Matthew Martinez Subject: RE: Fan Layout Recommendation Information Attached is our recommendation for the Los Cerritos Hangar project in Uvalde, TX as requested. I have included cutsheets and specifications for the fans shown. Below is a link to the fan's installation guide. http://www.bigassfans.com/onlineguides/powerfoilx/Welcome.htm Please let me know if you have any questions or need anything else.

Thank you,

Jeff Proctor Project Design Consultant BIG ASS FANS (877) BIG-FANS X 4412 Phone: (859) 967-0533 Fax: (859) 233-0139 Email: [email protected] www.bigassfans.com I www.elementfan.com * Please note that as of June 1, 2010, all mail addressed to me should be delivered to 800 Winchester Road, Lexington, KY 40505. Thank you for updating your address records accordingly.

The Buyer must ensure that product specifications are consistent with actual field installation requirements. Big Ass Fans product recommendations are based on product specifications as transmitted to the company. As such, Big Ass Fans is not responsible for inaccuracies between the communicated product specifications and actual field installation requirements. The Buyer of the specified products assumes responsibility for the cost of retuming or exchanging specified product where specified product does not meet field requirements.

Confidential Statement NOTICE: This communication and the information attached to or included with this transmission is for the use of the named individual to which it is directed and DOES contain information that is privileged AND confidential. It is NOT to be transmitted to or received by anyone other than the named addressee (or a person authorized to deliver it to the named addressee). It is NOT to be copied or forwarded to any unauthorized persons. If you have received this electronics mail transmission in error, delete it from your system without copying or forwarding it, and notify the sender of the error by replying via email or by calling Delta T Corporation at (877) BIG-FANS (TOLL FREE), so that our address record can be corrected.

From: Matthew Martinez [mailto:[email protected]] sent: Friday, March 23, 2012 3:31 PM To: Jeff Proctor Cc: John Grable; '[email protected]' Subject: RE: Fan Layout Recommendation Information Jeff, attached is a cad building section and plan, you should be able to discern hts from these drawings, aslo, i have attached a preliminary elec service drawings from out mep engineers, e202. please let me know if there is anything else you need. thanks for your help, -matt

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM

From: Jeff Proctor [mailto:[email protected]] sent: Friday, March 23, 2012 2:05 PM To: Matthew Martinez Subject: Fan Layout Recommendation Information Matthew, If you could provide a layout of the space you'd like addressed and as much of the following information as possible I can get together with my applications engineers and we can size the fans and insert them into the layout to show optimal placement. This is a complimentary service that we offer.

Building dimensions (usually on drawing) Roof pitch or eve height (if roof structure is sloped)- so that we can account for that with our clearances Lighting grid- so that we can avoid any strobing effects and account for the lights in our recommendation Areas of interest (where are the areas you would like fans) Purpose of fans in those areas (destratification, cooling, ... j Available power- in order to provide the correct motor configuration and to help us select which fans would be most appropriate for your application HVAC ducts and diffuser locations- so that we can account for them with our placement and observe our clearances Heating equipment info and locations- so that we can account for them with our placement and observe our clearances Other obstructions (cranes, racking, columns, ... j Thank you,

Jeff Proctor Project Design Consultant BIG ASS FANS (877) BIG-FANS X 4412 Phone: (859) 967-0533 Fax: (859) 233-0139 Email: [email protected] www.bigassfans.com I www.elementfan.com * Please note that as of June 1, 2010, all mail addressed to me should be delivered to 800 Winchester Road, Lexington, KY 40505. Thank you for updating your address records accordingly.

The Buyer must ensure that product specifications are consistent with actual field installation requirements. Big Ass Fans product recommendations are based on product specifications as transmitted to the company. As such, Big Ass Fans is not responsible for inaccuracies between the communicated product specifications and actual field installation requirements. The Buyer of the specified products assumes responsibility for the cost of retuming or exchanging specified product where specified product does not meet field requirements.

Confidential Statement NOTICE: This communication and the information attached to or included with this transmission is for the use of the named individual to which it is directed and DOES contain information that is privileged AND confidential. It is NOT to be transmitted to or received by anyone other than the named addressee (or a person authorized to deliver it to the named addressee). It is NOT to be copied or forwarded to any unauthorized persons. If you have received this electronics mail transmission in error, delete it from your system without copying or forwarding it, and notify the sender of the error by replying via email or by calling Delta T Corporation at (877) BIG-FANS (TOLL FREE), so that our address record can be corrected.

Kyle Kieke <[email protected]># December 10, 2012 10:26 AM To: Matthew Martinez </O=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Mmartinez.johngrable.com_aa5dd8392>, John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Jgrable.johngrable.com_55280b3ab> Cc: Jack Green <[email protected]> FW: Los Cerritos Hanger - framing question

Matt/John,

Here is the correspondence between Victor and I regarding the flange beams under the cupola.

Thanks,

(~) Kyle Kieke "-~,

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830~981-5303

From: Victor M. De Anda Jr. [mailto:[email protected]] Sent: Tuesday, December 04, 20123:43 PM To: Kyle Kieke Subject: Re: Los Cerritos Hanger - framing schedule

The cupula framing was done a little different from our plans, but they made it work by doing the column directly on top of the rafters. ;;t DEFENDANT'S EXHIBIT I :I

II: .3f S There is no action required to add these beams

Thanks

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. Victoria St. Suite lie II Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908

----"._--- From: Kyle Kieke <kkieke(msbsworld,net> To: Victor M. De Anda Jr. <victor(msynergy-se.com.> sent: Tue, December 4, 2012 3:25:34 PM Subject: RE: Los Cerritos Hanger - framing schedule Victor,

On sheet S-5, drawing 1, you show two flange beams to be supplied by the PEMB manufacturer.

These flange beams are not on my shop drawings from my PEMB and I need to know if you are still requiring them. If so, what size do you spec out?

Thanks,

Kyle Kieke Project Superintendent [email protected] c: 830-388-9267

From: Victor M. De Anda Jr. [ mailto:[email protected]] Sent: Monday, December 03,201210:14 AM To: Kyle Kieke Subject: Re: Los Cerritos Hanger - framing schedule

Kyle, The framing for the offices is in sheets 8-6 and 8-7, If you do not have them, plaease ask the Architect for the most current set.

C) Thanks

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. .. 901 Victoria 8t. 8uite lie II Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908

From: Kyle Kieke <[email protected]> To: [email protected] Sent: Mon, December 3, 2012 10:06:27 AM Subject: Los Cerritos Hanger - framing schedule Victor,

I'm looking for the interior framing schedule for Rod Lewis' hanger but I don't see anything on the structurals I have. Can you please forward this information because I need to get it out for bid ASAP.

Thanks,

Kyle Kieke Project Superintendent

(') [email protected] '-._~~-'

C: 830-388-9267

Those Matthew Martinez <IO=MEX02/0U=EXCHANGE Decem!fer 10, 2012 11 :40 AM ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)1 CN=RECIPIENTS/CN=MMARTINEZ.JOHNGRABLE.COM_AA5DD8392> To: Kyle Kieke <[email protected]> Cc: John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab> (No Subject) Attachments, 10 MB

KYLE, JOHN ASKED ME TO FOREWARD SOME UPDATED DRAWINGS FOR THE HANGAR, I HAVE LEFT OUT A COUPLE SHEETS THAT I NEED TO COORDINATE BASED ON YOUR RFls. I WILL COMPLETE THE PACKAGE AND GET THEM TO YOU. ALSO ATTACHED ARE THE RENDERINGS THAT SHOW THE SAMPLE STONE WALL HERE IN SAN ANTONIO, AS WELL AS SOME ATTACHEMENTS THAT WE HAVE SHOWN TO THE CLIENT IDENTIFYING THE APPROVED MATERIALS FOR THE HANGAR AND THE CONSTRUCTION DRAWINS FOR THE STONE COURSE, .... TALK SOON, THANKS -MATT

MATTHEW M. MARTINEZ. ASSOC. AlA

227. ".USTIN HVv'Y, SAN ANTONIO, TEXAS 78209

P: 210-82(H532 EX. 55

W: "V\'iWJOHNGRABlE.CO~1

;j DEFENDANT'S _ - - - - - - - - - -..- - - - - . i HIBIT I EX,

L1£ II! SRS" Victor M. De Anda Jr. <[email protected]> December 12, 2012 11 :25 AM To: Kyle Kieke <[email protected]>, John Grable <I O=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)1 CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab> Cc: Jack Green <[email protected]> Re: Los Cerritos Hanger - questions

Kyle, Did you mean sheet S-6??

The expansion anchor bolts can be installed instead of the nelson studs since they needed to be installed when the concrete was poured.

The base plate for the column will need to change to fit inside the wall, the plate can be elongated along the wall in order to install the anchor bolts and conceal the plate. The plate will need to be at least 1/4" bigger on each side of the column in order to get a 1/4" fillet weld all around the column to the base plate. The anchor bolts can be 5/8X8 with a minimum of (2) anchor bolts per column.

You can do the lifts on the CMU grout all the way to the top of the bond beam that is placed every 6'-8" thanks Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. Victoria S1. Suite "C" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908

From: Kyle Kieke <[email protected] > To: Victor M De Anda Jr <[email protected] > Cc: Jack Green <[email protected] > sent: Wed, December 12, 2012 11:07:24 AM Subject: Los Cerritos Hanger - questions

Victor,

Is there any way we can get around using nelson studs on the base plates for the structural steel components of the hanger offices on sheet 8-5? I really don't want to run the risk of messing up the concrete floors by cutting the plates into the slab. i Could we weld some angle footings on these columns and set wedge anchors?

Also, the general masonry notes on S-1 say we have to pour grout in the CMU walls in 4' lifts. Can we go to 6' lifts instead to speed up the process?

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 ( Victor M. De Anda Jr. <[email protected]> December 12, 2012 11 :27 AM To: Kyle Kieke <[email protected]> Cc: John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab> Re: Hanger office framing conflicts

You only need 18 ga but it will have to be a structural stud 600S162-43 @ 16" O.c.

Thanks

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering~ Inc. Victoria St. Suite "e" Laredo, TJC. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908

( ~ ....

From: Kyle Kieke <[email protected] > To:. Victor M De Anda Jr <[email protected] >; Matthew Martinez <[email protected] > Cc: Jack Green <[email protected] > Sent: Wed, December 12, 2012 11:15:08 AM Subject: Hanger office framing conflicts

VictorlMatt,

The architectural drawings are calling for 16 gauge stud walls (A600) but Victor's drawings are calling for 18 gauge (S- 5). Can you please clarify this?

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] c: 830-388-9267 F: 830-981-5303 Kyle Kieke <[email protected]># December 13,2012 10:26 AM To: Matthew Martinez <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Mmartinez.johngrable.com_aa5dd8392> Cc: Jack Green <[email protected]>, John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Jgrable .johngrable.com_55280b3ab> RE: finalized stone selection

Working on the corbel CMU layout to make sure it will work. Can you tell me how to run the courses using the various heights of stone? If you can send me a drawing that would be great.

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

From: Matthew Martinez [mailto:[email protected]] Sent: Wednesday, December 12, 2012 6:34 PM To: Kyle Kieke Cc: Jack Green~ John Grable Subject: RE: finalized stone selection

TEAM, HERES THE SUMMARY FOR THE STONE VENEER MIX:

';,j. DEFENDANT'S ; EXHIBIT I It S'BS II THK. VENEER @ INFILL WALLS BETWEEN RIGID FRAME BAYS

12 11 MILL BLOCK @ FIRST CORBELL! BUTRESS BASE @ EACH RIGID FRAME BAY II MILL BLOCK @ SECOND CORBELL OF BUTRESS II MILL BLOCK @ THIRD CORBELL OF BUTRESS

1: SISTEDALE 1I0LD YELLER II L1MESTONE--40% OF SURFACE AREA INCLUDING 100% OF FIRST CORBEL 12 II THK. MILL BLOCKS @ BUTRESSES, 24 II LENGTHS AND 12 ", 8 ",6 11 ,4 II HEIGHTS.

2: NICOTENE LIMESTONE -- 40% OF SURFACE AREA II LENGTHS AND 12 11,8 ",6",4 II HEIGHTS 3: TEXAS CREME -- 20% OF SURFACE AREA II LENGTHS AND 12 ", 8 ",6 ",4 II HEIGHTS

C) 2- PIECE 4 II VERT. MOVEMENT MASONRY VENEER WALL TIES

ATTACHED IS VICTOR'S RESOLUTION OF EXPANDING THE LUG WIDTH IN REGARDS TO THE DIFFERENCE IN THE AS-BUILT CONDITIONS @ THE MASONRY LUG AT THE RIGID FRAME BAYS, THIS WILL GIVE US THE WIDTH AND DEPTH THAT WE'VE BEEN SHOWING IN DRAWINGS. I'VE ALSO INCLUDED OUR INTERPRETATION OF THE BUTRESSES WITH THIS EXPANSION, LET US KNOW IF THIS CAN BE DONE, ILL KEEP STREAMING THE RFI INFO TO YOU ...

ALSO, ROD WOULD LIKE TO FLIP THE RAMP CONFIGURATION TO THE NORTH SIDE OF THE HANGAR, THE TAKE-OFFS SHOULD BE THE SAME BUT WE WOULD LIKE TO ADD ANOTHER HEll-PAD ... WE HAVEN'T RECEIVED FINAL APPROVAL FOR THIS BUT IT WAS DIRECTED BY HIM SO I WANTED TO GIVE YOU A HEADS UP.

WE ARE ALSO WORKING ON FINDING A SPOT FOR A RUNWAY LIGHT SWITCH CONTROL PANEL, SO THERE WILL BE SOME ADJUSTMENT FOR SOME ELECTRICAL CONDUIT IN THE RAMP AND FOR THE CONTROL PANEL, MORE INFO SOON TO COME .. -MATT

MATTHEW M. MARTINEZ, ASSOC. AlA

222 AUSTIN H'NY. SAN ANTONIO. TEXAS 78209 E: [email protected]

P: 210··820·3332 EX. 35 W: VMW.JOHNGRAllU'.COM

From: John Grable Sent: Wednesday, December 12, 2012 1:55 PM To: Kyle Kieke; Matthew Martinez Cc: Jack Green Subject: RE: finalized stone selection

Kyle \,,_) Good We have a good idea on mix now Just the accent beltline is up in the air We will get this done Thanks

How is the roof install going - send me some pies!

Thks

www.johngrable.com

From: Kyle Kieke [mailto:[email protected]] sent: Wednesday, December 12, 2012 1:53 PM To: Matthew Martinez; John Grable Cc: Jack Green Subject: finalized stone selection

Just a friendly reminder because I know that both of you have a lot going on. I'd like to have this mock-up done out here by the end of next week.

Thanks, Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 Kyle Kieke <[email protected]># December 19, 2012 10:28 AM To: Matthew Martinez </O=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Mmartinez.johngrable.com_aa5dd8392>, John Grable </O=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Jgrable.johngrable.com_55280b3ab> Cc: Jack Green <[email protected]> CMU/conduit issue

Could we run two courses of CMU along the original wall line to hide this conduit? We can fill the cells with grout to create a bench effect and you'll still have the cove going all the way up minus 16 " off the slab.

The other issue we have is that on the revised MEPs, the outlets are now being shown as mounting to the face of the structural steel. Only way to do this is to drill into the flange and mount the box. Two issues with this; Victor has to approve it and the box stands a greater chance of being knocked off the column because it sticks out so far versus mounting on the CMU. 'Matthew Martinez <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE January 1,2013 8:24 PM GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTSI CN=MMARTINEZ.JOHNGRABLE.COM_AA5DD8392> To: John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab>, Kyle Kieke <[email protected]> RE: Los Cerritos Weekly Report - 23 Dec i forwarded the latest and greatest MEP drawings to kyle earlier last month, shortly after our site visit. i don't know if there was a change in the fixture type, but barker had revisited the light output levels with the higher roof ht, and said is was ok with the original layout From: John Grable Sent: Friday, December 28, 2012 5:55 PM To: Kyle Kieke; Matthew Martinez Subject: RE: Los Cerritos Weekly Report - 23 Dec Kyle and Matt Regarding the high bay light fixtures -I assume you are using the revised (Latest) lighting layout by MEP... assume layout basically same just fixture had some kind of adjustment?

Please advise Thanks John

[cid:[email protected] www.johngrable.com<http://www.johngrable.com/>

From: Kyle Kieke [mailto:[email protected]] Sent: Wednesday, December 26,20128:40 AM To: [email protected]; John Grable; Matthew Martinez Cc: Steve Schiffman; Jack Green Subject: Los Cerritos Weekly Report - 23 Dec

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected]<mailto:[email protected]> C: 830-388-9267 F: 830-981-5303

~ 'DEFENDANT'S = EXHIBIT 14fJ "S S II: Kyle Kieke <[email protected]># January 23, 2013 11 :18 AM To: Matthew Martinez <IO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTSI CN=Mmartinez.johngrable.com_aa5dd8392>, John Grable <IO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTSI CN=Jgrable.johngrable.com_55280b3ab> FW: meeting notes - site meeting with Rod Lewis

FYSA, my meeting with Rod yesterday. He wants to look at changing some things up, read down at the bottom of meeting notes.

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

From: Kyle Kieke Sent: Tuesday, January 22, 2013 10:07 PM To: Steve Schiffman; Dave Morgan; Tom Pittman ([email protected]) Cc: Jack Green; Bill Leonard Subject: meeting notes - site meeting with Rod Lewis

Thanks, Kyle Kieke

Project Superintendent SSS Construction [email protected] C: 830-388-9267 F: 830-981-5303

Site Meeting.=ls.xJJ..62jgi) Select Systems

Los Cerritos Hanger 1378 Site Meetin Meeting: '" 30 Minutes Date: 22 Jan 13 Time: 4:00-4:30 Location: Jobsite Prepared by: Kyle Kieke

Time: TBD Time: TBD Location: TBD

Tom Pittman - Lewis Energy Group"---_______ 210-384-5892 tQJttmim@le~i~ne[QY.cQm Rod Lewis - Client rL'§;wi~~vyi;?'§;neIgY.cQm F-P-"ae..:rnc:.: a",kc..: C",-h""ae..:rce:. h""k:. .-i-:L=oe::;.w'-"is"---"'En"'e"'-r;,.gy'-- P""-c"'"h;""g""'K""h-""k-~i@""'J""'§;w'""~-""i~""''§;n''''-e'''"lg;;:c~~~y'"';~'''''C9::;.JJ1'""~~ -1 Benny Es uivel - Lewis Ener y Q~JlUiy~I@'-'§;vyl~n'§;rgy,i=Qm Monica Rokhol - Lewis Energy mrokhQI@I'§;wi~ene[Qy,cQm Kyle Kieke - SBS Construction ----'8=3'-=0-'-3=8=8-'-9=2=6-'-7 -'""kki'§;ke-@~b~vyQ[Ld,neJ

N/A

FS",it",e--,W..:..e=oa""t:::he",r..:..:--'C"'le=oa"'-r--"a"'n""d-'-m:.:.:ic:.::ld'-- ~ --\ ~-----------------------------------------------I Site Conditions: Clean and orderly ~ ---1

17 Scenic Loop Rd, Boerne, TX 78006 SBS 1917 Select Systems

Resubmitted ship ladder shop drawings for a roval to John Grable Architects 22-Jan-13 Submitted shop drawings for HM Doors, Rollup-=D::..:o'-=o:.:../r,c.;F...:.loo=.=r-=c"'o::::;at=.:in-'.'g,=s --+__--=O-"-9-=-J-=a:..:..n--=1"'3_ _- f -'-"'O::-::: -/- -1

OS-Dec-12 06-Dec-12 02-Jan-13 03-Jan-13

17 Scenic Loop Rd, Boerne, TX 78006 SBS 1918 Select Systems

These minutes reflect the writer's understanding of the issues discussed. These minutes shall become a part of the project record. Any corrections or errors are to be reported to the writer as soon as possible for issuance of corrected minutes.

SBS 1919 Scenic Loop Rd, Boerne, TX 78006 Kyle Kieke <[email protected]> January 23,2013 2:40 PM John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab>, Matthew Martinez <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Mmartinez.johngrable.com_aa5dd8392> Cc: Jack Green <[email protected]> Call me after you meet with Rod

I need to know the office configuration because yesterday he wanted to eliminate the office but keep the bathroom. I 1m framing the other interior pods as I write this email.

Thanks, Kyle Kieke Project Superintendent SBS Construction c: 830-388-9267 [email protected] John Grable <!o=mex02/ou=Exchange Administrative Group January 23, 2013 1:06 PM (FYDIBOHF23SPDLT)/cn=Recipients/ cn=jgrable.johngrable.com_55280b3ab> To: Thomas Pittman <[email protected]>, Rod Lewis <[email protected]> Cc: [email protected] <[email protected]>, Parnak Charkhchi <[email protected]>, Monica Rokohl <[email protected]> RE: More thoughts Rod and Tom We are drawing good solutions to your hangar refinements from yesterdays site visit We will present to you at our 2:30 meeting I think you will like them John

www.johngrable.com

--Original Message-- From: Thomas Pittman [mailto:[email protected]] Sent: Wednesday, January 23, 2013 11 :36 AM To: Rod Lewis Cc: [email protected]; Parnak Charkhchi; Monica Rokohl; John Grable SUbject: Re: More thoughts I agree and will have an answer for you ASAP Sent from my iPhone On Jan 23,2013, at 11:26 AM, "Rod Lewis" <[email protected]>wrote: > This should take care of the problem at hand. Thanks for digging into it and coming up with a reasonable resolution. > > On getting things back to 80' opening, let's discuss how that is to be done and what effect that has on the project. I don't want anything that looks scabbed on as you well know. > > --Original Message-- > From: Thomas Pittman > Sent: Wednesday, January 23,201311:07 AM > To: Rod Lewis > Cc: '[email protected]'; Parnak Charkhchi; Monica Rokohl; John > Grable > Subject: Re: More thoughts > > Hello Rod, > > 1. Agree on the windows and will get with John on that. > 2. Meeting with Benny on Monday to get a game plan for the capturing the rain run off. Also will get Lingo involved and notified. > 3. Let us explore the options we have on the office, Rod, and get them in front of you ASAP. > > After further review on the hangar door I have found the following: On December 3rd a site report by JGA highlighted the fact that the opening was 75' and the original intent was to have an 80' opening. SBS said they could modify to give us the 80' opening. To clarify, the clearance we have right now is 76'2" giving us approximately 2'6" on each side of the 2000LX. Regardless, you were told you would have an 80' opening and you will. > > This identifies a fundamental problem... A lack of communication, and I will take this responsibility on myself. As of today, everyone involved will be required to issue documentation of any supplemental instruction, any field modification, any pending or proposed Change Order or anything that differs from the Construction Documents that we have. All of these will be in writing and reflected in the CD's. In turn, I will forward these to you and Tony to make sure we are all on the same sheet of paper. > > I think we have the production ramping up into the gear it needs to be and will make sure that we continue in that mode. I will also make sure that everyone knows that a failure. to notify me of any alterations or field modifications could lead to termination. > > > > Thomas L. Pittman > Director of Construction, Lewis Energy Grp. > [email protected] > work: (210) 384-5892 > cell: (210) 262-1686 > 10067 Jones Maltsberger > San Antonio, Tx. 78216 > > > > ;i DEFENDANT'S I EXHI.BIT j 43 > > > On 1/23/1310:26AM, "Rod Lewis" <[email protected]>wrote: > » 1) Windows in bedroom- there is the northwest corner of the bedroom »that we can still frame out for a window. The room might feel better » with a window in it. What are the thoughts. We can also frame one or »two out to the inside hangar as well. » 2) Drainage off the roof. I spoke to Tom and Benny about my ideas » there to feed the closest tank. » 3) Office area is too small. What are we going to do there? We can » use that area for a shower bathroom and build me a separate office » near the other buildings to the north. Or place a separate building » to the south to match what is on the north. We can also pull the wall » in the 3' it is extending into the inside of the hangar. > THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT is CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTiTUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

Kyle Kieke <[email protected]> January 24, 2013 7:46 AM To: [email protected] <[email protected]>, Ross Compton <[email protected]>, Bob Carnwath <lO=FIRST ORGANIZATION/ OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Bob Carnwath> mechanical rough-ins

As of this morning, we are on hold for our mechanical rough-ins for the interior hanger areas. I was told last night by the owner's rep that there will be significant framing changes coming our way. I know I have spoken to each of you about starting next week and I apologize for the inconvenience but my hands are tied on this one.

When I receive new drawings I'll forward as soon as possible so you can update your pricing.

Thanks,

C-/':. Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 (~': Rod Lewis <[email protected]># January 29, 2013 9:42 PM To: John Grable </O=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab> Cc: Parnak Charkhchi <[email protected]>, Thomas Pittman <[email protected]>, Tony Weigand <[email protected]>, Matthew Martinez <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/ CN=RECIPIENTS/CN=Mmartinez.johngrable.com_aa5dd8392> Re: Uvalde Hangar living quarter expansion

John- I like the plan of the upper bedrooms. We can sleep a lot of people now with plenty of bathrooms. I am not quite happy with the south side kitchen and living room. Is the recess necessary? If not can we get rid of or minimize the recess.

Also I have the following ideas; 1) Make a real bar against the north side of the kitchen wall. Similar to our Chuc skeet range bar. How do we expand this "real bar idea "?

2) Make a kitchen with a real useful island.

let's discuss further. Thanks for getting on this. I will be around tomorrow after lunch in SA.

c From: John Grable [mailto:[email protected]] sent: Tuesday, January 29, 2013 08:07 PM To : Rod Lewis Cc : Parnak Charkhchi; Thomas Pittman; Tony Weigand; Matthew Martinez <[email protected] > Subject: Uvalde Hangar living quarter expansion

Rod

Attached please find proposed living quarter expansion floor plans per our 2-23-13 meeting discussions for the Uvalde Hangar.

Tom Pittman and Raven worked on these ideas Saturday so we could produce these drawings for you tonight.

This is a very cool space now for great airplanes and people!!!!

Your personal quarters are located on the ground floor The break room and shop are now to be converted to kitchen/dininglbar/and media room - we can repurpose the shop barn doors and use at the opening from kitchen/dining to close off (~'I media room if desired We propose to back up to your personal bathroom plumbing to provide a powder room/laundry room for use for guests when using the kitchen media room (this keeps everyone out of your personal bedroom space!)

Stackable washer/dryer essential to support cleaning requirements for new living quarters that originally was located in the shop/storage area.

The second floor quarters stack nicely above and provide 2 bedroom sleeping quarters with shared bathroom Each side can sleep 4 comfortably We still provide a pull down stair to access the storage loft space above - believe it is wise to keep this option open since structural framing specs can support 100 pound per sq ft live loads

Like the way the hand rail at storage loft "tops ottY? or finishes the two story quarters form and ties into the second floor access stairs!!!

C) I believe this is a great idea and will allow you to resolve an immediate need for personal/guest housing through integration with your new hangar!

I hope your schedule opens up this week so we can present in person ...

If you like this design direction we would like to complete drawings for pricing by SBS or GC so we can integrate into the ongoing construction!

The metal stud framing is continuing around this potential change and will complete the upper exterior wall framing on top of the cmu walls by Friday. www.johngrable.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY , THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU] From: Kyle Kieke <[email protected]> Sent: Thursday, January 31, 2013 10:43 AM To: Matthew Martinez <[email protected]> Cc: Jack Green <[email protected]> Subject: RE: Hanger revisions

I'm going through the drawings now but the biggest thing so far is plumbing. I have to chip 12' of concrete out to move drain lines and toilets at the kitchen, powder bath, and at the pilot locker bathroom. Going to be a very substantial amount of chipping and moving lines. Will need some type of flooring at these areas to cover up the concrete patches. I'll be working on this throughout the day.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

From: Matthew Martinez [mailto:[email protected]] sent: Thursday, January 31, 2013 10:12 AM To: Kyle Kieke; John Grable Cc: Jack Green Subject: RE: Hanger revisions WE RECEIVED APPROVAL FROM ROD YESTERDAY AFTERNOON, SO WHAT XAVIER SENT WAS FAIRLY COMPLETE AS FAR AS SCOPE IS CONCERENED, WE'RE PUTIING MORE DETAILED INFO TODAY, CAN YOU LIST WHAT'S ON YOUR MIND? -MATI

MATIHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM

From: Kyle Kieke [mailto:[email protected]] sent: Thursday, January 31, 2013 10:08 AM To: John Grable; Matthew Martinez Cc: Jack Green Subject: Hanger revisions John/Matt, I.m looking over the preliminary drawings Xavier sent me and I've got some questions/suggestions based off of what I've got on the ground out here. When are you trying to get Rod's final approval because what I'm finding could affect final decision making.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 Matthew Martinez </o=mex02/ou=Exchange Administrative Group From: (FYDIBOHF23 SPDLT)/cn=Recipients/cn=mmartinez.johngrable.com_aa5dd8392> Sent: Thursday, January 31, 2013 10:08 AM //~ . )0: 'Kyle Kieke' <[email protected]> Cc: John Grable <[email protected]>; Xavier Cantu <[email protected]> Subject: RE: Los Cerritos's Review Sheets

WE'RE WORKING ON LINING ALL THAT STUFF OUT TODAY, WE'LL GET YOU AN ORGANIZED SET REAL SOON, KYLE. WE JUST WANTED TO GIVE YOU A HEAD START! THANKS, -MATI

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM

From: Kyle Kieke [mailto:[email protected]] sent: Thursday, January 31, 2013 10:06 AM To: Xavier Cantu Cc: John Grable; Matthew Martinez Object: RE: Los Cerritos's Review Sheets Xavier, If you could bubble all changes on the finalized revisions that would be extremely helpful. Just want to make sure we don't miss anything.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

From: Xavier Cantu [mailto:[email protected]] sent: Wednesday, January 30, 2013 6:47 PM To: Kyle Kieke Cc: John Grable; Matthew Martinez Subject: Los Cerritos's Review Sheets ( ?od Afternoon Kyle, -_J Per your request. Please see attached sheets of the Hanger at Los Cerritos's First Floor Plan, Enlarged Floor plans, and 3d views for your review. Per Matt, we will be sending this out to Victor and our MEP engineers tomorrow.

Thank you,

XAVIER CANTU AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 34 W: WWW.JOHNGRABLE.COM

I I \.J Kyle Kieke <[email protected]># January 31,2013 2:33 PM To: Bob Carnwath <IO=FIRST ORGANIZATION/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Bob Carnwath> revised architectural drawings - for review only

Just to give you an idea of what the changes are. Don't know when I'll get MEP drawings.

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

lIED\~ )...

LOS CERRIT .w.!2dfJ2J0ID --.

n n

o

---------------------------------------------------------------------------------------------- f..-- ........- - - - i.' ~----s'1 '1a r~~ ~ 2U !

""·'tt.l!"

"""'_~""" 0 ~~~'i""'""'~_~ l~--------_l¥::~.c. c.:-.: : c. -,~~;~;~;;- -- ,~= -----T~t~~:~ / ..;~ . fO ~~~:

xi(; TRI-BAR RANCH COMPANY LOS CERRITOS HANGAR II ~ f-+-+-+-I-I ~ ~ o UVALDE, TX 222 AUSTltt.HIGHWp.y '" 3:

o ....

SAN ANTONIO, TEXAS 78209 820 :53:52 F ZIO 820 3334 WJOlflGRABLE. > >

n n

'" = LOFTHDROOM

reo ROOM3:SHOWER reo ROOM 4: WIC TBO ROOM 4: W/C TBD ROOM 6: KlTCl-EN ROOM 11:BA.THROOM ROOM 11:BA.THROOM

o SUNSET 'e/: I AREA ~

I-'===!==='===*=:!:=="=====!.J", '"

~ " . .. " ~ "o,... o ;0 " "~ "~,, "''''''''''''' ~ = '" 0--

CD ~~,,~.~~D PLAN - FIRST FLOOR REAR (]) ~~~.~~D PLAN - SECOND FLOOR REAR

x » I\.) ?~ ~o ffi~ !::it': Ia ~ ~ TRI-BAR RANCH COMPANY LOS CERRITOS HANGAR ~'~l'ai~5 In U~i~ .H~~h~ o. ~['I rIlN_~ A~eHIT'OTg l;;e: - ;g i" ~ '"~ In ~x I\.) ~ il"~:~fi In UVALDE, TX 2~ AUSTIN HIGHr'1iY ~ ~ Hi . SAN TONIO, TEXAS 8209 0 108203332 F 210 820 3334 W JOlflGRABLE.C A G M REVISIONS:

PRIClNGlDIOSET

0' ~ >-~ ~ <r,0C> ~ ~~ !,!!~ ;l ::Cw ~ ~2'- 1-0 w ".. ~z ~ ".. <tg Ii.

~ ~~ ~I~ N Z ::l <r, i<l C/l:;: """) II :: I NOTE: AlldtlllWtasendlloTllten matel'!lllaOOOllrlnohetein ~lvtooriQinlllcnd IHlOUblishodworkdlho a«:hllodandmavnotbo dVD!lcated.\lsod/'Jfclilldoua wilhoottn.wriltlJneonsoolof lhe.rchited.

>- ~ « 0- 0:: :2 CJ z () J: :f (f) () ~ l'2~

'-.

0:: ~ 0:: w w- () g ;: ~ (f)~ CIl 5-- c::l- S=> ~~ I

! 1 PROJ fer ADDRESS (V) DRAWN; CHECKED: APPROVED: DATE: 1130113 11 SHEET NO.

A I B I c I D I E I • I G I H I I I J I K I L II 80-2 M Kyle Kieke <[email protected]># February 1, 2013 9:55 AM To: Bob Carnwath <lO=FIRST ORGANIZATION/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Bob Carnwath>, [email protected] <[email protected]> Los Cerritos revised architecturals ------_._-- ____.. -....:::5 Attachm~n!~&1..MB MEP engineer still working on their stuff. This should give you an idea of the additional requirements.

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

-.-.-----------.

A700 " REVISIONS:

" REVISIONS:

1==4~--::;=:.~­ -.!l';:=;:;F;7.ll-l- - - -n.,lf!f+ : ==~ --.- .... =~'":r .•' ' SECTION DETAIL ® ~~~;>~~3ETAIL @KITCHEN

f::.".:::;;::<.:.::;::;-:.::;::;1--- =::;:,;~ ~~~~l:--~==-~ ==..'=".... ~~l=:~,;:;E' ==:::.~

® ~~T!~.~"'OETAIL @OFFICE A601 REVISIONS:"

---- --- M ......... _ _

-- -.-.,- ~_ol'" ........... -"'-_01

-- =.:--= .. '! >- ~ ::E ~ . a: " <J J:

.g J: <J en Z . a: a: a: a: ~ w <J t- 9i

A600

» » 1-.-1 SHCmER HEAD T

"""" hood ~FJXtureSdMldUIo M"",I""";:"'"'I TaD - ROOM3: SHOWER

.• 4A TD<l.Er SINK DOUBLE SINK ToiGt·Oom ""'-30 llrxl9" 42"x21" TaD TaD TBD ROOM<4:W/c ROOM4:W/C ROOM 6: KITCHEN SINK T_ _ 19"x19' TBD TO'-£T TBD _'0 TaD SHOWER """"

}-- HEAD hood TD<l.Er Toiet·Oom TaD ......0 SINK 10"Xllr' TaD

SUNSET AREA ---"-'- ~""'" ~- ~ . SINK SINK TD<l.Er SHCmER HEAD 19'" X10" 10"xl9" Toilet-Dom ......0 """" hood TaD TBD TBD TaD U_ pVCBuct 0"" '. SINK lU"X19' SINK 19"xl9" SHOWER HEAD TOILET """" hood Toitt·Oom ROOMrt:Yj/C ......0 C\

H ." ~ ." g :0 ." ~ Z -l

CD ~~~~.~';D PLAN - FIRST FLOOR REAR ® ~~~!7:~';D PLAN - SECOND FLOOR REAR

.

J:: » I\.) . !H m'" ~ ~QO ~~ ~~i 1l IS- ~~ ..

TRI-BAR RANCH COMPANY ~ LOS CERRITOS HANGAR ~'-t!iH~i5 .[ \!;- ~ H~!~U !foB'" •. [lot"'I'" ~ • ~~~~I~ AROHIT'OTS - INO. i~< I H In I t:Z J:: /; ! $;:"< e.g! I I\.) II ~fH[H 222 AUSTIN HIGHWAY SAN ANTONIO, TEXAS 78209 I In

~ " 0 B. ' r zto .20 333Z f 210 820 333l. W JOtiHCRUl,.E.Cl»t I-' '" Kyle Kieke <[email protected]>&' February 4, 2013 8:56 AM To: Steve Schiffman <[email protected]>, [email protected] <[email protected]>, John Grable <I0=MEX02/ OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Jgrable.johngrable.com_55280b3ab>, Matthew Martinez </O=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Mmartinez.johngrable.com_aa5dd8392> Cc: Jack Green <[email protected]> Los Cerritos Weekly Report - 03 Feb Attachment, 47 KB

Received new interior floorplan/elevation/wall section drawings on Friday. Still awaiting interior elevations, new door and window schedules, revised MEP and Engineering drawings.

Thanks,

Kyle Kieke

Project Superintendent SSS Construction [email protected] C: 830-388-9267 F: 830-981-5303

1378 Los C . 3.dQC C1Z...KID Kyle Kieke <[email protected]> February 4, 2013 9:55 AM To: Matthew Martinez </O=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Mmartinez.johngrable.com_aa5dd8392>, John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Jgrable.johngrable.com_55280b3ab> Cc: Jack Green <[email protected]>, [email protected] <[email protected]> revised floorplan questions

Matt/John,

Couple questions regarding the revised interior plans:

Can we label the bedroomslbaths for clarification?

Downstairs bedroom, new drawings give dimension of 19' 5" and old drawings give dimension of 18' 8 V2". This dimension cannot be 19' 5" because of the structural column next to the armoire area. Please check to make sure this won't conflict with anything (I don't see a problem with it).

Why frame the corner of the media room so large around the corner structural column? If this is a true media room then why not use this space for media equipment, surround sound, etc. Will this room be pre-wired for surround sound?

Are all additional bedroom egress windows 2-0x5-0?

Will the upper mezzanine guardrails and stairs to 2 nd floor be painted?

Also need updated door/window schedules.

Plumber is asking for plumbing fixture schedule. This is critical for rough-in.

Trying to get pricing for all of this so the sooner the better.

Thanks, Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 Matthew Martinez <lO=MEX02/0U=EXCHANGE Fe~ary 4, 2013 9:56 AM ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)1 CN=RECIPIENTS/CN=MMARTINEZ.JOHNGRABLE.COM_AA5DD8392> To: Kyle Kieke <[email protected]> Cc: Thomas Pittman <[email protected]>, John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/ CN=Jgrable.johngrable.com_55280b3ab> RE: Los Cerritos Weekly Report - 03 Feb Attachments, 1 MB

Kyle, here are some updated plans with more info, and building sections through the back pods.

Unfortunately we are going to have to drop the floor level, we can't make the HVAC systems work the way the owner has asked or get the ext stairs to work, without dropping the f.f. level to 10' 11-3/4 " we are working with rod right now regarding the ext sheathing for the living units, we may end up doing a mix of angelim and metal siding, just want to give you a heads up, I should have some interior elevations to you by the end of the day and ill check in with mep and structural for any updates, thanks -matt

MATTHEW M. MARTINEZ, ASSOC. AlA

222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209

E: MMARTINEZf1i)JOHNGRABLE.COM

P: 210·820·3332 EX. 3S

W: W,VWJOHNGRABlE.COt-t

From: Kyle Kieke [mailto:[email protected]] sent: Monday, February 04,2013 8:56 AM To: Steve Schiffman; [email protected]; John Grable; Matthew Martinez ee: Jack Green Subject: Los Cerritos Weekly Report - 03 Feb

Received new interior floorplan/elevation/wall section drawings on Friday. Still awaiting interior elevations, new door and window schedules, revised MEP and Engineering drawings.

Thanks,

Kyle Kieke

Project Superintendent S8S Construction [email protected] C: 830-388-9267 F: 830-981-5303

M Il.EVISIatS: A600

!II Kyle Kieke <[email protected]>&' January 29, 2013 9:05 PM To: [email protected] <[email protected]>, John Grable <IO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)1 CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab>, Matthew Martinez <IO=MEX021 OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTSI CN=Mmartinez.johngrable.com_aa5dd8392> Cc: Jack Green <[email protected]> anchor bolt pictures

I have to re-tap some of the holes because we're hitting reinforcing steel. We should be 100% tomorrow.

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 From: Kyle Kieke <[email protected]> Sent: Wednesday, January 30, 2013 1:59 PM To: Victor M. De Anda Jr. <[email protected]>; John Grable <[email protected]> Cc: Matthew Martinez <[email protected]>; Jack Green <[email protected]> Subject: Window framing conflict Attach: IMG_20130130_103059_744.jpg; LOS CERRITOS HANGAR_A400_EXT.

ELEVS.pdf

Here is the window picture you requested. I just spoke to John and he said that if we need to break up the windows at the mullions and add supports, that's ok.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 IMG_20130130_103059_744.jpg LOS CERRITOS HANGAR_A400_EXT. ELEVS.pdf !lifi.l==,"",,;jx~~=r ;:J~~~f~t' F,f.lOFT 1"'0 ~~f~C~~:T~~.l.NOS, () IJlClf\Ttcr

,-,.

F.F

o o

T,O.W.@RIGID FRAME -31'·3"

I 1 " ' ; - - - I<QS[BllIOC~Of

~ 1'OCK£llHj')..l/,AA\L _ . F,E ~~ ,-,.

1;-"-- " S' SCALE 1P3' 10' 20' 30'

» ~ x S ~

~ 8 . a> TRI-BAR RANCH COMPANY ~t~~~~~s S.~~g;;;'ii·~ ~

liilll!

LOS CERRITOS HANGAR 3: 0 UVALDE, TX ~ AUSTIN HIGHWAY SAN ANTONIO, TEXAS 78209 0 10 820 3332 F 210 820 3334 WJOHNGRABLE.C From: Jack Green <[email protected]> Sent: Monday, November 12, 2012 5:31 PM To: Matthew Martinez <[email protected]> Cc: Jack Green <[email protected]>; John Grable <[email protected]>; Tom Pittman <[email protected]> Subject: Re: RIGID FRAME - WIND BENT CONFLICTS

Aware of this issue, working on remedies, have some answers tomorrow.

Thanks, Jack Green SBS Construction and Development Business Development 210-789-1898

On Nov 12,2012, at 5:17 PM, "Matthew Martinez" <mmartinez(cv,johngrable.com> wrote: JACK, PLEASE FIND ATIACHED SHOP DRAWINGS, PAGES 14 AND 15 SHOW THE CONFLICT AREAS WITH RED ANNOTATIONS. IN SUMMARY, THE CROSS BRACING NEEDS TO INTERSECT WITH THE UPPER SPANDREL BEAM, AND THERE ARE SOME MISSALIGNMENTS IN THE BOLT HOLE LOCATIONS @THEWIND BENT TO RIGID FRAME CONNECTIONS. ALL PARTIES ARE WORRIED THATTHE SLOTS MADE TO ACCOMMODATE THESE ALIGNMENTS MIGHT UNDERMINE THE STRUCTURAL INTEGRITY OF THE BUILDING ... WE'RE EVENTUALLY LOOKING FOR SOME DOCUMENTED REMEDIES FROM THE PEMB. LET ME KNOW IF YOU HAVE ANY QUESTIONS, THANKS -MATI

<image001.jpg> MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 w: WWVV.JOHNGRABLE.COM

<Los Cerritos - Drawing Set MARKUP.pdf> RE (65).msg From: Steve Schiffman <[email protected]> Sent: Wednesday, November 14,20127:00 PM To: John Grable <[email protected]>; Torn Pittman <[email protected]> Cc: Matthew Martinez <[email protected]>; Jack Green <[email protected]>; Dave Morgan <[email protected]>; [email protected]; Bill Leonard <[email protected]>; Randy Ferrell <[email protected]>; Fred Koetting <[email protected]> Subject: RE:

Gentlemen: I received the email from John. I have called John and talked with Tom. We have had discussions and consulted with Schulte Building Systems. Along with Jack Green we have assessed comments. We have forwarded letters from Schulte's engineer in regards to future action to be taken. I have reviewed the erection today along with our metal building erection team Bill Leonard and Randy Ferrell.

The time period in the specifications has never been enforced by Schulte Building Materials upon SBS Construction due to the ongoing relationship between the parties and the volume of business SBS does with Schulte and therefore SBS was not concerned with the time period limitation of the specification. To ease concern the specification has formally been extended to thirty days by Schulte in the letter forwarded today.

Schulte and SBS have teamed on many projects and neither has used the denotations in the specifications to circumvent responsibility for justified actions or structural compliance.

SBS in discussion with the erector knew of field modifications prior to correspondence from the architect. SBS instructed the erection crew to cease further modifications. SBS after learning from the erection crew that modifications were necessary dispatched Bill Leonard first thing yesterday morning to access the erection and gather appropriate information to professionally analyze and discuss the erection process with Schulte. SBS contacted Schulte shortly after the assessment was made and pictures were forwarded to discuss the areas that had been field modified with Schulte. Without proper photographs and personal review a discussion with Schulte would have been simply to put Schulte on notice about perceived erection field modifications that are not considered irregular in the industry.

The two field modifications that have been reflected upon were the misalignment of bolt holes marrying the wind bents to the taped column and the flange on the wind bent being modified to fit inside the taped column flange where they marry. Neither have been deemed concerns by Schulte's structural engineer. Nevertheless, Schulte is arranging their engineer to be on site before week end to visually inspect the modifications and write a report.

All components when unloaded as normal procedure were segregated by type, inventoried and verified.

The SBS team will wait for Schulte's field assessment and consult with the owner's representatives in regards to any corrective action/process recommended by the structural engineer and proceed from that point. SBS will continue the erection process but will not proceed with any future erection discrepancies without giving the owner representative notice to assess and respond with direction.

Both SBS and Schulte's sole intent is to deliver a quality new structure that will service the owner appropriately for years to come.

Stephen S. Schiffman, President SBS Construction Scenic Loop Road Boerne, Texas 78006 Office: 830-981-5929 Fax: 830-981-5308 Direct Line: 830-981-5945 Cell: 210--379-7708 Email: [email protected]

On Nov 13, 2012, at 4:59 PM, "John Grable" <[email protected]> wrote: Jack Notifying you that we called Schulte Building Systems just before noon to discuss concerns with Eric Keys that the Wind Bents predrilled holes were not aligning up and were being field modified (or slotted) to fit by your erection crew. My main concern that promted my call was (after reading today on shop drawings that contractor had 5 days to alert Schulte of any defects) and that today was last day per shop drawing specs that replacement of defected parts were not allowed -I wanted know what plan of action you had taken. Eric said he had not heard from you yet and would probably call you to discuss this issue.

Specs also called for no field adjustments to delivered building without contacting Schulte and receiving approval for field modifications and since your erection crews were doing this without prior consent from PEBM manufacturer (unless someone from SBS had contacted another party at Schulte) 1 am alerting you to this fact.

Has anyone from SBS visited the site and verified that all PEBM building components are true and correct to the plans and specifications?

The Owner is paying for a brand new PEMB and will not accept anything less than same. Based on my series of statements and questions above - the Owner wants a written plan of action to rectify all known and unknown problems by noon tomorrow.

Considering how building delivery process history - 1would like to think that all building components were inspected and verified immediately after delivery in case there were any adjustments to be made based on the Schulte Building System specifications outlined on the shop drawings.

Awaiting your plan of action Thank you John <image003.jpg> www.johngrable.com From: John Grable <[email protected]> Sent: Monday, November 26,20127:02 PM To: Thomas Pittman <[email protected]>; Rod Lewis <[email protected]> Cc: Pamak Charkhchi <[email protected]>; '[email protected]'; Matthew Martinez <[email protected]>; Bob Cardin <[email protected]> Subject: RE: Uvalde Hangar flight request site visit

Thank you Tom Victor De Anda has some other follow up/backup ideas as well He is satisfied with the PEMB supplier Best John

JOHN GRABLf JOHN GRABLE FArA

www.johngrable.com

From: Thomas Pittman [mailto:[email protected]] sent: Monday, November 26, 2012 6:59 PM To: John Grable; Rod Lewis Cc: Parnak Charkhchi; '[email protected]'; Matthew Martinez; Bob Cardin Subject: Re: Uvalde Hangar flight request site visit To expand. Connection bolts are A325 bolts. Standard bolt. 355 ft Ibs of torque. I asked that we have an engineers inspection to verify.

From: John Grable [mailto:[email protected]] sent: Monday, November 26,201206:50 PM To: Rod Lewis Cc: Parnak Charkhchi; Tony Weigand <[email protected]>; Thomas Pittman; Matthew Martinez <[email protected]>; Bob Cardin Subject: RE: Uvalde Hangar flight request site visit Rod Thank you - we are booked on the Pilatus for Wed @ 8:30 am This is a critical juncture for this project.

We will verify all issues as discuss...a full report with photos will be provided.

If all items turn out to be per plans and specs we will still call for a 100% testing of all bolt torque ratings performed by Schulte Building Systems Engineering Department.

Tom Pittman met with them a couple of weeks ago at site to review all delivered steel components and connections. At that time all was satisfactory.

Knowing that Bob Cardin knows what is required for the fueling station and based on two personal meetings with him I now offer 3 scenarios for fuel station location per attached drawings. My design instincts guided by his feedback has prompted these 3 studies to flush out best location of fuel station for the present and future uses.

I am convinced at this time that the fuel station should be located along the side of the hangar building and not perpendicular to the front concrete apron as originally shown.

I will study this during the site visit and have a review meeting scheduled with Bob Cardin to walk through all 3 schemes for final feedback from him Not trying to beat a dead horse ...just want it right for you.

Respectfully John

JOHN GRABLf JOHN GRABLE FArA www.johngrable.com

From: Rod Lewis [mailto:[email protected]] sent: Monday, November 26, 2012 2: 13 PM To: John Grable Cc: Parnak Charkhchi; Tony Weigand; Thomas Pittman; Matthew Martinez; Bob Cardin Subject: RE: Uvalde Hangar flight request site visit John- I guess you got the jest of my email to the guys. I will feel much more comfortable after we get the torqued checked out and the metal thickness verified.

On location of the fueling station that looks good to me, but coordinate with Bob C as he know what we need and where we need it.

On aircraft, you are welcome to fly out in the Cirrus if it is still there. If not the Pilatus. Thanks.

From: John Grable [mailto:[email protected]] sent: Monday, November 26,20122:28 PM To: Rod Lewis Cc: Parnak Charkhchi; Tony Weigand; Thomas Pittman; Matthew Martinez Subject: Uvalde Hangar flight request site visit Rod I am respectfully requesting an early morning flight - Wednesday November 28, 2012 to Los Cerritos Ranch for the purpose of my Construction Observation field visit for Matt Martinez and myself.

I have the structural Engineer Victor De Anda and Tom Pittman scheduled to meet us there to follow up on the Schulte Building engineering team and SBS that met TP for review of install techniques.

Purpose is to perform a thorough review of install techniques and bolt torque.

Building specifications call for a more rigid steel frame with the following structural requirements: 1. LL over 360 more rigi9d requirement due to masonry not metal skin veneer 2. Winds load design data of 90 mph gusts up to 3 second gusts 3. International Building Codes (IBC 2009) floor live load of 150 pounds per sq ft 4. Reinforced concrete foundation using 4000 psi design mix This building is not a light weight structure and the height may make the steel appear to light or small- we must revivify what Schulte Building Systems has told us Will also check on upcoming fuel station location ...

Have you had a chance to review what I have sent on Friday - trying to provide options that will allow proper information for the correct long term decisions I would like to meet with you this week to review - perhaps prior to my proposed site visit?

Please see break down of building structural components...

Note that there are structural emu walls similar to those at LEG Yard that work in tandem to the Rigid Structural Steel Frame we could present model to you on computer if you have time to meet on the fueling station.

Respectfully John

JOHN GRABLf JOHN GRABLE rAtA

www.johngrable.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED.

IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED.

THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED.

IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED.

THANK YOU!

From: John Grable <[email protected]> Sent: Monday, December 3,2012 10:46 PM To: Rod Lewis <[email protected]> tc: Pamak Charkhchi <[email protected]>; Tony Weigand <[email protected]>; [email protected]; Matthew Martinez <[email protected]>; [email protected] Subject: Uvalde Hangar site visit Attach: LOS CERRITOS SITE VISIT_11-28-12.pdf

Rod Attached please find my report for the Uvalde Hangar site visit.

Please note the smaller hangar door size as originally requested by Don Wilson but reviewed and not identified as a problem by Bo Cardin or TP or JGA based on actual aircraft dimensions - (highlighted in yellow) Best John

JOHN GRABLE ! I JOHN GRABLE FAH\

www.johngrable.com LOS CERRITOS SITE VISIT_11-28-12.pdf ,r\ (, LOS CERRITOS SITE VISIT - 11/28/12 Attending: Bob Cardin LEG, Tom Pittman GCC, Jack Green & Kyle (superintendant) SBS, Victor De Anda SSEI, John Grable - Matt Martinez JGA RAMP LAYOUT • CURRENT 100 X 100' CONCRETE APRON FORMED AND REINFORCING STEEL IN PLACE - NO NEED FOR CONDUIT FOR ELECTRICAL LIGHTING OR PLANE TIE DOWNS. BC RECOMMENDS WE INCREASE THE WIDTH OF THE CONe. RAMP BY 50' X 100'@ NORTH AND 50' X 120' ON SOUTH FOR HELO LANDING PAD WITH 20' SQUARE GRID WITH FLUSH MOUNTED ROLL-OVER BOlLARD LANDING LIGHTS - THIS ALLOWS FOR SAFE NOCTURNAL LANDINGS WITH SAFE DISTANCE FROM HANGAR. PROVIDE 6 MOORING STATIONS, THREE @ EACH OF THE FLANKING NORTH AND SOUTH END OF THE RAMP EXTENSIONS. LOCATE 2 TANK FUELING STATION ON SOUTH END- TANK CAPACITY TO BE 2K OR 4 K GALLON CAPACITIES - (SEE ATTACHED DRAWINGS).

• FORGED CAST IRON MOORING EYES LOCATED AT THE 2 FLANKING SO' WIDE APRON EXTENSIONS ARE TO BE CAST IN THE CONe. FOR THE MOORING STATIONS-MANUFACTURED BY NEENAH FOUNDRY.

i !

( !

,J

• e::;.

I I .. ',"'" '~" ..~ ,,. ..;.,:.,..

fHI " ," ;ir~, :'l

j LANDING/RUNWAY LIGHTING • BOB CARDIN HAS INITIATED THE GENERAL REQUREMENTS FOR RUNWAY LIGHTS: o WHITE LIGHTS FOR THE RUNWAY PROPER o BLUE LIGHTS FOR THE TAXI-WAY WE HAVE IDENTIFIED THAT THERE IS FUTURE CONDUIT UNDER RUNWAY IS INSTALLED FOR THIS LIGHTING AT NORTH AND SOUTH ENDS.

RIGID FRAME ERECTION • VICTOR DE ANDA, P.E. IS SATIFIED WITH PEMB UPON VISUAL INSPECTION, AND WILL COMPILE REPORT BASED ON SAID INSPECTION ON 11/27/12 • VICTOR APPROVED THE PRE-DRILLING OF HOLES IN LATERAL WALL GIRTS, PRIOR TO C.M.U. INSTALLATION WHICH ALLOWS EXPANSION ANCHORS TO BE COURSED INTO C.M.U. WALL • T P DIRECTED THAT INSTALLED WIND BENT FRAME 6" F.F. TO EXTEND DOWN TO FINISH FLOOR LEVEL - A FLAT STEEL PLATE WILL RECEIVE THE EXTENDED FLANGE ON CONCRETE FLOOR.

• JGA WILL COORDINATE THE ADDITION OF A GALVANIZED METAL PANEL SOFFIT TO ENCLOSE THE CURRENTLY EXPOSED OVERHANGS ON BOTH THE RAKE AND EAVE OVERHANGS FOR PRICING AND APPROVAL - TO MINIMIZE ANY OPPORTUNITY FOR NESTING CRIDERS.

• AN INDEPENDENT TESTING LAB WILL TEST ALL BOLT TORQUEING SEDINGS TO VERIFIY THAT PEMB CONFORMS TO ALL STRUCTURAL DESIGN SPECIFICATIONS.

• WHEN ORIGINALLY DESIGN FORMER GCC DON WILSON DIRECTED THAT HANGAR DOOR TO OPEN 80' CLEAR - THE PEMB HAS CONFIGURED THE DOOR TO OPEN AT 75'. SBS STATED THEY WOULD PROVIDE HANGAR DOOR POCKET EXTENSIONS OF 2'-6" AT EACH END PER SSEI SUPLEMENTAL DRAWINGS. HANGAR DOOR WAS RAISE FROM 22' TO 26' WHEN THE BUILDING HEIGHT WAS RAISED 4 'IN HEIGHTTO HOUSE THE NEWLY PURCHASED 2000LXs - WITH A WINGSPAN OF 70'.2.5' CLEAR AT EACH WING END IS SATIFACTORY PER BC AND SEES NO NEED TO CHANGE 75' WIDE OPENING TO 80'.

• THE HANGAR WILL NOT ACCOMMODATE THE FALCON 7X, AS THE WINGSPAN IS ABOVE 83' IN LENGTH AND THE TAIL IS 26'-1", THE HANGAR DOOR AS ROUGHED -IN IS 75' AND 26' TALL-SO ADJUSTING THE FUNCTIONAL WIDTH DIMENSION SERVES NO FUNCTION.

SITE INFRASTRUCTURE LOGISTICS: • GCC TO INITIATE TESTING OF THE QUALITY AND FLOW RATE OF THE EXISINTG WATER WELL LOCATED TO THE SOUTH OF THE GREEN RANCH HAND HEADQUARTERS TO VERIFY HANGAR CAN BE SERVED • SBS TO INITIATE TESTING OF SOILS AT PROPOSED NEW RAMP EXPANSION WINGS AND PROPOSED REAR DRIVE LEADING UP TO HANGAR REAR OVERHEAD COIL DOOR - THE SLOPED EDGE OF THIS RAISED COMPACTED FILL BASE IS TOO STEEP FOR ACCESS DRIVE APPROACH REQUESTED EARLIER BY ROD.

• GCC TO FINALIZE ELECTRICAL EASEMENT ISSUE SO LOCAL UTILITY CAN INSTALL NEW SINGLE PHASE UNDERGROUND SERVICE TO HANGAR.

STRUCTURAL ENGINEERING REPORT: • VICTOR DE ANDA IS WORKING ON HIS REPORT BUT OVERALL WAS PLEASED WITH ALL ATRIBUTES OF THE PEMB INCLUDING QUALITY OF MANUFACTURE AND STRUCTURAL INTEGRITY. SBS DELIVERED SHULTE BUILDING SHOP DRAWINGS THAT WERE SIGN AND SEALED BY THEIR IN HOUSE STRUCTURAL ENGINEER. VICTOR IS REVIEWING THEM THIS WEEK.

• VICTOR'S RESEARCH OF THE COMPANY PROVED THAT THEIR CREDENTIALS WERE UP TO ALL INDUSTRY STANDARDS AND HE WAS IMPRESSED BY THE MANY DECADES THIS COMPOANY HAS BEEN IN BUSINESS.

MATERIAL SElCTION PALETTE: • JGA TO FORWARD EXTERIOR MATERIAL PALLETIE SELECTIONS AS APPROVED BY RL TO SBS INCLUDING THE FOLLOWING: o CMU INFILL WALLS o EXTERIOR LIMESTONE - 3 TYPE MIX - SISTERDALE, NICOTENE, & TEXAS CREME BLEND WITH GERMAN SMEAR JOINT o ANGELIN HARDWOOD FOR OFFICE POD INFILL o PEMB RIGID FRAME PAINT COLORS MINIMUM (2)- DARKER VALUE FOR MAIN STRUCUTRE AND LIGHTER SHADE FOR SECONDARY STRUCTURE

ROOF EAVE OVERHANG HANGAR CLERESTORY

HANGAR DOOR POCKET From: Matthew Martinez <[email protected]> Sent: Wednesday, January 23, 2013 9:20 AM To: John Grable <[email protected]> Cc: Thomas Pittman <[email protected]> Subject: FW: Uvalde Hangar site visit Attach: LOS CERRITOS SITE VISIT_II-28-12.pdf

DOOR ISSUE WAS HIGHLIGHTED IN YELLOW, SEE ATIACHED, THIS WAS SUBMITIED ON THE 3 RD OF DEC.

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM

From: John Grable sent: Wednesday, January 23, 2013 9: 18 AM To: Matthew Martinez Subject: FW: Uvalde Hangar site visit

JOHN GRABLf C i";

JOHN GRABLE FAiA

www.johngrable.com

From: John Grable sent: Monday, December 03, 2012 10:46 PM To: Rod Lewis Cc: Parnak Charkhchi; Tony Weigand; [email protected]; Matthew Martinez; [email protected] Subject: Uvalde Hangar site visit Rod Attached please find my report for the Uvalde Hangar site visit.

Please note the smaller hangar door size as originally requested by Don Wilson but reviewed and not identified as a problem by Bo Cardin or TP or JGA based on actual aircraft dimensions - (highlighted in yellow) Best John

JOHN.GRABLf JOHN G.RABLE FA11I

www.johngrable.com LOS CERRITOS SITE VISIT_11-28-12.pdf LOS CERRITOS SITE VISIT - 11/28/12 Attending: Bob Cardin LEG, Tom Pittman GCC, Jack Green & Kyle (superintendant) SBS, Victor De Anda SSEI, John Grable - Matt Martinez JGA

RAMP LAYOUT • CURRENT 100 X 100' CONCRETE APRON FORMED AND REINFORCING STEEL IN PLACE - NO NEED FOR CONDUIT FOR ELECTRICAL LIGHTING OR PLANE TIE DOWNS. BC RECOMMENDS WE INCREASE THE WIDTH OF THE CONe. RAMP BY 50' X 100'@ NORTH AND 50' X 120' ON SOUTH FOR HELO LANDING PAD WITH 20' SQUARE GRID WITH FLUSH MOUNTED ROLL-OVER BOLLARD LANDING LIGHTS - THIS ALLOWS FOR SAFE NOCTURNAL LANDINGS WITH SAFE DISTANCE FROM HANGAR. PROVIDE 6 MOORING STATIONS, THREE @ EACH OF THE FLANKING NORTH AND SOUTH END OF THE RAMP EXTENSIONS. LOCATE 2 TANK FUELING STATION ON SOUTH END- TANK CAPACITY TO BE 2K OR 4 K GALLON CAPACITIES - (SEE ATTACHED DRAWINGS).

• FORGED CAST IRON MOORING EYES LOCATED AT THE 2 FLANKING 50' WIDE APRON EXTENSIONS ARE TO BE CAST IN THE CONe. FOR THE MOORING STATIONS-MANUFACTURED BY NEENAH FOUNDRY.

LANDING/RUNWAY LIGHTING • BOB CARDIN HAS INITIATED THE GENERAL REQUREMENTS FOR RUNWAY LIGHTS: o WHITE LIGHTS FOR THE RUNWAY PROPER o BLUE LIGHTS FOR THE TAXI-WAY WE HAVE IDENTIFIED THAT THERE IS FUTURE CONDUIT UNDER RUNWAY IS INSTALLED FOR THIS LIGHTING AT NORTH AND SOUTH ENDS.

RIGID FRAME ERECTION • VICTOR DE ANDA, P.E. IS SATIFIED WITH PEMB UPON VISUAL INSPECTION, AND WILL COMPILE REPORT BASED ON SAID INSPECTION ON 11/27/12 • VICTOR APPROVED THE PRE-DRILLING OF HOLES IN LATERAL WALL GIRTS, PRIOR TO C.M.U. INSTALLATION WHICH ALLOWS EXPANSION ANCHORS TO BE COURSED INTO C.M.U. WALL • T P DIRECTED THAT INSTALLED WIND BENT FRAME 6" F.F. TO EXTEND DOWN TO FINISH FLOOR LEVEL - A FLAT STEEL PLATE WILL RECEIVE THE EXTENDED FLANGE ON CONCRETE FLOOR.

• JGA WILL COORDINATE THE ADDITION OF A GALVANIZED METAL PANEL SOFFIT TO ENCLOSE THE CURRENTLY EXPOSED OVERHANGS ON BOTH THE RAKE AND EAVE OVERHANGS FOR PRICING AND APPROVAL - TO MINIMIZE ANY OPPORTUNITY FOR NESTING CRITIERS.

• AN INDEPENDENT TESTING LAB WILL TEST ALL BOLT TORQUEING SETIINGS TO VERIFIY THAT PEMB CONFORMS TO ALL STRUCTURAL DESIGN SPECIFICATIONS.

• WHEN ORIGINALLY DESIGN FORMER GCC DON WILSON DIRECTED THAT HANGAR DOOR TO OPEN 80' CLEAR - THE PEMB HAS CONFIGURED THE DOOR TO OPEN AT 75'. SBS STATED THEY WOULD PROVIDE HANGAR DOOR POCKET EXTENSIONS OF 2'-6" AT EACH END PER SSEI SUPLEMENTAL DRAWINGS. HANGAR DOOR WAS RAISE FROM 22' TO 26' WHEN THE BUILDING HEIGHT WAS RAISED 4 'IN HEIGHT TO HOUSE THE NEWLY PURCHASED 2000LXs WITH A WINGSPAN OF 70'.2.5' CLEAR AT EACH WING END IS SATIFACTORY PER BC AND SEES NO NEED TO CHANGE 75' WIDE OPENING TO 80'.

• THE HANGAR WILL NOT ACCOMMODATE THE FALCON 7X, AS THE WINGSPAN IS ABOVE 83' IN LENGTH AND THE TAIL IS 26'-1", THE HANGAR DOOR AS ROUGHED -IN IS 75' AND 26' TALL - SO ADJUSTING THE FUNCTIONAL WIDTH DIMENSION SERVES NO FUNCTION.

SITE INFRASTRUCTURE LOGISTICS: • GCC TO INITIATE TESTING OF THE QUALITY AND FLOW RATE OF THE EXISINTG WATER WELL LOCATED TO THE SOUTH OF THE GREEN RANCH HAND HEADQUARTERS TO VERIFY HANGAR CAN BE SERVED • SBS TO INITIATE TESTING OF SOILS AT PROPOSED NEW RAMP EXPANSION WINGS AND PROPOSED REAR DRIVE LEADING UP TO HANGAR REAR OVERHEAD COIL DOOR - THE SLOPED EDGE OF THIS RAISED COMPACTED FILL BASE IS TOO STEEP FOR ACCESS DRIVE APPROACH REQUESTED EARLIER BY ROD.

• GCC TO FINALIZE ELECTRICAL EASEMENT ISSUE SO LOCAL UTILITY CAN INSTALL NEW SINGLE PHASE UNDERGROUND SERVICE TO HANGAR.

STRUCTURAL ENGINEERING REPORT: • VICTOR DE ANDA IS WORKING ON HIS REPORT BUT OVERALL WAS PLEASED WITH ALL ATRIBUTES OF THE PEMB INCLUDING QUALITY OF MANUFACTURE AND STRUCTURAL INTEGRITY. SBS DELIVERED SHULTE BUILDING SHOP DRAWINGS THAT WERE SIGN AND SEALED BY THEIR IN HOUSE STRUCTURAL ENGINEER. VICTOR IS REVIEWING THEM THIS WEEK.

• VICTOR'S RESEARCH OF THE COMPANY PROVED THAT THEIR CREDENTIALS WERE UP TO ALL INDUSTRY STANDARDS AND HE WAS IMPRESSED BY THE MANY DECADES THIS COMPOANY HAS BEEN IN BUSINESS.

MATERIAL SELCTION PALETTE: • JGA TO FORWARD EXTERIOR MATERIAL PALLETIE SELECTIONS AS APPROVED BY RL TO SBS INCLUDING THE FOLLOWING: o CMU INFILL WALLS o EXTERIOR L1MESTONE-3 TYPE MIX-SISTERDALE, NICOTENE, & TEXAS CREME BLEND WITH GERMAN SMEAR JOINT o ANGELIN HARDWOOD FOR OFFICE POD INFILL o PEMB RIGID FRAME PAINT COLORS MINIMUM (2)- DARKER VALUE FOR MAIN STRUCUTRE AND LIGHTER SHADE FOR SECONDARY STRUCTURE

ROOF EAVE OVERHANG HANGAR CLERESTORY

HANGAR DOOR POCKET Re Corrugated Panels (221).msg From: Rod Lewis <[email protected]> Sent: Wednesday, January 23, 2013 11 :27 AM To: Thomas Pittman <[email protected]> Cc: '[email protected]'; Parnak Charkhchi <[email protected]>; Monica Rokohl <[email protected]>; John Grable <[email protected]> Subject: RE: More thoughts

This should take care of the problem at hand. Thanks for digging into it and coming up with a reasonable resolution.

On getting things back to 80' opening, let's discuss how that is to be done and what effect that has on the project. I don't want anything that looks scabbed on as you well know. -----Original Message----- From: Thomas Pittman Sent: Wednesday, January 23, 2013 11 :07 AM To: Rod Lewis Cc: '[email protected]'; Pamak Charkhchi; Monica Rokohl; John Grable Subject: Re: More thoughts Hello Rod, 1. Agree on the windows and will get with John on that.

2. Meeting with Benny on Monday to get a game plan for the capturing the rain run off. Also will get Lingo involved and notified.

3. Let us explore the options we have on the office, Rod, and get them in front of you ASAP.

After further review on the hangar door I have found the following: On December 3rd a site report by JGA highlighted the fact that the opening was 75' and the original intent was to have an 80' opening.

SBS said they could modify to give us the 80' opening. To clarify, the clearance we have right now is 76'2" giving us approximately 2'6" on each side of the 2000LX. Regardless, you were told you would have an 80' opening and you will.

This identifies a fundamental problem... A lack of communication, and I will take this responsibility on myself. As oftoday, everyone involved will be required to issue documentation of any supplemental instruction, any field modification, any pending or proposed Change Order or anything that differs from the Construction Documents that we have. All of these will be in writing and reflected in the CD's. In tum, I will forward these to you and Tony to make sure we are all on the same sheet of paper.

I think we have the production ramping up into the gear it needs to be and will make sure that we continue in that mode. I will also make sure that everyone knows that a failure to notify me of any alterations or field modifications could lead to termination.

Thomas L. Pittman Director of Construction, Lewis Energy G [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216

On 1/23/13 10:26 AM, "Rod Lewis" <[email protected]> wrote: > 1) Windows in bedroom- there is the northwest comer of the bedroom >that we can still frame out for a window. The room might feel better >with a window in it. What are the thoughts. We can also frame one or >two out to the inside hangar as well. >2) Drainage off the roof. I spoke to Tom and Benny about my ideas there >to feed the closest tank. >3) Office area is too small. What are we going to do there? We can use >that area for a shower bathroom and build me a separate office near the >other buildings to the north. Or place a separate building to the south >to match what is on the north. We can also pull the wall in the 3' it >is extending into the inside of the hangar.

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.c. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

Kyle Kieke <[email protected]> January 30, 2013 8:23 AM To: John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab>, Matthew Martinez <IO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Mmartinez.johngrable.com_aa5dd8392> Cc: Jack Green <[email protected]> steps for extending door pockets

Pour additional slab footing and cut existing slab to allow for bottom door track extension.

Install two additional heavy steel columns which will form new pocket end wall.

Install additional lateral framing between new columns and existing structure.

Remove old end wall framing and cable cross braces and move all pieces to new end wall.

Install rafter extensions and purlins for additional roofing Extend lower and upper door track.

Remove 13 roof sheets (per side), re-roll and install longer roof sheets.

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 From: John Grable <[email protected]> Sent: Wednesday, January 30, 2013 11:33 AM To: Rod Lewis <[email protected]>; Tom Pittman <[email protected]> Cc: Matthew Martinez <[email protected]>; Parnak Charkhchi <[email protected]> Subject: FW: steps for extending door pockets

Rod Tom Pittman and I had a conference call with Kyle regarding the steps required to make right the original spec for an 80 foot wide door.

Kyle has submitted the procedure as listed below.

These adjustment are not "scab -on" fixes but brand new additional components and will not affect the look and functionality of the hangar structure.

This will not result in any additional cost to you - SBS will pay for this out of their own pocket since this was the original specification.

Kyle Kieke stated he estimates it will take 3 weeks to complete these adjustments abut is waiting for the metal building supplier to confirm delivery of the additional steel columns that are located in the back of the interior of the hangar door pocket.

JOHN GRABLE JOHN GRABLE fArA

www.johngrable.com

From: Kyle Kieke [mailto:[email protected]] sent: Wednesday, January 30, 2013 8:23 AM To: John Grable; Matthew Martinez Cc: Jack Green Subject: steps for extending door pockets Pour additional slab footing and cut existing slab to allow for bottom door track extension.

Install two additional heavy steel columns which will form new pocket end wall.

Install additional lateral framing between new columns and existing structure.

Remove old end wall framing and cable cross braces and move all pieces to new end wall.

Install rafter extensions and purlins for additional roofing Extend lower and upper door track.

Remove 13 roof sheets (per side), re-roll and install longer roof sheets.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 From: Jack Green <[email protected]> Sent: Tuesday, October 23,20126:45 PM To: Thomas Pittman <[email protected]>; John Grable <[email protected]> Subject: 1378 Los Cerritos Hangar Week Ending 121023 Attach: 1378 Los Cerritos Hangar Week Ending 121023.pdf

Tom/John, Please see the attached report.

I feel a little clarification is warranted regarding our draws; Draw one was submitted on July 27 th for work that was completed during the month of July, this was paid on 9/6/2012.

Draw two was submitted on August 31 st for work that was completed during the month of August, this was paid on 10/19/2012.

Draw three was submitted on September 29 th for work completed during the month of September, this payment is still pending.

Steve misspoke on regards to the number of payments that have been paid, but the implication that SBS is ahead of its draws is neither fair nor accurate, only work that has been completed has been drawn against.

The delay in payment on draw number two has caused problems in regards to maintaining a project schedule, mostly with the pouring of the remainder of the concrete, we only have one supplier to work with and now they have requested all payments COD. I am still trying to negotiate this with the supplier and will keep you informed of my progress, the outcome of these negotiations will determine a pour date.

I am receiving my first load of steel for the building on Thursday {10/25/2012}. Skytrack is being delivered tomorrow and I will be onsite Thursday to observe the material delivery.

Let me know if you have any questions.

Regards,

Jack RGreen LEED Green Associate Project Managerl Business Development SBS Construction and Development Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax From: Jack Green <[email protected]> Sent: Tuesday, October 23,20126:45 PM To: Thomas Pittman <[email protected]>; John Grable <[email protected]> Subject: 1378 Los Cerritos Hangar Week Ending 121023 Attach: 1378 Los Cerritos Hangar Week Ending 121023.pdf

Tom/John, Please see the attached report.

I feel a little clarification is warranted regarding our draws; Draw one was submitted on July 27 th for work that was completed during the month of July, this was paid on 9/6/2012.

Draw two was submitted on August 31 st for work that was completed during the month of August, this was paid on 10/19/2012.

Draw three was submitted on September 29 th for work completed during the month of September, this payment is still pending.

Steve misspoke on regards to the number of payments that have been paid, but the implication that SBS is ahead of its draws is neither fair nor accurate, only work that has been completed has been drawn against.

The delay in payment on draw number two has caused problems in regards to maintaining a project schedule, mostly with the pouring of the remainder of the concrete, we only have one supplier to work with and now they have requested all payments COD. I am still trying to negotiate this with the supplier and will keep you informed of my progress, the outcome of these negotiations will determine a pour date.

I am receiving my first load of steel for the building on Thursday (10/25/2012). Skytrack is being delivered tomorrow and I will be onsite Thursday to observe the material delivery.

Let me know if you have any questions.

Regards,

Jack R Green LEED Green Associate Project Manager IBusiness Development SBS Construction and Development Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax From: Garrett Glass <[email protected]> Sent: Friday, November 2,2012 10:28 PM To: Rod Lewis <[email protected]> Cc: Thomas Pittman <[email protected]>; John Grable <[email protected]>; Craig Rosenstein <[email protected]>; [email protected]; Parnak Charkhchi <[email protected]>; Tony Trevino <[email protected]> Subject: Re: Uvalde Hangar building delivery

10-4 On Nov 2,2012, at 9:17 PM, "Rod Lewis" <[email protected]> wrote: Tony W- let's take care of this asap. Give me your opinion and let's make a quick decision.

Garrett- hold all payments to this company until further notice! Thanks.

From: Thomas Pittman Sent: Friday, November 02,201209:07 PM To: '[email protected]' <[email protected]>; Rod Lewis; Craig Rosenstein Subject: Re: Uvalde Hangar bUilding delivery Time to cut the cord. I don't want to hear the next excuse from them. this is BS. If we don't do this now they will continue to screw us.

From: John Grable fmailto:[email protected]] Sent: Friday, November 02, 201208:27 PM To: Thomas Pittman Cc: Rod Lewis; Parnak Charkhchi; [email protected] <[email protected]>; Matthew Martinez <[email protected]> Subject: Re: Uvalde Hangar building delivery Thanks Tom Rod this initiative has been in progress since we met October 22.

The contract has a check and balance system to protect you

John Grable FAlA www.johngrable.com On Nov 2,2012, at 8:03 PM, "Thomas Pittman" <[email protected]> wrote: Rod, upon delivery they need to give us erection drawings and certification that the building meets the specs. We will verify the gauge etc. I think we need to terminate the contract with them. I have Neena working on it.

They have breached as far as I'm concerned. We can finish this ourselves.

Talk is cheap with them.

From: Rod Lewis Sent: Friday, November 02,201207:28 PM To: '[email protected]' <[email protected]> Cc: Parnak Charkhchi; '[email protected]' <[email protected]>; Thomas Pittman; '[email protected]' < [email protected]> Subject: Re: Uvalde Hangar building delivery Tony/Tom/John- if this company in Hockely Texas is that swamped, I am concerned that we are going to receive the quality of metal structure that we ordered. Who can verify the thickness of the iron and the wind load of the structure. I would hate to put up a half-assed structure at this time. Let's make double and triple sure as I will have very very expensive airplanes inside this structure.

Let me know how you will assure yourselves we are not getting screwed on this structure. This is like a bad dream!!

From: John Grable [mailto:[email protected]] Sent: Friday, November 02,201205:33 PM To: Rod Lewis Cc: Parnak Charkhchi; '[email protected]' <[email protected]>; Thomas Pittman; Matthew Martinez <[email protected]> Subject: Uvalde Hangar building delivery Rod Following up on our last discussions regarding rigid building frame delivery for the Uvalde Hangar discussed during our meeting October 22,2012: BOTTOM LINE AFTER VERIFYING TODAY @ 4 PM WITH ERIC KEYES- BUILDING SALESMAN WITH BUILDING SUPPLIER SHULTE BUILDING SYSTEMS that on TUESDAY 11-6-12 - FOUR -FIVE TRUCKS WILL BE LOADED WITH REMAINING BUILDING COMPONENTS AND DELIVERED TO UVALDE SITE ON WED 11-7-12.

SBS HAS INFORMED TOM PITTMAN AND I THEY ARE SENDING OUT EQUIPTMENT TO SITE TO BEGIN THE IMMEDIATE ERECTION OF THE RIGID BUILDING FRAME.

With building delivery and erection at Uvalde site for Wed/Thursday next week outlined below is proactive backup plan to ensure timely completion of Hangar Structure.

Outline of Tom Pittman and JGA immediate response to the chronic misinformation for specific building delivery dates provided by SBS after our discussions during 10-22- meeting to prepare for Option #3 (Glacier Cap take over construction) 1. Ascertain real schedule of building delivery schedule - not "inconsistent and incorrectD delivery dates provided by SBS. a. Answer: JGA made direct contact with Building Supplier - Shulte Building Systems located in Hockley, Texas. After numerous conversations with the salesman Eric Keys 281-304-6111 regarding exact building delivery dates versus dates provided by SBS productions schedules were completely different than what we have been informed by SBS Contractors. Building supplier stated over commitment on their part has exceeded their capacity to provide a timely delivery of building product. Their response was honest and straight forward leaving us befuddled by SBS responses to specific delivery dates.

2. Call to action by TP and JGA that simple truthful answers by Schulte Building Systems were better than ones provided by SBS on delivery dates - JGA delivered Construction Documents to TP who has released to skillful and qualified subs and suppliers for pricing for same scope of work as contracted by SBS.

Rod We are moving forward to provide you options as we continue to press SBS to perform as negotiated - discussed - and contracted for. Payment status to SBS foir work performed is not overdrawn or payed. We want to proivide more options to protect and complete this great project without any further delays and mis information received by SBS..

Respectfully John PS Office sending up to date Construction Documentslater today I am available to discuss if required but we have a proactive game plan moving forward to protect your interests <image002.jpg> www.johngrable.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU! 'From: Daniel Boddie <[email protected]> Sent: Thursday, June 06, 2013 4:38 PM To: Thomas Pittman Subject: FW: Invoice from Morrell Masonry Supply Inc Attachments: uvalde.pdf; Inv_21704_from_Morrell_Maso.pdf

Can we put this on your amex again? This should be what we need to finish the job (both invoices combined) Thanks, Daniel Boddie I Partner BoDen, LLC I 210.885.9537 Cell I 11550 I.H. 10 West, Suite 395A San Antonio, TX 78230

From: Jay Warnke <[email protected]> Date: Wednesday, June 5, 2013 4:46 PM To: Daniel Boddie <[email protected]> Subject: Fwd: Invoice from Morrell Masonry Supply Inc

Jay Warnke I Project Manager BoDen, LLC I 210.701.5558 11550 IH 10 West I Suite 395A San Antonio I TX 78230 BoDen Legal Disclaimer: This email may contain confidential information. If this email is not intended for you, you must not disclose or use the information contained in it. If you received this email in error, please notify us immediately via return email and delete all information.

Begin forwarded message: From: "Silvia Rodriguez" <[email protected]> Date: June 5,2013,4:44:26 PM CDT To: <[email protected]> Subject: Invoice from Morrell Masonry Supply Inc «lnv_21704_from_MorreILMaso.pdf» Hello jay, Your total will be $3486.00. This is between 2 tickets since it will be two deliveries. The warehouse manager has scheduled this to be delivered on Friday pending payment. Please provide payment so we can move forward on this order. If you have any questions, please feel free to contact me. Thanks Silvia Rodriguez Office Manager Morrell Masonry Supply Co. Main: 210-641-0500 Cell: 210-632-1158 Fax: 210-641-1141

Morrell Masonry Supply Inc - San Antonio Invoice 5830 Rocky Point Drive San Antonio, TX 78249 Date Invoice # Phone # 210-641-0500 6/5/2013 21705 Fax # 210-641-1141 Bill To Ship To Cash Sale Los Cerritos Ranch Airport Hanger Country Rd. 410 Uvalde, TX Conact: Daniel B.

210-882-2364

P.O. No. Terms Rep Ship Date Ship Via FOB Completed By: Daniel Due on receipt Jose 6/5/2013 Our Truck Origin Sil Quantity Item Description Price Each Amount Block 8" x 8" X 16" Block 8" x 8" x 16" (90/pallet)(I6 pallets) 1.23 442.80T Pallet Fee-Customer Pallet Fee-Customer 12.00 48.00T Freight Freight and Delivery Charges 364.00 364.00 Sales Tax 40.50

'>

/

25% restocking fee on all approved returns, all returns subject to managers approval. No custom or special ordered items can be returned. All returns will be for in-store credit only, no cash. No returns after 30 days.

Total $895.30

Balance Due $895.30 Morrell Masonry Supply Inc - San Antonio Invoice 5830 Rocky Point Drive San Antonio, TX 78249 Date Invoice # Phone # 210-641-0500 6/5/2013 21704 Fax # 210-641-1141 Bill To Ship To Cash Sale Los Cerritos Ranch Airport Hanger Country Rd. 410 Uvalde, TX Conact: Daniel B.

210-882-2364

P.O. No. Terms Rep Ship Date Ship Via FOB Completed By: Daniel Due on receipt Jose 6/5/2013 Our Truck Origin Sil Quantity Item Description Price Each Amount 1,440 Block 8" x 8" x 16" Block 8" x 8" x 16" (90/pallet)(16 pallets) 1.23 1,771.20T Pallet Fee-Customer Pallet Fee-Customer 12.00 192.00T I Administrative Fees Administrative Fees 101.53 101.53 I Freight Freight and Delivery Charges 364.00 364.00 Sales Tax 161.97 "

/

25% restocking fee on all approved returns, all returns subject to managers approval. No custom or special ordered items can be returned. All returns will be for in-store credit only, no cash. No returns after 30 days.

Total $2,590.70

Balance Due $2,590.70 Bob Carnwath <I0=FIRST ORGANIZATION/OU=EXCHANGE # February 12, 2013 9:05 AM ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)1 CN=RECIPIENTS/CN=BOB CARNWATH> To: Jeff Holt <I0=FIRST ORGANIZATION/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jeff Holt> FW: Los Cerritos Hangar Architectural, MEP, and Structural Drawing Set

Jeff, here are the original drawings Tom sent me.

From: Thomas Pittman [mailto:[email protected]] Sent: Wednesday, October 31,201211:15 AM To: Bob Carnwath; Jeff Holt; Jerry Taliaferro Subject: FW: Los Cerritos Hangar Architectural, MEP, and Structural Drawing Set

We may be taking over this project and finish it in house. The foundation is poured and the PEMB should be delivered in two weeks. Can you give me a price for the balance of the project. I would like the numbers as soon as possible. Thanks.

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 From: Tony Weigand <[email protected]> Sent: Sunday, November 4,2012 1:32 AM To: Thomas Pittman <[email protected]> Cc: Rod Lewis <[email protected]>; John Grable <[email protected]>; Pamak Charkhchi <[email protected]> Subject: Re: Uvalde Hangar building delivery

Rod I'll call Tom tomorrow then send you a note. Since I haven't been involved in this project, I have some catching up to do before I feel comfortable agreeing to a plan to move forward either with or without this contractor.

Tony On Nov 3, 2012, at 21 :59, Thomas Pittman <[email protected]> wrote: Rod best case. We get the building in full they get it and erect it. If they fuck up the erection we hammer them. We take over the project were golden.

From: Rod Lewis Sent: Saturday, November 03, 201208:58 PM To: '[email protected]' <[email protected]> Cc: Parnak Charkhchi; '[email protected]' <[email protected]>; Thomas Pittman Subject: Re: Uvalde Hangar building delivery I am ready to move forward with selections now John. Let's proceed as we have discussed and you have identified.

What I don't understand right now and we should hold for discussion is how we move forward with this project. So before ordering material, I will have to discuss with Tony Wand Tom how we plan to proceed. This can be done in the next 48 hours.

Thanks.

From: John Grable [mailto:[email protected]] Sent: Saturday, November 03,201206:10 PM To: Rod Lewis Cc: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman Subject: Re: Uvalde Hangar building delivery Rod So glad to hear GG running sweet Has to be a thrill up there behind the stick!

Material selection deadlines are now as materials need to be ordered and there are lead times on stone that may require 4 -6 weeks for delivery Same for clerestory windows Metal panels are 2 weeks out Angelim wood in Austin but the sooner you approve i want to go to their warehouse and "cherry pick" the best color and grains-lengths of20 no problem for material!

In a nutshell this is very important and I want you comfortable with selects- again we can discuss in person M-W if desired I will be there!

Thanks

John Grable FAIA www.johngrable.com On Nov 3,2012, at 5:04 PM, "Rod Lewis" <Rod(cv,lewisenergy.com> wrote: Yea I flew her yesterday evening. She is running great!

John- What is the deadline to choose the materials?

Tom/Tony- we need to discuss movement forward and how that will be handled.

From: John Grable [mailto:[email protected]] Sent: Saturday, November 03, 201203:54 PM To: Rod Lewis Cc: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman Subject: Re: Uvalde Hangar building delivery Rod

We can use 24 gauge The profile makes this surface perform armor like!

The wood warms up and adds richness to the interior space Will help with acoustics control as well...

If something runs into the wood damage is minimized with this forgiving surface I can meet with you anytime Monday thru Wednesday on this or anything else Thanks John Grable FAlA Saw GG flying yesterday around 5:30 Beautiful in the air!

www.johngrable.com On Nov 3, 2012, at 3:44 PM, "Rod Lewis" <[email protected]> wrote: I will try to look at samples and make a final decision. But I don't see a problem with the wood inside the hangar. And on the D panel what gauge are we considering using?

From: John Grable [mailto:[email protected]] sent: Saturday, November 03,201203:10 PM To: Rod Lewis Cc: Parnak Charkhchi; '[email protected]' <[email protected]>; Thomas Pittman Subject: RE: Uvalde Hangar building delivery Rod Here are the materials and renderings for the Hangar All materials low maintenance and durable Love the exotic wood Angelim from Brazil The Galvanized metal D Panel will mellow into a nice pewter grey John John

<image003.jpg> www.johngrable.com

From: Rod Lewis [mailto:[email protected]] sent: Saturday, November 03,2012 1:19 PM To: John Grable Cc: Parnak Charkhchi; '[email protected]'; Thomas Pittman; Matthew Martinez Subject: Re: Uvalde Hangar bUilding delivery Is the metal coming painted the color we want? If not should we paint it on the ground or in the air? What color is the metal coming painted?

What kind of paint? Is it a good selection for quality?

From: John Grable [mailto:[email protected]] sent: Saturday, November 03,201201:14 PM To: Rod Lewis Cc: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman; Matthew Martinez <[email protected]>; Tony Trevino Subject: Re: Uvalde Hangar building delivery Yes Rod the building ties it self together Using masonry and steel frame and cross bracing. Believe for all the loads including 90 mph wind Lover pretty stout - but - masonry stiffens it up to a stout mass. Yes insulated roof and walls to protect interior contents when no one at structure.

Cupola and clerestory Windows add cross ventilation when doors closed.

Masonry walls are upgraded to concrete block backup for stone exterior - all work together. Low maintenance system too.

Interior has combination of cmu the D Panel metal panels above with the exotic Brazilian Angelim wood siding with low maintenance clear polyurethane sealer for rich rosewood teak finish as displayed on GC material wall. Hangar material palette rich and functional as all three material blend well. .. reminds me of the richness that old ocean liners had a century ago but still modern but timeless I am so angry we have been tooled around but untrue statements. Tom P and I have major backup and contingency plans to protect this project and get into use for the purpose design We have hammers in both hands now...no more bs from anyone No one deserves this sir John Grable FAIA www.johngrable.com On Nov 3,2012, at 12:54 PM, "Rod Lewis" <[email protected]> wrote: John- I think the steel building will work. It is a little light I think. But we can look at how masonry structure will help add strength as well as possibly add cabling. Is the building finished on the inside and insulated? Is the portion that is masonry also sheathed in metal?

Thanks.

From: John Grable [mailto:[email protected]] Sent: Saturday, November 03, 2012 10:05 AM To: Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc,com' <tony@weigandcmc,com>; Thomas Pittman; Matthew Martinez <[email protected]>; Tony Trevino Subject: RE: Uvalde Hangar building delivery Rod Building dimension depth is 120'-7" overall to center of steel columns (front to rear) - that requires 5 columns to define the four 30 foot bays The building dimension width is 98"-6" to center line of steel columns (left to right) that requires 6 columns to define the five 20'-)" bays The wall heath is 31' 3" with a 2:12 roof pitch that tops out at the ridge height at 38'-8 - X +- - the cupola sitting on top of the ridge is 5'-2" making the total building height of 43'-10" It is a large and tall structure John

<image002.jpg> www.johngrable.com

From: Rod Lewis [mailto:[email protected]] Sent: Friday, November 02,2012 10:20 PM To: John Grable Cc: Parnak Charkhchi; '[email protected]'; Thomas Pittman; Matthew Martinez; Tony Trevino Subject: Re: Uvalde Hangar building delivery Guys- I think I might want to use this building for a farm building like a warehouse on the ranch. Then we can order a new building from Varco Pruden who is a real company.

We will order through Gary Ley to get the building at cost.

What is the dimension of the building again John?

From: John Grable [mailto:[email protected]] Sent: Friday, November 02, 2012 08:08 PM To: Rod Lewis Cc: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman; Matthew Martinez <[email protected]> Subject: Re: Uvalde Hangar building delivery Rod Rest assured Building is Lover 360 design We have not paid for structure and you have not only the three of us reviewing we have the structural design team We will protect and move forward and serve your needs We are preparing a proactive game plan The bottom line is we have a building delivered on site mid week...if there is any fault with structure it is rejected ..

Steps thus far on approval process adhered to all specs...

Timely delivery not satisfactory We will protect your interests John Grable FAIA www.johngrable.com On Nov 2, 2012, at 7:28 PM, "Rod Lewis" <[email protected]> wrote: Tony/Tom/John- if this company in Hockely Texas is that swamped, I am concerned that we are going to receive the quality of metal structure that we ordered. Who can verify the thickness of the iron and the wind load of the structure. I would hate to put up a half- assed structure at this time. Let's make double and triple sure as I will have very very expensive airplanes inside this structure.

Let me know how you will assure yourselves we are not getting screwed on this structure.

This is like a bad dream!!

From: John Grable [mailto:[email protected]] Sent: Friday, November 02, 2012 05:33 PM To: Rod Lewis Cc: Parnak Charkhchi; '[email protected]' <[email protected]>; Thomas Pittman; Matthew Martinez <[email protected]> Subject: Uvalde Hangar building delivery Rod Following up on our last discussions regarding rigid building frame delivery for the Uvalde Hangar discussed during our meeting October 22, 2012: BOTTOM LINE AFTER VERIFYING TODAY @ 4 PM WITH ERIC KEYES - BUILDING SALESMAN WITH BUILDING SUPPLIER SHUlTE BUILDING SYSTEMS that on TUESDAY 11-6-12 - FOUR -FIVE TRUCKS WILL BE LOADED WITH REMAINING BUILDING COMPONENTS AND DELIVERED TO UVALDE SITE ON WED 11-7-12.

SBS HAS INFORMED TOM PITTMAN AND I THEY ARE SENDING OUT EQUIPTMENT TO SITE TO BEGIN THE IMMEDIATE ERECTION OF THE RIGID BUILDING FRAME.

With building delivery and erection at Uvalde site for Wed/Thursday next week outlined below is proactive backup plan to ensure timely completion of Hangar Structure.

Outline of Tom Pittman and JGA immediate response to the chronic misinformation for specific building delivery dates provided by SBS after our discussions during 10-22-12 meeting to prepare for Option #3 (Glacier Cap take over construction) 1. Ascertain real schedule of building delivery schedule - not "inconsistent and incorrect. delivery dates provided by SBS. a. Answer: JGA made direct contact with Building Supplier - Shulte Building Systems located in Hockley, Texas. After numerous conversations with the salesman Eric Keys 281- 304-6111 regarding exact building delivery dates versus dates provided by SBS productions schedules were completely different than what we have been informed by SBS Contractors. Building supplier stated over commitment on their part has exceeded their capacity to provide a timely delivery of building product. Their response was honest and straight forward leaving us befuddled by SBS responses to specific delivery dates.

2. Call to action by TP and JGA that simple truthful answers by Schulte Building Systems were better than ones provided by SBS on delivery dates - JGA delivered Construction Documents to TP who has released to skillful and qualified subs and suppliers for pricing for same scope of work as contracted by SBS.

Rod We are moving forward to provide you options as we continue to press SBS to perform as negotiated - discussed - and contracted for. Payment status to SBS foir work performed is not overdrawn or payed.

We want to proivide more options to protect and complete this great project without any further delays and mis information received by SBS..

Respectfully John PS Office sending up to date Construction Documentslater today I am available to discuss if required but we have a proactive game plan moving forward to protect your interests <image002.jpg> www.johngrable.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED.

THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE.

MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE.

MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

From: Kyle Kieke <[email protected]> Sent: Tuesday, January 22, 2013 11:59 AM To: Matthew Martinez <[email protected]>; John Grable <[email protected]> Subject: FW: Los Cerritos Hanger submittals - ship ladders Attach: Q5352FCIR.pdf

Matt/John Take a look at these revised drawings for final approval. Note that they lowered the stair angle to 57 degrees and added some treads.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

From: Faith Carosi [mailto:[email protected]] sent: Tuesday, January 22, 2013 9:00 AM To: Kyle Kieke Subject: RE: Los Cerritos Hanger submittals Hello Kyle, Please see attached for your revised ships ladder quote, please review quote and contact me with any questions or changes you may have. I also have enclosed a link to our OSHA stair page for your review, the stair design may be more comfortable for your application.

Thank you,

Technical Sales FS Industries Inc. 1-800-421-0314 ext. 1048 From: Kyle Kieke [mailto:[email protected]] sent: Monday, January 21, 2013 10:25 PM To: Faith Carosi Cc: Jack Green; Matthew Martinez; John Grable Subject: FW: Los Cerritos Hanger submittals

Please see attached shop drawings with revisions noted b the architect. Please contact me with any questions you may have.

Thanks.

Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

From: Matthew Martinez [mailto:[email protected]] Sent: Monday, January 21, 2013 5:00 PM To: Kyle Kieke Cc: John Grable Subject: RE: Los Cerritos Hanger submittals I SIGNED THEIR APPROVAL SHEET AT THE END OF THE SUBMITIAL, WE EXTEDED THE "RUN" TO 94-1/2" AS ALLOWED BY THE FLOORPLAN, THANKS

MATIHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 3S W: WWW.JOHNGRABLE.COM

From: Kyle Kieke [mailto:[email protected]] Sent: Monday, January 21, 2013 3:57 PM To: John Grable; Matthew Martinez Cc: Jack Green Subject: FW: Los Cerritos Hanger submittals Here are the submittals I sent back on the 9th .

Thanks, Kyle Kieke Project Superintendent SBS Construction kkie [email protected] C: 830-388-9267 F: 830-981-5303

From: Kyle Kieke Sent: Wednesday, January 09,2013 6:14 PM To: 'John Grable'; 'Matthew Martinez' Cc: Tom Pittman ([email protected]); Jack Green Subject: Los Cerritos Hanger submittals Forgot transmittal letters and added some additional submittals as well.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] c: 830-388-9267 F: 830-981-5303 Q5352FCIR.pdf REV. NOTE - **-43 REVISION OF: QUOTE #: Q5352FCIR DATE/TIME: 01-22-2013 - 09:42:45 * * STOR-DECK MEZZANINES * * PO BOX 72659 industries PROVIDENCE, RI 02907 PHONE (800)421-0314 FAX (401)421-5679 WWW.FSINDUSTRIES.COM CUSTOMER: SBS CONSTRUCTION PROJECT: ATTN: KYLE 830-388-9267 STAIR QUOTATION - PHYSICAL DESCRIPTION:

QTY NAME HEIGHT WDTH X LGTH (IN. ) WT EA. TYPE DRAWING PRICE EACH 2 STR-1 138 36 156 SHIP CM810 $ 2521.00 BLK BAR GRATING 8 9/16 IN.

56.70 DEGREES COLOR: GRAY PAINT 2 EXTSTR-1 138 36 X 36 34 EXT XT554 $ 549.67 BLK BAR GRATING 8 9/16 IN.

COLOR: GRAY PAINT

ICING TOTALS r,r::T MATERIAL COST F. O. B. PROVIDENCE RI $ 6141.32 SPECIAL CHARGES - $ 0.00 INSTALLATION COST - NOT QUOTED $ 0.00 ESTIMATED FREIGHT COST - NOT QUOTED $ 0.00 TOTAL SHIPPING WEIGHT - 348 (CLASS 85 - ITEM #105300) TOTAL QUOTED PRICE $ 6141. 32 QUOTE SUBMITTED BY: FAITH CAROSI o PAYMENT TERMS & DELIVERY STANDARD TERMS ARE: DEPOSIT REQUIRED WITH PROGRESS PAYMENTS PRESENT LEAD TIME (DELIVERY) ON THIS PRODUCT IS APPROXIMATELY 4-5 WEEKS AFTER RETURN OF SIGNED APPROVAL DRAWINGS. o

DISCLAIMER** FS INDUSTRIES ASSUMES NO RESPONSIBILITY OR LIABILITY FOR COMPLYING WITH ANY FEDERAL, STATE, OR LOCAL BUILDING CODE REQUIREMENTS. FS INDUSTRIES DOES NOT IMPLY OR ACCEPT RESPONSIBILITY FOR CONFORMANCE TO ANY CONSTRUCTION SPECIFICATIONS OR REQUIREMENTS OTHER THAN THOSE SPECIFICALLY STATED ABOVE.

CUSTOMER: JOB NO: FS INDUSTRIES ENGINEERED STEEL PRODUCTS SBS CONSTRUCTION Q5352FCIR M: Q P.O. BOX 72659 PROVIDENCE, RI 02907 CM810 PROJECT: COLOR: DESCRIPTION: GRAY PAINT STR-l 01-22-2013 - 09:42:45 A STAIR HEIGHT = @ 56.70 DEGREES 138 FLAT LENGTH B SHOP USE ONLY ILL 30.2 7/8 C SHOP USE ONLY I STUB 15.4 MAKE: _2_SET(S) D RISER HEIGHT = 9 7/8 RUN = 6 1/2 E BOTTOM OF TREAD ENDPLT TO FLOOR 7 3/8 F TREAD TYPE = I BLK BAR GRATING 8 9/16 IN. r 36" DETAIL A G TREADS NEEDED = 26 H TREAD WIDTH = 36 I TREAD DEPTH = 8 9/16 7/16" HOLE \ r7/16"Xl 3/8" SLOT ~ F~~~IgF --t ( \, TREAD END PLATEJ ! ) 'H' .H.Ht·H 2 f 2"

~MCI0X8.4# I ~ j+- 4j 1/8 4 1/2 CHANNEL A DISCLAIMER: FS INDUSTRIES ASSUMES NO LIABILITY OR RESPONSIBILITY FOR DETERMINING IF THIS STAIRWAY IS IN CONFORMANCE TO ANY FEDERAL, STATE, AND/OR LOCAL BUILDING CODES.

IT IS THE RESPONSIBILITY OF THE PURCHASER AND END USER TO VERIFY (WITH LOCAL AUTHORITIES) THIS STAIRWAY'S SUITABILITY AND CODE CONFORMANCE FOR ITS INTENDED USAGE. 9 7/8

THIS DRAWING CONTAINS CONFIDENTIAL DESIGNS AND INFORMATION 9 7/8 WHICH ARE THE PROPERTY OF FS INDUSTRIES. THIS DRAWING AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DISCLOSED OR DUPUCATED IN WHOLE OR IN PART. UTILITZED IN ANY WORK OR USED FOR MANUFACTURE OF DESIGNS WITHOUT THE PRIOR WRmEN 94 1/2 ~I PERMISSION OF FS INDUSTRIES.

FLOOR LAGS BY OTHERS TYP. DRAWING· NOT TO SCALE LEVEL 1 SHIPS LADDER - STANDARD RAIL Appd. Date: - - - - Rev: 10/4/10 CM810 CUSTOMER: SBS CONSTRUCTION JOB NO: Q5352FCIR M:Q FS INDUSTRIES ENGINEERED STEEL PRODUCTS P.O. BOX 72659 PROVIDENCE, RI 02907 CM811 - PROJECT: COLOR: DESCRIPTION: GRAY PAINT STR-l END PLATE 01-22-2013 - 09:42:45 TOP END PLATE-LEFT TOP END PLATE-RIGHT 3/8" x 2" x 12 3/8 3/8" X 2" x ] 2 3/8 MOUNTING HARDWARE W' HOLES 2 3/16" BY OTHERS U~ r-~ 1 A LLJ A TOP OF LADDER B L3 B

+11 5 12 3/8 12 3/8 5 3-J~'-'-' + ~-';}8- [ ~L...-:"V\ 3/16" ~l ~ from back of chan. from back of chan. ~ N-;--~ 1 3/16" SECTION "A-A" SECTION "B-B"

BOTTOM FOOTPLATE - LEFT BOTTOM FOOTPLATE - RIGHT 114" X 2" X 10 3/4" 114" X 2" X 103/4" HOLE

r- ~l 23/16" 2 3/16" ~ r?-i 9/16" HOLES

f -f---t--l .! '"''' 3" t--- ~ r---~+ 1

%" 10l%" +- BOTTOM OF LADDER 4%" 4%" -/1i~: k C C D D ~ ~ !

SECTION "C-C" SECTION "D-D" LEVEL 1 SHIPS LADDER END PLATES Appd. Date: - - - - Rev: 7/16/10 CM811 CUSTOMER: JOB NO: FS INDUSTRIES ENGINEERED STEEL PRODUCTS SBS CONSTRUCTION Q5352FCIR M:Q P.O. BOX 72659 PROVIDENCE, RI 02907 XT554 PROJECT: COLOR: DESCRIPTION: GRAY PAINT STR-l CROSSOVER/EXTENSION 01-22-2013 - 09:42:45 OVERALL LENGTH MAKE: _ 2 _ 1/2 *Note: Stairs are not included with the crossover shown on this drawing.

They are drawn as typical for configuration clarification and overall dimensions only.

Actual stairs are quoted and detailed separately.

OAL 1 PLAN VIEW f TREAD WIDTH WIDTH +-TREADS + ..... DECK -+ 40 36 END PLATE: 3/8" x 2" x 10" _l_ _ ~=±=::=============I- L r W'x14 GA. SQ.

TUBE RAIL TYP. TJ 20" %" HOLES -f t 5" 10"

=il 42" I STRNAME: STR-1 -~"""-=-:""":;:'---- 15" I"

VIEW "A-A" IOx8.4# STRUCTURAL UNDER CHANNEL TYP.

CLEARANCE STRHEIGHT 128 138

I -j STAIR RUN SPAN NOTE: STAIRS/EXTENSION MUST BE LAGGED 1/2 ~~ 36 (LAGS NOT PROVIDED) 1/2 TYP. DRAWING· NOT TO SCALE OVERALL LENGTH Rev: 02/08/10 SIDE ELEVATION XT554 CUSTOMER: JOB NO: FS INDUSTRIES ENGINEERED STEEL PRODUCTS - SBS CONSTRUCTION Q5352FCIR M:Q P.O. BOX 72659 PROVIDENCE, RI 02907 CAlOO PROJECT: COLOR: DESCRIPTION: SEE IND SHEETS CUSTOMER APPROVAL SHEET 01-22-2013 - 09:42:45 CHECK THE FOLLOWING PRINTS CAREFULLY APPROVAL IS REQUIRED FOR MUTUAL PROTECTION OF PURCHASER AND SELLER Satisfactory and APPROVED for fabrication UNSATISFACTORY Component Description Dwg# APPROVED WITH CHANGES Requires revised print for fabrication as indicated with changes as indicated

STR-1 SHIPS LADDER - STD CM810 D D D EXTSTR-1 EXTENSION XT554 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D SIGNATURE TITLE _ PRINTED NAME DATE *Signed approval sheet must be received prior to fabrication Rev: 1/29/10 CAlOO From: Kyle Kieke <[email protected]> Sent: Wednesday, January 30, 2013 1:59 PM To: Victor M. De Anda Jr. <[email protected]>; John Grable <[email protected]> Cc: Matthew Martinez <[email protected]>; Jack Green <j [email protected]> Subject: Window framing conflict Attach: IMG_20130130_103059_744.jpg; LOS CERRITOS HANGAR_A400_EXT.

ELEVS.pdf

Here is the window picture you requested. I just spoke to John and he said that if we need to break up the windows at the mullions and add supports, that's ok.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 IMG_20130130_103059_744.jpg From: Kyle Kieke <[email protected]> Sent: Thursday, January 31, 2013 10:08 AM To: John Grable <[email protected]>; Matthew Martinez <[email protected]> Cc: Jack Green <[email protected]> Subject: Hanger revisions

John/Matt, I'm looking over the preliminary drawings Xavier sent me and I've got some questions/suggestions based off of what I've got on the ground out here. When are you trying to get Rod's final approval because what I'm finding could affect final decision making.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 From: Kyle Kieke <[email protected]> Sent: Monday, February 4, 2013 8:56 AM To: Steve Schiffman <[email protected]>; [email protected]; John Grable <[email protected]>; Matthew Martinez <[email protected]> Cc: Jack Green <[email protected]> Subject: Los Cerritos Weekly Report - 03 Feb Attach: 1378 Los Cerritos Hangar Week Ending 130203.doc

Received new interior floorplan/elevation/wall section drawings on Friday. Still awaiting interior elevations, new door and window schedules, revised MEP and Engineering drawings.

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] c: 830-388-9267 F: 830-981-5303 From: Daniel Boddie <[email protected]> Sent: Saturday, June 08, 2013 12:38 PM To: Thomas Pittman Subject: Re: Los Cerritos Liens

Hopefully this helps, my comments below in RED. I will get you numbers for the electrical and concrete in a complete package for your use.

Daniel Boddie I Partner BoDen, LLC I 210.885.9537 Cell I 11550 I.H. 10 West, Suite 395A San Antonio, TX 78230

BoDen Legal Disclaimer: This email may contain confidential information. Ifthis email is not intended for you, you must not disclose or use the information contained in it. If you received this email in error, please notify us immediately via return email and delete all information.

From: Thomas Pittman <[email protected]> Date: Friday, June 7, 2013 2:27 PM To: Daniel Boddie <[email protected]> Subject: FW: Los Cerritos Liens I need your help on the following, first let me say that this is for your eyes only and will not be sent to anyone.

I need to get a value of the fixtures that left there and a percentage complete from C & S.

Lets talk about the concrete work. The bigg'est problem I have is with the exterior grade beam.

Compton HVAC look at my comments and elaborate.

We will be in contact with the stone people.

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216

Weston Sharples <[email protected]> Date: Fri, 7 Jun 2013 12:18:17 -0500 To: Tony Trevino <[email protected]> Cc: Lewis Energy Group Lewis Energy Group <[email protected]> Subject: Los Cerritos Liens Tony, In connection with Jennie's summary of the liens in the above-referenced matter, the following is a more detailed discussion of each following my conversation with Tom this morning: 1. Robertson Electric- Robertson was terminated by SBS at our instruction 45-60 days before we terminated SBS - Tom will research and locate any documentation ofthe termination process.

The $60,996.00 they are claiming is half of their scheduled value for the entire project - Tom thinks that on the date of termination Robertson was no more than 25% done with their work. I would venture to say that this is about right. They scrambled to get an incomplete light fixture package onsite as well some underground feeds. They had very little rough in done-nothing in the living areas, and the high bay lights were piped in. They didn't have any of the gear or panels onsite and nothing piped in for data.

Robertson claims they had fixtures on site - Tom will research and confirm what fixtures were actually out there and determine their approximate value. Bob is going to provide us a value of the fixtures onsite as well as a detailed inventory of the fixtures left behind.

We paid SBS on a draw for work performed by Robertson - Tom will research to determine what money was paid and whether any amount that was paid should be credited toward the amount claimed in the lien.

2. Ace Concrete Company- Work was generally ok, but at least one instance exists where work did not conform to spec and required rework by current contractor - Note: it is unclear whether this was Ace's unilateral mistake or whether mistake derived from SBS's poor performance. This grade beam mistake cost the project 17,500 (labor, rebar, epoxy and equipment only). They also screwed up the footing extensions and the pilaster sizes. RMJ is going to provide a broken out cost for all of this work. I will add the concrete material prices to RMJ's price for a complete package.

Amount claimed consists of change orders (approximately $15,000.00) that we did not approve, and 10% retainage against total contract amount which we probably owe - Tom will determine what the total amount of retainage claim is in order to identify the amount, if any, we should pay. If I had to venture to guess, I would say that this is an SBS mistake. Base<d on the stories I have heard from Uvalde concrete and Ace Concrete, it sounds like it was a communication error in which ACE was not provided the updated plans until right before the pour. Lingo made mention that the forms were dropped and moved right before the pour thus creating the condition where the grade beam sat inside of the brick lug.

The footings for the hangar door pockets seem to be a communication error based on not having updated structural drawings from synergy. The dimensions shown on the structural drawings match what was in place, however on a PEMB all dimensions should always match the PEMB drawings, which is not what was worked off of to pour the slab.

3. Associated Glass- Claim is for $14,583.86 and $917.10 - according to Tom we continue to use these guys and they should be paid in full.

Tom has received correspondence from Associated Glass indicating that they have been paid on these amounts and will issue a letter of retraction and presumably release their lien if they have already filed same.

4. Compton HVAC- Claim is for $10,208.00 - According to Tom, a portion of this is for an exhaust fan left at the site which does not conform to spec - Tom will identify the value of the fan. -This seems a little high as holts was able to provide 2 fans for $7,564.00. The only other work they did was install the side wall louvers.

Workmanship was unacceptable, but unclear whether their error was unilateral or the result of SBS's poor performance.

5. Gallery of Stone/Morrell- Both should be paid, but we need to see contract between SBS and Gallery in order to determine the correct amount which should be paid - i.e. we are unclear on whether the $31,504.13 claimed by Morrell as the supplier is part of Gallery Stone's sub contract claim or separate - While we wait on the contract from Gallery, Tom is going to research and determine an approximation of the total amount we think we owe.

Tom, if you see anything I missed, please let us know.

Weston W. Sharples Senior Legal Counsel Lewis Energy Group 10101 Reunion Place Suite 1000 San Antonio, TX 78216 Phone: 210-384-5017 [email protected]

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.c. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

From: Victor M. De Anda Jr <[email protected]> Sent: Wednesday, January 16,2013 5:57 PM To: Kyle Kieke <[email protected]> Cc: John Grable <[email protected]> Subject: Re: Inspect eMU construction?

Kyle, I been having a very tough week with two deadlines for this Friday, please send me pictures of the block erection.

The following items need to be checked when erecting the CMU (this is what I typically see that the masons do not do right): 01.- Lap of the rebar needs to be 40db for a #5 is 25" lap on vertical and horizontal.

02.-Grouting needs to be done at the bond beam with enough length on the vertical rebar to do the next lap. The lift of the grout should not exceed the distance between bond beams.

03.- Follow the schedule on the plans for the lintels.

04.- Have a clean joint at all expansion joints and stop the horizontal bond beam reinforcing at the joint and provide smooth dowels to connect across the joint.

05.- Provide comer bars at bond beam location at all comers.

If you follow these simple guidelines, you should be okay.

Thanks

WE JUST MOVED TO OUR NEW OFFICE!!!!!!!!

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. 6909 Springfield Ave. Suite 105 Laredo, TX. 78041 0: 956-753-5860 M: 956-237-7908

From: Kyle Kieke <[email protected]> To: Victor M. De Anda Jr. <[email protected]> sent: Mon, January 14, 2013 9:14:08 AM Subject: Inspect CMU construction?

The crew will be here all week, do you want to come out?

Thanks, Kyle Kieke Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303 from: Thomas Pittman <[email protected]> Sent: Thursday, February 28, 2013 7:35 PM To: John Grable Subject: Hangar

Looks like we're going to have to take the roof off before we can rack the building to plumb. Usually this would have been done prior to the roof going on. Another example of poor workmanship Sent from my iPhone THE ElECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGAllY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FilES ASSOCIATED WITH THIS MESSAGE IS STRICTlY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

Jhomas Pittman <[email protected]> March 4, 2013 5:50 PM 50: John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE ... sbs Lets check with the PEMB standard to see what the tolerances are as far as being plumb

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 celi: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

Matthew Martinez </o=mex02/ou=Exchange Administrative Group 1# 3 (FYDIBOHF23SPDLT)/cn=Recipients/ cn=mmartinez.johngrable.com_aa5dd8392> [email protected] <[email protected]> (No Subject)

MATfHEW t4, ~1ARTINEZ, ASSOC AlA

222 AUSTIN HWY, SA!~ :\NTONiO, TtXf~5 73209

Vi: WWW.JOHNc;RABLf.COM From: Erick Key <[email protected]> Sent: Monday, February 25, 2013 9:51 AM To: Matthew Martinez <[email protected]> Subject: RE: LATERALL WALL GIRT UPDATE

The spandrels cannot be removed but they can be moved. After the engineer looked at the picture, his question was, can you move them to the bottom of the window opening?

This would allow for them to be moved easier due to not having the x-bracing connection to deal with.

Call me with any questions.

ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[]

From: Matthew Martinez [mailto:[email protected]] sent: Monday, February 25, 2013 9:22 AM To: Erick Key Subject: LATERALL WALL GIRT UPDATE GOOD MORNING ERICK, JUST WANTED TO CHECK IN, I COULD REALLY USE AN UPDATE ON INFO YOU MAY HAVE REGARDING THE RAISING OR REMOVAL OF THE GIRTS WE DISCUSSED ON THURSDAY, THANKS -MATI

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 3S W: WWW.JOHNGRABLE.COM Erick Key <[email protected]> Uvalde Hanger

Matt,

What were the findings from Speedway on the building. I am waiting to hear back from them so I can go to the engineer just one more time.

Please advise,

ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[] Matthew Martinez </o=mex02/ou=Exchange Administrative Group From: (FYDIBOHF23SPDLT)/cn=Recipients/cn=mmartinez.johngrable.com_aa5dd8392> Sent: Tuesday, March 5, 2013 9:46 AM 'Erick Key' <[email protected]> Subject: RE: Uvalde Hanger

HEY ERICK, I JUST SPOKE WITH DANIEL AND WE SHOULD BE EXPECTING A SYNOPSIS FROM SPEEDWAY SOON, AND THEN DANIEL WOULD LIKE TO PUT TOGETHER A CONFERENCE MEETING IN REGARDS TO THEIR FINDINGS. ILL LET YOU KNOW AS SOON AS I HEAR SOMETHING. WAS THEIR ANY HEADWAY ON GETIING US SOME WRITIEN DIRECTIONS/PERMISSION ON SLIDING THE WALL GIRTS MOVED DOWN? ALSO, I KNOW ONE OF THE CONCERNS OF THE NEW GC WAS THE "OUT OF PLUMB" NATURE OF THE RIGID FRAME, WHAT IS YOUR INDUSTRY'S STANDARD FOR TOLERANCE TO VERTICAL FOR THESE MAIN FRAMES?

TALK TO YOU SOON, THANKS -MATI

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM

Erick Key [mailto:[email protected]] Sent: Tuesday, March OS, 2013 8:53 AM To: Matthew Martinez Subject: Uvalde Hanger Matt, What were the findings from Speedway on the building. I am waiting to hear back from them so I can go to the engineer just one more time.

Please advise, ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[] From: Matthew Martinez <[email protected]> Sent: Wednesday, March 6, 2013 8:20 AM To: [email protected] abject: FW: Los Cerritos Structural pictures Attach: Structural Issues discovered 2.27. 13.pdf

Eric, here's the documentation of the issues that the inspectors bound with the building in particular the roofing system, john and I will call in a bit, thanks

Sent from MobileMatt

-------- Original message -------- From: John Grable <[email protected]> Date: To: Matthew Martinez <[email protected]> Subject: FW: Los Cerritos Structural pictures

OHN GRABLf ., 10"

JOHN GRABLE FIUA

www.johngrable.com

From: John Grable sent: Friday, March 01, 2013 5:56 PM To: Jack Green ([email protected]) Cc: Tom Pittman <[email protected]>; Stephen S. Schiffman ([email protected]) Subject: FW: Los Cerritos Structural pictures

Jack I wanted to share with you these images as the inspection reports are start to file in.

are not finish with all the investigative research - this is still in process.

All payment requests are on hold until replacement/repair costs are identified.

Will continue to keep you apprised of the situation

John

JOHN. GRABLf l I JOHN GRABLE FA!A

www.johngrable.com Structural Issues discovered 2.27.13. pdf SBS 1949 .5~:::::d::- .... -=---~..:::s ~ ~ ­ .. =ks-= ~~~~7"'7~~ Gap

SBS 1950 Shim plate. not on drawings.

en OJ en ~~~-, Notice dip in roof line.

-~ --

SBS 1952 Missing Beam, previously installed, damaged roof, uninstalled.

-

SBS 1953 Better Picture of dip in roof line

SBS 1954 SBS 1955 SBS 1956 INOtice cilarJ9a in ~_~~::"""'---ISi:rew. not on pitch. plans.

large gap. investigating clips and their intended use.

SBS 1957 r picture anditian aating

SBS 1958 1m proper placement of screw.

SBS 1959 cut improperly

SBS 1960 --- -=-~~--~ .::::.... -

SBS 1961 ~~~r----------~-----__ Inot straight.

. '-.-. . .- - .-.:.

SBS 1962 ~_--:~---:-~ I Nonn altgnment

- • ""

SBS 1963 Missing brace SBS 1964 Missing bolt

SBS 1965 Large gap between Z Purlins

SBS 1966 Not attached on the other side

SBS 1967 ---, roof Notice wave in line.

SBS 1968 • •iiIi~~;:-;,;;=~~--1Roofingclips under investigation.

SBS 1969 Improper end dams. Water infiltration point

SBS 1970 .~~~~~~~~~~~notenOUgh ~ screws

SBS 1971 SBS 1972 <E-_ _--,--"""''''---_ _--,--'7-''=--- == ,._lnOlice change in pilch.

SBS 1973 SBS 1974 not fully welded.

SBS 1975 •

horrible flashing detail.

nolwelded

,

SBS 1976 ~~...J Incorect material for this applicaiton.

SBS 1977 Incorrect mate for this application.

SBS 1978 floating clip, under investigation.

SBS 1979 Circle C.msg Matthew Martinez </o=mex02/ou=Exchange Administrative Group From: (FYDIBOHF23 SPDLT)/cn=Recipients/cn=mmartinez.johngrable.com_aa5dd8392> Sent: Wednesday, March 6, 2013 3:39 PM To: 'Erick Key' <[email protected]> Subject: RE:4:00pm

THANKS ERICK, I ALSO LEFT A MESSAGE WITH YOUR RECEPTIONIST, DANIEL WOULD LIKE TO PRICE OUT WHAT A NEW ROOF, ACCESSORIES, I.E. CLlPS, RIDGE CAPS ETC WOULD COST. MATERIAL AND DELIVERY. AND OF COURSE, WE HAVE TO REQUEST THAT YOU IMPROVE THE LEAD TIME BY ANY MEANS POSSIBLE. TALK TO YOU SOON, THANKS -MATI

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 3S W: WWW.JOHNGRABLE.COM

From: Erick Key [mailto:[email protected]] sent: Wednesday, March 06, 2013 3:36 PM To: Matthew Martinez Subject: 4:00 pm 0/ clock is good ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[] Matthew Martinez </o=mex02/ou=Exchange Administrative Group From: (FYDIBOHF23SPDLT)/cn=Recipients/cn=mmartinez.johngrable.com_aa5dd8392> Sent: Wednesday, March 6,2013 4:16 PM To: 'Erick Key' <[email protected]> Subject: RE: 4:00pm

NO NOT A PROBLEM, YOU LEARN SOMETHING NEW EVERY DAY ... ILL GET BACK TO YOU ON THAT ...

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM

From: Erick Key [mailto:[email protected]] sent: Wednesday, March 06, 2013 4:14 PM To: Matthew Martinez Subject: RE: 4:00 pm Sorry for that....just a list of material needed to finish the job.

ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[]

From: Matthew Martinez [mailto:[email protected]] sent: Wednesday, March 06, 2013 4:14 PM To: Erick Key Subject: RE: 4:00 pm I GODA PLEAD IGNORANCE ON THIS ONE, BUT BY CUT LIST, DO YOU REFER TO MEMBERS/PIECES THAT ARE IN- PLACE VS. WHAT MEMBERS ARE STILL PENDING FOR DELIVERY AND/OR NEEDED FOR REPLACEMENT?

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Erick Key fmailto:[email protected]] sent: Wednesday, March 06, 2013 4:08 PM To: Matthew Martinez Subject: RE: 4:00 pm Matt, Is Daniel going to produce the cut list for the new roof?

Please advise.

Thanks, ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[]

From: Matthew Martinez [mailto:[email protected]] sent: Wednesday, March 06, 2013 3:39 PM To: Erick Key Subject: RE: 4:00 pm THANKS ERICK, I ALSO LEFT A MESSAGE WITH YOUR RECEPTIONIST, DANIEL WOULD LIKE TO PRICE OUT WHAT A NEW ROOF, ACCESSORIES, I.E. CLIPS, RIDGE CAPS ETC WOULD COST. MATERIAL AND DELIVERY. AND OF COURSE, WE HAVE TO REQUEST THAT YOU IMPROVE THE LEAD TIME BY ANY MEANS POSSIBLE. TALK TO YOU SOON, THANKS -MATI

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 3S W: WWW.JOHNGRABLE.COM

From: Erick Key [mailto:[email protected]] sent: Wednesday, March 06, 2013 3:36 PM To: Matthew Martinez Subject: 4:00 pm 0' clock is good ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[] From: Erick Key <[email protected]> Sent: Thursday, March 7, 2013 4:48 PM . To: Matthew Martinez <[email protected]> ubject: Material Tolerances Attach: 4557_OO1.pdf

Attached are the tolerances we work with in material.

Thanks, ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[] 4557_OOl.pdf Table 10.1 Cold-formed Structural Members Formed Structural Members Dimension Tolerances + - D 3/16" 3/16" B 3/16" 3/16" Geometry d 3/8" 1/8" 81 3° 3° ()z 5° 5° E1 1/8" 1/8" b 1/8" 1/8" E3 1/8" 1/8" Hole S1 1/16" 1/16" Location Sz 1/16" 1/16" F 1/8" 1/8" p 1/8" 1/8" Lenqth (L) 1/8" 1/8" Camber (C) 1/4" x L (ft)/10 Minimum Thickness (t) 0.95 (Design t)

12 IASIMBI004 August 10,2012 Figure 10.1 Cold-formed Structural Members

D ~......-t

I n=rd ~ E3 ~._-_. p H -+ 4- -+- +i+ -+ I t I

E2 IIS2! ~.". __ "I ._.~ .. __ .~--"_."" ..• - L (Lengthl '"

13 fAS/MB/004 August 10, 2012 Table 10.2 Built-up Structural Members

Built-up Structural Members Dimension Tolerances + - a 3°_ 1/4" Max 3°-1/4" Max b 1/4" 1/4" d 3/16" 3/16" e 1/8" 1/8" c 0/72" f 0/72" E1 1/8" 1/8" E2 1/8" 1/8" ~.. E3 1/8" 1/8" S1 1/16" 1/16" S2 1/16" 1/16" F 1/8" 1/8" Lenqth (L) 1/4" 1/4" Sweep (S) Runway Beams 1/8" x L(ft)/10 All Other members 1/4" x L(ft)/ Camber (C) 1/4" x L(ft)/ 10 N1 1/8" 1/8" N2 3/16" 3/16" G1 1/16" 1/16" Splice G2 1/16" 1/16" Plates Up to 24/1 1/8" 1/8" -_....

H 24" to 48"... ._-_.~ 3/16" 3/16" Over 48" 1/4" 1/4" J 1/4" 1/4"

14 IASIMBI004 August 10,2012 Figure 10.2(a) Built-up Structural Member

, a ..,.; r 'i. 01 f1.ng. ~-~:~ b ,

o

1=========11 ~ A : - -••• ~ •., I _~••- _ . ,..~,- ..' 1...,.

d ~::::.===~

Section AA

15 IAS/MB/004 August 10, 2012 Figure 10.2(b) Built-up Structural Member

1 J

H-- i

16 /AS/MB/004 August 10, 2012 Erick Key <[email protected]># 3 Matthew Martinez <IO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTSI CN=Mmartinez.johngrable.com_aa5dd8392> Erection Tolerances !<s Matt,

Attached are the erection tolerances. Sorry for the way it comes out. I had to copy it from a manual. I was trying to get it electronically but to no avail.

Call me with any questions.

Thank you,

ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[] !nc suosuruuon or orner warlung pmmll III Pl;JilIllllt:U wr Clii>C or rcrt:lCW';C, provided they are based upon the above definitions.

The tolerances on Structural Steel erectioll shall be in accordance with the requirements in Sections 7.13.1 through 7.13.3.

7:"l' .•••

7. . . .

7.13. Erection Tolerances Erection tolerances shall be defined relative to member working points a working lines, which shall be defined as follows: (a) For members other than horizontal members, the member work point sha be the actual center of the member at each end of the shipping piece. (b) For horizontal members. the working point shall be the actual centerline the top flange or top surface at each end. (c) The member working line shall be the straight line that connects member working points.

Code ofStemdard Practice for Steel Buildings alld Bridges, March 18, 2005 Code o!,Standard Practice/c)r Steet Buifdings Gild Bridges, March 18, 2005 '\MERICAN INSTITUTE OF STEEL CONSTRUCTION AlvIERICAN INSTITUTE OF STEEL CONSTRUCTION 16.3-44 16.3-4 When PI.Umhing columns. app.IY.Ie t~mpa. ra!Ure adjustment. at a rate oU/alh. par 10 change of 150 F (2 mm pel' 10000 mm for. (lach change of . temperall.lre attha time of I:!rootlon and the watklnS mperatura.

oI ~ I Length - - - - - - . 'i-I-- Length--t Center to canter adjacent~ I Center of rigidity

I. columns subject to mill and I fabrication tolerances a 1i. -, '0 0'T . 1': To /0 0li Ta Tt

-;r. Jlj}~~I:'I-"::-t" ~~ ~ ~~r l--- Establishe.d Column Lines--r--_-,-"'-'- _ .~..,...-r~..,..B..,..u-ild-in-g-L-ine- ------v"---- Figure C-7.2. Tolerances in plan location ofcolumn.

I t The tolerances on position and alignment of member working points and working lines shall be as described in Sections 7.13.1.1 through 7.13.1.3.

1.1. For an individual coluum shipping piece, the angular variation of the working line from a plumb line shall be equal to or less than 1/500 of the distance between working points, subject to the follOWing additional limitations: (a) For an individual column shipping piece that is aqiacent to an elevator shaft, the disIJlacement of member working points shall be equal to or less than 1 in. [25 rnm] from the Established Column Line in the first 20 stories.

Above this level, an increase in the displacement of 1/32 in. [1 mrn] is pennitted for each additional sto!y up to a ma;'(imum displacement of 2 in. [50 rnm] from the Established Column Line. (b) For an exterior individual column shipping piece, the displacement of member working points from the Established Column Line in the fIrst 20 stories shall bi:) equal to or less than 1 in. [25 mm] toward and 2 in. [50 mm] Figure C-7.1. Effects ofdifferential column shortening. away from the bUilding line. Above this level, an increase in the displacement of 1/16 in. [2 mrn] is permitted for each additional sto!y up to a ma.ximum displacement of2 in. [50 mm] tOward and 3 in. [75 mm] away from the building line.

orStandard Practice/or Steel Buildings and Bridges, March 18,2005 Code ofStandard Practice for Steel BuildinKs and Bridzes. March I R. 20()<; 16.3-46 16.3 this horizontal envelope of 1/2 in. [13 mm] is permitted for each additi< ft [30:0(.)0 m] in length up to a maximum width of3 in. [75 mm].

Established Column Lines

(d) For an exterior column shipping piece, the displacement of mem working points from the Established Column Line, parallel to the build line, shall be equal to or less than 2 iu. [50 rom] in the first 20 star Above this level, an increase in the displacement of 1116 in. [2 rum: permitted for each additional story up to a maximum displacement of 3 [75 rom] parallel to the building line.

7.13.1.2. For members other than column shipping pieces, the following limitations sl apply: - 0= Toleran~ required by manufacturer (a) For a member that consists of an individual, straight shipping piece with of wall UOits plus survey tolerances. field spliye~i other than a cantilevered member, the variation in alignm shaH be acceptable if it is caused solely by variations in column alignm Figure C-7.3. Clearance required to accommodate fascia. andlor primary supporting member alignment that are within permissibl~ :v;~riations for the fabrication and erection of such members.. (b) For a member that consists of an individual, straight shipping piece t connects to a column, the vaJiation in the distance from the mem working point to the upper finished splice line of the column shall be eq to or less thanplus 3/16 in. [5 mm] and minus 5/16 in. [8 rom]. (c) For a member that consists of an individual shipping piece that does' connect to a column, the variation in elevation shall be acceptable if i1 caused solely by the variations in the elevations of the supporting memb within the permissible variations for the fabrication and erection of the members. (d) For a member that consists of an individual, straight shipping piece and t is a segmegt;of a field assembled. unit containing field splices betwt points of support, the plumbness, elevation and alignment shall (c) For an exterior individual column sh.ipping piece, the member v a;cceptabler,i,f the lll1g:ular v.ariation of the working line from the p points at any splice level for multi-Tier buildings and at the tops of col alignment 'is equal to or less than 11500 of the distance between worki for single~ Tier buildings shaJ1.£al1 within a horizontal envelope, parallel points. ' the building line, that is equal to or less than 1 1/2 in. [38- rom] wide buildings up to 300 ft [90 000 rom] in length. An increase-in the width

ofStandard Practice for Steel Buildings and B~~~?"e~, ~~~~_18, 2005 Code ofStandard Pt:acticefor Steel Buildings and Bridges, lviarch 18, 2005 16.3-48 16.3- bf max +_h_ 1000 Mfnimum clearance envelope

dmax h ...J -2-+15i5'O

36th FL ...J SOOL 5Iope1/1S·..............}4%.tI per story Individual pieces within envelope defined at left L .1. L 20thFL \ For enclosures or attachments that f Braced Point may follow column alignment.

Plumb--~_ l "II U1000 [ ] I Elev. Varias I Minimum clearance envelope Envelope of actual location of working points to Established Column Llne. See Fig. G-7.5 ! §g> I ,\ Braced Point 1ope 500 1 l :2m':; / =, rEstablished Column Line I

~ Between brace points (usually stories) Elev. Varies

~I I I

Slope 500'--....~ I I J...+..-_ Established Column linE I r Slope 500 I ~---- Established Column Line I L L I For enclosures or attachments that Envelope within which all must be held to prec1se plan location. working points must fall. 1/4" II 1/4" [6mmJ [6mm 1 L ;: Actual center to canter of columns;: plan dimensions! column Tolerance on location cross section tolerance of columns! beam length tolerance. of W.P. at base.

T a;: Plumbness tolerance away from building Una (varies, see Fig. c-7.5) 1'lote: The pjumt! Ilo~ tl1roughthe bas~ worldog point fur an Indlvld Tt;: Plumbness tolerance toward building line (varies, see Fig. C07.S) Wl.th plumbnas~t9Ie. .. 9. p~c1se. PI.Cll1 locatio!') caUSeSact 18.. not ns.ce.ss,.6.rll.Y. tn be. 7,13.1,1. ... Illy accuracies In I f tha Tp = Plumbness tolerance parallel to building line (=Ta) EstabUshed COlumn a, foundati anchor rods beyond thaEmctor's control FigUl'( 7.4. Clearance required to accommodate accumulated column tolerance.

Figure C-7.5.Exterior column plumbness tolerances normal~ilding line.

Code:ojStandard Practice for Steel Buildings and Bridges, March 18,7°05 Code ofStandard Practice for Steel Buildings and BridKes, M.ar~h 18. 2005 16.3-50 16.3-5: _____ ['--_8~ldingLine Established Column Lines l' (g) For a member that is fully assembled in the field in an unstressed condition

I the same tolerances shall apply as iffuHy assembled in the shop. -i;::-=--==-- ::::f:==---":====-+====-=:::;:::;:+;:-;::;::;;;::::;:c-~ ~! _----:'---_-'-r_E~tablishad Column ln~ -+__ (h) For a member that is field-assembled, element-by-element in place

1!~r temporary support shall be used or an alternative erection plan shall be submitted to the Owner's Designated Representatives for Design ane Construction. The tolerance in Section 7.13.1.2(d) shall be met in the suppmied condition with working points taken at the point(s) of temporal) ! support.

L Maximum envelope for worl<inQ8oints of all columns etany given elevalion E=1 1/2 in. [38 mm I for up to"3 0 ft. [90 QOOmml of lengtii; sddtl2in. [ 13 mm ] for each 100 ft [ 30 000 mm lof length with 3 in. [ 75 rom 1max.tolal.

Column plumbness tolerance - See Figures G-7.4 and G-7.5 + Indicates column working points At any splice elevation, envelope 'E" is located wil.hinthe limits Ta and Tt At any splice elevation, envelope "EO may be \ol;:atad offset from :the corresponding envelope at the adJacant splice elevations. above and below, by an amount not greater than 5~O of the column lengl.h. ,13.1.3.. For members thatare identified as Adjustable Items by the Owner's Designated Figure C-7.6. Tolerances in plan at any splice elevation ofexterior columns. Representative for ;Design. in the Contract Documents, the Fabricator shall provide adjustable. G.<mnectioris for these members to the supporting Structural Steel frame. Othe~ise, the Fabricator is permitted to provide non-adjustable (e) For a cantilevered member that consists of an individual, straight shipping Connections. When 'Adjustable Items are specified, the Owner's Designated piece, the plumbness, elevation and alignment shall be acceptable if the Representative for Design shall indicate the total adjustability that is required angular variation of the working line from a straight line that is extended in for the proper aligr,ttp.ent of these supports tor other trades. The variation in the the plan direction from the working point at its suppOlied end is equal to or position and aliglllp.~pt of Adjustable Items shall be as follows: less than 11500 of the distance from the working point at the free end. (f) For a member of irregular shape, the plumbness, elevation and alignment (a) The variation in the vertical distancefrom the upper finished splice line of shall be acceptable if the fabricated member is within its tolerances and the the nearest column to the support location specified in the structural Design members that support it are within the tolerances specified in this Code. Drawings shall be equal to or less than plus or minus 3/8 in. [10 rt1Ii1]. (b) The variation in the horizontal distance from the established :nnish line at the particular flo();r shall be equal to or less than plus or minus 3/8 in. [10 rom]" ' (0) Th~ variation in.. vertical and horizontal alignment at the abutting ends of Adjustable Items shall be· equal to or less than plus or minus 3/16 in. [5 mm].

Codevj Standard Practice for Steel Buildings and Bridges, March 18,2005 .. - - _ _.•.. -, -- -_. ._-_._- - - - ~._.- __ Code ofStandard Practice for Steel Buildings and Bridges, 18,2005 16.3-52 16.3-5:

500 500 7.13.3. Prior to placing or applying any other materials, the Owner's Designatec 11 ~ _....- - - - - - -.... Representative tor Construction shall deternline that the location of the "",~ . + Structural Steel is acceptable for plumbness, elevation and alignment. The Erector shall be given either timely notice of acceptance by the Owner'i Designated Representative for Construction, or a listing of specific items thai are to be corrected in order to obtain acceptance. Such notice shall be renderec promptly upon completion of any part of the work and prior to the start of work by other trades that may be supported, attached or applied to the Structural Steel frame.

7.14. Correction of Errors The correction of minor misfits by moderate amounts of reaming, grinding, + Support Points welding or cutting, and the drawing of elements into line with drift pins, shall be considered to be norma] erection operations. Errors that cannot be corrected • Field SplIces using the foregoing means, or that require major changes in member or Figure C-7.7. Alignment tolerancesj()r members with field splices. Connection configuration, shall be promptly reported to the Owner's Designated Representatives for Design and Construction and the Fabricator by the Erector, to enable the responsible entity to either correct the error or approve the most efficient and economical method of correction to be used by others.

7.13.2. In the design of steel structures, the Owner's Designated Representative fQr Design shall provide for the necessary clearances and adjustments fO,r n:ate:IaI furnished bv other trades to accommodate the mill tolerances, fabncatIOll Cuts, Alterations and Holes for Other Trades tolerances m;d erection tolerances in this Code for the Structural Steel frame. Neither the Fabricator nor the Erector shall cut, drill or otherwise alter their work, nor the work of other trades, to accommodate other trades, unless such work is clearly specified in the Contract Documents. When such work is so specified, the Owner's Designated Representatives for Design and Construction shall furnish complete inf()rnmtion as to materials, size, location and number of alterations in a timely manner so as not to delay the preparation of Shop and Erection Drawings.

Handling and Storage The Erector shall take reasonable care in the proper handling and storage of the Structural Steel during erection operations to avoid the accumulation of excess

Cod~ ofStandard Practice for Steel Buildings and Bridges, March 18, 2005 Code qfStandard Practice for Steel Buildings and Bridges, 18,2005 Matthew Martinez </o=mex02/ou=Exchange Administrative Group From: (FYDIBOHF23 SPDLT)/cn=Recipients/cn=rnmartinez.johngrable.com_aa5dd83 92> Sent: Friday, March 8, 2013 10:27 AM To: 'Daniel Boddie' <[email protected]>; 'Thomas Pittman' <[email protected]> Cc: John Grable <:[email protected]> Subject: METAL BLDG AND MATERIAL TOLERANCES Attach: 4557_OO1.pdf; 4556_001.pdf

TEAM, PLEASE FIND ATIACHED PDFS OF ALLOWABLE TOLERANCES FOR MATERIALS AND PEMB ERECTION STANDARDS SUPPLIED BY SCHULTE, THANKS -MATI

MATIHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 3S W: WWW.JOHNGRABLE.COM 4557_OOl.pdf Table 10.1 Cold~formed Structural Members Formed Structural Members Dimension Tolerances + - D 3/16" 3/16" B 3/16" 3/16" Geometry d 3/8" 1/8" 81 3° 3° 82 5° 5° E1 1/8" 1/8" E2 1/8" 1/8" E3 1/8" 1/8" Hole S1 1/16" 1/16" Location S2 1/16" 1/16" F 1/8" 1/8" p 1/8" 1/8" LenQth (L) 1/8" 1/8" Camber (C) 1/4" x L (ft)/ 10 Minimum Thickness (t) 0.95 (Design t)

12 IAS/MB/004 August 10, 2012 Figure 10.1 Cold-formed Structural Members

o D --llI>41-<o1t- t I t=rd ~ E3 1----. P H -+- 4- -+ , +i+ -;-I t E2 jS 2I I t r--.----..-.-- L (Lengthl .1 , ~ i C~-··--_···----r-

13 IAS/MB/004 August 10, 2012 Table 10.2 BUilt-up Structural Members

Built-up Structural Members Dimension Tolerances + - a 3°_ 1/4" Max 3°-1/4" Max b 1/4" 1/4" d 3/16" 3/16" e 1/8" 1/8" c 0/72" f 0/72" E1 1/8" 1/8" E2 1/8" 1/8" _.,-- E3 1/8" 1/8" S1 1/16" 1/16" S2 1/16" 1/16" F 1/8" 1/8" Lenqth (L) 1/4" 1/4" Sweep (S) Runway Beams 1/8" x L(ft)/10 All Other members 1/4" x L(ft)/ Camber (C) 1/4" x L(ft)/10 N1 1/8" 1/8" N2 3/16" 3/16" G1 1/16" 1/16" Splice G2 1/16" 1/16" Plates Up to 24" 1/8" 1/8" H 24" to 48" 3/16" 3/16" Over 48" 1/4" 1/4" J 1/4" 1/4"

14 IASIMBI004 August 10,2012 Figure 10.2(a) Built-up Structural Member

.".; f.., b <t. of flange -T-·~' .,,: . ! ( I: ;0

==-==~. t

, c., ~. i .::: i

e~bb====! ~ 1==

A

Section AA

15 IAS/MB/004 August 10, 2012 Figure 10.2(b) Built-up Structural Member

-+- F!:~---"+"'-

16 IASIMBI004 August 10, 2012 The substitution of other working points is pennitted for ease of reference, provided they are based upon the above definitions.

The tolerances on Structural. Steel erection shall be in accordance with the requirements in SectiOns 7.13.1 through 7.13.3.

7.13. Erection Tolerances Erection tolerances shall be defined relative to member working points a working lines, which shall be defined as follows: (a) For members other than horizontal members, the member work point shu be the actual center of the member at each end of the shipping piece, (b) For horizontal members, the working point shall be the actual centerline the top flange or top surface at each end, (c) The member working line shall be the straight line that connects tt member working points.

Code o.(Standard hactice for Steel Buildings and Bridges, March 18, 2005 Code olStandard Practice jiJr Steel Buildings Clnd Bridges, March 18,2005 AMERICAN INSTITUTE OF STEEL CONSTRUCTION :'\MERJCAN INSTlTUTI:': OF STEEL CONSTRUCTION 16.3-44 16.3-45 Whenplumbing columns, apply;a temperature adjustment at a rate of1/8m. per 100 ft. fcreach chang&of 15 PF [2 mm per 10 OOOmm for each Change of 1So CJ between the temperature at the time of erection and lJ\e worklng temperatura.

o ® I ! l I.

Y-Ill ------.

Splice elevation shown in Design DraWings

Finish Une rr rI T,I, - - , ' - - .! ~~-;- l r------ Length ------·..,..1- r-, Length--i Center of rigIdity I ~I Finish Line :I

I, orr I l It Lr-L 1a "0 <Il 1'1' J .Q .Q ~~r~ia I

7.13.1. The tolerances on position and alignment of member working points and working lines shall be as described in Sections 7.13.1.1 through 7.13.1.3.

7.13.1.1. For an individual column shipping piece, the angular variation of the working line fi'om a plumb line shall be equal to or less than l/500 of the distance between working points, subject to the following additional limitations: (a) For an individual colunm shipping piece that is adjacent to an elevator shaft, the displacement of member working points shall be equal to or less than 1 in. [25 mm] from the Established Column Line in the first 20 stories.

Above this level, an increase in the displacement of 1/32 in. [1 mm] is pennitted for each additional story up to a maximum displacement of 2 in. [50 rum] from the Established Column Line. (b) For an exterior individual column shipping piece, the displacement of member working points from the Established Column Line in the first 20 stories shall be equal to or less than 1 in. [25 mm] toward and 2 in. [50 mm] F·19ure C-71 E'ffiects 0+ - . .:JJ ~.diffierential column shortening. away from the bUilding line. Above this level, an increase in the displacement of 1/16 in. [2 mm] is permitted for each additional story up to a maximum displacement of2 in. [50 mm] toward and 3 in. [75 mrn] away from the bUilding line.

a/Standard Practice for Steel Buildin?~ an~ Bridges, March 18,2005 AMn"R Tr A N TNSTIH lTE OF STEEL CONSTRUCTION Code afStandard Practicefor Steel Buildings and Bridges, March /2005 ANfERICAN INSTITUTE OF STEEL CONSTRTTf:TTON 16.3-46 16.3- this horizontal envelope of 1/2 in. [13 rom] is permitted for each additiOl ft [30:0'00 m] in length up to a maximum width on in. [75 nun].

Establi~hed Column LInes

p~lJ!de WIt $IottCOiflOP!iOM nOles-and J

~ or sims 0 accoi'ri0d8le tolerances. (d) For an exterior column shipping piece, the displacement of mero1: i. ,,_OW" plus tolerances .I~ working points from the Established Column Line, parallel to the buildiJ line, shall be equal to or less than 2 in. [50 rum] in the first 20 stOril Above this level, an increase in the d~splacement of 1/16 in. [2 rum] permitted for each additional story up to a maximum displacement of 3 i If facia joints are sel from nearest column [75 mm] parallel to the building line. fi . h line. allowt5/8ln. [16mml for vertical ent, The entity responsible for the facia 7.13.1.2. For members other than column shipping pieces, the following limitations sh~ ust allow for progressive shorlenlng of steel columns. apply: D= ToleranCli\s required by manufacturer (a) For a member that consists of an individual, straight shipping piece witho of wall Units plus survey tolerances. field splices; other than a cantilevered member, the variation in alignme shall be acceptable if it is caused solely by variations in column aligmne Figure C-7.3.Clearance required to accommodate fascia. and/or primary supporting member alignment that are within tJ permissibl~ Y'J.riations for the fabrication and erection of such members. ~ (b) For a memb~i: that consists of an individual, straight shipping piece th connects to a column, the vmiation in the distance from the memb working point to the upper finished splice line of the column shall be equ to or less than plus 3/16 in. [5 mm] and minus 5/16 in. [8 rum]. (c) For a member that consists of an individual shipping piece that does n Connect to a column, the variation in elevation shall be acceptable if it caused solely by the variations in the elevations of the supporting membe within the permissible variations for the fabrication and erection of tho: members. (d) For a member that consists of an individual, straight shipping piece and th is a segrneg~~pf a field assemble,! unit containing field splices betwe{ points of support, the plumbness, elevation and alignment shall 1 (c) For an exterior individual colunm shjpping piece, the member ~~eptapler"if the UBg:ular variation of the working line from the pl~ points at any splice level for multi-Tier buildings and at the tops of cotlLlmrl$ alignment 'is equal to' or less than 1/500 of the distance between workin for single~Tier buildings shall fall within a horizontal envelope, parallel points. the building line, that is equal to or less thail 1 1/2 in. [38~ rom] wide buildings up to 300 ft [90 000 mm] in length. An increase~in the width

ofStandard Practice jor Steel Buildings and Bridges, March 18, 2005 Code ofStandard Pr:acticefor Steel Buildings and Bridges, M 18,2005 AMERICAN INSTITUTE-OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTL-::11'T 16.3-48 16.3-4' bf max h bf max _h_ -z-+15OOl ! -I- l - - Established ~~Iumn 2 1000 I--J--+_l.--.o--r r '. Line i 3".

Minimum clearance envelope [75mmJ~[50mmJ Splice

dmax h -2-+15Oii I ,, I, dmax h 36th FL. I ...J -2-+1'000 I I 500L I Slope 1/16"~-¥',M.-'J per stOI'l I, Individual pieces within envelope defined at left _--::::...--;.\I..

L L \ 20th FL.

I Braced Point L~f For enclosures or attachments that may follow column alignment. , I

Plumb--~~.,4.4 I L~ U1000

L~':\-_---~::: Point bfmax h bfmax+_h_+ TpT. . [50 mm !.-')2=-"-+::,.qLj--1!.....· [25 mm J -2-+1000+~, 2 1000 ! I, Elev. Varies I Minimum dearance envelope ~ - -__\'\'\Iil~ \Z:~E~~l ,Tp Tp, Envelope of ~ctuallocatiof) ed of working pomts to Establish .

I ; :g :::i \ ~ 'Column Une. See Fig. G-7.5 I 0> :§ \ Braced Point dmax h +,.. 1 1 ':; Slope 500 ---lL74H / -2-+1000 'p I ro -Established Column Line ,~ Between brace points (usually stories) EJev. Varies I ...J Slope 5 6 0 - " I, I Established Column LIne

II Slope 500 ~---- Established Column Line I L L r lIIl •• •i• For enclosures or at1achments thet Envelope within which all must be held to predse plan locaUon. working points must fail. 1/4'--W-1/4" [6mmJ (6mmJ L = Actual center to center of columns'" plan dimensions "± column Tolerance on location cross section tolerance of columns t beam length tolerance. of W.P. at base.

Ta = Plumbness tolerance away from building line (varies, see Fig. C-7.S) Note: The plumb line iliroughthe base working point for an Individual column Tt = Plumbness tolerance toward bUilding line (varies, see Fig. G-7.5) is not necessarily the precise plan location because Sect 7. i 3.1.1 deals only TP = Plumbness tolerance parallel to building line (=Ta) with pJumbness tolerances and does not inclUde inaccuracies in locellon of the Established Column Line, foundations and anchor rods beyond the Erector's control Figure C-7.4. Clearance required to accommodate accumulated column tolerance. Figure C-7.5.Exterior column plumbness tolerances normal to building line.

C ?fStandard Practice for Steel Buildings and Bridges, March 18, 2005 Code ofStandard Practice for Steel Buildings and Bridges, Marc!, 2005 AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCnON 16.3-50 16.3-51 Building LIne

Eslablisned--+------l-----+------J-----!

Column Lines (g) For a member that is fulIy assembled in the field in an unstressed condition the same tolerances shall apply as iffuHy assembled in the shop. ' (h) For a member that is field-assembled, element-by-element in place, 777.,?/;-p;,===/=/1b7=7:J7)==~/'7:~ .~..,.,r77./777??77?7:J7)~==Tl:=~7?( 7,/ 1'7", temporary support shall be used or an alternative erection plan shall be ~ ':ll v / J~.J//f,jf' #/' #/.f/ ... submitted to the Owner's Designated Representatives for Design and

I \T-- I I Construction. The tolerance in Section 7.13.1.2(d) shall be met in the supported condition with working points taken at the point(s) of temporary support.

L Maximum envelope for working points of all columns at any given elevation E=11/2 in. [38 mm I for up to 300 ft. [90000 mm I of lengtti; add 1/2 In. [ 13 mm I for each 100 fI:. [30000 mm I of length wIth 3 in. [75 mm J max. tolar.

[ Column plumbness tolerance - See Figures C·7.4 end Co7.5 + Indicates column working points At any splice elevation, envelope "E" is located within the limits Ta and Tt At any sp/[ce elevation, enVelope WE" may be locatad offsatfrom the corresponding envelope at the adjacent splice elevations, above and below, by an amount not greater than sbo of the column length. " . . .J • • • .J. For members that are identified as Adjustable Items by the O"vner's Designated Figure C-7.6. Tolerances in plan at any splice elev.ation ofexterior columns. Representative for pesign in the Contract Documents, the Fabricator shall provide adjustable" G,onnections for these members to the supporting Structural Steel frame. Otheny~se, the Fabricator is permitted to provide non-adjustable (e) For a cantilevered member that consists of an individual, straight shipping Connections. When: Adjustable Items are specified, the Owner's Designated piece, the plumbness, elevation and alignment shall be acceptable if the Representative tor Design shall indicate the total adjnstability that is required angular variation of the working line from a straight line that is extended in for the proper anJPmlent of these supports for other trades. The variation in the the plan direction from the working point at its supported end is equal to or position and aligI1m~l1t of Adjustable Items shall be as follows: less than 1/500 of the distance from the working point at the free end. (f) For a member of irregular shape, the plumbness, elevation and aligmneut (n) The var[at!Cln in the vertical distance from the upper finished splice line of shall be acceptable if the fabricated member is within its tolerances and the the nearest column to the support location specified in the Structural Desi£m members that support it are within the tolerances specified in this Code. Drawings shall be equal to or less than plus or minus 3/8 ill. [10 mm]. '" (b) The variation in the horizontal distance from the established finish line at the particular floor shall b~ equal to 9r less than plus or minus 3/8 in. [10 mml· ". (c) Th~ variation ll.,vertical and horizontal alignment at the abutting ends of Adjustable Items shall be· equal to or less than plus or minus 3/16 in. [5 mm].

'{Standard Practice for Steel Buildings and Bridges, March 18,2005 Code ofStandard Practice for Steel Buildings and Bridges, Marc. }2005 AMERlCAN INSTITUTE OF STEEL CONSTRUCTION AMERlCAN INSTITUTE OF STEEL CONSTRUCnON 16.3-52 16.3-53

+~~ 7.13.3. Prior to placing or applying any other materials, the Owner's Designated kepresentatlve for Construction shall determine that the location of the Stl1lctura] Steel is acceptable for plumbness, elevation and aliglID1ent. The Erector shall be given either timely notice of acceptance by the Owner's Designated Representative for Construction, or a listing of specific items that arc to be cotTected in order to obtain acceptance. Such notice shall be rendered promptly upon completion of any part of the work and prior to the start of work by other trades that may be supported, attached or applied to the Structural Steel frame.

7.14. Correction of Errors The correction of minor misfits by moderate amounts of reaming, grinding, + Support Points \I/elding or cutting, and the drawing of elements into line with drift pins, shall be considered to be normal erection operations. Errors that cannot be corrected It Field Splices using the foregoing means, or that require major changes in member or Figure C-7. 7. Aligl1J1leni tolercmcesfor members with field splices. Connection configuration, shall be promptly reponed to the Owner's Designated Representatives for Design and Construction aJld the Fabricator by the Erector, to enable the responsible entity to either correct the error or approve the most efficient and economical method of correction to be used by others.

7.13.2. In the design of steel stmctures, the Owner's Designated Representative for Desiq,n shall provide for the necessary clearances and adjustments for material fi.lmi~hed by other trades to accommodate the mill tolerances, fabrication Cuts, Alterations and Holes for Other Trades tolerances and erection tolerances in this Code for the Structural Steel frame. Neither the Fabricator nor the Erector shall cut, drill or otherwise alter their work, nor the work of other trades, to accommodate other trades, unless such work is clearly specified in the Contract Documents. When such work is so specified, the Owner's Designated Representatives for Design and Construction shall fumish complete infonnation as to materials, size, location and number of alterations in a timely manner so as not to delay the preparation of Shop and Erection Drawings.

Handling and Storage The Erector shall take reasonable care in the proper handling and storage of the Structural Steel during erection operations to avoid the accumulation of excess

Standard Practice jar Steel Buildings Clnd Bridges, March 18, :?O05 Code (~f Standard Praciicefor Sieel Buildings and Bridges, MarcJ )2005 ArvlERICAN INSTITUTE OF STEEL CONSTRUCTION A1'viERJCAN INSTITUTE OF STEEL CONSTRUCTION Matthew Martinez </o=mex02/ou=Exchange Administrative Group <# !\Il'>r'f"h 1 3 2 (FYDIBOHF23SPDLT)/cn=Recipients/ cn=mmartinez.johngrable.com_aa5dd8392> Erick Key <[email protected]> RE: Material Tolerances 41<8

HEY ERICK, I HAD A QUESTION REGARDING THE MOTOR FOR THE HANGAR DOORS, IS THAT SOMETHING TYPICALLY INCLUDED IN THE METAL BUILDING? IF NOT HOW COULD I GO ABOUT DEFINING A SPEC FOR THAT? IS THERE A MANUFACTURER OR SOMETHING YOU OR YOUR ENGINNER COULD SPEC, SINCE IT'S A SCHULTE DOOR?

MATTHEW M. MARTINEZ, ASSOC. AlA

222 AUSTIN HVVY, SAN Ai>.lTONJO. TDU.. S lfG09

From: Erick Key [mailto:[email protected]] sent: Thursday, March 07, 2013 4:48 PM To: Matthew Martinez Subject: Material Tolerances

. Matt,

Attached are the tolerances we work with in material.

Thanks, ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[] John Grable <l0=MEX02/0U=EXCHANGE ADMINISTRATIVE March 21, 2013 9:18 AM GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTSI CN=JGRABLE.JOHNGRABLE.COM_55280B3AB> To: Daniel Boddie <[email protected]> Cc: Matthew Martinez <l0=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Mmartinez.johngrable.com_aa5dd8392> Re: Off the top of my head

Daniel Matt is calling Schulte Building Systems to verify proper door dimensions We will have an answer this am Plan on moving out Sent from my iPad On Mar 21, 2013, at 9:10AM, "Daniel Boddie" <[email protected]> wrote: We have the south side paving extension formed up at 50 1• Rebar is onsite. Please advise quickly as the longer we wait- the more cost we are going to incur.

Daniel Boddie I Partner BoDen, LLC I 210.885.9537 Cell I 11550 I.H. 10 West, Suite 395A San Antonio. TX 78230 On Mar 21,2013, at8:58 AM, Matthew Martinez <[email protected]>wrote:

hey Daniel, now that I think about it we never accounted for the possible 3 feet of extension for the door pockets because we never knew the actual number, so now would be the time to move the outside lines of the side ramps out 3 feet to accommodate for that pocket expansion. This will make the overall width of the ramps 53 feet, but I don't think thafs hurting anything. Let me know what you think Sent from MobileMatt Matthew Martinez </O=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP From: (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=MMARTINEZ.JOHNGRABLE.COM_AA5DD8392> Sent: Thursday, March 21, 2013 1:53 PM To: [email protected] Subject: Re: LATERALL WALL GIRT UPDATE

I wanted to try to get you an accurate direction, but we agreed to say "top of girt flush w/ bottom of clerestory window sill" unless the rough opening hasn't been framed, in which case we can say "aligned w rear wall high girts" and then we can adjust the window size ..

Sent from MobileMatt

-------- Original message -------- From: Daniel Boddie <[email protected]> Date: 03/21/2013 13:48 (GMT-06:00) To: Matthew Martinez <[email protected]> Subject: Re: LATERALL WALL GIRT UPDATE

Did we ever get a final elevation on this?

From: Matthew Martinez <[email protected]> Date: Tuesday, February 26, 2013 11:27 AM To: Erick Key <[email protected]> Cc: Daniel Boddie <[email protected]> Subject: RE: LATERALL WALL GIRT UPDATE ERICK, THIS IS DEFINITELY DOABLE, WE WOULD LIKE TO PROPOSE TO MOVE ALL SIDE WALL HIGH SPANDRELS TO ALIGN WITH THE HIGH SPANDRELS ON THE HANGAR BACK WALL. SHOP DRAWINGS SHOW A CL HT. OF 27'- 6", SO WE WOULD LIKE TO SET ALL GIRTS TO THIS HEIGHT. I, SUBBMITING THIS EMAIL WITH AN RFI WE RECEIVED FROM THE GC, WE HAVE TO ASK FOR SOME SIGNED APPROVAL AND DIRECTIONS FOR THIS ADJUSTMENT FROM SCHULTE'S ENGINEER TO GET THIS GOING. THANKS FOR YOUR HELP ERICK, TALK TO YOU SOON.

THANKS -MATI SEE ATIACHED PIC OF THIS CONDITION AND A GRAPHIC SHOWING THE ALIGNMENT.

i'tlATTHEW M. i'tlARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONiO. TEXAS 78209 E: MMARTIN'[email protected] P: 210-820-3332 EX. 35 W: WWWJOHNGRABLE.COM From: Erick Key [mailto:[email protected]] sent: Monday, February 25, 2013 9:51 AM To: Matthew Martinez Subject: RE: LATERALL WALL GIRT UPDATE Matt, The spandrels cannot be removed but they can be moved. After the engineer looked at the picture, his question was, can you move them to the bottom of the window opening?

This would allow for them to be moved easier due to not having the x-bracing connection to deal with.

Call me with any questions.

ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[]

From: Matthew Martinez [mailto:[email protected]] sent: Monday, February 25, 2013 9:22 AM To: Erick Key Subject: LATERALL WALL GIRT UPDATE GOOD MORNING ERICK, JUST WANTED TO CHECK IN, I COULD REALLY USE AN UPDATE ON INFO YOU MAY HAVE REGARDING THE RAISING OR REMOVAL OF THE GIRTS WE DISCUSSED ON THURSDAY, THANKS -MATI

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY. SAN ANTONIO, TEXAS 78209 E: MMARTINEZtiV.lOHNGRABLLCOM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLLCOM From: Xavier Cantu <[email protected]> Sent: Tuesday, March 26, 2013 11 :02 AM To: [email protected] Cc: Matthew Martinez <[email protected]> Subject: Door Leaf at Hanger Door.

Attach: SBS - DIAGRAM l.jpg; SBS - DIAGRAM 2.jpg

Good Morning Eric, Please see attached diagrams.

We need your approval for changes that are required for the door leafs at the Hanger. We want the metal paneling to horizontal and not vertical, as it is currently shown.

Can you approve our changes and if required, make the appropriate suggestions?

Thank you,

XAVIER CANTU AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 34 w: WVVVV.JOHNGRABLE.COM SBS - DIAGRAM 1.jpg r-r(

HORIZONTAL Z PURLINS ROTArE[)~=---+­ HORIZONTAL Z PURLINS ROTATED ~:::----+-+-+­ TO VERTICAL TO SUPPORT TO VERTICAL TO SUPPORT HORIZONTAL METAL PANEliNG HORIZONTAL METAL PANELING SBS - DIAGRAM 2.jpg TO RUN HORIZONTAL ~

L._ :~-~;:;;;~, o From: Erick Key <[email protected]> Sent: Tuesday, March 26,2013 11:30 AM To: Xavier Cantu <[email protected]> Cc: Matthew Martinez <[email protected]> Subject: RE: Door Leaf at Hanger Door.

Xavier, The material to fill in on the hanger doors is already on site. The door can be left as is with the extra material being added.

Let me know if I can help.

ERICK KEY SCHUljE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[]

From: Xavier Cantu [mailto:[email protected]] sent: Tuesday, March 26, 2013 11:02 AM To: Erick Key Cc: Matthew Martinez Subject: Door Leaf at Hanger Door.

Good Morning Eric, Please see attached diagrams.

We need your approval for changes that are required for the door leafs at the Hanger. We want the metal paneling to horizontal and not vertical, as it is currently shown.

Can you approve our changes and if required, make the appropriate suggestions?

Thank you,

XAVIER CANTU AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 34 W: WWW.JOHNGRABLE.COM Matthew Martinez </0=mex02/ou=Exchange Administrative Group # !\{I,;:::,r"Vl 3 (FYDIBOHF23SPDLT)/cn=Recipients/ cn=mmartinez.johngrable.com_aa5dd8392> . Erick Key <[email protected]> Daniel Boddie <[email protected]> spandrel beam adjustment

Erick, I don't believe there are any further issues at this point that we want to put in front of your engineer, so we would like to solicit official written permission from your engineer to adjust the height of the spandrel beams in the hangar as follows: The side wall purlins will be places below the sill of the clerestory windows of the center bays, this actual dimension a.f.f. will be determined by as built framing conditions on site The rear wall purlins will be adjusted accordingly to be in line with the side wall purlins ' final ht. a.f.f.

Please see attached detail of the proposed condition, let me know if you have any questions, thanks -matt

MATTHEW M. MARTINEZ, ASSOC. AlA

1.7.2 AUSTiN HVV\'. SAN Ai.JTON!O. H:X/''s nl:!09 A

6 T.OW. @ RIGID :--=;r:r::'1 J .. ,. F·······,~~.,'~,~, >- Z 6 ~31'-3" FRAM~ ~~·h'~"·:':: ct~ o o I o 4 Z « a: a: x W «I-_!;;: COWl- lOCI) a:~~ ASI-5 SPANDREL BEAM ADJUSTMENT 1-::;0 2 SCALE: 3/8" = 1'-0" PROJECT ADDRESS

CHECKED: MTE: 00-00-00 1 1 ASI-S A o E H F G H

z>- 6 « 0.. ~ o 5 o I o z 4 « a: 3 a:xw 3 «1-1- -<C (DWI- IOU) _ --.J - a:~f:= CD ~~~~~/8"~1~~NDREL BEAM ADJUSTMENT I-::JU PROJ ECT ADDRESS DRAWN:

CHECKED: DATE: 00-00-00 SHEET NO. 1 1 ASI-5 OF SHEETS

A B c D E F G H I Matthew Martinez </o=mex02/ou=Exchange Administrative Group From: (FYDIBOHF23SPDLT)/cn=Recipients/cn=mmartinez.johngrable.com_aa5dd8392> Sent: Thursday, March 28,2013 1:37 PM To: 'Daniel Boddie' <[email protected]> Subject: hangar door leaf

Daniel, I talked to eric, he's saying that the infill members were cut to size and delivered with all mounting clips, etc. for the door, and recommends that they be used, but im sure you've done your due diligence and took inventory of whats out there he doesn't seem to think that adding metal stud members will compromise the design of the door .

On another note, im sure we have an erector on board, so I think we should move ahead with ordering the materials for the pocket door extensions, how do you want to go about this, should we solicit these members from shulte, because I know there was talk about letting the erector get a hold of it ...

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Daniel Boddie <[email protected]> Sent: Monday, April 1, 2013 11:08 AM To: Xavier Cantu <[email protected]> Cc: Matthew Martinez <[email protected]> Subject: Re:DoorLeafatHangerDoo~

Xavier/ Matt, I went and checked onsite, we have a bundle of light gauge channels (14) that are stamped with Door pocket on them. We do not have any 10" z purlins.

Please advise.

Daniel Boddie I Partner BoDen, LLC I 210.885.9537 Cell I 11550 I.H. 10 West, Suite 395A San Antonio, TX 78230

From: Xavier Cantu <[email protected]> Date: Tuesday, March 26, 2013 3:01 PM To: Daniel Boddie <[email protected]> Cc: Matthew Martinez <[email protected]> Subject: FW: Door Leaf at Hanger Door.

Daniel, Please see Erick's response below to the attached diagram and email we sent him.

The diagrams includes our suggestions to the horizontal paneling.

XAVIER CANTU AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: XCANTU@JOHNGRABLECOM P: 210-820-3332 EX. 34 w: WWVV.JOHNGRABLE.COM

From: Erick Key [mailto:[email protected]] sent: Tuesday, March 26, 2013 11:30 AM To: Xavier Cantu Cc: Matthew Martinez Subject: RE: Door Leaf at Hanger Door.

Xavier, The material to fill in on the hanger doors is already on site. The door can be left as is with the extra material being added.

Let me know if I can help.

ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[]

From: Xavier Cantu [mailto:[email protected]] Sent: Tuesday, March 26, 2013 11:02 AM To: Erick Key Cc: Matthew Martinez Subject: Door Leaf at Hanger Door.

Good Morning Eric, Please see attached diagrams.

We need your approval for changes that are required for the door leafs at the Hanger. We want the metal paneling to horizontal and not vertical, as it is currently shown.

Can you approve our changes and if required, make the appropriate suggestions?

Thank you,

XAVIER CANTU AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: XCANTU@JOHNGRABLECOM P: 210-820-3332 EX. 34 w: WII\I\N.JOHNGRABLE.COM \Erick Key <[email protected]># April 12, 2013 4:23 PM To: [email protected] lll <tpittman @Iewisenergy.com> Cc: [email protected] II <[email protected]> Proposal on replacement material

Tom, Attached is the proposal for the replacement material for the hanger in Uvalde. Please have the erector verify quantities and materials.

I can have this material delivered the week of the 22 nd .

To be able to do this we have to get all of the outstanding balances that are owed to Schulte Building Systems for this job paid for. We need to get this resolved before any fabrication can take place.

Let me know how you want to proceed.

Thank you, ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[] .,.'.... .:/ , .. , PLEASE NOTE: THIS ORDER WILL NOT Quote No. Quote Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 88611 04/12113 1. SIGNED CONFIRMAnON OF THE QUOTATION BUILDING COMPOfJENTS 2. JOBSITE INFORMATION A DIVISION OF SCHULTE BUILDING SYSTEMS, L.I:~ 17600 BADTKE RD, HOCKLEY, TX 77447 A. WRITTEN DIRECTIONS TO THE JOSSrrE Load Date: TSD PHONE: 281.213.6100 FAX: 281.213.6101 B. THE PHYSICAL ADDRESS 1.866.749.COMP(2667) « C. CONTACT NAME AND PHONE NUMBER SoldTo: GLACIERCAP CONSTRUCTION Ship To: LOS CERRITOS 10067 JONES MALTSBERGER COUNTY ROAD 410 SAN ANTONIO, TX 78216 UVALDE, TX 78802 United States United States Phone: (210) 384-5892 Fax: (210) 375-0823 Phone: 210-262-1686 Fax: 210-375-0823

Salesperson Customer Tamis «< Purchase Order Number < <Contact ShillVia House Account GCOO19 COD HANGER REPLACEMENT

Piece Sq. Feet rotal unItS Total Punch Line~ Mark Descr!ption Qty L.ength per<Sheat of Materlal Weight LE TE Unit Price Total Price BUILT UP SECTION Column 1 45C1R RED OXIDE 2 28' 11-9/16" 0 920.0000 920 0.9200 LBS 846.40 BUILT UP SECTION Column 2 45C1L RED OXIDE 2 28' 11-9/16" 0 920.0000 920 0.9200 lBS 846.40 STRUCTURAL WF BEAM SPANDREL W10X12 3 49SB2 ColoeRED OXIDE 4 12' 6-1/2" 9 604.0000 604 0.9200 lBS 555~68 STRUCTURAL WF BEAM SPANDREL W10X12 4 49S81 Color:RED OXIDE 4 12' 6-1/2" 0 604.0000 604 0,9200 LBS 555.68 STRUCTURAL WF BEAM RAFTER W10X12 5 47R1 Color:RED OXIDE 4 11' 11-5/8" 0 656.0000 656 0.9200 LBS 603.52 STRUCTURAL WF BEAM RAFTER W8X10 6 85B1 Color:RED OXIDE 4 20'10-5/8" 0 856.0000 856 0,9200 LBS 787.52 FABRICATED CEE 10 X 3.514GA RED OXIDE 7 90CH1R SEE DETAIL 1 16' 1-3/4" 0 162500 69 Special Special 6.2500 FT 101.56 FABRICATED CEE 10 X 3.5 14GA RED OXIDE 8 90CH1l SEE DETAIL 1 16'1-3/4" 0 16.2500 69 Special Special 6.2500 FT 101.56 STRUCTURAL WF BEAM OTHER W8X10 Color:RED OXIDE PLAIN MATERIAL TO BE FIELD CUT AND 9 DOOR TOPT INSTALLED. 1 20'0" '0 200.0000 200 G,noo LBS·. 184.00

Print Date: 04/12/13 16:06:20 Continued Next Page Page 1 \",

I' 01 THIS ORDER WILL NOT Quote No. 'Quote Date: BE PROCESSED BY SBS UNTil WE HAVE THE FOLLOWING INFORMATION 88611 04/12/13 ..

1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPO"'NTS 2. JOBSITE INFORMATION A DIVISION OF SCHULTE BUILDING SYSTEMS, LF1.• 17600 BADTKE RD, HOCKLEY, TX 77447 A. WRITTEN DIRECTIONS TO THE JOBSITE Load Date: TBD PHONE: 281.213.6100 FAX: 281.213.6101 B. THE PHYSICAL ADDRESS 1.866.749.COMP(2667) C. CONTACT NAME AND PHONE NUMBER I"le~e Sq. Feet Total Units Total I"uncn Line # Mark Description aty' of Material Weight Length Per Sheet LE TE UnitPr(ce Total i'rice ANGLE 3 X 3 X 14GA RED OXIDE X 20 10 SPANDREL ANGLE TO BE CUT IN FIELD 3 20' 0" 0 60.0000 85 LOOOO FT 60,00 STRUCTURAL CRANE BEAM #20 LB RAIL #20 LBRAll NO PAINT - BLACK CRANE BEAM 11 DOOR RAIL 20 # DOOR RAIL 20# DOOR RAIL 1 20'0" 0 400,0000 400 0.7500 LBS 300.00 STRUCTURAL ANGLE CLIP ANGLE SEE BELOW Color:RED OXIDE ANGLE 2 1/2" X 2-114" X 1/4" 0'-2" LONG 12 PM-l0 DOORSTOPS 16 2" 0 16.0000 16 2.0000 L8S 32.00 WAREHOUSE BUYOUT 50' ROLL EPDM RUBBEF 13 GASKET 1/8" X 6" WIDE 2 0 2.0000 91.5000 EA 183.00 WAREHOUSE BUYOUT 10 GAUGE FLAT BAR 1" 14 BAR WIDE TO ATTACH EPDM 24 10' 0" 0 240.0000 120 6,0000 EA 144.00 WAREHOUSE BUYOUT 1i8" X 10" X 27' LONG 15 GASKET EPDMGASKET 4 0 4.0000 126,0000 EA 504.00 12-24 X 1-1/4 SELF DRILLING HWH TEK 5 WIO 16 WASHER PLAIN 300 0 300.0000 5 151.5000 M 45.45 THE FOLLOv\1NG S8S STANDARD TERMS AND CONDITIONS OF SALE ARE A PART OF THIS QUOTATIONIORDER Sub-Total 5,850.77 FINAL ACCEPTANCE OR RE.JECTION OF THIS QUOTATIONIORDER SHALL ONLY BE MADE BY AN AUTHORIZED EMPLOYEE OR AGENT THE PRICE IS SUBJECTTO CHANGE IF NOT SHIPPED V'IITHIN 30 DAYS OF tHE ORDER Total Weight DATE. SBS IS NOT RESPONSIBLE FOR THE DETERMINATION OF THE GAUGES. LENGtH. COLORS. QUANTITIES.

ETC. REQUIRED IN THIS QUOTATIONIORDER, PLEASE REVIEWTHIS QUOTATIONIORDER CAREFULLY, YOUR 5525.132 1,100.00 Freight SIGNATURE HEREON CONSTITUTES FULL ACCEPTANCE OFTHIS QUOTATIONIORDER. lFTHE ORDER IS CANCELLEO AFTER A SIGNED CONFIRMATION HAS BEEN MADE. THE CUSTOMER V'IILL BE RESPONSI8LE FOR Tax Amoun 503.94 ALL ENGINEERING. DRAFTING OR PRODUCTION COSTS INCURRED ATTHE TIME OF CANCELLATIOt-!

AGREED AND ACCEPTED BY; Total 7,454.71 COMPANY NAME DATE BY: ~~ ..,.._~., TITLE: ..,..-_ _..,..-

Print Date: 04112113 16:06:20 Page 2 Master Rev Level: 0 PLEASE NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 79497 12/18/12 1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, L.P. 2. JOBSITE INFORMATION Load Date: 12/20/12 A. WRITIEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD, HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 C. CONTACT NAME AND PHONE NUMBER 1.866;149.COMP(2867) Sold To: SELECT BUILDING SYSTEMS Ship To: ROD LEWIS LOS CERRITOS HANGAR BUILDING-SHIP TO SCENIC LOOP RD TBD BOERNE, TX 78006 UVALDE, IX 78801 Phone: 830-981-5929 Fax: 830-981-5308 Phone: Fax:

Order Entered By Customer Terms Purchase Order Number Contact Ship Via Erick Key 888003 NO COD REQUIRED 1 ZONE 6 MILK RUN

L# Piece Sq. Feet Total Units Total Punch R# Mark Description Qty Length Per Sheet of Material Weight LE TE Unit Price Total Price 1 STRUCTURAL SQUARE TUBING COLUMN 3x3x3/16 Color:RED OXIDE TS-1 TS-1 4 11' 11-1/4" 0 340.00 340 1.0000 LBS 340.00 2 STRUCTURAL RECTANGULAR TUBING RAFTER x 6x 1/4 Color:RED OXIDE TS-2 TS-2 1 12' 6" 0 331.00 331 1.0000 LBS 331,OC 3 STRUCTURAL RECTANGULAR TUBING RAFTER x 6x 1/4 Color:RED OXIDE TS-3 TS-3 1 10' 5" 0 280.00 280 10000 LBS Z80.0C 4 lEE 12 X 2-3/8 X 2-1/8 14GA RED OXIDE 54 15' 2" 0 823.50 3.513 None None 2.6500 FT 2,182.26 5 ZEE 12 X 2-3/8 X 2-1/8 14GA RED OXIDE 18 11' 5" 0 20700 881 None None 26500 FT 548;SE

Print Dat~:o.4/15/13 08:48:54 Page 1 Master Rev Level: ~ - PLEA",...: NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 79497 12/18/12 1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, L.P. 2. JOBSITE INFORMATION Load Date: 12/20/12 A. WRITIEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD, HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 1.866.749.COMP(2667) C. CONTACT NAME AND PHONE NUMBER THE FOLLOWING SBS STANDARD TERMS AND CONDITIONS OF SALE ARE A PART OF THIS QUOTATION/ORDER Sub·Total $ 3,681.83 FINAL ACCEPTANCE OR REJECTION OF THIS QUOTATION/ORDER SHALL ONLY BE MADE BY AN AUTHORIZED EMPLOYEE OR AGENT THE PRICE IS SUBJECT TO CHANGE IF NOT SHIPPED WITHIN 30 DAYS OF THE ORDER DATE SBS IS NOT RESPONSIBLE FOR THE DETERMINATION OF THE GAUGES, LENGTH, COLORS, QUANTITIES, ETC REQUIRED IN THIS QUOTATION/ORDER PLEASE REVIEW THIS QUOTATION/ORDER CAREFULLY, YOUR SIGNATURE HEREON CONSTITUTES FULL ACCEPTANCE OF THIS QUOTATION/ORDER IF THE ORDER IS I Total Weight (lbS)1 5,346.11 Freight $ 400.00 CANCELLED AFTER A SIGNED CONFIRMATION HAS BEEN MADE, THE CUSTOMER WILL BE RESPONSIBLE FOR Sales Tax $ 336.75 ALL ENGINEERING, DRAFTING OR PRODUCTION COSTS INCURRED AT THE TIME OF CANCELLATION AGREED AND ACCEPTED BY: Total $ 4,418.58 COMPANY NAME DATE _ BY: ------ TITLE; _

Print Date: 04/15/13 08:48:54 Page 2 Master Rev Level: 0 PLEASE NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 79756 01/02/13 1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS. LoP.

2. JOBSITE INFORMATION Load Date: 01/03/13 A. WRITTEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD. HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 C. CONTACT NAME AND PHONE NUMBER 1.866.749.COMP(2667) Sold To: SELECT BUILDING SYSTEMS Ship To: ROD LEWIS LOS CERRITOS HANGAR BUILDING-SHIP TO SCENIC LOOP RD TBD BOERNE. TX 78006 UVALDE, TX 78801 Phone: 830-981-5929 Fax: 830-981-5308 Phone: Fax: Kyle Order Entered By Customer Terms Purchase Order Number Contact Ship Via Erick Key 8B8003 COD - COMPANY CHECK Kyle ZONE 6 MILK RUN

L# Piece Sq. Feet Total nits Total Punc R# Mark Description Qty Length Per Sheet of Material Wei ht LE TE Unit Price Total Price STRUCTURAL ANGLE PERIMETER ANGLE 4x4x1/4 A-1 Color:RED OXIDE 7 40~O" 0 1,848.00 1,848 09500 LBS 1,755.6 THE FOLLOWING SBS STANDARD TERMS AND CONDITIONS OF SALE ARE A PART OF THIS QUOTATION/ORDER Sub-Total $ 1,755.60 FINAL ACCEPTANCE OR REJECTION OF THIS QUOTATION/ORDER SHALL ONLY BE MADE BY AN AUTHORIZED EMPLOYEE OR AGENT THE PRICE IS SUBJECT TO CHANGE IF NOT SHIPPED WITHIN 30 DAYS OF THE ORDER DATE. SBS IS NOT RESPONSIBLE FOR THE DETERMINATION OF THE GAUGES. LENGTH. COLORS. QUANTITIES.

ETC REQUIRED IN THIS QUOTATION/ORDER PLEASE REVIEW THIS QUOTATION/ORDER CAREFULLY YOUR Total Weight (lbS>! 1,848.01 Freight $ 400.00 SIGNATURE HEREON CONSTITUTES FULL ACCEPTANCE OF THIS QUOTATION/ORDER IF THE ORDER IS CANCELLED AFTER A SIGNED CONFIRMATION HAS BEEN MADE. THE CUSTOMER WILL BE RESPONSIBLE FOR Sales Tax $ 177.84 ALL ENGINEERING. DRAFTING OR PRODUCTION COSTS INCURRED AT THE TIME OF CANCELLATION

AGREED AND ACCEPTED BY: Total $ 2,333.44 COMPANY NAME DATE _ BY: ~_ TITlE: _

Print Date:_04/15/13 08;49:15 Page 1 " Master Rev Level: PLEA",,,, NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THJ;: FOLLOWING INFORMATION 80065 01/16/13 1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, loP.

2. JOBSITE INFORMATION Load Date: 01/17/13 A. WRITIEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD, HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 C. CONTACT NAME AND PHONE NUMBER 1.866.749.COMP(2667) Sold To: SELECT BUILDING SYSTEMS Ship To: ROD LEWIS LOS CERRITOS HANGAR BUILDING-SHIP TO SCENIC LOOP RD TBD BOERNE, TX 78006 UVALDE, TX 78801 Phone: 830-981-5929 Fax: 830-981-5308 Phone: Fax:

Order Entered By Customer Terms Purchase Order Number Contact Ship Via Erick Key 888003 1/2% 10 Days, Net 30 Days Kyle ZONE 6 MILK RUN

L# Piece Sq. Feet Pl.\fiCh R# Mark Description Qty Length Per Sheet LE TE Unit Price Total Price 5/8" X 1-1/2" A325 HIGH STRENGTH STRUCTURAL BOLT WITH A194 HEAVY HEX NUT ZINC-BRONZE 75 o 75.00 24 93,6500 C 70.2 THE FOLLOWING SBS STANDARD TERMS AND CONDITIONS OF SALE ARE A PART OF THIS QUOTATION/ORDER Sub-Total $ 70.24 FINAL ACCEPTANCE OR REJECTION OF THIS QUOTATION/ORDER SHALL ONLY BE MADE BY AN AUTHORIZED EMPLOYEE OR AGENT THE PRICE IS SUBJECT TO CHANGE IF NOT SHIPPED WITHIN 30 DAYS OF THE ORDER 2~4~.8I DATE. SBS IS NOT RESPONSIBLE FOR THE DETERMINATION OF THE GAUGES, LENGTH, COLORS, QUANTITIES, ETC REQUIRED IN THIS QUOTATION/ORDER PLEASE REVIEW THIS QUOTATION/ORDER CAREFULLY YOUR T_o_t_al_w_ei_g_ht_(_lb_S_)I-I 1_' 1---------+---------1 SIGNATURE HEREON CONSTITUTES FULL ACCEPTANCE OF THIS QUOTATION/ORDER IF THE ORDER IS CANCELLED AFTER A SIGNED CONFIRMATION HAS BEEN MADE, THE CUSTOMER WILL BE RESPONSIBLE FOR Sales Tax $ 5.79 ALL ENGINEERING, DRAFTING OR PRODUCTION COSTS INCURRED AT THE TIME OF CANCELLATION

AGREED AND ACCEPTED BY: Total $ 76.03 COMPANY NAME ~~ DATE _ BY: ~ ~ TITLE:~ ..,.._-

Print Date: 04/15/13 08:49:30 Page 1 Master Rev Level: 0 PLEASE NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 80066 01/16/13 1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, L.P. 2. JOBSITE INFORMATION Load Date: 01/17/13 A. WRITTEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD, HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 C. CONTACT NAME AND PHONE NUMBER 1.866.749,COMP(2667) Sold To: SELECT BUILDING SYSTEMS Ship To: ROD LEWIS LOS CERRITOS HANGAR BUILDING-SHIP TO 17 SCENIC LOOP RD TBD BOERNE, TX 78006 UVALDE, TX 78801 Phone: 830-981-5929 Fax: 830-981-5308 Phone: Fax:

Order Entered By Customer Terms Purchase Order Number Contact Ship Via Erick Key 888003 1/2% 10 Days, Net 30 Days Kyle ZONE 6 MILK RUN

L# Piece Sq. Feet 10..... "" ..... Total Punch R# Mark Description Qty Length Per Sheet of Material Weight LE TE Unit Price Total Price 1 CEE 6 X 2.5 16GA RED OXIDE 236 10' 1-314" 0 2,419.00 5.722 None None 1.4700 FT 3,555.9~ 2 CEE 6 X 2.5 16GA RED OXIDE 4 20' 0" 0 80.00 191 None None 1.4700 FT 117.6C 3 CHANNEL 6.125 X 3 16GA RED OXIDE 10 20'0" 0 200.00 477 None None 1.4700 FT 294.0C 4 CHANNEL 6.125 X 3 16GA RED OXIDE 4 16' 0" a 64.00 152 None None 1.4700 FT 94:01: 6 CHANNEL 6.125 X 316GA RED OXIDE 4 12' 0" 0 48.00 114 None None 1.4700 FT 70.SE 6 CHANNEL 6.125 X 3 16GA RED OXIDE 4 24'0" 0 96.00 229 None None 1.4700 FT 141.1:: 7 12 X 1 SELF DRILLING HWH CARBON SCREW WIO WASHER PLAIN 2500 0 2,500.00 45 37.5000 M 93.7~

Print Date: r--" 04/15/13 08:49:48 Page 1 Master Rev Level: - PL:EA~o:: NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 80066 01/16/13 1. SIGNED CONFIRMATION OF THE QUOTATION 2. JOBSITE INFORMATION Load Date: 01/17/13 A. WRITTEN DIRECTIONS TO THE JOBSITE B. THE PHYSICAL ADDRESS C. CONTACT NAME AND PHONE NUMBER THE FOLLOWING SBS STANDARD TERMS AND CONDITIONS OF SALE ARE A PART OF THIS QUOTATION/ORDER Sub-Total $ 4,367.04 FINAL ACCEPTANCE OR REJECTION OF THIS QUOTATION/ORDER SHALL ONLY BE MADE BY AN AUTHORIZED EMPLOYEE OR AGENT THE PRICE IS SUBJECT TO CHANGE IF NOT SHIPPED WITHIN 30 DAYS OF THE ORDER DATE SBS IS NOT RESPONSIBLE FOR THE DETERMINATION OF THE GAUGES, LENGTH, COLORS, QUANTITIES, ETC REQUIRED IN THIS QUOTATION/ORDER PLEASE REVIEW THIS QUOTATION/ORDER CAREFULLY YOUR SIGNATURE HEREON CONSTITUTES FULL ACCEPTANCE OF THiS QUOTATION/ORDER IF THE ORDER is I Total Weight (Ibs) I 6,932.31 Freight $ 400.00 CANCELLED AFTER A SIGNED CONFIRMATiON HAS BEEN MADE, THE CUSTOMER WiLL BE RESPONSiBLE FOR Sales Tax $ 393.28 ALL ENGINEERING, DRAFTiNG OR PRODUCTION COSTS INCURRED AT THE TIME OF CANCELLATION AGREED AND ACCEPTED BY: Total $ 5,160.32 COMPANYNAME_· DATE _ BY: ---'_ TITLE:.. _

Print Date: 04/15/13 08:49:48 Page 2 Master Rev Level: 0 PLEASE NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SSS UNTIL WE HAVE THE FOLLOWING INFORMATION 80140 01/17/13 1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, L.P, 2. JOBSITE INFORMATION Load Date: 01/17/13 A. WRITTEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD, HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 C. CONTACT NAME AND PHONE NUMBER 1.866.749,COMP(2667) Sold To: SELECT BUILDING SYSTEMS Ship To: ROD LEWIS LOS CERRITOS HANGAR BUILDING-SHIP TO SCENIC LOOP RD TBD BOERNE, TX 78006 UVALDE, TX 78801 Phone: 830-981-5929 Fax: 830-981-5308 Phone: Fax:

Order Entered By Customer Terms Purchase Order Number Contact Ship Via Erick Key 888003 1/2% 10 Days, Net 30 Days Kyle

L# Piece Sq. Feet Tota Units Total Punc R# Mark Description Qty Length Per Sheet of Material Wei ht I..E TE Unit Price Total Price STRUCTURAL ANGLE PERIMETER ANGLE x 3 x 1/4 A-1 Color:NO PAINT - BLACK 40'0" 0 196.00 196 0.9500 LBS 2 STRUCTURAL ANGLE PERIMETER ANGLE x 4 x 1/4 A-2 Color:NO PAINT - BLACK 40'0" 0 264.00 264 0.9500 LBS

THE FOLLOWING SBS STANDARD TERMS AND CONDITIONS OF SALE ARE A PART OF THIS QUOTATION/ORDER Sub-Total $ 437.00 FINAL ACCEPTANCE OR REJECTION OF THIS QUOTATION/ORDER SHALL ONLY BE MAOE BY AN AUTHORIZED EMPLOYEE OR AGENT THE PRICE IS SUBJECT TO CHANGE IF NOT SHIPPED WITHIN 30 DAYS OF THE ORDER DATE SBS IS NOT RESPONSIBLE FOR THE DETERMINATION OF THE GAUGES. LENGTH, COLORS, QUANTITIES, ETC REQUIRED IN THIS QUOTATION/ORDER PLEASE REVIEW THIS QUOTATION/ORDER CAREFULLY YOUR SIGNATURE HEREON CONSTITUTES FULL ACCEPTANCE OF THIS QUOTATION/ORDER IF THE ORDER IS I Total Weight (lbSII 460.01 Freight $ 100.00 CANCELLED AFTER A SIGNED CONFIRMATION HAS BEEN MADE. THE CUSTOMER WILL BE RESPONSIBLE FOR Sales Tax $ 44.30 ALL ENGINEERING, DRAFTING OR PRODUCTION COSTS INCURRED AT THE TIME OF CANCELLATION

AGREED AND ACCEPTED BY: Total $ 581.30 COMPANY NAME DATE _ BY: TITLE: _

Print Date: q4/15/13 08:50:05 Page 1 Master Rev Level: - Pi::EA;,;.:: NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE ,... ,...

THE FOLLOWING INFORMATION 80319 01/23/13 ....o<T 1. SIGNED CONFIRMATION OF THE QUOTATION 0::: BUILDING COMPONENTS I- A DIVISION OF SCHULTE BUILDING SYSTEMS, L.P. 2. JOBSITE INFORMATION Load Date: 01/24/13 A. WRITTEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD, HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 C. CONTACT NAME AND PHONE NUMBER 1.866.749.COMP(2667) Sold To: SELECT BUILDING SYSTEMS Ship To: ROD LEWIS LOS CERRITOS HANGAR BUILDING-SHIP TO SCENIC LOOP RD TBD BOERNE, TX 78006 UVALDE, TX 78801 Phone: 830-981-5929 Fax: 830-981-5308 Phone: Fax: mezzanine Order Entered By Customer Terms Purchase Order Number Contact Ship Via Erick Key 8B8003 1/2% 10 days, net 30 KYLE

L# Piece Sq. Feet TotalUnits Total Punch I R# Mark Description Qty Length Per. Sheet of Material Weight LE TE I Unit Price Total Price 1 CHANNEL 12.125 X 2 14GA RED OXIDE 17 20' 0" 0 340.00 1,295 None None ! 2.6500 FT g01.0e 2 CEE 12 X 2.5 14GA RED OXIDE 100 l' 4" 0 500,00 572 None None 0.7500 FT 375.0C 3 LGC-7 2 X 4 X 7.75 14GA RED OXIDE ANGLE CLIP 200 0 200.00 220 1.2500 EA 250.0C 4 12-24 X 1-1/4 SELF DRILLING HWH TEK 5 WIO WASHER PLAIN 250 0 250.00 " . . 151.5000 M 37.8E 5 STRUCTURAL ANGLE LEDGER ANGLE x 4 x 1/4 Color:RED OXIDE 4 40' 0" 0 1,056.00 1;(J56 0.9500 LBS 1.003.2C

Print Date: 04/15/13 08:50:25 Page 1 Master Rev Level: o PLEASE NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SSS UNTIL WE HAVE THE FOLLOWING INFORMATION 80319 01/23/13 1. SIGNED CONFIRMAnON OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, L.P. 2. JOBSITE INFORMATION Load Date: 01/24/13 A. WRITTEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD, HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 C. CONTACT NAME AND PHONE NUMBER 1.866.749.COMP(2667) THE FOLLOWING SBS STANDARD TERMS AND CONDITIONS OF SALE ARE A PART OF THIS QUOTATION/ORDER Sub-Total $ 2,567.08 FINAL ACCEPTANCE OR REJECTION OF THIS QUOTATION/ORDER SHALL ONLY BE MADE BY AN AUTHORIZED EMPLOYEE OR AGENT THE PRICE IS SUBJECT TO CHANGE IF NOT SHIPPED WITHIN 30 DAYS OF THE ORDER DATE SBS IS NOT RESPONSIBLE FOR THE DETERMINATION OF THE GAUGES, LENGTH, COLORS. QUANTITIES, ETC REQUIRED IN THIS QUOTATION/ORDER. PLEASE REVIEW THIS QUOTATION/ORDER CAREFULLY YOUR SIGNATURE HEREON CONSTITUTES FULL ACCEPTANCE OF THIS QUOTATION/ORDER IF THE ORDER IS I Total Weight (Ibs) I 3,148.41 Freight $ 400.00 CANCELLED AFTER A SIGNED CONFIRMATION HAS BEEN MADE, THE CUSTOMER WILL BE RESPONSIBLE FOR Sales Tax $ 244.79 ALL ENGINEERING, DRAFTING OR PRODUCTION COSTS INCURRED AT THE TIME OF CANCELLATION.

AGREED AND ACCEPTED BY: Total $ 3,211.87 COMPANY NAME DATE _ BY: TITLE: _

Print Date: ()4/15/13 08:50:25 Page 2 Master Rev Level: - 'PLEA~..; NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 80323 01/23/13 1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, L.P. 2. JOBSITE INFORMATION Load Date: 02101/13 A. WRITTEN DIRECTIONS TO THE JOBSITE ~ 17600 BADTKE RD, HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 C. CONTACT NAME AND PHONE NUMBER 1.!ll!!?,749.COMP{26S,!,) Sold To: SELECT BUILDING SYSTEMS Ship To: ROD LEWIS LOS CERRITOS HANGAR BUILDING-SHIP TO SCENIC LOOP RD TBD BOERNE, TX 78006 UVALDE, TX 78801 Phone: 830-981-5929 Fax: 830-981-5308 Phone: Fax: HANGER DOOR Order Entered By Customer Terms Purchase Order Number Contact Ship Via Erick Key 888003 COD - COMPANY CHECK HANGER DOOR

L# Piece Sq. Feet Total Units Total Punch R# Mark Description Qty Length Per Sheet of Material Weight LE TE Unit Price Total Price 1 CEE 10 X 2.516GA RED OXIDE 8 2' 11-1/2" 0 40.00 75 None None 2.0100 FT 80AC 2 CEE 10 X 2.516GA RED OXIDE 12 16' 0" 0 192.00 612 None None 2.0100 FT 385.9, 3 LGC-7 2 X 4 X 7.75 14GA RED OXIDE ANGLE CLIP 92 0 92.00 101 1.2500 EA 115.0C 4 DOOR CAP TRIM Gauge and Material:24ga Galvalume Girth:1' 4-112" Bends:6 Strippable Film:No Mitered:None DOOR Color:Clear Acrylic Galvalume 16 13' 2" 0 210.66 278 1.5855 FT 334.01 5 FL-51 26GA HEAD TRIM "U" PANEL GALVALUME -ACRYLIC COATED 4 21' 0" 0 84.00 2>1 0.9180 FT 77.11 6 12-24 X 1-1/4 SELF DRILLING HWH TEK 5 WIO \ WASHER PLAIN 250 0 250.00 4 151.5000 M 37.8c 7 12 X 1 SELF DRILLING HWH CARBON SCREW WIO WASHER PLAIN 250 0 250.00 4 37.5000 M 9.38 B PBD PANEL 26 GA GALVANIZED •..............•...•••..·GALVANIZED

Print Date: 04/15/13 08:50:45 Page 1 Master Rev Level: 1 PLEASE NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 80323 01/23/13 1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, loP.

2. JOBSITE INFORMATION Load Date: 02/01113 A. WRITTEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD, HOCKLEY, TX 77447 PHONE: 281.213.6100 FAX: 281.213.6101 1.866S49.COMP(;l667 B. THE PHYSICAL ADDRESS C. CONTACT NAME AND PHONE NUMBER [2J L# Piece Sq. Feet Total Units Total Punch R# Mark Description Qty Length Per Sheet of Material Wei ht LE TE Unit Price Total Price PBD 82 20' 11" o 1,715,16 61.9600 EA 5,080.7

THE FOLLOWING SBS STANDARD TERMS AND CONDITIONS OF SALE ARE A PART OF THIS QUOTATION/ORDER Sub-Total $ 6,120.42 FINAL ACCEPTANCE OR REJECTION OF THIS QUOTATION/ORDER SHALL ONLY BE MADE BY AN AUTHORIZED EMPLOYEE OR AGENT THE PRICE IS SUBJECT TO CHANGE IF NOT SHIPPED WITHIN 30 DAYS OF THE ORDER DATE SBS IS NOT RESPONSIBLE FOR THE DETERMINATION OF THE GAUGES, LENGTH, COLORS. QUANTITIES.

ETC REQUIRED IN THIS QUOTATION/ORDER PLEASE REVIEW THIS QUOTATION/ORDER CAREFULLY YOUR SIGNATURE HEREON CONSTITUTES FULL ACCEPTANCE OF THIS OUOTATION/ORDER IF THE ORDER IS I Total Weight (lbS)I _ _~__1l_1_05_._61 Freight $ 400.00 CANCELLED AFTER A SIGNED CONFIRMATION HAS BEEN MADE, THE CUSTOMER WILL BE RESPONSIBLE FOR Sales Tax $ 537.94 ALL ENGINEERING. DRAFTING OR PRODUCTION COSTS INCURRED AT THE TIME OF CANCELLATION AGREED AND ACCEPTED BY: Total $ 7,058.36 <::OMPANY NAME _ DATE _ BY: ....,. TITLE: _

Print Date: 04/15/13 08:50:45 Page 2 Master Rev Level: - PLEA~", NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 80608 01/31/13 1. SIGNED CONFIRMATION OF THE QUOTATION BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, L.P. 2. JOBSITE INFORMATION Load Date: 02/01/13 A. WRITIEN DIRECTIONS TO THE JOBSITE 17600 BADTKE RD, HOCKLEY, TX 71447 PHONE: 281.213.6100 FAX: 281.213.6101 1.866.749.COMP(2667) B. THE PHYSICAL ADDRESS C. CONTACT NAME AND PHONE NUMBER [2] Sold To: SELECT BUILDING SYSTEMS Ship To: ROD LEWIS LOS CERRITOS HANGAR BUILDING-SHIP TO SCENIC LOOP RD TBD BOERNE, TX 78006 UVALDE, TX 78801 Phone: 830-981-5929 Fax: 830-981-5308 Phone: Fax:

Order Entered By Customer Terms Purchase Order Number Contact Ship Via Erick Key 5B5003 COD - COMPANY CHECK KYLE K. ZONE 6 MILK RUN

L# Piece Sq. Feet Total Units Total Punch R# Mark Description Qty Length Per Sheet of Material Weight LE TE Unit Price Total Price 1 CHANNEL 6.125 X 314GA RED OXIDE 6 20' 0" 0 120.00 342 None None 1.7600 FT 211.2C :2 CHANNEL 6.125 X 3 14GA RED OXIDE 8 15' 0" 0 120.00 342 None None 1.7600 FT 211.2C 3 ANGLE 2 X 4 X 14GA RED OXIDE X 20 5 20' 0" 0 100.00 142 1.1000 FT 110.00 4 CEE 6 X 2.5 14GA RED OXIDE 32 2' 9-3/4" 0 160.00 257 None None 1.7600 FT 281.6C 5 12-24 X 1-1/4 SELF DRILLING LONG LIFE TEK 5 WITH WASHER PLAIN 100 0 100.00 :l 147.6500 M 14.17 6 12 X 1 SELF DRILLING HWH CARBON SCREW WIO WASHER PLAIN 250 0 250.00 4 31.0000 M 7.7f.

Print Date: 04/15/13 08:51:01 Page 1 Master Rev Level: 1 PLEASE NOTE: THIS ORDER WILL NOT Sales Order No. Order Date: BE PROCESSED BY SBS UNTIL WE HAVE THE FOLLOWING INFORMATION 80608 01/31/13 BUILDING COMPONENTS A DIVISION OF SCHULTE BUILDING SYSTEMS, L.P. 2. JOBSITE INFORMATION .

1. SIGNED CONFIRMATION OF THE QUOTATION A. WRITIEN DIRECTIONS TO THE JOBSITE Load Date: 02/01/13 ~ 17600 BADTKE RD, HOCKLEY, TX 77447 B. THE PHYSICAL ADDRESS PHONE: 281.213.6100 FAX: 281.213.6101 C. CONTACT NAME AND PHONE NUMBER 1.866.749.COMP(2667) THE FOLLOWING SBS STANDARD TERMS AND CONDITIONS OF SALE ARE A PART OF THIS QUOTATION/ORDER Sub-Total $ 836.52 FINAL ACCEPTANCE OR REJECTION OF THIS QUOTATION/ORDER SHALL ONLY BE MADE BY AN AUTHORIZED EMPLOYEE OR AGENT THE PRICE IS SUBJECT TO CHANGE IF NOT SHIPPED WITHIN 30 DAYS OF THE ORDER DATE SBS IS NOT RESPONSIBLE FOR THE DETERMINATION OF THE GAUGES, LENGTH, COLORS, QUANTITIES, ETC REQUIRED IN THIS QUOTATION/ORDER PLEASE REVIEW THIS QUOTATION/ORDER CAREFULLY YOUR SIGNATURE HEREON CONSTITUTES FULL ACCEPTANCE OF THIS QUOTATION/ORDER IF THE ORDER IS I Total Weight (lbS)1 1,092.11 CANCELLED AFTER A SIGNED CONFIRMATION HAS BEEN MADE, THE CUSTOMER WILL BE RESPONSIBLE FOR Sales Tax $ 69.01 ALL ENGINEERING, DRAFTING OR PRODUCTION COSTS INCURRED ATTHE TIME OF CANCELLATION

AGREED AND ACCEPTED BY: Total $ 905.53 COMPANY NAME DATE _ BY: - - - - - ' - - - - - - - TITLE: _

Print Date:.. 04/15/13 .. " ~, 08:51:01 Page 2 ,_,f' From: Daniel Boddie <[email protected]> Sent: Monday, April 15, 2013 11:46 AM To: Thomas Pittman Subject: Re: Invoice amounts past due for Los Cerritos

We are probably going to use 80323 since its already onsite. But we still lack the vinyl pieces for the doors...

The other stuff is all laying in the giant pile of metal next to the hangar. Rod instructed lingo to put it somewhere safe on the ranch to use at some point in the future...

Daniel Boddie I Partner BoDen, LLC 1210.885.9537 Celli 11550 I.H. 10 West, Suite 395A San Antonio, TX 78230 On Apr 15, 2013, at 11 :41 AM, Thomas Pittman <[email protected]> wrote: Do we need any of this? It's out of spec anyway Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 Begin forwarded message: From: Erick Key <[email protected]> Date: April 15, 2013,11:31:29 AM COT To: 'Thomas Pittman' <[email protected]> Cc: notes <[email protected]> Subject: RE: Invoice amounts past due for Los Cerritos Tom, No sir, none of this was used for the hanger pockets that I know of. It was mainly for the interior buildouts and sheeting the hanger doors which was not a part ofthe original building contract.

We did not know what panel was being used until Select Building Systems ordered the panels for the hanger doors.

Orders #79497/ #79756/ #80065/ #80066/ #80319/ and #80608 look to be material that was used to build the interior rooms inside the building.

Order #80323 was for the structural pieces to mount the panels horizontally and for the panels to cover the hanger doors.

Order #80140 was used for perimeter angle on the interior buildings or was used to span the gap between the spandrel beams and block walls.

ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Projid[73935]

From: Thomas Pittman [mailto:[email protected]] Sent: Monday, April 15, 2013 11:03 AM To: Erick Key Subject: Re: Invoice amounts past due for Los Cerritos Importance: High What is this for Erick? Is this to fix the hanger pockets? Or is this something left over from the main building?

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216

From: Erick Key <[email protected]> Date: Mon, 15 Apr 2013 13:47:59 +0000 To: Lewis Energy Group Lewis Energy Group <[email protected]> Cc: notes <[email protected]> Subject: Invoice amounts past due for Los Cerritos Tom, Attached is the past due invoices on what is owed by Select Building Systems on the hanger project.

I will send you the detailed orders on another e-mail.

Thank you, ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Projid[73935] THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED.

THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE.

MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

. . 'Kyle Kieke <[email protected]>&' December 13, 2012 2:40 PM fa: Matthew Martinez <IO=MEX0210U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTSI CN=Mmartinez.johngrable.com_aa5dd8392> Cc: Jack Green <[email protected]> RE: Ext doors

Probably going to be an issue with the doors but I won't know until I talk to the LEG rep. I ordered the exterior doors last Thursday because I need them to build the CMU walls.

Hopefully it won't be a problem but we may have to order new doors because they are bored for standard hardware (no door schedule).

Thanks,

Kyle Kieke

lproject Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

From: Matthew Martinez [mailto:[email protected]] Sent: Thursday, December 13, 2012 11:09 AM To: Kyle Kieke Subject: RE: Ext doors

i can track the contact down, but the "what II is for access control hardware that LEG uses for all their facilities, i dont think Rod wants to keep track of keys for all these buildings ... i believe he has a magnetic badge for the card reader on doors of most of his buildings ...

MATTHEW M. MARTINEZ, ASSOt. AlA

222. AUSTiN HWY. SAN />,i>JTGNIO, Tt:Xli.5 78)0';1

From: Kyle Kieke [ r.J.}Qill;Q;ckkl~:@ll~iQd@Qj;J sent: Thursday, December 13, 2012 11:05 AM To: Matthew Martinez . Cc: Jack Green Subject: Ext doors

On your floor plans you denote consulting the "Leg Security Consultant" regarding all 3 exterior doors. Any idea what for and do you have contact information?

Thanks,

Kyle Kieke

Project Superintendent SBS Construction

C: 830-388-9267 F: 830-981-5303 From: John Grable <[email protected]> Sent: Thursday, August 9,20126:33 PM To: Jack Green <[email protected]> Subject: Fwd: Los Cerritos Ranch Hangar Field Report Attach: FR001 D2012.08.09 PN12013.pdf; ATTOOOO1.htm

Hi Jack Victor is first to report in John Grable FAIA 'v.'!vl/w.johngrable.com Begin forwarded message: From: "Victor M. De Anda Jr." <victoremsynergy-se.com> To: "John Grable" <jgrableemjolmgrable.com> Subject: Los Cerritos Ranch Hangar Field Report

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. Victoria St. Suite "C" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908 FR001 D2012.08.09 PN12013.pdf SYNERGY STRUCTURAL ENGINEERING, INC. Victoria St. Suite "C" Laredo, TX. 78040 (956) 753-5860 (fax) 753-6210 [email protected] TBPE Firm Registration No.: F-7661 FIELD OBSERVATIONS REPORT PROJECT NAME: Los Cerritos Ranch Hangar- Uvalde, TX.

PROJECT NO.: SSE-12-013 TIME OF DAY: 9:00 A.M.

FIELD REPORT NO.: 001 WEATHER: 86°F REPORT DATE: August 9, 2012 REPORT BY: Victor M. De Anda Jr., P.E.

SUBJECT: Foundation Reinforcing Observation COMMENTS:

Picture #3: Rebar lap okay on slab.

Site Visit Total Time: 1.00 Hrs. Review By: VDA

SYNERGY STRUCTURAL ENGINEERING, INC. Laredo, TX.

Project: Los Cerritos Ranch Hangar- Uvalde, TX. Page Project No.: SSE-12-013 20f2

Picture #7: Trench and reinforcing for drain is in place.

Additional comments: 1. Provide support at slab reinforcing not to exceed 4 ft centers.

2. Clean all debris from trenches and slab before pour.

3. Repair all punctures on moisture barrier with pressure sensitive tape.

4. Align grade beam reinforcing and tie to slab steel.

5. Clean mud from rebar at grade beam drop at trench drains.

6. Complete the saw cut control joints in a period not to exceed 12 hrs after the pour. Depth of saw cut control joints shall be at a minimum 2" deep.

7. Do not pour in temperatures exceeding 900 F without taking precautions for hot weather concreting.

SYNERGY STRUCTURAL ENGINEERING, INC. Laredo, TX.

From: John Grable <[email protected]> Sent: Saturday, August 18,20122:06 PM To: PE VICTOR M. DE ANDA Jr. <[email protected]>; Tom Pittman <[email protected]>; Matthew Martinez <[email protected]>; Jack Green <[email protected]> Subject: Fwd: Ready

Tes!

Agree Jack said they are stilI straightening crooked steel in trenches Pour starts Monday at 3 am

John Grable FAIA www.johngrable.com Begin forwarded message: From: "Victor M. De Anda Jr." <victor(@,synergy-se.com> To: "John Grable" <jgrable(@,johngrable.com> Subject: Re: Fwd: Ready Eveything looks nice and clean!!!

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. Victoria St. Suite "C" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908

From: John Grable <jgrable(@,johngrable.com> To: PE VICTOR M. DE ANDA Jr. <[email protected]> Sent: Sat, August 18,20128:29:16 AM Subject: Fwd: Ready

Victor Photos from yesterday by Jack Green They are pouring Monday am starting at 3 am Tom Pittman once to check one more time for piece of mind He going today jack G returns Sunday evening for pour Any concerns?

John Sent from my iPad Begin forwarded message: From: "Jack Green" <jgreen(cV,sbsworld.net<mailto: jgreen(cV,sbsworld.net» To: "John Grable" <jgrable(cV,johngrable.com<mailto:jgrable(cV,johngrable.com», "Thomas Pittman" <[email protected]<mailto:tpittman(cV,lewisenergv.com» Subject: Ready

[cid: 1.401300 154(cV,web607.biz.mail.mud.vahoo.com]

[cid:2.40 1300 154(cV,web607.biz.mail.mud.yahoo.com]

[cid:3.40 1300 154(cV,web607.biz.mail.mud.yahoo.com]

[cid:4.40 1300 154(cV,web607.biz.mail.mud.yahoo.com]

[cid:5.40 1300 [email protected]]

Jack Green 210-789-1898 Every Jorge Gonzalez <[email protected]> August 19, 2012 11 :00 AM ro: Thomas Pittman <[email protected]> Cc: John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab>, [email protected] <[email protected]> Re: los Cerritos Guys it rained 1 1/2 in this morrning I have a guy there and he said its very wet I!!

I'll be there late today. I'll send Some pies Sent from my iPhone On Aug 18, 2012, at 5:22 PM, "Thomas Pittman" <[email protected]>wrote: > The foundation looks good. Couple of minor details that Jack and I talked about. We are good to go. > > FYI guys, so I get a call from Lingo and he tells me about how the sheriff was tailing methewhole way and how I missed theturn ... 1said WTF over... how do you know that? So be careful out there Lingo and God are watching you! > > See you Monday morning! > > I have friends all over too Lingo so you better watch out!! Haha! > > > Thomas L. Pittman > Director of Construction, Lewis Energy Grp. > [email protected] > work: (210) 384-5892 > cell: (210) 262-1686 > 10067 Jones Maltsberger > San Antonio, Tx. 78216 > THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE . HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY 'PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY 'TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

WEEKL Y REPORT PROJECT # 1378 5BS Consf'rud1orrn PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.O. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 10/21/2012 Submitted By: Jack Green . Date Subrrlitted: 10/23/2012

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 01/30/2012 Pending Changes: ·$72,144.00 Total Rain Days: 6 Pending Contract Amount: $1,271,208.00 Redn Days This Week: 0 Additional Time Required: 0

.Work Completed This Week Rebar for pavinQ and septic system installed week endinQ 9/30/2012

Work to be Completed Next Week Partial delivery of PEMB on Thursday 10-25-2012, layout steel.

Project issues ChanQe Order # One was submitted on July 7,2012 still have not received siqned COpy Chanqe Order # Two was submitted on October 4, 2012 still have not received siqned copy The continual delay of not receiving signed and approved change orders will delay the project, as both of these change orders reflect items that have a substantial lead time. Change order two has a specific lead time from approved shop drawinqs which cannot be processed without a siqned/ approved change order.

Outstanding Issues Still waiting on modeling of wood selections for interior siding, still waiting on approval of exterior wall selection-masonrv and steel exterior.

WEEKL Y REPORT PROJECT # 1378 SBS C©nmrudi©n PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.o. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 10/28/2012 Submitted By: Jack Green Date Submitted: 10/23/2012

Contract Date: 05/3112012 Original Contract Amount: $1,226,074.00 Start Date: 05/3112012 Approved Change: $0.00 Contract Time: 173 da~s Current Contract Amount: $1,271,208.00 Estimated Completion Date: 01/30/2012 Pending Changes: $72,144.00 Total Rain Days: 6 pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0

Work Completed This Week Rebar for paving and septic system installed week endina 9/30/2012 Received first load of steel for proiect, more loads to follow next week as steel is out of production.

Work to be Completed Next Week Begin steel erection, deliver more equipment, and continue steel delivery.

Project issues Chanae Order # One was submitted on Julv 7,2012 still have not received sianed COpy Chanae Order # Two was submitted on October 4, 2012 still have not received sianed COpy Outstanding Issues Still waiting on modeling of wood selections for interior siding, still waiting on approval of exterior wall selection-masonry and steel exterior.

Stiff working with concrete contractor to negotiate cod/ pour date.

WEEKL Y REPORT PROJECT # 1378 SBS C©I!1$fnudkJlI!1 PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.O. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 11111/2012 Submitted By: . Jack Green Date Submitted: 11/9/2012

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 APproved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 01/30/2012 Pending Changes: $72,144.00 Total Rain Days: 6 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0

Work Completed This Week Rebar for pavina and septic system installed week endino 9/3012012 Deliverv of PEMB, beoin steel erection.

Work to be Completed Next Week Continue Steel erection.

Project issues Chanae Order # One was submitted on July 7, 2012 still have not received signed copy Change Order # Two was submitted on October 4, 2012 still have not received signed copy Outstanding Issues Still waiting on modeling of wood selections for interior siding, still waiting on approval of exterior wall selection-masonry and steel exterior.

Still workino with concrete contractor to neootiate cod/ pour date.

TR 00160 WEEKL Y REPORT PROJECT # 1378 SBS Conmrudion PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.o. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 11/17/2012 Submitted By: Jack Green Date Submitted: 11/21/2012

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 01/30/2012 Pending Changes: $72,144.00 Total Rain Days: 6 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0 .

Work Completed This Week Layout and erection of PEMB

Work to be Completed Next Week Continue Steel erection.

Project issues Chanae Order # One was submitted on July 7, 2012 still have not received siQned copy Chanae Order # Two was submitted on October 4, 2012 still have not received sianed copy Outstanding Issues Still waiting on modeling of wood selections for interior siding, still waiting on approval of exterior wall selection-masonry and steel exterior.

Minor Issues with detailing on building, issues have been resolved.

WEEKLY REPORT PROJECT # 1378 SBS Coro$frudaofil PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.o. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract status Report for the Week Ending: 11/2512012 Submitted By: Jack Green Date Submitted: 11/21/2012

Contract Date: 05/3112012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 01/30/2012 Pending Changes: $72,144.00 Total Rain Days: 6 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0

Work Completed This Week Continue with steel erection. Per conversation with Tom Pittman on 11/21/2012, we are suspending work on site until Monday due to the Thanksqivinq weekend.

Work to be Completed Next Week Continue steel erection.

Project issues Chanqe Order # One was submitted on July 7,2012 still have not received siQned copy Chanae Order # Two was submitted on October 4, 2012 still have not received siQned copy Outstanding Issues Moving forward with Uvalde Concrete (Supplier) trying to schedule for end of next week to pour remaining concrete.

WEEKL Y REPORT PROJECT # 1378

* SIBS C@!i1stru~ti()n PROJECT: los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.O. Box 780849 Charkhchi Email San Antonio[ Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 09 Dec 12 Submitted By: Kyle Kieke Date Submitted: 10 Dec 12

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 01/30/2012 Pending Changes: $72,144.00 Total Rain Days: 6 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0

Work Completed This Week Steel erection of hanger substantially complete except for main hanger door. All roofing sheets have been rolled and will beQin installation Monday, 10 December 2012

Work to be Completed Next Week Install roofinglinsulation. CMU block work will commence alonq with electrical overhead conduit installation Project issues Change Order # One was submitted on July 7, 2012 still have not received signed copy Change Order # Two was submitted on October 4, 2012 still have not received siQned COpy Need status of required electrical easement to begin utility work Outstanding Issues RemaininQ RFls sent to Matt Martinez 05 Dec 12 lWEEKL WREPORT u_n n n n unn n ····{'--c_om_m_e_nt...=[j:...;11 •••• :....: -' PROJECT # 1378 .- ~ SBS C©ll1ls'ltli"l!1I(C'ltU©l1l'il PROJECT: Los Cerritos Hangar ~ Rod Lewis, Thomas Pittman, Parnak .

P.Q. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 16 Dec 12 Submitted By: Kyle Kieke Date Submitted: 17 Dec 12

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 0212812012 Pending Changes: $72,144.00 Total Rain Days: 7 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Adqitional Time Required: 0

Work Completed This Week Roofinolinsulation 90% complete and will finish bv COB Mondav, 17 Dec CMU wall installation has beoun Work to be Completed Next Week Hanger door/track will be installed CMU wall proiected to be at 10' bvend of coming week Exterior walk thru doors to be set Overhead electrical conduit installation to begin Project issues Change Order #; One was submitted on Julv 7, 2012 still have not received signed copy Change Order #; Two was submitted on October 4, 2012 still have not received signed copy Need status of required electrical easement to begin utility work Outstanding Issues Remainino RFls sent to Matt Martinez 05 Dec, 06 Dec, and 13 Dec Exterior walk thru door RFI sent to Philio Weaver on 14 Dec WEEKL Y REPORT PROJECT # 1378

SBS Con§tru(;ti~ti1 PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.O. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 23 Dec 12 Submitted By: Kyle Kieke Date Submitted: 26 Dec 12

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time·: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 0212812012 Pending Changes: $72,144.00 Total Rain Days: 7 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0

Work Completed This Week Main hanger doorsltrack installed Installed 7 courses CMU southlwest waifs Exterior walk thru doors set Overhead IiqhtinQ conduit 75% complete Work to be Completed Next Week Install 7 courses CMU at north wall Complete main overhead fighting conduit, pull wire SeQin hanClinCl hi-baY fixtures Project issues Change Order # One was submitted on July 7, 2012 still have not received signed copy Change Order # Two was submitted on October 4, 2012 still have not received signed copy Need status of required electrical easement to beClin utilitv work Need status of electrical change approval Outstanding Issues Remaining RFls sent to Matt Martinez 05 Dec, 06 Dec, and 13 Dec Exterior walk thru door RFI sent to Phili Weaver on 14 Dec WEEKL Y REPORT PROJECT # 1378 SBS Con§truction PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P;O. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez .

Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 30 Dec 12 Submitted By: Kyle Kieke Date Submitted: 02 Jan 13

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1.271,208.00 Estimated Completion Date: . 02128/2012 Pending Changes: $72,144.00 Total Rain Days: 7 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: ° Work Completed This Week Complete conduit runs for overhead Iiqhtinq No CMU work complete due to cold weather

Work to be Completed Next Week Install 7 courses CMU at north wall. beqin CMU behind structural columns Complete main overhead lighting conduit, pull wire Beqin hanqinq hi-bay fixtures Project issues Chanqe Order # One was submitted on Julv 7, 2012 still have not received siqned copy Change Order # Two was submitted on October 4, 2012 still have not received signed copy Need status of required electrical easement to beqin utility work Need status of electrical change approvals - work continuing per original drawings Outstanding ~ssues Remaininq RFls sent to Matt Martinez 05 Dec, 06 Dec, and 13 Dec Exterior walk thru door RFI sent to Philio Weaver on 14 Dec Kyle Kieke <[email protected]># January 2, 2013 9:43 AM To: Steve Schiffman <[email protected]>, Jack Green <[email protected]>, [email protected] <[email protected]>, John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)1 CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab> Los Cerritos Weekly Report - week ending 121230 Attachment, 49 KB

Thanks,

Kyle Kieke

Project Superintendent SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

1378105 c.. a,doc ~ WEEKL Y REPORT PROJECT # 1378

* S8S Con§tructi~n PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Pamak P.O. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 06 Jan 13 Submitted By: Kyle Kieke Date Submitted: 07 Jan 13

Contract Date: 0513112012 Original·Contract Amount: $1,226,074.00 Start Date: 0513112012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 02/28/2012 Pending Changes: $72,144.00 Total Rain Days: 8 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 1 Additional Time Required: 0

Work Completed This Week Continue conduit installation for emergency lighting Pull wire for all overhead circuits Additional eMU completed on south elevation to 11' Rain day Friday 04 Jan Work to be Completed Next Week Continue CMU wall construction Install interior office pod steel headers Structural frame punch Project issues Will address all outstanding issues during scheduled meetin~ on 07 Jan Outstanding Issues Will address all outstanding issues during scheduled meetinQ on 07 Jan.

WEEKL Y REPORT PROJECT # 1378

* SBS C{))!i1stru«:tiolrn PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.O. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 13 Jan 13 Submitted By: Kyle Kieke Date Submitted: 14 Jan 13

Contract Date: 05/31/2012 Origin"!.l Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 03/2"2/2012 Pending Changes: $72,144.00 Total Rain Days: 10 Pending Contract Amount: $1,271,208.00 Rain Days This Week: . 2 Additional Time Required: 0

Work Completed This Week Installed steel headers for interior offices Installed all whips for overhead Iiahtinq Additional CMU completed on rear elevation to 20' Continue CMU construction on north elevation Work to be Completed Next Week CMU to 20' complete on north and rear elevations, minus columns Install 6x8 steel tubinq in cupola Install motorized power vents in envelope wall Project issues Need status of revised Electrical change pricing submitted 08 Jan 13 Outstanding Issues Pending RFls RFI 1 - need finish selections RFI 2 - Ship ladder shop drawinas - 5 week lead time, need approval bv 18 Jan 13 RFI 4 - Need structural steel paint color I RFI 5 - Need hanger door sections to. order sheathinglinsulation/man door WEEKL Y REPORT PROJECT # 1378

SBS C~nstnl!~ti(} }n PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Pamak P.O. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 20 Jan 13 Submitted By: Kyle Kieke Date Submitted: 21 Jan 13

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: . 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 03/2212012 Pending Changes: $72,144.00 Total Rain Days: 10 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0

Work Completed This Week Continue CMU wall construction Install power louvered vents at envelope wall Move trench drain to accommodate main hanqer door track Work to be Completed Next Week Frame interior pods Beqin framinq envelope walls on top of CMU walls and install Dens Glass

Project issues Electrical subcontractor status Outstanding Issues Pendinq RFls RFI 1 - need finish selections RFI 2 - Ship ladder shop drawinqs - 5 week lead time, need approval by 18 Jan 13 RFI 4 - Need structural steel paint color I RFI 5 - Need hanger door sections to order sheathinglinsulation/man door WEEKL Y REPORT PROJECT # 1378

* SiBS C(}!i1strru({:tion PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Pamak P.O. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Weel< Ending: 27 Jan 13 Submitted By: Kyle Kieke Date Submitted: 28 Jan 13

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 03/2212012 Pending Changes: $72,144.00 Total Rain Days: 10 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0

Work Completed This Week CMU walls complete to 20' Begin CMU columns Interior apartment pod framinq complete - remaining internal framing on hold until further notice Begin framing envelope walls Work to be Completed Next Week Continue envelope wall framinq and Dens Glass Con tinue CMU column construction Stone veneer mock-up Pour main ramp Project issues Need approved revised drawings for change order pricing Outstanding Issues PendinQ RFls Resubmitted ship ladder shop drawings on 22 Jan - awaiting final approval WEEKL Y REPORT PROJECT # 1378

SBS Constru{:ti{)!l1 PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.O. Box 780849 Charkhchi Email San Antonio, Texas 78278 Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green

Contract Status Report for the Week Ending: 03 Feb 13 Submitted By: Kyle Kieke Date Submitted: 04 Feb 13

Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $0.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 03/22/2012 Pending Changes: $72,144.00 Total Rain Days: 10 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0

Work Completed This Week CMU wall sections anchored to structural steel frame Framed 50% envelope walls, needed to re-enqineer framinq to accommodate clearstory windows Interior apartment pod decking complete Beqin CMU columns to 20' Initial stone mock-up incorrect, will ship new material for mock-up to be completed next week Uvalco Concrete batch plant still down Work to be Completed Next Week Take-offs and revised pricing for interior changes Continue CMU columns Remaining framing at cupola Measure c1earstory/cupola windows New stone mock-up will be complete for approval Project issues Received new architectural drawinqs on 01 Feb Outstanding Issues None at this time Outstanding Issues I None at this time SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCffiTECT PROJECT NO. DAILY REPORT NO. I 11 DAY: Thursday DATE: /12/6/2012 CONTRACT DAYS REMAINING DAYS WEATHER ..

TIME AM . TIME PM SUNNY X SUNNY X CLOUDY. CLOUDY RAIN RAIN TEMP LOW 40 FO TEMP LOW FO TEMPffiGH FO TEMP HIGH 74 FO WORKFORCE CLASSIFICATION MEN HOURS .DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 9 SMS 7 10 Install roojing/insulation Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0

EQillPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Sdssorlijt 1 SlgTtrak 1 Generator 1 ton crane 1 Roofing machine 1 INSPECTIONS / TESTING/ VISITORS BillLeonard-SMS-roojing Chris Fruedenrich - SMS -'roofing Rod Lewis - Client Amanda Lewis - Client

WORK DESCRIPTION SUMMARY Rolling roofsheets- approximately 40% complete by COB

Walkedjob with Mr. Lewis, answered severalgeneralquestions about project related to· door locations, additional plane parking areas, and possibly adding a walk through door in the main hanger door. Mr. Lewis did not bring up any concerns about project during this walk through

SUBCONTRACTOR PERSONNEL ON SITE

1of2 Martin Rojas - SMS Luis Fuentes - SMS Fidel Montanyes - SMS Alejandro Baldovino - SMS ulio Barriaga - SMS

VEHICLES ON SITE Superintendent- 60L FV9 DSMS - 39XNN7 R U SUPERINTENDENT I Kyle Kieke IDATE: I 12/6/2012

2of2 SBS CONSfRUCTION DAlLY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PRQJECT NO. DAlLYREPORT.NO. .. ... 19 DAY: ____. Monday DATE:_ _ _ 112/17/2012 CONTRACT DAYS REMAINING DAYS WEATHER :r.JME---·· - ~-- .. ..- ... ~ AM········ T-IME _. .._ . w··_· -PM - SUNNY X SUNNY X CLOUDY .. .. CLOUDY - ..

RAII\l-: -."-- .... - - . . .. -._. - - .- _..__- .-- ·-.--::-RJUN---:- -~-

TEMP LOW . .__ •. o. 4S FO TEMP LOW F.:'.. ..

TEMP HIGH FO TEMP HIGH 72 FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 0 0 SMS 5 9 Complete main roof/insulation Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 4 8 CMU wall construction

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1

INSPECTIONS: / TESTING/ VISITO~

WORK DESCRIPTION SUMMARY Continue CMUwall construction Main hanger roof/insulaiion complete, begin cupola roofing

..

SUBCONTRACT.OR PERSONNEL ON SITE

1of2 Nolberto Galarza - Gallery ofStxmes Luis Fuentes - SMS Hugo Esquivel- Gallery ofStones Julio Bamaga - SMS ose Romo - Gallery ofStones ,Jaime Galarza - Gallery ofStones Martin Rojas - SMS Alejandro Baldovino - SMS Fidel Montonyes - SMS - -- - \ffiHI.CLES O.N.SITE SMS-39XNN7 OSCSR6 - Gallery ofStones R-=-$UPMI~'rJ;;~p'~NT-1 . Kyle Kieke- I-DA.'rE-.- - / 12/17/2012

2of2 SBS C·ONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJ~CT NO. DAILYREP.ORT.NO.-. - --.. I 20 DAY: ,. .. -..- Tuesday DATE: -_ ----112/18/2012 CONTRACT DAYS REMAINING DA,YS WEATHER --- . -T-IME - -- - -AM - -.. - - -~_. 'FIME . - --PM - SUNNY._. .- ~ ... X -- . ~ ~ "-- - - -- - . SUNNY X -.

CLOUDY. .. .. CLOUDY -' ~'-'

RAIN-·--------·--- -~----- ~___::=_--~'RAIN--~~~ -- _.- .... -' ,.:~.:.. - .

TEMP LOW 40. FO TEMP LOW F O .

TEMP HIGH FO TEMP HIGH 80 FO WORKFORCE ..

CLASSIFICATION MEN HOURS DES~RIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 0 0 SMS 5 9 Cupola roofing/insulation Robensone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 5 8 CMUwall construction

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITO~ Bill Leonard - SMS - site visit to inspect work and drop offhardware

WORKDESCRIPTIQN SUMMARY Continue CMUwall construction Cupola roofing/insulation complete

SUBCONTRACTOR PERSONNEL ON SITE

1of2 Nolberto Galarza - Gallery ofStones Luis Fuentes - SMS Hugo Esquivel- Gallery ofStones Julio Barr/aga - SMS ose Romo - Gallery ofStones Beto Rodriguez - Gallery ofStones !Taime Galarza - Gallery ofStones Martin Rojas - SMS Alejandro Baldovino - SMS Fidel Montonyes-SMS -- .-.- _..... . ~~ .. -. • •••• _ . oJ •• , • • _ • •__ ._"-.. _JlEHl(:LES ON-SitE SMS-39XNN7 60LFV9 - Superintendent OSCSR6 - Gallery ofStones ~ ! SUPERINTENDENT I Kyle Kieke IJ;>ATE: "- -·-1 12/18/2012

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 MQIIIECT .r.R9JE~r.NQ, ... .. .... : DAILY REPORT NO•. .. ,.- .. 21 DAY:·. .. Wedensday DATE: 112/19/2012 CONTRACT-DAYS REMAINING DAYS. '. .'. . . ... .- ".'._- - ..

WEATHER U~U'~ . ~ ---_ .. ---- -_ .... _.-. AM .. '. - " . .. .. . . . . ... .., :':TIME- .. .- .. - . '.'" ·PM··· .. - .SUNNY . .' . .. ... SUNNY . %.

C.LOUDY . . .. X CLOUDY RAIN . RAIN - TEMP LOW 62 FO TEMP LOW FO TE~PHIGH po TEMP HIGH 80 FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECTMANAGER 1 4 Site visit SUPERINTENDENT 1 9 SMS 5 9 Set trackfor main hanger doors, ridge cap Robertson Electric 2 8 Install conduit Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC . 0 0 Gallery ofStones 5 8 CMUwal1 construction

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS Tack Green - SBS - Site visit

WORK DESCRIPTION SpMMARY Continue CMU wall construction Cupola roofing/insulation complete Exterior walk thru doors set Roofseamed Begin installation ofmain hanger doors Begin overhead conduit installation

SUBCONTRACTOR PERSONNEl;ON SITE

1of2 No/berto Galarza - Gallery ofStones Luis Fuentes - SMS Hugo Esquivel- Gallery ofStones Julio Bamaga - SMS Tose Romo - Gallery ofStones Beto Rodriguez - Gallery ofStones lJaime Galarza - Gallery ofStones lJerrad Robertson - REI Martin Rojas - SMS Richard Ecterhoff- REI Alejandro Baldavino - SMS Fidel Montanyes - SMS . .. ~_ _-_._._--- .~ ." _____... v.EHICLES...oN-SITE.

SMS-39XNN7 SBS-60LFV9 REI -AK05407 REI - AF79759 05CSR6 - Gallery ofStones Lamb Construction -10L PL7 SUPERlNTENDENT I Kyle Kieke IDATE: I 12/19/2012

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT:NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT-P-R0JECTNO.··,· .. ,. .. ,.

DAILY-RERORT. NO. 22·· .. DAY: .' .. ·Thursday ·DA1'E:-----,.,.112j20j2012- . ..

CONTRACT..DAYS _.._- -_ ... _..1 . .,.- . . .

REMAINING DAYS _.•...... .... -- ..- ....

WEATHER -T-IME _.- - . - -. ".Mi:"~ _.~'_.. .' . . .' .... TIME- ... " . PM·- . - .. SUNNY X High wind SUNNY X CLOUDY . ., CLOUDY. . -" • ~ p ••• - .. "

- RAiN - ..

RAIN'" : TEMP LOW 40 FO TEMP LOW FO ..

TEMPHI~H FO TEMP HIGH 59 F" WORKFORCE CLASSIFICATID,!'! MEN HOURS DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 1 9 SMS 5 9 Continue hanger door install .'

Robertson Electric 2 8 Install conduit L4.ce Concrete 0 O.

Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery'o/Stones 5 8 CMUwall construction PSI TestLab 1 2 CMU mortor test

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Sk;ytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS PSI testsampled mortar mix j CMU block

WORKDES~RIPTION SUMMARY Continue CMUwal1 construction Continue hanger door installation Continue overhead lighting conduitinstallation - should complete by COB tomorrow Additional CMU block delivered today

SUBCONTRACTOR PERSONNEL ON SITE .

1of2 Nolberta Galarza - Gallery ofStones Luis Fuentes - SMS Hugo Esquivel- Gallery ofStones Julio Barriaga - SMS lose Ramo - Gallery ofStones Beta Rodriguez- Gallery ofStones Ifaime Galarza - Gallery ofStones ~errod Robertson - REI Martin Rojas ~.sMS .. . .. ~. --- .. _ . ~ _ .

.. Richard.Ecterhoff··REI . -,--" ... .' _. _. ~ .. .

Alejandro Baldovino - SMS Carlos Hernandez - PSI Test Labs Fidel Montanyes· SMS •. ---- ....... .. VEHICLES.ON SiTE...... .'- .

SMS-39XNN7 SBS-60LFV9 . -, ...... - . -... - ~ ,.-..- .-- 'REI--AK0540i- - REI - AF797S9 AL93811- Gallery ofstones OSCSR6 - Gallery ofStones NTENDENT I Kyle Kieke IDATE: I 12/20/2012

2of2 !

I

SBS CONSTRUCTION DAILY FIELD REPORT PROJECt NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 JWCf.I~TEq.PROJECT-~Q•... "-. ,.,. --.... . .. .,.., ... " .

DAILY. REPORT NO; ... ·24 DAY: . Wednesday .. DATE:· . ... /1/2/2013 ,-, ..

CONTRACT-DAYS. . .. - REMAINING DAYS .::.:._ ........... .- WEATHER TIME·..:.:.._~.:..· _.... _.. ... .. . AM· ..:.::. ::: :: . _._-- . -- - - - ... _ :.:...:.-::TIME ..._....=-_ -------- - -- PM:_ :.:.....__ ~ -~-- ..

. SUNNY -. _.' _.. ..... ..- - - - . __ . --~-

. ..

CLOUDY X " . -CLOUDY ·X RAIN RAIN TEMP LOW 39 po TEMP LOW FO O TEMP HIGH F TEMP HIGH 50 FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 8 SMS 0 0 Robertson Electric 1 8 Install conduit Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery a/Stones 4 8 CMU wall construction

. EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER BoomIift 1 Scissor lift 2 Skytrak 1 Generator 1 .INSPECTIONS / TESTING/ VISITORS Tom Pittman - Lewis Energy - site visit meeting with Kyle

WO:BK DESCRlPTION SUMMARY Pull wirefor overhead lighting conduit Install conduit drops/or emergency wallpack lighting Continue. CMU wall construction

SUBCONTRACTOR PERSONNJ<;L O.N SITE

10f2 Nolberto Galarza - GalleT]! afStones !Juan Basurto - Gallery ofStones Irose Ramo - Gallery ofStones Beto Rodriguez - Gallery ofStones Richard-Ecterhaff-Robertson Electric - . _ ....... . . ... . .. .. . . .. ...

--_ .. _.- .- . -_. - .. ...... __ ... . __ . ____VEHICLES.pNSIT.E .._ .... _..... .... .

SBS-60LFV9 REl- AF79759 A537679- Gallery ofStones OSCSR6 - Gallery ofStones U SUPERINTENDENT I Kyle Kieke IDATE: I 1/2/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Las Cerritos Hanger SBS PROJECT NO. li78 ARCHITECT PROJECT NO. DM:J:;:Y~REPORT:-NO;-:-::-::-:c.. -:-:.... . ··25 - ... DAY:· . Thursday . DATE: ·"·::-=-::-/1/3/2013 .- . - . .. -. . .

CONTRACT DAYS·. .. - .. . . - REMAINING DAYS ... ....

WEATHER TIME-'-· ... AM . _.. .. ' : -:-:----:-:--:TIME·--- PM-- SJU~U'J{"~. ~._.,. . . -, "'..... ,. " SP.N1'JY.... - .... ~

-- ._.. - .. -- - -.

CLOl;JDY X - ... ···CLOUDY---- X RAIN. X snow flurries RAIN TEMP LOW 40 P TEMP LOW FO TEMP HIGH. po TEMP. HIGH SO po WO.RKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 1 5 SMS 0 0 Robertson Electric 1 8 Install conduit Ace Concrete 0 0 Texas Star PlTimbing 0 0 Compton HVAC 0 0 Gallery ofStones 6 8 CMU wall construction

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1 INSPECTIONS / TESTING/ VISITORS Tack Green - SBS - Site visit

WORK DESCRIPTION SUMMARY Pull wire for overhead lighting conduit Install conduit drops for emergency wallpack lighting Continue CMU wall construction Steel crew will return on 07Jan

SUBCONTRACTOR PERSONNEL ON SITE

1of2 Nolberto Galarza - Gallery ofStones .Tuan Basurto - Gallery ofStones ose Romo - Gallery ofStones Beto Rodriguez - Gallery ofStones Richard Ecterhoff- Robertson Electric - Ricardo Lopez- Gallery ofStones

, " .. - . -~- ..... - ..... _- VEHicLES..oN..5ITE SBS-60LFV9 REI - AF79759 AS37679- Gallery ofStones 05CSR6 - Gallery ofStones /I SUPERINTENDENT I Kyle Kieke , IDATE: I 1/3/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. ~~ ...... _.... - ... 26 .DAY-,--~-.::.... Frid.ay .PA.T:.E: _..::.. ___ -11/4/2013 ". -'.: .. - ...... , .. REMAINING DAyS " - .~.- '.' .' -' - .... .....

WEATHER AM TIME PM .. ... . !TIME' ~ . ' .. ' , - ", .. , _,.SUNNY ..

CLOUDY X CLOUDY X RAIN X RAIN TEMP LOW 40 FO TEMP LOW FO TEMP HIGH FO TEMP HIGH 4S FO WORKFORCE CLASSIFiQlTION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 6 SMS 0 0 Robertson Electric 1 5 Install conduit , lAce Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 0 0 DABS Paint 2 1

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER' Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1 INSPECTIONS / TE~TING/ VISITORS PSI -'retrieve sample cubes/CMU block sample Don/Brian Rosso - DABS Paint - Site visit

WORK DESCRIPTION SUMMARY Pull wire for overhead lighting conduit Install conduit drops for emergency wallpacklighting CMU block rained out Steel crew will return on 07Jan

SUBCONTRAl,:TOR PERSQNNEL ON SITE

1of2 Richard Ecterhoff- REI Don Rasso - DABS Paint Brian Rosso - DABS Paint

- .- .... -.- .•. - VEHICLES·ON.5ITE-- SBS-60LFV9 DABS Paint- B556109 REI - AF79759 AS37679- Gallery afStones 05CSR6 - Gallery ofStones II SUPERINTENDENT I Kyle Kieke IDATE: I 1/

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCillTECT PROJECT NO. r..Y-REPOR.I-l\t(),-:::: ~;-~--:- 27 _.> DAY=::::-.. Monday :-!JA~E:-:=-.-;:-::;::-11/7/2013 CONTRACT DAYS REMAINING DAYS - WEATHER TIl\:IE··- -._- - . _. -AM-- ,_. .. - .. TIME- P.M -- - SUNNY X SuNNY.

CW.UDy. .- .. ...... - - CLOU-!JY .- X RAIN RAIN TEMP LOW 42 FO' TEMP LOW FO TElVlPHIGH FO TEMP HIGH S9 FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 1 2 SMS 0 0 Robertson Electric 1 8 Install conduit lAce Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 0 0 DABS Paint 0 0

EQUIPMENT· DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1 _. .' INSPECTIONS / TESTING/ VISITORS

WORK DESCRIPTION SUMMARY Pull wire, install whipsfor overhead lightfixtures Steel deliveryfor interior pods

SUBCONTRACTOR PERSONNEL ON SITE

1of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. -. ~AYS ~.

28 JM:Y:' .....__.. : Tuesday JJA:l'E: •... ··11/8/2013 REMAINING DAYS WEATHER TIME AM'" .... .. TIME PM SJJ~.¥..... _.~~,,~ .._:.. c.. ... .. ~.. . , SUNN.Y CLOUDY X ....... .... " . _.... CLOUDY... X RAiN X RAIN X TEMP LOW 48 FO TEMP LOW FO TEMP HIGH FO TEMP HIGH 55 F O WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT . 1 7 SMS 0 0 Robertson Electric 1 8 Install conduit Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 3 8 Grout CMU wall cells DABS Paint 0 0

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1. Generator 1

INSPECTIONS / TESTING/ VISITORS

WO~DESCRIPTIONSUMMARY Additional sand deliveredfor eMU wall construction

Installed whipsfor overhead lightfixtures

SUBCONTRACTOR PERSONNEL ON SITE .

1of2 Richard Ecterhaff· REI !Jase Ramo - Gallery afStones

VEHICLES ON.SITE SBS-60LFV9 REI - AF79759

05CSR6 - Gallery ofStones SUPERINTENDENT I KyIeKieke IDATE: I 1/8/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT !PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 MP:Q:n;C.T PROJECT NO. DAILY.REPORT NO. I 29 DAY: Wednesday DATE: 11/9/2013 CONTRACT DArS ~NINGP~¥.~ WEATHER TIME---.---- .__. -- AM_ .. . TIME P-M-- SUNNY ... SUNNY tioU.i;)Y X CLOUDY X RAIN RAIN X TEMP LOW Sl F" TEMP LOW FO - TEMP HIGH F O TEMP HIGH 67 FO -

WORKFORCE· CLASSIFICATION MEN HOURS DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 1 8 SMS 4 6 Instoll pod headers, repair door track Robertson Electric 2 8 Install overhead conduit ..

Ace Concrete 0 0 Texas Star Plumbing 3 4 Move drain @ hanger door Compton HVAC 0 0 Gallery ofStones 6 8 Continue CMUwal1 construction DABS Paint 0 0

EQQIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS

- WORK DESCRIPTION SUMMARY Continue CMU wall construction rear elevation Pull wire and install whipsfor overhead conduit Install interior office podsteel headers Repair main hanger door track Move drain line athanger doors to allowfor door track

SUBCONTRACTOR PERSONNEL ON SITE

1of2 Richard Ecterhoff- REI Alejandro Baldovino - SMS ITerrod Robertson - REI Fidel Montanyes -SMS Irose Romo - Gallery ofStones Luis Fuentes - SMS Nolberto Galarza - Gallery ofStones Jona~onBaldorino-SMS Amunfo Santos - Gallery ofStones Max Mayorga - Texas Star Plumbing Jose Sanchez - Gallery ofStones John Mayorga - Texas Star Plumbing Beto Rodriguez - Gallery ofStones Oscar - Texas Star Plumbing Tuan Basurto - Gallery ofStones VEHICLES ON SITE SBS-60LFV9 Gallery ofStones - 63FKG8 REI -AF79759 REI - AK05407 SMS-534ST9 Texas Star- OSCSR6 - Gallery ofStones Texas Star- Kyle Kieke IDATE: I 1/9/2013

2of2 TR 001-13.

SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY.:REP.ORT_NO. . - . .. . .._... - 30 DAY:. .' Friday DATE: 11/11/2013 CONTRACT DAYS .. REMAINING DAYS WEATHER TIME AM ..... TIME- .. --_ ..- PM····- '.0 _ _ -

$JJ1i!~. . -'", .....- _..... -'- ~lJl\l:.NY X . - CLOUDY X . CLOUDY. .. .. ., -.. - . -. -.-. .. ~

RAIN RAIN TEMP LOW 42 po TEMP LOW FO TEMP HIGH FO TEMp HIGH 67 FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER a a SUPERINTENDENT 1 8 SMS 4 9 Install pod headers, repair door track Robertson Electric 1 4 Install overhead conduit Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 6 8 Continue CMUwall construction DABS Paint 0 a

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 kytrak 1 Generator 1

INSPECTIONS / TE$TING/ VISITORS

WORK DESCRIPTION SUMMARY Continue CMU wall construction rear elevation Pull wire and install whipsfor overhead conduit .. .......

Install interior office pod steel headers Repair main hanger door track

SUBCONT~CTOR PERSONNEL ON SITE

1of2 Richard Ecterhoff- REI Alejandro Baldovino - SMS Fidel Montanyes -SMS ose Romo - Gallery ofStones Luis Fuentes - SMS Nolberto Galarza - Gallery ofStones Jona~onBmdo~no-SMS Amunfo Santos - Gallery ofStones Jose Sanchez - Gallery ofStones Beto Rodriguez- Gallery ofStones ITuan Basurto - Gallery ofStones VEHICLES ON SITE SBS-60LFV9 Gallery ofStones- 63FKG8 REI-AF79759 SMS-S34ST9 OSCSR6 - Gallery ofStones ~ SUPERINTENDENT I Kyle Kieke IDATE: I 1/11/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los CerritosHanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. J}A~: ... _.. ... IMondqy DAIJ;.XmWPBT NQ, ., ...

CONTRACT.DAYS __ ... _._.. -' 32 REMAINING. DAYS ... .p.~rt:;_ .... ... ' _ ..... . 11/14/2013

WEATHER TIME AM TIME PM ._- SuNNY . SUNNY X CLOUDY X CLOUDY RAIN RAIN TElYIPLOW 3S FO TEMP LOW po TEMP HIGH FO TEMP HIGH 57 po WORKFORCE CI4SSIFICATION MEN HOURS DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 1 8 SMS 3 8 Structuralframe punch Robertson Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 5 7 CMUwall construction DABS Paint 0 0

r:QUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS

- WORK DESCRIPTION SUMMARY Align purlin straps Checkstructual bolt tightness CMU waIl construction North elevation

SUBCONTRACTOR PERSONNEL ON SITE·

1of2 Alejandro Baldovino - SMS Firjel Montanyes -SMS Tonathon Baldovino - SMS rose Romo - Gallery ofStones Amunfo SantOs - Gallery ofStones Jose Sanchez - Gallery ofStones Beto Rodriguez - Gallery ofStones IJuan Basurto - Gallery ofStones VEHICLES ON SITE SBS-60LFV9 SMS-S34ST9 Gallery ofStones - OSCSR6

~ Kyle Kieke IDATE: I 1/14/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 33 DAY: ITuesdqv DATE: 11/15/2013 CONTRACT.DAYS I REMAINING DAYS _ ..

WEATHER TIME· AM· .- . TIME PM' SUNNY SUNNY X CLQUDY .... - X ..... -' C,LOQDY RAIN RAIN TEMP LOW 37 FO TEMP LOW FO O TEMP HIGH F TEMP HIGH 58 FO

WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 8 SMS 4 5 Structuralframe punch Robertson Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 5 8 CMU wall construction DABS Paint 0 0

EQUIPMENT DESCRiPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

'INSPECTIONS j TESTINGj VISITORS ~ Camwath - C&S Enterprise - site visit and electrical walkthrough Richard - C&S Enterprise - site visit and electrical walk through

WORK DESCRIPTION SUMMARY Align purlin straps Check structual bolt tightness CMU wall construction North elevation

SU:BCONTRACTOR PERSONNEl. ON SITE

1of2 Alejandro Baldovino - SMS Luis Fuentes - SMS Fidel Montanyes -SMS ~na~onBcldorino-SMS 'ose Romo - Gallery ofStones Amunfo Santos - Gallery ofStones Jose Sanchez - Gallery ofStones Beto Rodriguez- Gallery ofStones ~uan Basurto - Gallery ofStones VEHICLES ON SITE SBS-60LFV9 SMS-534ST9 Gallery ofStones - 05CSR6 Gallery ofStones - 881NBF Kyle Kieke IDATE: I 1/15/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCffiTECT J>ROJECT NO•.

DAILY REPORT NO. 34 DAY: Wednesday DATE: 11/16/2013 ~()NT.:R.ACT))AYS REMAINING DAYS WEATHER TIME AM ~ _...-.-- .._ .. _... TIME PM SUNNY X SUNNY X CLOUDY CLOUDY RAIN RAIN TEMP LOW 24 FO TEMP LOW FO TEMPffiGH fO TEMPHI'GH SS FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 1 4 Site visit SUPERiNTENDENT 1 8 SMS 0 0 Robertson Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 3 4 Move drain at main hanger door Compton HVAC 0 0 Gallery ofStones 4 8 CMUwall construction DABS Paint 0 0

EQQI,PMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS Rod Lewis - Client - site visit Tom Pittman - Lewis Energy - site visit and meeting withJack Green and Kyle Kieke Tack Green - SBS - site visit and meeting with Tom Pittman

WORK DESCRIPTION SUMMARY Continue CMU wall construction north elevation Trench drain moved ~ 6" to accommodate hanger door track

SUBCONTRACTOR PERSONNEL O.l\l SITE

1of2 Max Mayorga - Texas Star Plumbing IJohn Medley - Texas Star Plumbing OscarAmos - Texas Star Plumbing .rose Ramo - Gallery ofStones Ricardo Lopez - Gallery ofStones Jose Sanchez - Gallery ofStones Beto Rodriguez - Gallery ofStones lJuan Basurto - Gallery ofStones VEHICLES ON SITE· SBS-60LFV9 Gallery ofStones - SMS-534ST9 Texas Star Plumbing - 88PRL7 Gallery ofStones - 05CSR6 Texas Star Plumbing - T610B2 Gallery ofStones - 881NBF I Kyle Kieke IDATE: I 1/16/2013

2of2 I SBS CONST~UCTION DAILY FIELD REPORT IPROJECT'NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO, .. ..

DAILY REPORT NO. 35 DAY: Thursday DATE: . 11/17/2013 C.QN:JJlACT Di\YS ~MAINING DAYS WEATHER TIME AM . .·---··-TIME..- - - FM-.--.,-- SUNNY X SUNNY ·x CLOUDY CLOUDY RAIN RAIN TEMP LOW 40 FO TEMP LOW FO TEMP HIGH F" TEMP HIGH 68 FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 1 8 SMS 0 0 Robei-tson Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones .7 8 CMUwall construction DABS Paint 0 0

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS

WORK DESCRIPTION SUMMARY Continue CMU wall construction /JOrtil elevation DensGlass delivered

SUBCONTRACTOR PERSONNEL ON SITE

1of2 !jose Drtiz - Gallery ofStones Tose Mendoza - Gallery ofStones Francisco Escobar - Gallery ofStones IJose Romo - Gallery ofStones Ricardo Lopez- Gallery ofStones Jose Sanchez- Gallery ofStones ~uan Basurto - Gallery ofStones --. - ._ ... _ .. .... .. .. .. .. " . .. - .,. VgijlCLES ON SITE - -< - •• _- ._- . - SBS-60LFV9 Gallery ofStones - 36YZH8 SMS-534ST9 Gallery ofStones - 05CSR6 Gallery ofStones - 881NBF PERINTENDENT , Kyle Kieke -'DATE: , 1/17/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCmTECT PROJECT NO. pAILX RE!:'ORT NO. 36 DAY: Friday DAT~: /1/18/2013 CONTRACT DAYS REMAINING DAYS WEATHER TIME .. . .. .. " - ... AM ··TIME·· . .. PM ' '.

..

Sm\iNY X SUNNY X CLOUDY .. . . (:LQ.Qpy . .. . .

RAIN RAIN TEMP LOW 38 FO TEJ.\1PLOW FO TEMP HIGH FO TEMP HIGH 60 FO WORKFORCE CLASSIFICATION MEN . HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 5 SMS 0 0 Robertson Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 2 4 Install power vents Gallery ofStones 7 8 CMU wall construction DABS Paint 0 0

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS

WORK DESCRIPTION SUMMlWY Continue CMU wall construction north / south elevations Installed 4 power vents in envelope wall

SUBCOl\lTRACTOR PERSONNEL ON SITE·

1of2 !Jose Ortiz - Gallery ofStones Mario Andretti - Compton HVAC IJose Mendoza - Gallery ofStones Chris Pinson - Compton HVAC Francisco Escobar - Gallery ofStones .rose Ramo - Gallery ofStones Ricardo Lopez - Gallery ofStones Jose Sanchez- Gallery ofStones .ruan Basurto - Gallery ofStones - .-. _.- -- - .. __ .. ..YEHICLES ON SITE ... ... . ..

SBS-60LFV9 Gallery ofStones - CA30839 SMS-S34ST9 Compton HVAC- BZ324S3 Gallery ofStones - OSCSR6 Gallery ofStones - 881NBF ~ SUPERINTENDENT I Kyle Kieke IDATE: I 1/18/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. - I 3 PAY::. .. /Saturday DATf:.:· .... . /1/19/2013 CONTRACT DAYS REMAINING DAYS WEATHER TIME . _.. AM. _ . . TIME PM SUNNY X ..- . - - SUNNY X CLOUDY CLOUDY RAIN RAIN TEMP LOW 43 P TEMP LOW FO TEMP HIGH fO TEMP HIGH 60 FO WORKFORCE ·CLASQFICATION MEN HOURS D~SCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 0 0 SMS 0 0 Robertson Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 7 8 CMU wall construction DABS Paint 0 0

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 SkJ'trak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS

WORK DESCRIPTION SUMMARY Continue CMU wall construction north / south elevations

..

SUBCONTRACTOR PERSONNEL ON SITE

1of2 1J0se Ortiz· Gallery ofStones Irose Mendoza - Gallery ofStones Francisco Escobar - Gallery ofStones ose Romo - Gallery ofStones Ricardo Lopez· Gallery ofStones Jose Sanchez - Gallery ofStones ~uan Basurto - Gallery ofStones ...... .... ., VEHICLES ON SITE .. - .. w+· • '. .' - Gallery ofStones - OSCSR6 Gallery ofStones - B81NBF Gallery ofStones - CA30B39

I Kyle Kieke IDATE: I 1/19/2013

2of2 SBS CONSfRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ~CHITECT PROJECT NO. DAILY REPORT NO. 33 DAY: Monday DATE: 11/21/2013 CONTRACT DAYS REMAINING DAYS WEATHER TiME AM TIME· PM ~QNNY ... x ....... " - ~ ___ ... _~UN~. _.. __ x ........... -- .. _-- CLOUDY CLOUDY .....

RAIN RAIN TEMP LOW· 48 F c1 TEMP LOW FO TEMP HIGH F" TEMP HIGH 67 FO WQRKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 7 SMS 0 0 Robertson Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 7 8 CMU wall construction DABS Paint 0 0 C-S Enterprise 4 3 Jobsite familiarization

EQUIPMENT . . DESCRIPTION . NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1 INSPECTIONS j TESfINGj VISITORS

WORK DESCRIPTION SUMJ.\1ARY Continue CMU wall construction north / south elevations C-S Enterprise walkedjob again to familiarize themselves with electrical already in place

SUBCONTRACTOR PERSONNEL ON SITE

1of2 !rose Ortiz - Gallery ofStones Richard Cantu - CS Enterprise ~ose Mendoza - Gallery ofStones . Andrew Diaz - CS Enterprise Francisco Escobar - Gallery ofStones Ray Guerrero - CS Enterprise TOS.e Ramo - Gallery ofStones Chris Wilson - CS Enterprise Ricardo Lopez - Gallery ofStones Jose Sanchez - Gallery ofStones IJuan Basurto - Gallery afStones VEHICLES ON SITE ..

Gallery ofStones - 05CSR6 CS Enterprise - CA84978 Gallery ofStones - 881NBF CS Enterprise - 4Z07315 Gallery afStones - CA30839

I SUPERINTENDENT I Kyle Kieke IDATE: I 1/19/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT lVAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. !D!ULY REPORT NO. 34 DAY: Tuesaay DATE: 11/22/2013 CONTRACT DAYS REMAINING DAYS WEATH;ER TIME . .. AM .. ..._- .. _..·TIME-------- PM .. - ...

SUNNY X SUNNY X CLOUDY CLOUDY ..

WN RAIN ItEMP LOW so FO TEMP LOW fO TEMP HIGH FO TEMP HIGH 65 FO WORKFORCE CLAS$WICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 9 SMS 4 8 Interiorframing Robertson Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery a/Stones 9 8 CMUwall construction DABS Paint 0 0 CoS Enterprise 4 8 Conduitinstallation

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION. NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS / TE~INGI.VISITORS Rod Lewis - Client Tom Pittman - Lewis Energy Monica Rokhol- Lewis Energy Parnak Charckhi - Lewis Energy BennyEsquivel- Lewis Energy Carlos Hernandez - PSI - grout testsamples WORK DESCRIPTION SUMMARY CMU rear elevation complete to 20~ continue south elevation !,Adjust interior 110Voutlet locations, install overhead power to office

1of2 SUBCONTRACTOR PERSONNEL ON SITE lJose Ortiz- Gallery ofStones Richard Cantu - CS Enterprise rose Mendoza - Gallery ofStones Andrew Diaz- CS Enterprise Francisco Escobar - Gallery ofStones Bob Camwath - CS Enterprise Tose Romo - Gallery ofStones Jay Camwath - CS Enterprise Ricardo Lopez - Gallery ofStones Jonothan Baldovino - SMS Jose Sanchez - Gallery ofStones Miguel Mendoza - Gallery ofStones Juan Basurto - Gallery ofStdnes Mariano Ortiz - Gallery ofStones Martin Rojas - SMS Luis Fuentes - SMS Alejandro Baldovino - SMS VEHICLES ON SITE Gallery ofStones - 05CSR6 CS Enterprise - CA84978 Gallery ofStones - 881NBF CS Enterprise - AZ07315 Gallery ofStones- CA30839 SMS-39XNN7 SUPERINTENDENT I Kyle Kieke IDATE: I 1/22/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO•. 1378 ARCI:IITECT PROJECT NO. DAlLY REPORT NO. 35 DAY: Wednesdqy DATE: 11/23/2013 CONTRACT DAYS RE.MAINING DAYS WEATHER TIME . 'TIME' .. , PM'· AM SUNNY:_ _.. _.. .X " SUNNY X CLOUDY .. ~ . '. ......... .........CLOUDY . , .....- ... ... -_........ .. ~~

RAIN RAIN TEMP LOW 54 FO TEMP LOW po TEMP HIGH po TEMP HIGH 72 FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 9 SMS 4 8 Interiorframing Robertson Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Campton HVAC 0 0 Gallery ofStones 7 8 CMU wall construction DABS Paint 0 0 C-S Enterprise 2 8 Conduit installation

EQUIPMENT DESCRIPTION' NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS I TESTING/ VISITORS

WORK DESCRIPTION SUMMARY CMUsections to 20' will be complete by COB tomolTo~ will begin CMU columns Install overhead conduitfor wall packs, aircraft GPUs Was instructed by Tom Pittman via phone to cease interiorframing due to impending changes

1of2 SUBCONTRACTOR PERSONNEL ON SITE IJose Ortiz- Gallery ofStones Jonathan Baldovino - SMS !rose Mendoza - Gallery ofStones Andrew Diaz - CS Enterprise Francisco Escobar - Gallery ofStones Richard Cantu - CS Enterprise 'ose Ramo - Gallery ofStones Ricardo Lopez - Gallery ofStones Jose Sanchez - Gallery ofStones Juan Basurto - Gallery ofStones Martin Rojas - SMS Luis Fuentes - SMS Alejandro Baldovino - SMS VEHICLES ON SITE Gallery ofStones - 05CSR6 CS Enterprise - CA84978 Gallery ofStones - 881NBF CS Enterprise - AZ07315 Gallery ofStones - DR1N713 SMS-39XNN7 SUPERINTENDENT I Kyle Kieke IDATE: I 1/23/2013

2of2 SBS <;ONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 36 DAY: ..... _.. Thursday DArE:. .... 11/24/2013 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM·····-.... .. .. TIME PM SUNNY SUNNY X CLOUDY. .... . ~ '" x . .. CLOUDY RAIN RAIN TEMP LOW S4 FO TEMPLQW FO TEMP HIGH F O TEMP HIGH 78 P WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PRO/ECTMANAGER 0 0 SUPERINTENDENT 1 8 SMS 4 9 Frame punch Robertson Electric 1 2 Inventory materialfor turnover Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 7 8 CMU wall construction DABS Paint 0 0 CoS Enterprise 3 8 Conduit installation, inventory materialsfor turnover

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Sclssor lift 2 ' .. \ Skytrak 1 Generator 1 INSPECTIONS / TESTING/ VISITORS PSI picked up groutsamplesfor testing Bob Carnwath walkedjob with Superintendent to review work completed by REI and inventory material left by RElfor turnover Bob Carnwath also requested to work 4-10s as long asjob schedule allows

WORK DESCRIPTION SUMMjffiY CMU sections to 20' complete Have begun CMU columns Steel crew is continuing to install bracketsfor CMU wall install strongbacks on 28' spandrel beams @20' line to eliminate sagging Cos Electrical installed additional conduitdrops and setboxes in apartment area

1of2 SUBCONTRACTOR PERSONNEL ON SITE rose Ortiz - Gallery ofStones Jonothan Baldovino - SMS rose Mendoza - Gallery ofStones Andrew Diaz - CS Enterprise Francisco Escobar - Gallery ofStones Richard Cantu - CS Enterprise ;Tose Romo - GaZZeryofStones Ricardo Lopez - Gallery ofStones Jose Sanchez - Gallery ofStones Juan Basurto - Gallery afStones.

Martin Rojas - SMS Luis Fuentes - SMS Alejandro Baldovina - SMS VEHICLES ON SITE Gallery ofStones - 05CSR6 CS Enterprise - CA84978 Gallery ofStones - 881NBF CS Enterprise - AZ07315 Gallery ofStones - DR1N713 SMS-39XNN7 SUPERINTENDENT I Kyle Kieke IDATE: I 1/24/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAlLY REPORT NO. 37 DAY: IFridqy DATE: 11/25/2013 C:;ONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY S'O"NNY X CLOQQY ." . X . . CI.PUDY RAIN RAIN TEMP LOW 60 FO TEMP LOW FO TEMP HIGH F" TEMP HIGH 79 P WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 1 6 SMS 4 9 Frame envelope walls Ace Concrete 0 0 Texas Stor Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 0 0 DABSPaint 0 0 CoS Enterprise 0 0

EQUIPMENT· DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS f TESTfNGf VISITORS

.. WQM: ])ES(:RIPTION ~l!M~Y Install bottom channelforframed envelope walls Purlinsfor mezzanine delivered

1of2 SUBCONTRACTOR PERSONNEL ON SIrE Martin Rojas - SMS Luis Fuentes - SMS Alejandro Baldovino - SMS jonomanBaldovino-SMS

VEHICLES ON SITE SMS-39XNN7 SBS-60LFV9

SUPERINTENDENT I Kyle Kieke IDATE: I 1/25/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. ~:rNO. 38 DAY: Saturday DATE: 11/26/2013 AYS REMAINING DAYS WEATHER TlME···-- .. -- .-.. __ .~ - .. . AM·· TIME PM s.IiNNY S,UN:NY .. X _ '._ .. . ....

GLQl)P-Y .. ..... ... X . .. -.. . ~ . -. .,....CLOUOY. . .-. ~

RAIN. RAIN TEMP LOW SO FO TEMP LOW FO TEMP HIGH po TEMP HIGH 73 po WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 0 0 SMS 4 8 Frame envelope walls Ace Concrete 0 0 Texas Star Plumbing a a Compton HVAC a a Gallery ofStones a 0 DABS Paint a 0 CoS Enterprise a 0

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS

" WORK DESCRIPTION SUMMARY Begin envelope wallframing and dens glass installation Continue installing CMU wall brackets

1of2 SUBCONTRACTOR PERSONNEL ON SITE Martin Rojas - SMS Luis Fuentes - SMS Alejandro Baldovino - SMS Jonothan Baldovino - SMS

VEHICLES ON SITE SMS-39XNN7

SUPERINTENDENT I Kyle Kieke IDATE: I 1/26/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 39 DAY: Monday DATE: 11/28/2013 CONTRACT DAYS REMAINING DAYS WEATHER , TIME .... . ..

AM TIME PM SUNNY .. - . ...S.l!NNY._ ..._ X .. _.. "- ._. --- CLOUDY X CLOUDY .. . ....

RAIN RAIN TEMP LOW 60 FO TEMP LOW FO TEMP HIGH FO TEMP HIGH 78 FO WORKFORCE . CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERiNTENDENT 1 7 ·SMS 4 8 Frame envelope walls Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 0 0 DABS Paint 0 0 CoS Enterprise 0 0

..

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTIONS / TESTING/ VISITORS Tom Pittman - Lewis Energy Group

.. , WORK DESCRIPTION SUMMARY Continue envelope wallframing and dens glass installation

1of2 SUBCONTRACTOR PERSONNEL ON SITE Martin Rojas-SMS Luis Fuentes - SMS Alejandro Baldovino - SMS Jonothan Baldovino - SMS

VEHICLES ON SITE SMS-39XNN7 SBS-60LFV9

SUPERINTENDENT I Kyle Kieke IDATE: I 1/28/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. ~qy DAILY REPORT NO. 40 DATE: 11/29/2013 YS WEATHER TIME AM TIME PM SUNNY SUNNY CLOUDY X CLOUDY X RAIN RAIN TEMJ?LOW 60 FO TEMP LOW FO TEMP HIGH FO TEMP HIGH 80 FO, WORKFORCE CLASSIFICATION lVJ.EN HOURS . DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 1 9 SMS 4 8 Frame envelope walls Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 4 9 Anchor CMU walls DABSPaint 0 0 C-S Enterprise 0 0

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1 INSPECTIONS / TESTING/ VISI:rORS Bill Leonard - SMS

_WORK DESCRIPTION SUMMARY Additional cement/rebar deliveredfor CMU walls Set anchors for CMU walls, various locations which need to be re-drilled due to anchor bolt hitting reinforcing steel inside wall Frame envelope wall at rear ofhanger John Grable needs to submit revised drawings to clientfor approval, should have drawings by end ofthis week

1of2 SUBCONTRACTOR PERSONNEL ON SITE Martin Rojas - SMS Luis Fuentes - SMS Alejandro Baldovino - SMS JonothanBaldovmo-SMS rose Romo - Gallery ofStones Jose Sanchez - Gallery ofStones Juan Basurto - Gallery ofStones Francisco Escobar - Gallery ofStones

VEHICLES ON SITE SMS-39XNN7 SBS-60LFV9

SUPERINTENDENT I Kyle Kieke IDATE: I 1/29/2013

20f2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY.REPORT NO. 41 DAY: Wednesday DATE: 11/30/2013 REMAINING DAYS WEATHER TIME- --- -- _.- ... - _.- AM· ... _., .-. -- ... - --TIME -_.. ~_. -- PM -----" SUNNY X Windy SUNNY Windy CLOUDY CLOUDY RAIN RAIN TEMP LOW 48 FO tEMP LOW FO TEMP HIGH FO TEMP HIGH 61 FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECTMANAGER 0 0 SUPERINTENDENT 1 9 SMS 4 9 Frame envelope walls Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery o/Stones 7 9 eMU columns, stone mock up DABS Paint 0 0 CoS Enterprise 0 0

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Slgrtrak 1 Generator 1 INSPECTIONS / TESTING/VISITORS .

WO;RK D~SCRIPTION SUMMARY Continue eMU columns Stone veneer mock up - incorrect mix ratio, ordering additional material Install purlins over apartment area re-tap CMU anchor bolt holes as needed

1of2 SUBCONTRACTOR PERSONNEL ON SITE Martin Rojas - SMS Jesus Perez - Gallery ofStones Luis Fuentes - SMS Alejandro Baldovino - SMS Jonothan Baldovino - SMS Irose Romo - Gallery ofStones rose Sanchez- Gallery ofStones Juan Basurto - Gallery ofStones Francisco Escobar- Gallery ofStones Ricardo Lopez - Gallery ofStones Saul Cardenza - Gallery ofStones VEHICLES ON SITE SMS-39XNN7 Gallery ofStones - P09NNH SBS-60LFV9 Gallery ofStones - BT381S0 Gallery ofStones - OSCSR6 SUPERINTENDENT I Kyle Kieke IDATE: I 1/30/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS.PROJECT·N.O. '1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 42 DAY:'. .. Thursday DATE: 11/31/2013 CONTRACT DAYS REMAINING DAYS WEATHER TIME······· .. -._- AM TIME PM SUNNY X Windy ~llN.N¥.. .. _- . -......... ~. - CLOUDY ...... CLOUDY RAIN RAIN TEMP LOW 35 FO TEMP LOW FO !TEMPHIGll po TEMP HIGH 62 po WORKFORCE CLASSIFICATION MEN HOURS DESCRIfTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 9 SMS 4 9 Frame envelope walls Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 4 9 CMU columns DABS Paint 0 0 C-S Enterprise 0 0

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1 INSPECTIONS / TESTING/ VISITORS

wollli: DF;S(:RIPTION SUMMARY Continue CMU columns Insmll purlins/ decking over apartment area Continue envelope wallframing

1of2 SUBCONTRACTOR PERSONNEL ON SITE ~ Martin Rojas - SMS Luis Fuentes - SMS Alejandro Baldovino - SMS Jonothan Baldovino - SMS !rose Romo - Gallery ofStones Jose Sanchez - Gallery ofStones Juan Basurto - Gallery ofStones Francisco Escobar - Gallery ofStones

VJ:iHICLES ON SITE SMS-39XNN7 SBS-60LFV9 Gallery ofStones - 881NBF Gallery ofStones - OSCSR6 SUPERINTENDENT I Kyle Kieke IDATE: I

2of2 SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO•. 1378 ARCHITECT PROJECT NO. 'DAILY REPORT NO. 1 43 DAY: Friday DATE: .. . 12/1/2013 CONTRACT DAYS REMAINING DAYS WEATHER TIME·---· . _._- --_. AM ... ._-._- TIME .. PM . ..

S.UNNY X suNNY X CLOUDY.. .. .. CLOUQY RAIN RAIN TEMP LOW S4 F" TEMP LOW FO ITEMPH;IGH FO TEMp·HIGH 7S fO WORKFORCE CL.!\SSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 7 SMS 4 4 Interior pod decking Ace Concrete 0 0 Texas Star Plumbing . 0 0 Compton HVAC 0 0 Gallery ofStones 4 8 CMU columns DABS Paint 0 0 CoS Enterprise 0 iJ :

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTION$ / TESTING/ VISITORS

.,

..

WORK DESCRIPTION SUMMARY Continue CMU columns Install purlins / decking over apartment area Received revised interior drawingsfrom John Grable &Associates, will begin change order pricing ,

10f2 SUBCONTRACTOR PERSONNEL ON SITE Martin Rojas - SMS Luis Fuentes - SMS Alejandro Baldovino - SMS Tonothan Baldovino - SMS Tose Romo - Gallery ofStones IJose Sanchez - Gallery ofStones Tuan Basurto - Gallery ofStones Francisco Escobar - Gallery ofStones

VEHICLES ON SITE SMS-39XNN7 SBS-60LFV9 Gallery ofStones - 881NBF Gallery ofStones - OSCSR6 SUPERINTENDENT I Kyle Kieke IDATE: I 2/1/2013

2of2 SBS CONSTRUCTION DAILY FIELD REPORT !PROJECT NAME: Los Cerritos Hanger SBS P.ROJECT NO. 1378 ARCHITECT PROJECT NO. DAlLY REPORT NO. 44 DAY: Mondqy DATE: 12/4/2013 CONTRACT DAYS REMAINING DAYS WEATHER TIME-·_· ..... ._- -_. _., AM·· .. ... .. TIME PM _.' ..

SuNNY X SUNNY X CLOUDY CLOUDY RAIN RAIN TEMP LOW 56 FO TEMP LOW FO TEMP HIGH FO TEMP HIGH 77 FO WORKFORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDEN,T 1 8 SMS 4 4 Cupolaframing Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 0 0 DABS Paint 0 0 CoS Enterprise 0 0

EQUIPMENT DESCRIPTION NUMBER DESCRIPTION NUMBER Boom lift 1 Scissor lift 2 Skytrak 1 Generator 1

INSPECTION~ / TESTING/ VISITORS Steve Schiffman - site visit

.'-' .. _ .. ....-._.. ,. -- ................-.. ......wQ!lli.PF.;$~B1I:'J.IQt(SQJ.\1~Y ., ....... - ... - . .. ... ... ~

Install cupola tube steelframing members

1of2 From: John Grable <[email protected]> Sent: Wednesday, November 28,20126:38 PM To: Rod Lewis <[email protected]> Parnak Charkhchi <[email protected]>; '[email protected]'; Thomas Pittman <[email protected]>; Matthew Martinez <[email protected]> Subject: RE:Re:

Yes Rod they are - finally.

Torn P and I "tagged teamed" them at separate times during site meeting like "junk yard dogs".

They know how unhappy someone can be.

Torn P stated under no circumstances will we allow only 2 workers on site - only full staff is expectable.

We are still managing this crisis with the above techniques mentioned while formulating a "Alternate Plan B" by pricing an "in house" GCC takeover solution to get this project done once they make any more mistakes.

Rod on another note...

Hangar building is beautiful and fits well with the land - want this project to be fun and exciting for you - not the way it has progress thus far with the PEMB building delay.

We are not letting up pressure for one moment on this stubborn dog.

Respectfully John Jww.johngrable.com

-----Original Message----- From: Rod Lewis [mailto:[email protected]] Sent: Wednesday, November 28,20126:26 PM To: John Grable Cc: Parnak Charkhchi; '[email protected]'; Thomas Pittman; Matthew Martinez Subject: Re: Re: Looks like they are making progress. Thanks for the pics ----- Original Message ----- From: John Grable [mailto:[email protected]] Sent: Wednesday, November 28,201205:12 PM To: Rod Lewis Cc: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman; Matthew Martinez <[email protected]> Subject: Re: Re: THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY '"'ONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED JY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU "":rAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S .,EGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

Steve Mowrer from: Parnak Charkhchi ···S~nt: Wednesday, May 29, 2013 3:42 PM Steve Mowrer Subject: FW: Invoice Approvals

Working on signature for those 2 checks

From: Rod Lewis Sent: TuesdaYr May 28 r 2013 10:24 PM To: Parnak Charkhchi Subject: Re: Invoice Approvals These can be paid. Thanks.

From: Parnak Charkhchi Sent: TuesdaYr May 28 r 2013 05:17 PM To: Rod Lewis Subject: Fw: Invoice Approvals PIs see below They are on the conference table outside your office

From: Steve Mowrer '.

Sent: Tuesday, May 28r 2013 12:42 PM To: Parnak Charkhchi .

Cc: Garrett Glass Subject: Invoice Approvals Parnak, J have the following invoices that need Rod's signature:

1. RMJ Construction for $80,000.00 (Check attached since over $50k for Rod's signature) 2. United Erectors for $61,229.86 (Check attached since over $50k for Rod's signature) 3. MBCI for $42,341.01 4. AG Masonry for $30,000.00 5. Holts Mechanical for $25,000.00 6. BoDen for $22,000.00 Total Invoices $260r570.87 These are all for the Los Cerritos Hangar job.

Steve From: Tony Weigand <[email protected]> Sent: Sunday, November 4, 20127:38 AM To: Rod Lewis <[email protected]> Cc: Thomas Pittman <[email protected]>; John Grable <[email protected]>; Pamak Charkhchi <[email protected]>; Tony Trevino <[email protected]> Subject: Re: Uvalde Hangar building delivery

Understood. I'll get to work on it.

Tony On Nov 4,2012, at 5:51, Rod Lewis <[email protected]> wrote: That sounds good Tony W. Let's get all the facts together to present to me for a final decision after you are finished talking to Tom. As always I will need a chronological order of events along with costs along the way.

I will also need to know the following; 1) Where we are now on scheduling and where we should have been.

2) Spent to date versus scheduled spend to date.

3) What have we gotten for our money to date. What should we have gotten.

4) Estimated contractor profit to date.

5) Tony T should get us terms ofthe contract and termination clause language. I think Neena may have reviewed this contract.

6) Options to move forward and cost to the company of changing contractors midstream.

Where we fucked this up and how to keep this from happening again. Write new company policy and procedures for GCC to prevent this from happening again.

Thanks.

From: Tony Weigand [mailto:[email protected]] Sent: Sunday, November 04, 2012 12:31 AM To: Thomas Pittman Cc: Rod Lewis; [email protected] <[email protected]>; Parnak Charkhchi Subject: Re: Uvalde Hangar bUilding delivery Rod I'll call Tom tomorrow then send you a note. Since I haven't been involved in this project, I have some catching up to do before I feel comfortable agreeing to a plan to move forward either with or without this contractor.

Tony On Nov 3, 2012, at 21:59, Thomas Pittman <[email protected]> wrote: Rod best case. We get the building in full they get it and erect it. If they fuck up the erection we hammer them. We take over the project were golden. ~ DEFENDANT'S I1%

Do EjHIBIT _D9_ 50s From: Rod Lewis Sent: Saturday, November 03, 2012 08:58 PM To: '[email protected]' <[email protected]> Cc: Parnak Charkhchi; '[email protected]' <[email protected]>; Thomas Pittman Subject: Re: Uvalde Hangar building delivery I am ready to move forward with selections now John. Let's proceed as we have discussed and you have identified.

What I don't understand right now and we should hold for discussion is how we move forward with this project. So before ordering material, I will have to discuss with Tony Wand Tom how we plan to proceed. This can be done in the next 48 hours.

Thanks.

From: John Grable [mailto:[email protected]] Sent: Saturday, November 03,201206:10 PM To: Rod Lewis Cc: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman Subject: Re: Uvalde Hangar building delivery Rod So glad to hear GG running sweet Has to be a thrill up there behind the stick!

Material selection deadlines are now as materials need to be ordered and there are lead times on stone that may require 4 -6 weeks for delivery Same for clerestory windows Metal panels are 2 weeks out Angelim wood in Austin but the sooner you approve i want to go to their warehouse and "cherry pick" the best color and grains- lengths of 20 no problem for material!

In a nutshell this is very important and I want you comfortable with selects- again we can discuss in person M-W if desired I will be there!

Thanks

John Grable FAIA www.johngrable.com On Nov 3, 2012, at 5:04 PM, "Rod Lewis" <[email protected]> wrote: Yea I flew her yesterday evening. She is running great!

John- What is the deadline to choose the materials?

Tom/Tony- we need to discuss movement forward and how that will be handled.

From: John Grable [mailto:[email protected]] Sent: Saturday, November 03, 2012 03:54 PM To: Rod Lewis Cc: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman Subject: Re: Uvalde Hangar building delivery Rod

We can use 24 gauge The profile makes this surface perform armor like!

The wood warms up and adds richness to the interior space Will help with acoustics control as well...

If something runs into the wood damage is minimized with this forgiving surface I can meet with you anytime Monday thru Wednesday on this or anything else Thanks John Grable FAlA Saw GG flying yesterday around 5:30 Beautiful in the air! www.johngrable.com On Nov 3, 2012, at 3:44 PM, "Rod Lewis" <[email protected]> wrote: I will try to look at samples and make a final decision. But I don't see a problem with the wood inside the hangar. And on the D panel what gauge are we considering using?

From: John Grable [mailto:[email protected]] Sent: Saturday, November 03,201203:10 PM To: Rod Lewis Cc: Parnak Charkhchi; '[email protected]' <[email protected]>; Thomas Pittman Subject: RE: Uvalde Hangar building delivery Rod Here are the materials and renderings for the Hangar All materials low maintenance and durable Love the exotic wood Angelim from Brazil The Galvanized metal D Panel will mellow into a nice pewter grey John John

<image003.jpg> www.johngrable.com

From: Rod Lewis [mailto:[email protected]] Sent: Saturday, November 03,2012 1:19 PM To: John Grable Cc: Parnak Charkhchi; '[email protected]'; Thomas Pittman; Matthew Martinez Subject: Re: Uvalde Hangar bUilding delivery Is the metal coming painted the color we want? If not should we paint it on the ground or in the air? What color is the metal coming painted? What kind of paint? Is it a good selection for quality?

From: John Grable [mailto:[email protected]] Sent: Saturday, November 03,201201:14 PM To: Rod Lewis Cc: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman; Matthew Martinez <[email protected]>; Tony Trevino Subject: Re: Uvalde Hangar bUilding delivery Yes Rod the building ties it self together Using masonry and steel frame and cross bracing. Believe for all the loads including 90 mph wind Lover 360 pretty stout - but - masonry stiffens it up to a stout mass. Yes insulated roof and walls to protect interior contents when no one at structure.

Cupola and clerestory Windows add cross ventilation when doors closed.

Masonry walls are upgraded to concrete block backup for stone exterior - all work together. Low maintenance system too.

Interior has combination of cmu the D Panel metal panels above with the exotic Brazilian Angelim wood siding with low maintenance clear polyurethane sealer for rich rosewood teak finish as displayed on GC material wall. Hangar material palette rich and functional as all three material blend well... reminds me of the richness that old ocean liners had a century ago but still modern but timeless I am so angry we have been tooled around but untrue statements. Tom P and I have major backup and contingency plans to protect this project and get into use for the purpose design We have hammers in both hands now... no more bs from anyone No one deserves this sir John Grable FAIA www.johngrable.com On Nov 3,2012, at 12:54 PM, "Rod Lewis" <[email protected]>wrote: John- I think the steel building will work. It is a little light I think. But we can look at how masonry structure will help add strength as well as possibly add cabling. Is the building finished on the inside and insulated? Is the portion that is masonry also sheathed in metal?

Thanks.

From: John Grable [mailto:[email protected] Sent: Saturday, November 03, 2012 10:05 AM To: Rod Lewis Cc: Parnak Charkhchi; '[email protected]' <[email protected]>; Thomas Pittman; Matthew Martinez < [email protected]>; Tony Trevino Subject: RE: Uvalde Hangar building delivery Rod Building dimension depth is 120'-7" overall to center of steel columns (front to rear) - that requires 5 columns to define the four 30 foot bays The building dimension width is 98"-6" to center line of steel columns (left to right) that requires 6 columns to define the five 20'-)" bays The wall heath is 31' - 3" with a 2:12 roof pitch that tops out at the ridge height at 38'-8 - X +- - the cupola sitting on top of the ridge is 5'-2" making the total building height of 43'-10" It is a large and tall structure John

<image002.jpg> www.johngrable.com

From: Rod Lewis [mailto: [email protected]] Sent: Friday, November 02,2012 10:20 PM To: John Grable Cc: Parnak Charkhchi; '[email protected]'; Thomas Pittman; Matthew Martinez; Tony Trevino Subject: Re: Uvalde Hangar building delivery Guys- I think I might want to use this building for a farm building like a warehouse on the ranch. Then we can order a new building from Varco Pruden who is a real company. We will order through Gary Ley to get the building at cost. What is the dimension of the building again John?

From: John Grable [mailto:[email protected]] Sent: Friday, November 02,201208:08 PM To: Rod Lewis Cc: Parnak Charkhchi; [email protected] <[email protected]>; Thomas Pittman; Matthew Martinez < [email protected]> Subject: Re: Uvalde Hangar building delivery Rod Rest assured Building is Lover 360 design We have not paid for structure and you have not only the three of us reviewing we have the structural design team We will protect and move forward and serve your needs We are preparing a proactive game plan The bottom line is we,have a building delivered on site mid week...if there is any fault with structure it is rejected ..

Steps thus far on approval process adhered to all specs...

Timely delivery not satisfactory We will protect your interests John Grable FAIA www.johngrable.com On Nov 2,2012, at 7:28 PM, "Rod Lewis" <[email protected]> wrote: Tony/Tom/John- if this company in Hockely Texas is that swamped, I am concerned that we are going to receive the quality of metal structure that we ordered. Who can verify the thickness ofthe iron and the wind load of the structure. I would hate to put up a half-assed structure at this time.

Let's make double and triple sure as I will have very very expensive airplanes inside this structure.

Let me know how you will assure yourselves we are not getting screwed on this structure. This is like a bad dream!!

From: John Grable [mailto:[email protected]] sent: Friday, November 02,2012 05:33 PM To: Rod Lewis Cc: Parnak Charkhchi; '[email protected]' <[email protected]> ; Thomas Pittman; Matthew Martinez <[email protected]> Subject: Uvalde Hangar building delivery Rod Following up on our last discussions regarding rigid building frame delivery for the Uvalde Hangar discussed during our meeting October 22, 2012: BOTTOM LINE AFTER VERIFYING TODAY @ 4 PM WITH ERIC KEYES - BUILDING SALESMAN WITH BUILDING SUPPLIERSHULTE BUILDING SYSTEMS that on TUESDAY 11-6-12 - FOUR -FIVE TRUCKS WILL BE LOADED WITH REMAINING BUILDING COMPONENTS AND DELIVERED TO UVALDE SITE ON WED 11-7- 12.

SBS HAS INFORMED TOM PITTMAN AND I THEY ARE SENDING OUT EQUIPTMENT TO SITE TO BEGIN THE IMMEDIATE ERECTION OF THE RIGID BUILDING FRAME.

With building delivery and erection at Uvalde site for Wed/Thursday next week outlined below is proactive backup plan to ensure timely completion of Hangar Structure.

Outline of Tom Pittman and JGA immediate response to the chronic misinformation for specific building delivery dates provided by SBS after our discussions during 10-22-12 meeting to prepare for Option #3 (Glacier Cap take over construction) 1. Ascertain real schedule of building delivery schedule- not "inconsistent and incorrect. delivery dates provided by SBS. a. Answer: JGA made direct contact with Building Supplier - Shulte Building Systems located in Hockley, Texas. After numerous conversations with the salesman Eric Keys 281-304- 6111 regarding exact building delivery dates versus dates provided by SBS productions schedules were completely different than what we have been informed by SBS Contractors.

Building supplier stated over commitment on their part has exceeded their capacity to provide a timely delivery of building product. Their response was honest and straight forward leaving us befuddled by SBS responses to specific delivery dates.

2. Call to action by TP and JGA that simple truthful answers by Schulte Building Systems were better than ones provided by SBS on delivery dates- JGA delivered Construction Documents to TP who has released to skillful and qualified subs and suppliers for pricing for same scope of work as contracted by SBS.

Rod We are moving forward to provide you options as we continue to press SBS to perform as negotiated - discussed - and contracted for. Payment status to SBS foir work performed is not overdrawn or payed. We want to proivide more options to protect and complete this great project () without any further delays and mis information received by SBS..

Respectfully John PS Office sending up to date Construction Documentslater today I am available to discuss if required but we have a proactive game plan moving forward to protect your interests <image002.jpg> www.johngrable.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIOENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384- 3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384- 3200) AND DESTROY THE ORIGINAL MESSAGE.

MESSAGES SENTTO AND FROM US MAY BE MONITORED.

THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384- 3200) AND DESTROY THE ORIGINAL MESSAGE.

MESSAGES SENT TO AND FROM US MAY BE MONITORED.

THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384- 3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED.

THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

From: Jennie Briggs <[email protected]> Sent: Thursday, June 27, 2013 6:15 PM ...To: Javier Alonso <[email protected]>; Matthew Martinez <[email protected]> Subject: RE: what we have for weekly reports, more to follow

Thanks, Javier!

This is all very helpful!

Have a great weekend, Jennie From: Javier Alonso [[email protected]] sent: Thursday, June 27, 2013 6:06 PM To: Matthew Martinez; Jennie Briggs Subject: RE: what we have for weekly reports, more to follow Jennie, T.Pittman sent John an email on 01.29 requesting John provide SBS 72 hour notice. Unfortunately John did not ever send that 72 hour notice as far as I can find in our email records. The next official letter John wrote to SBS was on 3.15.2013 outlining SBS defaults in work (at which point SBS had all ready been terminated). If you refer to the timeline we produced, which I have attached here, you will see that date listed. I have also attached a .zip folder with the emails referenced in the timeline (including the two emails discussed above). Please let me know if we can provide any additional information, thank you.

Javier

JOHNGRABLf From: Matthew Martinez sent: Thursday, June 27, 2013 5:02 PM To: Jennie Briggs Cc: Javier Alonso Subject: RE: what we have for weekly reports, more to follow No prb, javi is working on digging that email up, he worked with john on putting some of that stuff together ...

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLECOM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Jennie Briggs [mailto:[email protected]] sent: Thursday, June 27, 2013 4:43 PM ~~: Matthew Martinez . . bject: RE: what we have for weekly reports, more to follow Sweet biz, MM. Thanks a million!

Don't forget the 72 hour warning email!

Many thanks, JB

From: Matthew Martinez [mailto:[email protected]] sent: Thursday, June 27, 2013 4:07 PM To: Jennie Briggs Subject: what we have for weekly reports, more to follow

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HVVY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 w: WWW.JOHNGRABLE.COM ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

Thomas Pittman <[email protected]>'" February 28,2013 1:22 PM To: John Grable <IO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab> Cc: Jennie Briggs <[email protected]> Fwd: Grable Letter to SBS - edited

Sent from my iPhone Begin forwarded message: From: "Jennie Briggs <JBriggs@J£lwjs~n~J-9J[,J;;om> II To: "Thomas Pittman 1I <[email protected]> Subject: Grable Letter to SSS - edited

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

1-'0 February)'!t. 2013 - DRAFT FOR REVIEW til" .,Jack Green '7 ... !V~_~-~ ) 17 Scenic Loop Rd. Boerne, TX 78006 Re: Los Cerritos Hang,ef 1~tt~. (' Project termination procedures f~r~BS Dear Jack, When r Cap terminated SBS G l Co~ting services on Januar~, 2013, you were asked to provide us with copies of all of your subcontractor contracts, supplier contracts, and any outstanding issues. To date.,we have not received any of this critical information. We did receive your final draw application #7 on February 6, 201~and assumed that the critical project contacts and suppliers list WOuld/lfl?~ming the following wee~but todate-re have not received this list as all parties ag~ to.

The rollertiv" "ffort" of th" "hov"""""ot;on"ri t""m."" wpll "" thp "rrhit"rt 'Inri <trllrtllr,,1 ...- -- .. - - ~-- -- - -- _. _-_.. _.. _.. _.... - --_.- ... _.... - ..-- ._-... .. - .. ... - _._ .... __.. .. _... .... '

engtneertng team of record have been working to ildentify these items as we continue to assess all of the SBS work. My office has been in touch with Eric at Schulte Building Systems~who has been helpfuL in assessing the work that is in place as well as the existing as - built conflicts.

Jac~you may not be aware, but we have discovered several defects in work delivered by SBS. Glacier Cap has hired an independent consultant to test and review all as-built conditions. This effort continues anq is still underway to complete a detailed list that outlines these defects,~ow they will be resolved and at what cost.

The Owner will not absorb any cost for resolving these iSSUe!i>aZ~e costs associated w~ ;?!se will be deducted from any payments requested or due to SB5 anqlor their suppliers.

We will resolve these problems quickly and professionally. We will protec.C:t: t the process and assure that he gets the quality building he is paying for. ~.:AJ' Regqrds, l #le' Owntv'?

John Grable, FAIA ...................... _-_._--

ARCHITECTS - INC

1...'1> Febtuary~ 2013 - DRAFT FOR REVI EW Ln ,Jack Green 1 r'ID~ .'SBSComractlm . ~ J 17 Scenic Loop Rd. Boerne, TX 7800.6 Re: Los Cerritbs Han~ Project termination procedures for Dear Jack, I' .' ft b61 WhenGr Cap terminated SBS G eral Co~ting services on Januar~, 2013, you were asked to provide us with copIes of all of your subcontractor contracts, supplier contracts, and. any outstanding issues. To date..we have not receiv€!d any of thiscritlcal information. We did receiVe your finaL draw application #7 on FebrLlary 6, 2013.tand assumed thi:lt the critical project contacts and suppliers list wau ming the follOWing wee\but to date,re have not received this listas aU parties a The coLlectiveeffofts of the above"'fl1etltioned team~as well as tlie architect atldstructural engineering team of record have been working to l,!identifythes€! items as we continue to assess all of the SBS work. My office has been in touch with Eric at Schulte Building System~who has been heLpfuL in ass,€ssing the work that is in place as well as the existing as .,. . builtconft.icts.

Jac~you may not be aware, but we have discovered severaL defects in work deUveredby SBS. Glacier Cap has hired an independent consultant to test and review aU as-built conditions. This €!ffort continues and is still ImderWay to complete a d€!tailed list that outlines these defeets1~owtheywill be resolved and atwhat cost.

ab~orb any cost for resolving these issue~ ~ ;to The Owner will not d e costs associated Will be d,,"Utteal'rom any payments roque.,ea pr due to S8, ""%r \heirsuppller~ W.e will resolve these problems quickly and professionally. We will prot.ec'~.WiS. the process and assure that he gets the quality building he is paying for. ~.

Regards, l4J,l John Grable, FAIA John Grable </o=mex02/ou=Exchange Administrative Group From: (FYDIBOHF23SPDLT)/cn=Recipients/cn=jgrable.johngrable.com_55280b3ab> Sent: Wednesday, April 17, 2013 9:18 PM To: 'Rod Lewis' <[email protected]> Cc: 'Tony Weigand' <[email protected]>; Tom Pittman <[email protected]>; 'Parnak Charkhchi' <[email protected]>; [email protected] Subject: reimburse professional fees & unbilled professional fees Attach: El Jardin Casa Verde Hunting Lodge_Invoice_01.pdf; Cerritos Hangar_Invoice_07.pdf; LTR_ROD L_4-17-13.pdf

Rod After the GC project management meeting at GC offices Tony Weigand requested that I write you this letter.

Please see attached.

Respectfully John

OHN GRABLE ~ ,t

JOHN GRABLE rArA

www.johngrable.com RCHITECTS - INC April 17, 2013

Rod Lewis 10101 Reunion Place, #1000 San Antonio, Texas 78216

RE: Reimbursement of professional fees Donation of professional fees

Dear Rod, This letter serves to recap my conversation with you during our meeting at your office on 4-5-13. I am reimbursing and donating the following professional fees for the following two projects.

1. Construction Phase - Los Cerritos Hangar: $12,144.00 2. Design and Complete Construction Documents Casa Verde Hunting Lodge: $18,350.00 This is my way of expressing my commitment to you for the SBS Contractor mishandling of the Uvalde Hangar. I believe the project is back on track and will be of great value and service for you.

Over the past 4 years I have delivered design documents and have not billed for my professional fees for the following projects: 3. EI Jardin Airport Master Plan • Control Tower • Observation canopy • Hangar #2 4. Chuc Compound • Dining Hall Facility When we first met back in December of 2005 I clearly stated that before I earn your money - I will earn your respect. I was taught that actions speak louder than words.

Respectfully,

~ ~-.-J John Grable, FAIA EI Jardin Casa Verde Hunting Lodge_Invoice_Ol.pdf INVOICE 00001 !A R C H ! TEe T S ! N C

4/17/2013 Bill To: From: Tri-Bar Ranch Company Ltd. John Grable Architects 10067 Jones Maltsberger Rd. 222 Austin Highway, Suite 1 San Antonio, TX 78216 San Antonio, TX 78209

PROJECT NAME Invoice # 00001 Labor Cost $18,350.00 Client Tri-Bar Ranch Reimbursables Project Casa Verde' Hunting Lodge Phase SD/DD

Services for Project Provided Pro-Bono ($18,350.00) Total Fees Paid $0.00

From March 18, 2013 through April 16,2012 SUMMARY OF WORK PERFORMED Description Qty. Rate Amount Principal 32 $175.00 $5,600.00 Architect o $105.00 $0.00 Technical 150 $85.00 $12,750.00 Clerical o $45.00 $0.00 182 $18,350.00 SUMMARY OF REIMBURSABLES Description Cost Mark-Up Amount Printing (In House) $0.00 0% $0.00 Travel $0.00 0% $0.00 Communication $0.00 0% $0.00 Consultants $0.00 4% $0.00 $0.00 PROJECT STATUS

liMP IISD liDO CD CA

Thank you for the opportunity to work on your project.

Regards, INVOICE 00001

DETAILS OF WORK PERFORMED Phase Employee Task Date Qt. Rate Amount CD JG design, communications, meetings 32 $175.00 $5,600.00 CD MM model 16 $85.00 $1,360.00 CD KS model 134 $85.00 $11,390.00 CD JA model o $85.00 $0.00 182 $18,350.00 DELIVERABLES 3D-1 Perspective Views 3D-2 Perspective Views 3D-3 Perspective Views A100 - Proposed Expanded Site Plan A101 - Proposed Site Plan A200 - First Floor - As Built A201 - First Floor - Proposed A230 - First Floor - Proposed Room Finish A260 - Door and Window Schedual A300 - Building Sections A400 - Building Elevations - As Built A401 - Building Elevations - Proposed A700 - Interior Elevations A701 - Interior Elevations D100 - Demolition Plan E100 - Electrical Plan Cerritos Hangar_Invoice_07.pdf INVOICE 00007 4/17/2013 Bill To: From: Tri-Bar Ranch Company Ltd. John Grable Architects 10067 Jones Maltsberger Rd. 222 Austin Highway, Suite 1 San Antonio, TX 78216 San Antonio, TX 78209 PROJECT NAME Invoice # 00007 Labor Cost $29,750.00 Client Tri-Bar Ranch Reimbursables Project Los Cerritos Hangar Phase CDICA

TOTAL FEES billed to date: $117,331.50 TOTAL REIMBURSABLES billed to date: $319.00

From February 1,2013 through March 31,2013 SUMMARY OF WORK PERFORMED Description Qty. Rate Amount Principal 0 $175.00 $0.00 Architect 0 $105.00 $0.00 Technical 350 $85.00 $29,750.00 Clerical 0 $45.00 $0.00 350 $29,750.00

SUMMARY OF REIMBURSABLES Description Cost Mark-Up Amount Printing (In House) $0.00 0% $0.00 Travel $0.00 0% $0.00 Communication $0.00 0% $0.00 Consultants $0.00 4% $0.00 $0.00 PROJECT STATUS

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% II MP iiIISD IliDD CD LkCA

Thank you for the opportunity to work on your project.

INVOICE 00007 ARCH,TECTS lNC

DETAILS OF WORK PERFORMED (IN CONTRACT SCOPE) Phase Employee Task Date Qt. Rate Amount CD JG design, communications, meet o $175.00 $0.00 CD MM model, coordination, revisions 14 $85.00 $1,190.00 CD XC model, coordination, revisions 11 $85.00 $935.00 CD JA model, coordination, revisions 0 $85.00 $0.00 25 $2,125.00 DETAILS OF WORK PERFORMED (ADDITIONAL SERVICES*) Phase Employee Task Date Qt. Rate Amount CD JG design, communications, meet o $175.00 $0.00 CD MM model, coordination, revisions 117 $85.00 $9,945.00 CD XC model, coordination, revisions 208 $85.00 $17,680.00 CD JA model, coordination, revisions o $85.00 $0.00 325 $27,625.00 *Additional Services Include: New Auxiliary Building New Two Story Housing Finish-Out AV-GAS Fueling Station Ramp Extension Helo Pad Runway Lighting DELIVERABLES A 100 Site Plan A 200 Floor- Cupola Plans A 220 Enlarged Floor Plans A 300 Building Sections A 400 Exterior Elevations A 500 Wall Sections A 600 Interior Wall Section A 601 Interior Wall Sections A 700 Interior Elevations A 701 Interior Elevations A 702 Interior Elevations A 940 Roof Plan Color Study New Scope 3D Views New Scope A 220 Enlarged Floor Plan New Scope A 700 Interior Elevations SD 2 Supplimental Drawings Los Cerritos Hangar - ASI 1 Los Cerritos Hangar - ASI 2 Los Cerritos Hangar - ASI 4 Los Cerritos Hangar - ASI 4.1 Various RFls INVOICE 00007 ARCHiTECTS !NC

PREVIOUS BILLS PAID TO DATE (IN CONTRACT SCOPE) Invoices paid to date Reimbursables Fees paid to date Date Retainer Bill 1 $85,097.00 $97.00 $85,000.00 07.19.2012 Bil12 $8,471.00 $36.00 $8,435.00 09.27.2012 Bill 3 $7,265.00 $30.00 $7,235.00 10.18.2012 Bill 4 $8,506.50 $24.00 $8,482.50 02.14.2013 Bill 5 $4,250.00 $66.00 $4,184.00 02.14.2013 Bill 6 $4,061.00 $66.00 $3,995.00 02.14.2013 Bill 7 $0.00 Bill 8 $0.00 Bill 9 $0.00 Bill 10 $0.00 Bill 11 $0.00 Bill 12 $0.00 Bill 13 $0.00 Bill 14 $0.00 Bill 15 $0.00 Bill 16 $0.00 Bill 17 $0.00 Bill 18 $0.00 Bill 19 $0.00 Bill 20 $0.00 Total $117,650.50 $319.00 $117,331.50 BASIC SERVICE CAP FEE $121,440.00 Return Construction Phase (%10) ($12,144.00) Also Includes Free Services for los Cerittos 'Casa Verde' Hunting lodge See Separate Bill ($18,350.00) PREVIOUS BILLS PAID TO DATE (ADDITIONAL SERVICES*) Invoices paid to date Reimbursables Fees paid to date Date Bill 5 $3,272.50 $3,272.50 02.14.2013 Bill 6 $5,057.50 $5,057.50 02.14.2013 Bill 7 $0.00 Bill 8 $0.00 Bill 9 $0.00 Bill 10 $0.00 Total $8,330.00 $0.00 $8,330.00 *Additional Services Include: New Auxiliary Building New Two Story Housing Finish-Out AV-GAS Fueling Station Ramp Extension Helo Pad Runway Lighting LT~ROD L_4-17-13.pdf From: Tony Weigand <[email protected]> Sent: Tuesday, September 17,2013 9:02 AM To: John Grable <[email protected]> Cc: Garrett Glass <[email protected]> Subject: RE: past due invoices for John Grable Architects Attach: Laundry Facility Invoice 01.pdf; Cerritos Hangar_Invoice_07.pdf; Reception and Laundry Center Invoice 02.pdf

John, Are the three attached invoices the only ones you have outstanding?

Tony From: John Grable [mailto:[email protected]] sent: Monday, September 16, 2013 7:14 PM To: Garrett Glass; Tony Weigand Subject: past due invoices for John Grable Architects Garrett and Tony I trust that you both are well.

I am sending 3 invoices for professional serves rendered.

Please note that there are two invoices for the LEG Laundry and Reception Facility Invoice #1 is for $14,364.50 and dated 8-7-13 for 3 design options Invoice #2 is for $3,471 and dated 9-14-13 for the selected version now under construction Please note Invoice #7 dated 4-17-2013 is for the Uvalde Hangar $17,606.00 and is for additional services for new outbuildings and expanded scope of work as listed

Please note Included in Invoice #7 dated 9-14-13 is for the Uvalde Hangar JGA Returned Construction Phase Fee of ($12,144.00) as outlined in my 4-17-13 letter to Rod Please note For Invoice #1 dated 4/17/2013 for the Los Cerritos Casa Verde Hunting Lodge JGA Provided Pro-Bono Services for Project ($18,350.00) as outlined in my 4-17-13 letter to Rod Please note that the attached letter to Rod dated 4-17-13 reimburses the following fees: • • •~~i!!!!!'1 1. Construction Phase - Los Cerritos Hangar: ($12,144.00) ~DEF~tip)~"T'S

I~"F 2. Design and Complete Construction Documents Casa Verde Hunting Lodge: ($18,350.00) This totals to $30,494.00 I know we have been dealing with personnel changes and I feel I have stepped up to the plate when required for Rod's best interests.

I would like to now the current procedure for timely payment invoicing and who to copy for my invoices.

As a small business there are so many projects to float so that I can dedicate the time required to serve Rod's best interests It is always a pleasure working with Rod's team but I know what to expect so I can formulate my business plan Parnak has requested that we provide submittals to complete a number of projects for Rod and respectfully I would direction from you all on how I must submit to successfully receive payment Thank you for your help in this matter Respectfully John Grable FAIA

JOHN GRABLf JOHN GRABLE fAiA

www.johngrable.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

Laundry Facility Invoice 01.pdf INVOICE 00001 if>. !'l ( H ; r f.' C T SIN C 8/7/2013 Bill To: From: Lewis Energy Group John Grable Architects 10101 Reunion PI #1000 222 Austin Highway, Suite 1 San Antonio, TX 78216 San Antonio, TX 78209 LAUNDRY FACILITY Invoice # 00001 Labor Cost $14,322.50 Client Lewis Energy Group Reimbursables Project Laundry Facility Phase MP/SD

TOTAL FEES Paid to Date: $0.00 TOTAL REIMBURSABLES Paid to Date $0.00 NOTE: Invoice includes work performed and deliverables for three separate design options From July 02, 2013 through July 31, 2013 SUMMARY OF WORK PERFORMED Description Qty. Rate Amount Principal 17 $175.00 $2,975.00 Architect o $105.00 $0.00 Architectural Intern 133.5 $85.00 $11,347.50 Clerical o $45.00 $0.00 150.5 $14,322.50

SUMMARY OF REIMBURSABLES Description Cost Mark-Up Amount Printing (In House) $42.00 0% $42.00 Printing (ARC) $0.00 0% $0.00 Travel (0 mi x 0.565 $/mi) $0.00 0% $0.00 Communication $0.00 20% $0.00 Consultants $0.00 20% $0.00 $42.00 PROJECT STATUS

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% IIIIMP IIIISD IIIIDD CD ~CA

Thank you for the opportunity to work on your project.

Regards, INVOICE 00001 DETAILS OF WORK PERFORMED (DESIGN OPTION 1) Phase Employee Task Date Q1. Rate Amount SOlDO JG Oesign, Communication 16 $175.00 $2,800.00 SO/DO MM Model, Meetings 30 $85.00 $2,550.00 SO/DO XC 0 $85.00 $0.00 SOlDO JA Model 6 $85.00 $510.00 SO/DO KS Model 65 $85.00 $5,525.00 117 $11,385.00 DETAILS OF WORK PERFORMED (DESIGN OPTION 2) Phase Employee Task Date Q1. Rate Amount SOlDO JG Design, Communication 0.5 $175.00 $87.50 SO/DO MM Model, Meetings 6 $85.00 $510.00 SO/DO XC 0 $85.00 $0.00 SO/DO JA Model 1.5 $85.00 $127.50 SO/DO KS Model 9 $85.00 $765.00 17 $1,490.00 DETAILS OF WORK PERFORMED (DESIGN OPTION 3) Phase Employee Task Date Q1. Rate Amount SO/DO JG Design, Communication 0.5 $175.00 $87.50 SO/OD MM Model, Meetings 5 $85.00 $425.00 SO/DO XC 0 $85.00 $0.00 SO/DO JA Model 3 $85.00 $255.00 SO/DO KS Model 8 $85.00 $680.00 16.5 $1,447.50

DELIVERABLES AlOO - Site Plan (Design Option 1) Al01 - Site Plan (Design Option 2) A102 - Site Plan (Design Option 3) A200 - Floor Plan (Design Option 1) A201 - Floor Plan (Design Option 2) A202 - Floor Plan (Design Option 3) A240 - Roof Plan (Design Option 1) A241 - Roof Plan (Design Option 2) A242 - Roof Plan (Design Option 3) A400 - Exterior Elevations (Design Option 1) MOl - Exterior Elevations (Design Option 2) A402 - Exterior Elevations (Design Option 3) A500 - Building Sections (Design Option 1) A501 - Building Sections (Design Option 2) A502 - Building Sections (Design Option 3) - Persepective Views (Design Option 1) - Persepective Views (Design Option 2) - Persepective Views (Design Option 3)

NOTE: Invoice includes work performed and deliverables for three separate design options INVOICE ~~unH~~~~G. ~I1 . BJf~.~ . ~~ 'A R CHI T ( C T S l N C 00001

PREVIOUS BILLS PAID TO DATE Total paid to date Reimbursables Fees paid to date Date Retainer* WAIVED $0.00 Bill 1 $0.00 Bil12 $0.00 Bill 3 $0.00 Bill 4 $0.00 Bill 5 $0.00 Bil16 $0.00 Bil17 $0.00 Bill 8 $0.00 Bil19 $0.00 Bill 10 $0.00 Bill 11 $0.00 Bill 12 $0.00 Bill 13 $0.00 Bill 14 $0.00 Bill 15 $0.00 Bill 16 $0.00 Bill 17 $0.00 Bill 18 $0.00 Bill 19 $0.00 Bill 20 $0.00 Total $0.00 $0.00 $0.00 *Retainer to be Credited to Final Bill Cerritos Hangar_Invoice_07 .pdf INVOICE . . a.OH..N GRA.B..Lf . 00007 4/17/2013 Bill To: From: Tri-Bar Ranch Company Ltd. John Grable Architects 10067 Jones Maltsberger Rd. 222 Austin Highway, Suite 1 San Antonio, TX 78216 San Antonio, TX 78209 PROJECT NAME Invoice # 00007 Labor Cost $29,750.00 Client Tri-Bar Ranch Reimbursables Project Los Cerritos Hangar Phase CDICA Returned rnn<:trll(·tinln

TOTAL FEES billed to date: $117,331.50 TOTAL REIMBURSABLES billed to date: $319.00

From February 1,2013 through March 31,2013 SUMMARY OF WORK PERFORMED Descri ption Qty. Rate Amount Principal 0 $175.00 $0.00 Architect 0 $105.00 $0.00 Technical 350 $85.00 $29,750.00 Clerical 0 $45.00 $0.00 350 $29,750.00

SUMMARY OF REIMBURSABLES Description Cost Mark-Up Amount Printing (In House) $0.00 0% $0.00 Travel $0.00 0% $0.00 Communication $0.00 0% $0.00 Consultants $0.00 4% $0.00 $0.00 PROJECT STATUS

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% IIilMP IIilSD IIIIDD CD

Thank you for the opportunity to work on your project.

Regards, INVOICE 00007 'A R C ii T £ C T ;; N C

DETAILS OF WORK PERFORMED (IN CONTRACT SCOPE) Phase Employee Task Date Qt. Rate Amount CD JG design, communications, meet o $175.00 $0.00 CD MM model, coordination, revisions 14 $85.00 $1,190.00 CD XC model, coordination, revisions 11 $85.00 $935.00 CD JA model, coordination, revisions o $85.00 $0.00 25 $2,125.00 DETAILS OF WORK PERFORMED (ADDITIONAL SERVICES*) Phase Employee Task Date Qt. Rate Amount CD JG design, communications, meet o $175.00 $0.00 CD MM model, coordination, revisions 117 $85.00 $9,945.00 CD XC model, coordination, revisions 208 $85.00 $17,680.00 CD JA model, coordination, revisions o $85.00 $0.00 325 $27,625.00 *Additional Services Include: New Auxiliary Building New Two Story Housing Finish-Out AV-GAS Fueling Station Ramp Extension Helo Pad Runway Lighting DELIVERABLES A 100 Site Plan A 200 Floor- Cupola Plans A 220 Enlarged Floor Plans A 300 Building Sections A 400 Exterior Elevations A 500 Wall Sections A 600 Interior Wall Section A 601 Interior Wall Sections A 700 Interior Elevations A 701 Interior Elevations A 702 Interior Elevations A 940 Roof Plan Color Study New Scope 3D Views New Scope A 220 Enlarged Floor Plan New Scope A 700 Interior Elevations SO 2 Supplimental Drawings Los Cerritos Hangar - ASI 1 Los Cerritos Hangar - ASI 2 Los Cerritos Hangar - ASI 4 Los Cerritos Hangar - ASI 4.1 Various RFls INVOICE .UDHN ARCHiTECTS B1I . . ,NC 00007

PREVIOUS BILLS PAID TO DATE (IN CONTRACT SCOPE) Invoices paid to date Reimbursables Fees paid to date Date Retainer Bill 1 $85,097.00 $97.00 $85,000.00 07.19.2012 Bill 2 $8,471.00 $36.00 $8,435.00 09.27.2012 Bil13 $7,265.00 $30.00 $7,235.00 10.18.2012 Bil14 $8,506.50 $24.00 $8,482.50 02.14.2013 Bil15 $4,250.00 $66.00 $4,184.00 02.14.2013 Bil16 $4,061.00 $66.00 $3,995.00 02.14.2013 Bill 7 $0.00 Bill 8 $0.00 Bill 9 $0.00 Bill 10 $0.00 Bill 11 $0.00 Bill 12 $0.00 Bill 13 $0.00 Bill 14 $0.00 Bill 15 $0.00 Bill 16 $0.00 Bill 17 $0.00 Bill 18 $0.00 Bill 19 $0.00 Bill 20 $0.00 Total $117,650.50 $319.00 $117,331.50 BASIC SERVICE CAP FEE $121,440.00 Return Construction Phase (%10) ($12,144.00) Also Includes Free Services for Los Cerittos 'Casa Verde' Hunting lodge See Separate Bill ($18,350.00) PREVIOUS BILLS PAID TO DATE (ADDITIONAL SERVICES*) Invoices paid to date Reimbursables Fees paid to date Date Bill 5 $3,272.50 $3,272.50 02.14.2013 Bil16 $5,057.50 $5,057.50 02.14.2013 Bil17 $0.00 Bil18 $0.00 Bill 9 $0.00 Bill 10 $0.00 Total $8,330.00 $0.00 $8,330.00 *Additional Services Include: New Auxiliary Building New Two Story Housing Finish-Out AV-GAS Fueling Station Ramp Extension Helo Pad Runway Lighting Reception and Laundry Center Invoice 02.pdf INVOICE . . . . u.nH.~ GRAB..L[ . 'ARCH1TECTS tNC 00002 9/14/2013 Bill To: From: Lewis Energy Group John Grable Architects 10101 Reunion PI #1000 222 Austin Highway, Suite 1 San Antonio, TX 78216 San Antonio, TX 78209 RECEPTION and LAUNDRY CENTER Invoice # 00002 Labor Cost $3,435.00 Client Lewis Energy Group Reimbursables Project Reception and Laundry Center Phase MP/SD

TOTAL FEES Paid to Date: $14,322.50 TOTAL REIMBURSABLES Paid to Date $42.00 NOTE: Invoice includes work performed and deliverables for three separate design options From August 01,2013 through August 31,2013 SUMMARY OF WORK PERFORMED Description Qty. Rate Amount Principal 7 $175.00 $1,225.00 Architect 0 $105.00 $0.00 Architectural Intern 26 $85.00 $2,210.00 Clerical 0 $45.00 $0.00 33 $3,435.00

SUMMARY OF REIMBURSABLES Description Cost Mark-Up Amount Printing (In House) $36.00 0% $36.00 Printing (ARC) $0.00 0% $0.00 Travel (0 mi x 0.565 $/mi) $0.00 0% $0.00 Communication $0.00 20% $0.00 Consultants $0.00 20% $0.00 $36.00 PROJECT STATUS

0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% INVOICE tA R CHi TEe T $- ! N C 00002 DETAILS OF WORK PERFORMED (DESIGN OPTION 1) Phase Employee Task Date Qt. Rate Amount SD/DD JG Design, Communication 7 $175.00 $1,225.00 SO/DO MM Model, Meetings 6 $85.00 $510.00 SD/DD JA Model o $85.00 $0.00 SD/DD KS Model 20 $85.00 $1,700.00 33 $3,435.00

DELIVERABLES Parametric Model A100 - Site Plan A200 - Floor Plan A240 - Roof Plan A260 - DoorlWindow Schedule A261 - Room Finish Schedule A400 - Exterior Elevations A500 - Building Sections A700 - Interior Elevations A701 - Interior Elevations 3D1 - Perspective Views INVOICE ~~~U~OHbL~GR.AB~L.E~ 1" R C H ! TEe T S INC 00002

PREVIOUS BILLS PAID TO DATE Total paid to date Reimbursables Fees paid to date Date Retainer* WAIVED $0.00 Billl $14,364.50 $42.00 $14,322.50 Bill 2 $0.00 Bill 3 $0.00 Bill 4 $0.00 Bil15 $0.00 Bill 6 $0.00 Bill 7 $0.00 Bil18 $0.00 Bill 9 $0.00 Bill 10 $0.00 Bill 11 $0.00 Bill 12 $0.00 Bill 13 $0.00 Bill 14 $0.00 Bill 15 $0.00 Bill 16 $0.00 Bill 17 $0.00 Bill 18 $0.00 Bill 19 $0.00 Bill 20 $0.00 Total $14,364.50 $42.00 $14,322.50 *Retainer to be Credited to Final Bill From: Matthew Martinez </0=mex02/ou=Exchange Administrative Group (FYDIBOHF23SPDLT)/cn=Recipients/cn=mmartinez.johngrable.com_aa5dd8392> Sent: Tuesday, April 2, 2013 2:08 PM To: 'Daniel Boddie' <[email protected]> Subject: FW: Column plumb-Los Cerritos

.lthis suffice?

From: Victor M. De Anda Jr [mailto:[email protected]] Sent: Tuesday, April 02, 2013 2:03 PM To: Matthew Martinez Subject: Re: Column plumb-Los Cerritos LOOKS VERY GOOD, ruST ADD THE PRIMER THANKS

Victor M. De Anda Jr., P.E.

Synergy StmcturaJ Engineering, Inc. 6909 Springfield Ave. Suite 105 Laredo, TX. 78041 0: 956-753-5860 M: 956-237-7908

From: Matthew Martinez <[email protected]> Victor M. De Anda Jr <[email protected]> Tue, April 2, 2013 1:51:21 PM FW: Column plumb-Los Cerritos Victor, Daniel's asking for written blessing, these (email below) are some adjustments you verbally blessed to help square the building up, let us know what you think, thanks -Matt

JOHNORAJLf From: Daniel Boddie [mailto:[email protected]] Sent: Tuesday, April 02, 2013 12:28 PM To: Matthew Martinez Subject: Column plumb-Los Cerritos Matt, Can you have Victor bless this for us? He gave us a verbal when he was onsite on how to do it, just need a written confirmation, please.

We cut a slot in the base plate of the column, moved it and welded a plate to stabilize the base plate.

Daniel Boddie I Partner BoDen, LLC 1210.885.9537 Celli 11550 LH. 10 West, Suite 395A San Antonio, TX 78230 From: Matthew Martinez <[email protected]> Sent: Monday, May 13,2013 7:53 PM To: Daniel Boddie <[email protected]> Subject: Re: paint selections

Hey daniel, how are you procuring the marerial for the gutter, is that comming from shulte? The reason im asking is that the previous gc told us we could specify a shape, and they could break it to that shape, if the new erector is taking care of it how do we go about specifying the dims/shape? Let me know what you think, talk to you tomorrow ..

Sent from Samsung tablet

-------- Original message -------- From: Daniel Boddie <[email protected]> Date: 0511312013 2:47 PM (GMT-06:00) To: Matthew Martinez <[email protected]> Subject: Re: paint selections

Do you have samples of the angelum and tri motor paneling?

From: Matthew Martinez <[email protected]> Date: Friday, May 10, 2013 11:26 AM To: Daniel Boddie <[email protected]> Subject: RE: paint selections Can we pick a spot in the hangar, like the southwest corner, where we have all the materials coming together, main steel, secondary steel, angelim, corrugated,and gyp in the media .. and get whatever we can mocked up, so we see everything working together ... that's john and mine's first thought for a mock up location ...

Victor M. De Anda Jr <[email protected]>&' January 17, 2013 3:11 PM ········To: Kyle Kieke <[email protected]> Cc: John Grable <lO=MEX02/0U=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=Jgrable.johngrable.com_55280b3ab> Re: Gap between CMU and spandrel beam . ._.__._. .._.__.....•_..__.. .. . ._ _.. 1 Af.achment. 292 KB

Kyle, See attached alternate anchorage detail thanks

WE JUST MOVED TO OUR NEW OFFICE!!!!!!!!

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. 6909 Springfield Ave. Suite 105 Laredo, TJe. 78041 956-753-5860 956-237-7908

From: Kyle Kieke <[email protected] > To: Victor M. De Anda Jr <[email protected] > sent: Thu, January 17, 2013 10:57:22 AM Subject: Gap between eMU and spandrel beam Victor, John Grable had us extend the slab out 4" for the lugs on the sides of the hanger. We didn't take this into accountf~' the PEMB so now we have a 4-5" gap between the two at 20' AFF. I need a design for some type of clip to fill this gap and attach our anchor bolts to. I need yo be able to shim this as well as needed. ri!RGYSTRUClUlMLFNGll:v'EFRING;/NC. Project No.: IZ- - Cl2 a01, V1CTORtA!iT. S\,IITE,':C:'LAR!?'<>. TX. ~ Date". f:>. lJ'.., 1'1 {$5617S3-sllEO (fax) T53-6210 '1-_ Z .- :rBPEFlri~=~~;O.'F'1"" Design By; AA: Project,Name: <. , ••• ". • ,:>.~ '.: " ., ..

.: .., .' ~ .

"1, -rq/".H ':r!IrJ'G ,•,·t;:..~?r'!;.'f.< {fir. )<1, ~,(p "~\ .~~~:;~.~. 'f;o"~~~4\~ ·qH:,k.1i-1~V4.¥·t\ tbt1~ '.' ,w~ Dt!·~W~\«:i., ,,,,~,.v,"!>~~.: ..., ,'.' ' '~,,·:·:t;.ili~~~ .

From: Matthew Martinez <[email protected]> Sent: Thursday, July 26,20125:58 PM To: Jack Green <[email protected]> Cc: John Grable <[email protected]>; Thomas Pittman <[email protected]> Subject: FW:Re: Attach: approved as noted metal building 2012_07_26.pdf

JACK, PLEASE FIND NOTED AND APPROVED SHOP DRAWINGS FROM VICTOR, WE ARE VERIFYING THE DIMENSIONS ON OUR COPY AS VICTOR ASKS ON THE FIRST PAGE, THANKS -MATI

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: IMNW.JOHNGRABLE.COM

From: Victor M. De Anda Jr. [mailto:[email protected]] sent: Thursday, July 26, 2012 4:50 PM To: Matthew Martinez Subject: Re: Matt, Attached please find the metal building shop drawings, please review the dims thanks

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. Victoria St. Suite "C" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908

._-------~-~------_. ---_._---_._._-----------_.- From: Matthew Martinez <[email protected]> ~ DEFENDANT'S To: Victor M. De Anda Jr. <[email protected]> ! :i

; EXHIBIT 1/9 SI6S Cc: John Grable <[email protected]>; Jack Green <[email protected]> sent: Tue, July 24, 2012 3:56:22 PM Subject: FW: VICTOR, PLEASE FIND ATTACHED SUMBITTALS AND JACK COMMENT BELOW, THE CRITICAL ITEM THIS WEEK TO REMAIN ON SCHEDULE IS THE ANCHOR BOLT PATTERN FOR THE RIGID FRAME COLUMNS, THANKS -MATT

MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: [email protected] P: 210-820-3332 EX. 35 W: VVWW.JOHNGRABLE.COM

From: Jack Green [mailto:[email protected]] Sent: Tuesday, July 24,20123:50 PM To: John Grable; Matthew Martinez Cc: Thomas Pittman Subject: Please find the attached. As we discussed the changes we made last week are not incorporated on this set. Can you forward to Victor also.

Thanks, Jack R Green LEED Green Associate Project ManagerlBusiness Development SBS Construction and Development Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax approved as noted metal bUilding 2012_07_26.pdf __.._ _._" .."._._..c...__· .__ ._._~~~~_cc_~_~.

- - - - - - -..- - - - -..- - . - - - - - - - -..- - - - - - - - - - - - - - . , - - " " " '........."""'---..;r;-;=;:;----, DR.AWING INDEX ISSUE PAO£ OESCRIF'WN A Cl (I" 2 COVER'f'AGt SCHULTE BUILDING SYSTEMS A C2 '" 2 NO~l'~

SBS 17600 8ADTKE ROAD HOCKLEY, TEXAS 77447 281-304-6111 office 281-304~6113 fax -.

A A nOf~ r2C1'-4 rJ(t'-,.

ANCHOR' ROO:PlAN/B~ Pl.ATE ,on SUOINC-DOOR: A.8. ~OO:ROO-lltACTlcm PlAN/srcnc:.ws • f.1: OF4 ANCttOR RODR£ACllONS

•• £lor E2 1$" ROCF fRAMING' PlAN somT.PlAN A £3 tf mAliEmoss-;srCllON I BUILDING DESCRIPTION A (<fa:: fRAr.lECROSS':'S£C1lON SUiLOINGSIZE: (SLOG.A) 9S'-6 X 122',6 X 32'-0 E.H. SLOPE: ~ •• ESOf "Of 0(1'--- f'R,,1.£ COOSS""SEClION mAt,I[- ClWSS:..SECTlQN 8VlLOING SIZE: (BLDG. 8) 9'-0 X 13' 6 X 29' 9 E.M. SLOPE: J,q~ ..eA~£l-IRIhLAlitLf.1lAMIlt!LltI.EQRMAI1Q.lj A m,,~ mOSS"SEclION ••• "'" ROOF' PANELS J.BJ1d "Of SI:lEWALl,ElEVATlON BUILDING SIZE: (BLDG. C) 7'-10 X 80'c-ax 6'-2 E.M. SLOPE: 2.0:12 SVILDING SIZE: SLOPE: ~_g;--cM~~:Gf.iM::-¢glbR: Med'BrODulK'P'or) ~t~i ggJ:~ U:;~ ~l$: g~Oi srofWALL:ELEVATlON tlOOF SIO£W,fJ.l El.E.VAlION GUTTER -STANOARD: cocoa:: Ntfd Std CRier •• £12-tf: (BUILOING DIMENSIONS ARE NOMINAL, REfER TO PLANS) IF STANOING SEAI.l: CUP TYPE: ffiGH FtOAmq Glirrm MIOH CAPACIlY: COLOR::,Nud '.ltd Color tn-Of EHOWAlL-£LEVATlOH OOYmSPOUT: COlOR: NAAd S\d .Color EHDWAllEL£VA1lON 'This ill 10. certify thol· this, structure ia' deslqned:utUlling the 100ds indicated 'ond applied Os (eq.ilred by:the bulldir.9 code ihownbltlow. The certification IIl'lIn'!lte:d ,to, the:. s.tructutOI de;1qn oHhefromlng Ond coliOrlng portll manufactured bythebuUdlngmonorac.turer 0llClIs $pie(:lOed in ,the eontro,e:t. Acces$Ol'Y Ilems sue,h 0$ 'cjc')~ wkidOW,IOU'(e':S. WALL PANELS VAlLEY GUTTER: HEAOER: SILL; COLOR: COlOR:' NU;d Std· ggJ:8l::'~ COlOI'" •• rHo;: £1JCf CHDWAllSECTlOOS EHOWAll'SEClIOOS

••• JAMB: t1S Of INwnoo rRAW[ nEV. etA.. PLAN treltlslueenl panels, ond venl~atorsore not included. Alto.:excluded ore ..otherportllof the:,proje-c.l:nol pro\'ided by the T'l'P£:,.eLYL- 'GAU.GE:~.COLOR: Need SId Color ;g~;'··11:t~ttm: aAS('TRl),{: and btl~dln9 tnQJ"lufocturerl!l\lch o. f~ndolioll'. moaOf'lrY'l¥a1Ia., frI~dwnical. equip,ment erection orlh" bU~ldin9.. The CORNER:: E180f HEADER G\lIDt on.... _-:-- building flhO\lld be eretled 'on o:.properry de&lgntld foundation·ifI occordonetlwith' the: buRding. monufocturels de.ign LINER PANt'S LlN£R:. COLOR: 07 Of' SlIDING ()(JOO:DE'TAlr. manual, theattoched ttr:c.ln9lQncl900d erection proct/ees.

D&8Iqn Code. _ Ztih:=== GAUGE. COLO"' _ SOFflT: FASCIA· SIll.: COlOR: pMiV' Mllte COlOR; • E190f Elser SUDING ooar DflAA.

• W~Qi CAP TRllk COlOR: SUOIHC DOeR SOfFT1' F'LAN/Drr Genera loads Rotl! Oood Loiid (D) .. 'z.~_:,_psf fASCIA PANE~ _6 p$1 ROcf COIIolerlll. Load, (e) Roof Uve load· (LJ) TributarY,L1ve Load RliiducUim ZQJ!9":,,,_plf '[,'----- TYPE: _ _ GAUGE:_. COlOR: ;.....:....

SOffiT PANELS .fIlI.MAR'LE:BAIml {~1J~~&~~s&l~~~M- fRAMES} •• Dr a' Of ST~DARO SINlOARO OWJ!. on",- np£: ~ OA1JGE';~ ·ColOR: PaiDI'" White • OJ'" ST~DARD:OCTAIl Sno~f,Lood ~:;~o~~Os:al:a~'~9rn PARTITION PANELS S[CONDARY fRAMING Red...OxIde • D<Of STANDARD ocrAll Snoll'EJq)9SUre .Foctor(Ce) TYPE: COLOR ~~;,{~:t~~~~.:U~J~~:ETC} Snowlood tmporto.nce factor (Ii) .Thflrmol F"o<:tor(Ct) Wmd load Bosie WJi\d Speeo(J sec. oust) ""II\d linporcnce Foetor (1'11') WInd fxposure· Category InterMr PreastiteCgefficlent (GCpI) WInd Enclosure Sltltmle!..OOd Scilsmlc ImPortor\ce J:oclorOe) Spec::ttal R:IllpOn.e.' .Accelerotions ·(S. 'ond.. Sl) Site Cfolltl Spectral Responsl eo.ffce:lemt.· (Sds'on.d· Sell) SeiJmlc ~llign Cotegory Bosic,.·Seitmic.-F'Ol"(:e-Re#iltinq System(s) , 10tol Design· 80'15· Shear (V) SelsmieRe!lpMse.Collfficie:n,t{!Ii) (Cs) ~~f;::ep~:;:~IQEq~f;~)l~~rafFor~e • ordinary Steel Conceritrlcolly.BrClc:edFrcime(s)orKi/or Ordi(lory Sleel"Uomentfrome(s)

~\ ~.-\-o #t'f'i Ol"'-\.~.

I~R-EGlS-- ..-TR-A-r-lO-N- ••-. -F--12-SS-2-1

"I 0"''1£ - DlllCflll"TlOlt Fat f'f.1l14llt N'PRQV,t,l 8'l' flO F''''''l:JIll=--~-~---------- ---I~-=-;:===============-=-=·:::··-:::·-:::-:::- I, Th. -"Ihf.i.~.'" tb... dmotr.ll"' ~ih« ~'Of lI...m¢l... f« lhio'tNld'''1I .........'.K:lu... . :.::.-=.-:::--:::.--==..: :-.: :-: :-.-==.: :.-.: -: :::-.:::--------'~"r====================-==.===::::""-----'-'- _gn..,ol,._d, I, nOl-"lPon""",-l«_-lIITllt'ao_Orr!h.Io"'Iir~.~_M n:u..o..,":11Cri P.,.kingUit:12:l45 STJlAIGHT Bill OF lAOII.;I)··S!IORl fORM -OltIOINAl. liOT NEOOTIAIHE lilt InlJl«'tklrlof «ac:la;l: wmponer,t. LQ(ISMI1MllllllTMl.

I UIlItJl;R 'I'IUQf,U\tIlW.

N\~ b _lot to Pf~ ==;;;iiii:'---"L-_-=,JD~-~~:~lti~Hl;!onkllQ~ odequgtll t10blllydurlng ....,;tk:n.: B,omo- . \o,~. ,.t4,mY:<»t}h~'~I.ed'I"'cWr' c-'Hf-'>flllIlClt, We Ship To: LUIS MARTINEZ 1tal' 5<l87F.lJI744 t. Willi <.M·U,*, potItll Mt an intllQld'pa1.:ol1M_'lI~~lurill .,-t~l)fIOUthottnM:l '....-.otol.:ol ~.,. PAV:o-NDE. TX, 11576 ~i)hlJ;iolik pruhll>llCd ----- ----- . ' : ' " , ' &.O.tlr~( S. ·OJ-.an'lng",Q pw:l3l..-d ...m--.-w...-.nlloll;hlgcu;.m.I<4may ..liit, lhlHQ'Idltron dou m>t Cffadth"fir\hih-O( .ltud.... a1 ~I<tfrlt)' ot U,..-pcMl.-l101d 1,11,...1_ not'<l,c........ Jot rtJeel1oil,; Truck 10: EXPRE$S 1;r«l"lD~lU: Ill) ~J~~'~~:~~~"? ...."">:',I",t'>, ;~!por~;;n.-<n",:W!Wl'~ n;' ~:=e~=~~:n=tOftd~hQ. 'l"~ 1~ _ •• _;;~ ......; ;..

Tb"fd1","" GOnditlQn, 'aPPI)',~ tM _t'lh<lt1hullo:':~or. ISMd .<:ip"i'ImlI: d~ A): Uiaknp..IlUYllihoI.'"",ch<>n9M lo-th.... dr~., "'JIl.",-"'.. tcTlC" If'" :lo.I g, ~~·~::.~O\~~.. d_ly'·hdloote.i Il,<\.lWll!1t:"'" ~I"-""'.

· l) 81- ~bI. «Id unamb~ .1l~"""\l""'Y'::r.'. F,~Fll."~'J 8}Dote4~t""""'__ ~i'''''_fIlI __ all:~ .. """""J#.l."",,-UUIII~"C;:" *~ 2o.d"GnlIf<x_M.,,~:1/I'rJ9'It:tl)-""twbmlt "OWIng.wlUl«tel\JMar.,~-dlClll9"f:"'lfktd_to ~l>WlU.i""ltJI.~<;.., r_..... lMnrJlO:r.l~·~ II:' n' .. ~ ~

" ~~ -~ ~)~~,:J:.7:.m~~~~~~~.tht_.monq,oo;t_,~ ~il)'~t"l'"led ·.. .... 'lft~ltlllt.......,...._11/l' '" .." ,Ut. lrt:Vl:'l¥r"-l.'. :P;>.OP.,"{Il~"'>;t;.. ~':l ~~ <'O/'Ib'cld , ,." ',' ','

· .- fequfltnMt",otId furtt- e.,rurtlluta~lll\ot,1II. bulkllng,_ «o.n. DI dnNrl .lttI.rndbiif'i l~.'''' ~1l'Jt.·1t,. MI\~t~~' .........;; ~: ,ff.'ll' cnon<18.~t.th.taldo1,lho·1fIOIorIclttob'IUPPUedlJ)'_fal::lI.ir:w.

Of. ",... !'O>'!{.~..tc""'tt'': ,., '" In.<\! ,urs m~

_.. r.) Att~.no1td.(n I"', ~nol," r:m~ WIth ll1e \_QIld.. ~~.......t.ot iN . ..,t1y 1[lT... '.,~'lij,.I"""""',ft!, .. w.lS;( M '" " 1J't lr.f.H~I(I·l"''''~''''''':>'!Ilr; '1.1' ,.. ~"

.. '-1 '" . lUf'l u.~ . n ~"' *~ " '. r• .;t'~~:':lJIn'U~ ••E ~""_'-" p ..... U1l~1!T ITOl<EiJlolI' n"O::0.0.r.l)~.vi·!"N.~ ...I'.",r.rll·N>l'.·"" ",,>ffClllSUlu..;Ua\l" .. _--. .... . "'_ ""' .. ..-... ...... ~ ~"""' _~~ ~,_ -.......-_..._-- _"..--......... ~, ~- - ""'m~- C127443 00\_- ABC COiSTRUCTlON ~tiij ,r'" ,I

<ntm~- """"""-12345 PA12E9697B4 Cll5lomtf_ ABC COHStl\t!CnOI>l PARTtW.lt:. D£OOl!FT!(lII' 1IIIImm!l~B~lIl11l BVI",DING·5 WlCtil Qrr· OrlmD- C126431 ... 12345 """"- ".~.- ABC CONSTRUCTION RF1·1 L.t:FTElIf1Mll. W(l,\'",I'GRSIDalALll',Io.m:L H' 9-112';;: lfJ:1 f/la.w.t:!&:nA..'P£JlrStDfli~tPMfl 13' 9,1/2- 2 l[fTmW.ll.26.B,•. PiP.S10Cf(J.U.. PJJlt~ '~2' 1i-.l12· 2

....,...- 12345 1IIIIIIIIiiWillmllllilimli • Cl;ls-431.

1I11111111lilifiml l l l l l l li ."t.11::/;OU3•

For field Issues. coh1oct· Customer Service Deporlmenfat281-3:04-6,111 BUNDLE LABEL EXAMPLES bAlL 20 '1. - 0£SCRlI"1O{ fl)tPf.RWlT--.t.·APPROYN.. "RD PIECE LABEL EX~~ Dia·-'

.!:71>+r---------~ ~_"'''''''-:!.·rolo·(J"·~OO'IJW'

1---==='---'----ffi::;,,fi'---qt;¥:1:::,,.,_ . ~"?'''I.i!-:~------j .~ dll~jd fii '-:-::=j= - [ !... ffi {~ !·· •. -"~ ::: "'j."".c.: . ..~- -" ~"t::_"·· 7lf ----.:: : .: : '. " 3~· ~'.

," I I LUIlEOfM.F.'tw.W{ 00f90E nANG( . ~ I L·" I I zz.}': SECTION "Au ocr,,- """' I I -'go ,. ","'. ] d • Qi r'f---o~~'\¥'" ~o ~.~g ,,!, .' .L. nf\) ·~I!~. ... '.li.\.\. .. I~ OC1Al """' ~; 4-i:'

ocr"

~ b _:.::::.:.-=-= ± :. _ ~"'i?:::'::::.i== =---'" _ ".=-±.. ---2 .:. _ - NOTE II! • , CUSTOMER PlEASE \!R1FY ALL DiMENSIONS ON RETURN M>PROVAL ORAYolNGS A (l'tP·U,JiJ ANCHOR ROD PROJECTION

ANCHOR ,RODS (BY· OTHERS)

ANCHOR ROD PLAN NOll:AIIB4M Plot• • 1&_0' (IHSH flOOfl) 1)'-1\"

19'-3" ! ,'. ,,- ~~ I

' ..... ......... ' ~---3 ..... .. m," ,.,...m" .. m~.. "' "' • ~ _ ~ . . ~ ..". ".. iii .~ .. "-~. -~. ~ ...... m:O... ... ~.......Q.... - " .• -".. __al-llll: . ", 1!I··"·m II IIII II II II II .11 II - ..- .• -..,F ',", ..... ·D.·.·....· . ,,,........ Of"'· • .. · -"·'1''''''':'1 : - +- . ..J!=" .. . .!:'±. • ~-=t:.::j:!::l

'A'~ ,'. _ _22!.:1'-.... -4~l>t4:..· &:"l::·-1!!'' ':JCl£ml",U<J'D<!:\l!J'' 't!!L -"';11- 21.: " • -... '_____ ~ --12'-'»: - - - - - - - fl_'. . ---',,..2'' '-.'' 'C"'fC"""'Cl'' ' COJMI'' =I'' JoIJI'' ' - _ J--' .-. -.. {} 12$'-10' (2NO, PciJB) --~-=-_----- __ --¥=I;,..'+' I<- ._ _._ _.._ _.. _.n .• __ .•• _._ ••n ,"!L. .1,2Il'!!!.:j-.lj.!l2jIO'""'ll!iQ""!l. - - - - - _- - -J

SLIDiNG DOOR ANCHOR SOLT PLAN NOn: Ii!

ROTAlt PUIN 90' T.O ORIENT ~ . WITH SHEET Fl 1'-3"

SECllON 'A" SECTION"S' SEC1l0N 'c'

NOlE !!!

CUSTOI4ER PLfASE VERifY All OI~ENSlONS """"" OCR new,- 100-0' ON RfllJRN APPROVAl DRAIllNGS II ERECnON NOTES: 1. MN((.flRSf:POUR -- y,tlRK lHlSSEC110N ""1M IolAINBOlTSEmNG; stTLEV£UNC ANClESON lj'2".AHCHOR BOLlS wnw DOUBlE' NUTS; 3. SCT RAIlS ,AND AUGU:RAll,UUST' BE'lRUE. -S"!RAlQiT·'MlO' LEVEL 4; ERteT ONE DOOR ON LONGEST R~L, RUN. ADJUST "5 REQ'D j='OR FREt RlJNmtm DOOR Si'S'JtM..- !L MAKE SECOND POUR.

SrC1l0N "X-X" .~-~--_._- RIGID FRAME: BASIC COlUMN REAC~ONS (k ) NOTES FOR REACTIONS __\llnd_L1_-- ~t - t - - - - - - - - - - - - - - - - - - - - - - - - = t t - - C P l U @M N UNE frame !Joe Column line --....:.Dead---- Haril Vert ,,-CoIloterol;- Heri: Veti ······-··,Uve'·-~·-·~·.., tio:-i2 Vt!d _.- --5ooiir"..".._- Horll Vert: Horiz Ved 5. B 2.9 7.7 6.2 '2'> 9.0 2O.B 2.1 '0.2 _14.7 cJJ.3 96.5 ~'C ~2:9 7.7 --fi.2 125 "'·9,0 20.8 ...2;1 10.2 -0.5 -2~.6 " 123.0 .. 32.0/32.0 Frame Cdumn ...- WindJ.2---- --Wind_R2.,..-- ---lnW'mdl-- ---LriWiod2;"- --Sei.o;mic.J,- --:Seismic-R- line line Hariz Vert Honz Vert Hafiz Vert Horii Vert Horiz Vert Hom Vert ~. 2'0/.5 2.0 5. B -1.12 --204~O 2.0 -H.3 -6.1 -35.2 -4.5 C25.9 -Q.6 -0.4 0.6 0.4.- - 6.0 5* C ,,-2.0 -14,-$ 13.2 _24.0 6" c35.2 ~,5 c25.9 ";'0.6 0:4 (16 -OA = 20.0 Froi'ne Column -':"..,lllSeis-~··'" -L\\lNOU2E- -lWiNOU'2E" -L\llNO:l.L2E- _L"N02.Jl2E- -:nUNB;.,.SlJ.- = 12.0 =' 3.5 Line tne Herlz Ved Hora. Vt!rt Horil Vert Horil Vert Hom VerI Hedz Vert = 90.0 5- B 0.0 c4.1 -0.' -3.3 -0.6 -O.B ....0.1 ~J.3 cO.B cO.6 3.0 5.9 • IBC ~ 5. 0.0 _4J O.B -0.6 0.1 -3.3 0.6 _0.6 0.1 ..,.3.3 -3.0 3.B C = C • C Frome COlumn ~F1UNB-Sl-R- !mporlollC1! Wind ""·'1.00 Line line Horiz Vert Import once .·SeismiC ='1.00· 5- B 3.0 3.8 Seismic De.sign Colegoi)' =',A 5. C -3.0 5.9 From. Column ----Oead---'- ..,.CoIloterol- .._--UYe;..·..._·· - ....-,..;.Snow---- --Wind_L1--" --WmLR'I--- 10 Description Une Line Iloriz VerI Horiz Vert Horiz V.rt Hor!.t Vert Ho..iz Vert Horii vert 2 B 4.3 10.1 2.3 5.3 4.5 to.4 to 5.2. -6.6 -'6.2 -0.5 -12.5 DLtCL+U --_.~-~~~ .. _---------------_. 2 C -4.3 10.0 -2.3 5.3 _4.5 lOA "'1.0 5.2 ~.5 -12.5 6.6 -16.2 O.600L+-'M.1 O.6ODI.:t'ftR1 Frome Column - ... Wind.n-"..~ ..,...,.Wind...R2;",:":,,," -..,.;..L.tiW'lf'Id1-- -':"-LnWind2;"- ,,;,,;"Seismiu- -:-.Sei!lmic;.,.R- ~.60Dl"'LnWndl:+lVdND1.J.:2E RIGID FRAME: MAXIMUM REAC~ONs. ANCHOR BOLTS, k BASE PLAltS lin. U"" Horlz --5.B Vert ':'11.5 H"II Vert ''';;7/J Horlz cJ.O Vert HOfI2 _2.2 Vert Hor1: Veft cO.2 Horiz V.rt 0.6OOL+ L\llNOLR2E 2 B 0.3 ..,.11.2 -6.6 ~O~3 0.3 0.2 ....-.... -.-.-.. COliJmnR~ctlOllS (k ) -, 2 C cO.3 -7.9 5:8 -11.5 J.O -11.2 2;2 -6.B -0.3 0.2 0.3 ·-0.2 O.6OOl+ frm cor 0.6001.' load Hme»" .' V Load Hmn V 1I'~~J'1:91~n\) Thiel< G(~)I -L~N02J.2E" -L\llN02..Jl2E- -f2UNB_51..J'- -f2UNB-5l...Jl- DL,*Cl-to. 75VrR2~'O.75WS line lhe DH VmoxlOH Vmin -_._------ Frome: line C(l/urnn hifit -L\\lNDU2E- Horli -0.1 Vert -L7 -L\\lNOU'2E- Hotii -0.4 Vert: -0,3 Hom -0.1 Vci'l -1.7 Horiz -0.4 Vert -(U Horiz 1.5 Vert 2.9 Horiz 1.5 Vert 1.9 9.B ·23.4 -9.9 "20.1 4 1.000 8.000 19.00 0.6250.0 2 C 0.4 -0,3 P:l -1.1 0,4 -0.3 0.1 -1.7 "1.5 1.9 -1.5 2.9 9.8-'20.1 -9,8 23:4- 4 1.000 6:000 '19"00 0.625 0:0 ----Oe<>d---- ":CoIlaterQl- _... ,,;,,'-1I~--"'- ---';";'SnOW-'--- --W<Ild.J.1;"''-'- -'-Wind...Rl--- -9.B 23.4 9.B -20.1 (nmill LiM ~~ Hariz lied Horiz vert HOi!z Vert Horb: Vert HOiiz Vert Horiz Vert

~~><:i~ I B 4J 9.7 1.6 3.5 3.' 6.9 0.7 3.4 -6.7 -13.7 -0.9 -9.9 1 C -4.1 9.6 _t6 3.5 _3.1 6.9 _0.7 3A 0.9 c9.9 6.7 -'3.7 RIGID FRAME: UAl<IMUMREAC110NS, ANCHGR BOLTS, kBASf: PLAtES Frome --Win<l.J'2--- --Wind..Jl2--- --;"'LnWfidl-- -..,.-Ln'Mnd2..,.- ..,.-SefsmlcJ.- --Seismic...R- ColUmt1 Line: L;,e Hora Vert Horiz vert floriz Ve-rt Horiz VO'l HO(h: Vert Horiz Vert frm COl .. V 1 B -'6;1 -10,6 _OA -6.B _2.1 -7.5 -1.5 ,..4.4 _1.0 -0.6 1.0 0.6 PM U'le Vmio I C 0,4 -6;8 6" -10.6 2.1 "7.5 1.5 -4A -1.0 0.6 to -M Frome Column -L\\lNO' L2E- -LI\!NOI..Jl2E- -L\llN02.J'2E- -L\llN02..Jl2E- -fJUNB_51..J'- _r3lJt1B~5l...Jl- 5' IB.1 41.0 -'3.0 -28.7. 4 1.000 10.00 19.00 0.625 0.0 line Un. Horiz - Verl Hoi'ii vert Horll Veri Herlz Vert Horiz Vert Horiz: Vert lB..l 41.0 -4.5 cJJ,9 1 B 0.0 -1.1 -0.3 -0.2 0.0 -0.3 -0.2 1.0 2.0 to l.J "1.1 5. 13.0 -28.7 '-1al 41.0 4 1.000 10.00 19.00 0.625 0.0 1 C 0.3 -0.2 0.0 -1.1 O.J -0.2 0.0 -1.1 -1.0 1.3 "1.0 2:0 -18,1 4tO 4.5 -33.9 Frome Column --.:.,-Oeod...--- -Collateral"'; --...;=-Liw---- _"'..,.,,;..$now,..-'-'- =-,,:,,""nd_L1--- --WlndJl--- . -M.!,.. '-M.!..

5. fr(lmelines: 5: l 3 line Un. Horlz. Vert Horlz: Vert Horiz Vert Horiz Vert Horlz Vert Horiz Vert 6 B 1.9 5.2 V 6.' 5:3 12.1 1.2 5.9 -11.0 -23.2 -IA -16.9 6 C -1.9 5.2 -'2.7 6.1 -5.3 12.1 -1.2 5.9 1.4 -16.9 11.0 -23.2 117.6 K 1'17.61( RIGID FRAME: MAXIMUM REAC~ONS. ANCHOO BOl'lS. k BASE PLAltS Frcme COlumn ...,-'NindJ.2--- ...-Wiiid...R2-,,:,,- ·--";'LtlW"rndl-- ··--lnWii'ld2--,.. ....-Seismlc...L- --Se:lsmic...R-: . - - -..- Column Reactlong:,{k ) Line One Horlz: Vert Horll. Veri fIori. V~t Horiz VerI Horiz Vert Horiz Vert BRACED BAY REACTIONS 6 B -10.0 -17.8 -OA ":'11.5 -J.5 -13.1 _2.6 -7.7 -1;2 -0.7 1.2 0.7 FrmCoi load Hmox· V load Hmlrt V Anc._Bojt Bose.Ytote (In) Grout -1.1 0.7 1.1 -0.1 (Ai LINES B I< 0) L81e Line ,!..._H_·_ Vrilrix ~ __H_.~ 011"~ ~ Length.Thick ,"(in) 6 C 0.4 -11.5 10.0 -l7.B 3.5 -IJ.' 2.6 -7.7 Frome Column "'LWlNDLL.2E=-- -L\llNOI..Jl2E" -L\\IN02.J'2E- "L\llN02..Jl2E" -f~UNB_5L_L- -r4Ulffi_SLR- 11,'25.B -4.0 -10.1 4 1.000 10.00 19.00 0.625 0.0 Une Line HOrlz Vert Harii vert Horiz VerI Horiz Vert Horlz V<it Hoelz Wrt 6 B ";'OJ -1.9 "0.4 -0.3 -0.1 -1.9 -O.~ -0.3 1.8 3.4 1.1 2.2 4.0 -10.2 -11.; 25.7 4 1.000 10.0019.00 0.B25 0.0 6 C 0.4' _0.3 0,1 _1.9 0.4 -0.3 0,1 ....1.9 ,..1;7 2.2 -1.6 3.4 -11.1 25.7 4.0 -10.2 Set Frorrit lilies: 5 ... J RIGID FRAME: MAXIMUMREAt~QljS, ANCHORBOl1>.k BASt PUltS llXJd: Hm';dumnvReoctlt:l ~mtn

1 1 k Frm COl V Anc....B:olt BaseJ'late(iri} ..... Grout line Line 10 H ¥max 10 H Vmin Qly, Die ~lBngth Thiel< .~ 1l;7 20.1 -4.2 -7.9 1.000 12.00 19.00 0.625 0.0 4.2 -7..9 -1l;7 20.0 41.000 12.00 19.00 0.825 0.0 -B.7 20.0 4.2 -7,9 OL t,c.OK Ol 13.0,1( ,-:!J..!... ".

DI.+lIl!-- fX..+lIl.l"OK J.oK

MAX. EW COlUMN REACTIONS MAX- EW. COLUMN REACTIONS AT LINE 6 - AT LINE 1

~ .=. lin A 1 ....lt ..L lUl:fW'ltW ..!2L1'llIIfl.lAPl'ROVR. . " · FRAiJEUi.!'ii'E<'"S,-'-12",~-~~~~-~~~----~----~-~---~~-~---'''''''R-IG-:ID-,-:F''''RA~M-E-'''~---------------~~-~.----.-~~~~, BASIC COLU~H REACTICHS (k )

H a Frome C<l!unlO ----Oeod---- -C.ollclerol- ----..;UVe-·-·:-- -- '--Soow- --- --Wind..:.L1--- D ·C line line Hatii' Veri Hodi vert Horiz Vert Haf!Z Vert Hafiz Vert . . ' . OLUM.~ UNE 10 A/D 0.0 0.7 0.0 0.4 0.0 1.3 0.0 0.3 -1.2 ,1.3 . Frome Column ,....;'-W'lI'IdJ.2~-:..: ~:"\l(;;d.:...R2;"~- ',....;:..:..LnW"lIldl,..;,':" -:"-lfIWind2...:.- '--Seismic_t-- --Seisrnlc~~~- Line Lile Horlz Vert Horiz Vert Hariz ,Vert Horil Vert Hariz Vert HOI'iz Vert ,. AID -..2.1 ,0,7 0.7 ,0.6 1.6 ,9.4 0.7 ~6.6 0.0 0.0 0.0 0:0 I~ Frome ~.

Column ~* AID --,-LnSels--- Heriz' 0.0 Vert '1.5 ~1.~ND1J.2€- Horiz 0.0 Vert -0.3 'L"'HDI_R2E- Horiz 0.0 V"r\ -0.1 -1."'NOL12E~ Horiz.

0.0 Vert ~0.3 ,L"'NOLR2fr Horlz 0.0 Vert '0.1 h frome lines: 1 2 '-'--'-=:.:...;;;.=:...._--'-''---_._._--_._...- "-'-"--'-

NOTES FOR REACTIONS BuUding- recdions Ore based on ltte rollowing buij<ting oot(l: r~~~h(7It) 13.0 9.0 Ea" Hel9h 1 (tt) 29.61 32.0 ROo,'. Slope (rlse!12 ) = 2.0 Dead Load (p,t , ) 2.5 RIGID FRAME: ~I\l(IMU~ REACTICHS, ANCHOR BOllS, & BASE PLATES fi'~a~1:t (r't ) • 6.0 = 20.0 Frrn COl V Anc._Bolt Grout ~~?;S~~~~~h) • = 90.0 5.0 Line line Ymin Oly Dici (in) Wind Code • IBC 00 Exposure • C 1. A OR·:D 1;6 -2.1 '0.3 4 0.750 6.000 10.50 0.500 0.0 Oosed/Open = C 0.7 1.6 ~9.3 ImP/K.tanC'.eWind • 1.00 Importance _Seisn'llc • 1.00 1. frame liMS: 1 2 SeI$mic.Des,ign C!3tegory • A 10 Description Dl":Cl+li. BRACED BAY REACTIONS 0.6001.+\\1.1 (AT UNES A I/. 0) 0.6ooL+\\Il1 0.6ool+\\1.2 O.6ooL+LnWndl +1."'ND1,l2E 0.5OOL-lIlWnd2+L"'N02../l2E

OUI: \2 - K9:M"1KllI RIll P£lU:r.M'PI!OYN., IT IlO

.... .... 1X.76flO1 7,3/12 H.lS I 1'- • Yf-o'

-, ,_n ______ ~ L _ _

I~,- ,_ - ~.1;- RFJ-I

(-1 (-1 '," I, I, I' I, 111"'" I I Rf+-2 I Iffh-2 1 10](25112 ,omZ12 ltl2SEt2 10.~12 CVPOL'! ROOf FRAMING PLAN 10.25f.12 10;25E1-4 10,:25£14 Wl0z27 lo.2SE12 10.~11 1Q.2!£14 10.25£14 lo.~14

"',.., .~ 10.25£:12

J 1 co-, 10.25£12 10.2&11 CD0500 ~m C8'-J ca-, co-.

C8~S

CO-' CIlO5OO C8QJ1S ceo)13 CO-' ,••>1' , CO-' <2-'-10 COO"" C8025(J ,,4-,

,~

CUPOLA fRAME CROSS-SECTION ---·~TLJNES3. 4& 5 --

~~'~;~e '-1 ~ll~ M'ks"'" ...." REV. PSU SOFfIT OS"x5·.."","-WBE-STRUT t~l~l¥.· ("TTACtl WI BCllS o PEAK) 1~1 UGr:1 3ft' Ii! ~l,,"l~ "'PL'f,&""J5

. - -- ~.. . ---- ... . --- ... ~..

TDl55Y/02

I h I§ ~'iliil'+----I ... ~

..._... _~

110. t~tt ~_ ...

A.7 rUi PERVT II: AI'f'fiOYN. ,"b... " J.• ·.\Iti···&Wiit. 1I'~Q'

""'" FUlOR

_2!!!!!i.f!1~A!MMSE·.1ELE!£· MAIN ~VA"-T1""'O~N_·._FRAME LINE I . .,..

If. I .- 1 x .. , 9is 10 x 5/16· ••2.8 10 X J/tf' X 93.5 -48;2 200.2 I) 1:5/.16° Ie 193:2 6 x 3/e" x:201.0 240,0 120.0 : =,~i;~\l~O 6x 1/.":o:J~.O X J~~x,93.S 46.2 '~5 ~8~~:F;:~:9 10.'0: .}/a~ ,",2.1.2

MAIN FRAME ELEVATJON: fRAME LINE 2

OATt 0 12 - llaCRl~n;Il4 ro:t PERWll. mROVAl IY 1tD __ ~~~~======;=======r--~~~----_··_····_·_·_-_·_------_·_· ·_--.----~--,.,.."""'"""'......-~~~~~.

I, ....41 1() ~ 1/2· 1I: U5 II If).- lI'200.6 lit; 1/4- Jt,J~O ~g ~ VA: ~~i151

MAIN FRAME ELEVAnON: FRAME LINE 3 -_. __..__.. _-_._----~."'~~

., f.B. .... + ;i

MAIN FRAME ELEVATION: FRAME LINES 4 & 5

IIQ, A 1 DIllt 12. - tltSI:Rll'nc:tI rCIt'PERtIIl.t APPROVAL BY ~

18I o 9,16 _.ll.

Ir~_1!~· "'ll): -42.8 ". i9J.6 "'. ,02..

2-40.0 6ii1/.4-'.195.4 6.111/4"'. J51.9 6'x S/16"<il20J.2 x 1/""1(353.8 117.9 ~6,2 8)',11,""'142.6 8.5/16"· x9.l6 91. 8.t;'''":.x,362:.9 8-x5/WIl24t2

"'0.

It tAlt 7. 12 - liIUO'lIl'TIl:l rMPfmtlT ,lM>PROVAL O'f Rf)

--- ISBS L- .._. ._.._"_. ... _ E-I £.,.2 H ..,.E-' CHO ..,,, C.,.11 G-13 "'-I

SIDEWALL mA~ING: FRA~E LINE C

SECTION "K SECTION "S" NOT£: BQ,llllHJJl(N'1 cu.-TO *.., ff dl RIm FRAJi€ClL'Ml}I (2) il~·-.u2nl(llts SP.AQ:D.4'.,.O.l; OJ::

(".~~r-r r;r i ~~:.,,"". -It a .dli"n.NGS :j;~;,.~ y.~-oO

~-::' :~;.:': II' QfU- "':';7l (BY OTII£RS) • . . -. _ 9200REL._-sr.t.M ;,~:~~~; _;;~~~~ -FtNKt: 9A~ ~ .. ;;.~,,; 18 i~;;~~. _ •~'""Qi ~c. - . . . . .,. -, . > , ;,~~;.~ "MN08OO'RAfTl'H ~""''' SECTION "C' SECTION "D· _ _~~ ..cl9".=L-,... ~ ..- 0,1:11: ~1Dt 7 2 rm PERMT &: N'f'ROV& WINO BElIr DEfAt. .........._...._--_._._.",.",,,,,.

m EX!\!' j..-1=4--..l0:-_-4---........ll1=JL-_ 4''';'' _ + -==_____ W12x16 ,,- Wl4d2 1\1hlG W14d2 R01250

b >\

~~~'~~ ""~~, ~ ..J!l .

ITtfRJ hr--..__. T1~T-+-T-T-~~' lili-T-T--[i/:~:::::::::o-:":::::::'d":l-T-T-.1.·-ri'l-T-T--1 rl..i;:.i;;;l"J It-I-~ ~'-.----~~---1--~---~-------_Il_+_- (ft)I-roo tt;yof)=sfm<tw-+jf------------~ !>'" I J--- flrrl J rtF:..1 flf;";'l --------.------_-_""'---_-----_- ~~l -"'" ------------_- ) RF!"'"1 Pf4-'1

If SIDEWALL FRAMING: FRAME UNE B

r~~· ~ 18";=+ !" t . - ',' I j0!l'-Of.o.c: -~G(fIl~t£ "''''''''''''''' U SECllON 'A" SECllON"B"

NOlt: '6lX.l'ltflDllOf1CQ..;Ttl flfGeFRMl:ca...w:ru (2}'t·•• 'Hlo~ A32.5: DOUS sPACED 04'1 o.c. d1 i I ~~""" 8"i:I4"nJICS ~.tt8

" " .. "" S'IM'flMllS

SECllON "C" IUoSCMll (8'f.OntDtS) tt - . :.::(.:;.;

:':'~: :~:;.~; '~i~,>';

"""

SECllON"O" • . "

'MMO.8DUIW"1£R

m. A. 1 '''' 2 - """""" fOOP£illfT.APPROVAl . " !SBS WtD·BENTOETAL .... ""'" -~--_ .. _ _ __. .. ",~~~..---,

£.:.9 10.25£14- 1'-0 £-10 10.25£14 G-21 101M2 G-26 Yllh10

ep ~ I Ii or .""'AW< I itz::" •' S1U05--h '1' (BYOlttERSJ! '. " : ..... . .. ~ 5I'ANORfI. OWl

""~·I'\ V / \ \ \ I I I ii i . _05'-.. O.c. n...mG£ BRAe(

I J\ I I k..J X----I llf1-H)I !if1-101 I RfI-10l (~~l RrJ-IOI I SECTION "A" SECTION "C"

~ ~~ SIDEWALL ELEVATION: FRAME liNE A SIDEWAll ELEVATION: FRAME LINE D

11':"6~

1 2·D-.

r-s SlD. GUTlIR EAVE-S1RUr

~ ~ '~" N01tIll '~" CUSTOi.IERPl.£Ast~~OEWAU.P,AHEl THIO:N£SS .

SECTION"e"

l.. __-", ".'·'.-·_ _l'-__-'... " 'IlUl<l." '".>-'~ k-~-"""""·......·_~l ...!JOII:IO!!:""'!8!!""!!!.W(!!.! !!f=j ...

SECTION "0"

ENOWALL .ELEVATIoN: FRAME LINE 2 ,"b... -I EC-2 " crl G-2 0.3 .. (}-1~ G_15 ~16

'" { ~---- JIll'\·,":'~wrll'~llO.lS ~"/+lI't't'W/U!l SlOT \\:tb18·SHOf'mn TO :.(W ca.lMN *·c.a..... t ~..,---f-~~" /r-.

ENDWAl.l FRAMING: FRAME llo~_;'2-

<p mW"","""'" EWCt\lJWN

[j~~ ! .._..... """'" , ...' I.•.... (llY'o_') ---r! " "'''' ('BYolllERS)

1 .

I m "" IlRACE: -•. 5'-oio.c.

lJ SECTION "A" SECTlON"B"

- ... ..- roo PEllwrr" APPROVAL " RO ~·"11"lrltB

r 6~"'· F\»ICf.S -Ht·x11~·e 6rl\"11.ANC£S *,-1l11lt- YO &,,-nANGf.5 ~"1l11"''flEB

..........,, W'lOx12 8J2Sl\2 ....... , .

8X2Sl12 BX25l12 ......"" """" WlO>:12 ""51;" t-J" ..." .,"", c-,.2CO 6XJ~-4 8lOSCl4

. .........""" G-20jG-25 12XJ5Cl-4 :; 12X35CH ..." G-24 12X35CH 11X35C14

~ ----I'·----·-'O--·------~I--·- [&-3 f.C-.4 .... . . ; ... --·--...;---I.------·----- EG-5: -"I-------------I EC-4 cc""a 111.. "'·- fl·· _~ ,s.... It'-6.~~4.-------------''l!J.I.=!-'!Lif-''~'''1-!!!.8.''C!'O!!f''·!!!G'-----.--------...1. ~,r-•. ,t-,. .. ~I "S1UOS.'-jl., IKn.: .•.. .. "'''''''''.,,,

ENDWALL FRAMING: FRAME LINE 1 {BYOltlCRS}

LI fF1.AtaBRACl .s·-~oo U-----1 . I Ij :~r~

r ~H:1 -+Y:::1;-I$AJ.r; JS_A· SECTION 'A" : ! : I -(2) ~1b.llrl·AJ~ :llWSOA.CW------l-t (BYOlKRS) I I I MUS I: lli" PlAtt l. I ----jr J

r;==-;;;~-'r(r- ITT~ ~ SECTION "C' 1\ I I I I I I trot Fat'CW II I I (S,(01lftRS)

I I

I I ,, SECTION 'B" I I , I

_______ u L.. . - --_--_-_--_----~_-~~--- __ -----L---l _~ ~ ! __ L.l

ENDWALL SHEETING: FRAME LINE 1 a-G,I,'Pl3RpAMQ.:- NMo:l std ector ~'~ Il(l.

1t:72012 DA.1t .". •••_ ••••••••_ ...;"'-'0 ~---_... _-------r--~~--

B"1t1\"F1»fC(S l'l."x11».w\ll£ll: ~.

\-"~_~---Jf1NIl!U'F\I!~':==~~~I~~~~::~ ,,:,-·FmT.1'tMI

N.ll9"J.',"pJ".~.lr! [~JII.\I!

SECX»ID,f'ClIR

,,-if l SECTION ·x· SEC1ION."Y· ----- ~-- -_.----_._--- .................., _ _---~

!r-CW . (SYO"'"

12·~

.100"-0

SECOhQ-PW1 SECTION ·Z· 1-0" ......_----_.. __ ._--_._~--~-_._ .._--~~~---~--------~--- [Co."l EC.;.a

i CC-9

r EC-10 £C-l1

'3'-,' "'_,' ~"'.,----------...-"~~...-"~~lm"".-'-"l .. "--~~-----------."..·~ll._",>,-,' '-":"""',.-!!!...-"OPEIl".. "' INTERIOR fRAME ELEVAlION: FRAME liNE 2 SPANORn.fI£AMJrIOT-SHO'IlN FOR..!l.ARITY

GUIDE BEAM PLAN: BETI\£EN LINES 1 & 2 .

1/Tl-ll/4" ,,,,.. "" ~.k~ ~~am _8 fjP.1/4

Mid-Span Support O.m!L Int.rIor H.adtr j,~ To stub Column O..t.- (xlerior Header In.l To Stub Column D4t

After Completed InstallaliaDAnd All nnol Adjustm.nlsHa•• Been Modo For Plum Lov.l.

Field W.1d Siolled Connedlons As por Shown.

H,gder/Gutde System Support cross Sectlqll Heoder-Weldlng- Requiremenls

JIQ. DAn: A 12012 roo - -..--.- 1'- • . ----.-.-.-------~"'r"'~~----~~-~_r~--~-- ----~--r------------r-----------_r_----

ll.h-t'x 4'. 3{14'-

r---smr~r--:CD::------~ f-""8·,.,S"'li:-.--f-"""'CS"'·-''''I''"1.75-+-..,C''6-'-''''8'"'.2,.....' 10" SIRe ClO ,15.3 C8 x '11.5 snl£ CD (i) 12·SIi. CI2 '20.7 Cl0 x 15.3

- 10'Slii. Cl0 x 15.3 ca, 11.5 Top leu" WlUTIbloy 1e -+-·"C1"'2''''x::-20'''."'.7"!--"C1;;;0"x'-tK !---'1;;;2·C-;S"'Ii7:: 5"'i.3-i 1... ·'""1 Botlom (...

Truu Wt!ul w..tb Wheel- Pockel [email protected] -GUidt- Support p,roll Top-Truss GuidI llflfgil 1IlTIt, _ _ tIIlantO> .:-~!Irldodt

-_IWr(.)

Ol_.. .. dIIfalt'I,....

-V.,.--_ OU'IaIl JQro:kt1lr.I_~IItlIln;Cl>rltUI)'DiIr......UOO'..........,-.l• . . Itt-'-SMoI. t.(' ...................

APPROVAl. " RO Wffi .. . •.

Ii..ffi'---··Ei.~·.::~'."'/f~J.:. . . . . .SlIO,ftlWd.) ~ . . .'. .. f4lll1_11~ 1/4"-1',-1' otro.c. -"""- \0 .t!!!lJgr N:~Moia _~ __'IddMld ~-Qldbottom\l1' m lllt-dIi« ~1llI flmlllM'kE:oI.ed <:t ,1toI

'41 fl:ll"*,-* 161/T 12~:I4l11/4" 1.4.5./....

III 12~ O.c..

"= Doo(ltQfrnds,gl Intedor'· PoOr SIal poor LegfRqllPefgll Northern Pick ,Up System 1~11:l"·ao. .... 'l/r'~r"D'W l«m:'-'*'-9t ....._-I.I:~I,,~_,1IAUoIoI 6tJtom(o)_,_;s-IlIftI(.IIMj' .... _ _wo ""<Ho1IJ.,_~e..r-tI)OOW _ _ -""'!"<JIf 1IOnoJ,1:IS-_' .... _btt... til~Wld/tii·§~

r~ - -- - - ~l = 10 I J I I ! ...i I I I I I

I I I

i i So -

Poor ltg, SheetlOlj lOyOut (4).REQUlMD

"rr 20 12 -. _"" roR PERiifI~APPROVAL CD 'iirrnW.$:few ~_jt'_O:_c.

G),Sllldt Sin-'m 17" o.c. flddpt'll'lfrk 0,... ""'" LZ1/r-aIf2.£1/4.~ ,"MI'~ .~ JliIdwdotlcbtafl W14Hftder,fIe,n

~~ _ _L"J:"-_. ,-''-1-'-;--'--1 " R«(' f;;t::"'~~E:J I I ~ -'""'mJ~- - L

I I

SoH" SAdlOn At Opl!lning Hegder Poor, System -Sofflt Section System, BegmSeq!...

tICI-A'=L~---_lJl:::U~-- --_J1::;j,t_--l-~- 1 !!

- 8l'.;tD"CI.£AR OPEN!NC 21'-15" g'-6-- -'21"'.·"· .. _

SOfFIT PLAN: BETWEEN LiNES 1 It 2 alGA Ilf>BlJscmt "'' ' 'J:] flQ'l')fCGbm _ ..

r ..!db rrr •. • TlW

1kb:-1} .Al1acll inpI '1/IIWlrW..".... _/i ..... Gt~-~ frtS, '}~~"")\'.

(""'" J~lr_"lr"J \j-_<lf,tTlLOItJ Qrt__

~- ..... _ ...

Roof Uplift god WgII Suetjon Strop Detgil. SOl02 - strul' Purlin gndSoocer Deigil SO 108 Girt 10 Hoi Rolled rod.all Column Connecfion S[j44 EoVe SIr'ut 91 InleriQr ColumiJ f),llIl-SUIiNl SD58

..... _~ ~.l ~l J'lQI"",,-· .. ·~r_

.•... ' .. ... Wlcfrl'l:l'llll

~r Rod am. 10 reo.... Conl!Wi2n S066 tgyo PQlltlStipQOd Pelgil S0156

________~ ------ ------_--l~iii~~~;~~~~~rr~~r~-~~~~~f~~~!~~;~~~~~~ill~~~j DAtE DElltA,'nGtt 7 12 ~·PERMIT.~Al

... ~",~~"'~.-.. _._,."-"- E!POO300.ffidge'R9lI

..~~-P5B ;,..-~ ·UJ E . r.. 'tr.'."" ..... .....

~r"",,*~ .... """" -.t~!G'

Ditilf'".

~ . S1.,LN HoI«2"Mk· ~2·I,[n.l

'rcJ ).. "-' ' ' ' ' (2)~.---:tflk-" M .......

Silf(:101 ,," __

~ 'L earooe{'Rqke f1qsh ~

~,..,~ ,. ...., ~~u.

P'cr>8(11d' - -t(:. tr -8'

~ •••-. •- .•.••• "}-~tE~':.I::' ~_{241 ~)Pq>'" ~-'--I2}:(~ <0 oo,•• ~Ji '~~:;;~- Mott: TIOi.Lq1 Mol.(: rllf\",- Rwl,f'Idi

-"-~."""'~; UlrrlIierSln... (I'-o,c,) "PIlR'NPlM .f

-~

Wind CoIumntirmd Ero!Jlf Oemjl S070 101 J....~R=ldtl=.=p=ar=ap=.=t=k=Fq="=ia=T=ri~m=·~lq~p.~_LT~0~8~6~"""-=pg~n~.I::t~n~dla~p=Q=e=ta=i!::-::·~VS:-:21~6~_.L:T~0~1:7~1.~ ...~T~rim=·~L~ap~.::.-=.~s!=gn~da=nl~r~ro=f1It~_ _.LT~0~8:5~ ~ ' ~ ~ .. . ...

1lIfilf.A~ ,~_-SlfIl1:l.N

. (Mlt«rbwi [m,t .NMi4)

~ ........ ... ,.. " '.

I)etoI0A'.. ~_Lfti ""'1'"sz..,"'""

TD155Y IllS" I II ~

~_lbt-.utJliq-ncim·~f«.Ibt,~<Illl'~O'-lM 2·Lo:xU,tlI~.lIOIIItoJlllij:lr""""'!,tllt~ i. =,~_ "tim..ml ablII ,.1kdiM horli«llll .... b:a~ . . . .

J.,Unbo~~,llIl1lil~·"'. PIOc.~-""~ ~lIIbot:::': ~:.~::~':~I~ It& ,~In1*" 2.===~~no==':~~~ttcrf~~ I'htdl.~ ~~:~'~~t=~~~~thd-:t-~~ 3. tlMrttlpepriodJtllo N:,.... d . pt:tn aboooa. ~lIw.deodl,~'le,Ul:tocd,tht~,eo~lo,lJMIbcIttIITl the 9U11lr. "~·~,,tDf,rI"'~lllMkttthl~br;,"U"tdlbr 91lbfta,"Gll"'~_ot Ihe~l . .......

4; ~oWw~:MllbiI ~1hf_~_of 1M 1M 'PI ~,«4 tinooiil

1.lllltij~Ili¥el.,ttvt.:ldllt~lt\ti)ttif'Jittfrldl. (Wi"' • .... ,_f\ehiJ1otlfl.~.d,flItlIloBPqi,Rlw:b..

Downsgout lOckout, gnd Splice Defrill DoWnsDolJt,Strap Attachment' Petgl! - PaR £x9Qn!!l9n End CaD AssemblY Dowmpoutfo Gutter ..Hochman! Delg!! T09S 'S,If/.'.,f1'3/t."RIIHtrm T096 ':I/'l·.-~J/B""'flllrl T098 T099 TOnG

Ll__ ift" . ' l!!I----"'-_--lJi!

I

Roof Pgnel SecJlons---YS-216 EXpgnslon RJdge"Cgp ,- TS-324/yS-216 T0154X Hlabtgyl, IrgnsUlon Dlt0ll -, VS-216 T0156 T01S8 TrlDleLok'IW Sjom

- "......... rCR' PERUlT 6:: APP'RQVAL .·~WllIllmIPlktI •• ~lIl\tlRPofRlllLMgtll

Masonry .and Openlrjm P!tgjls - BeIQwEaye TS-324/VS';"216. Standgrd Trim. O,toil RJd$io Detgil VS-216 TD24Q TD291

.Sll!dlIlllJlakl Olio!! - YS-216 siftbd ...·-~· ... II),YOdH) TD154Y

.". ecHUL.TE enJA...OtNQ B"'I"ST1!!!!MS l~~•. ::i"~~rl.';1~.n rXl.: ,:111.30UllJ

..... ..... ., 0" _.- - -- • SCHULTE BUILDING SYSTEMS 17600 8.l.OT'KE RO.I.ll ... --- •• .,.

HQCl(l..E'Y TEXAS 77447 Z81-~6111 offICe 281-304-8113 lox .,. '''I' , -- - -~ -..,""- o• ., ., .

IBU LOING orseR PilON I ., . ..••....., sac, IJ '''_1. llt-t. It:IJ s;.on, .wL .,

__ IIUIJ.()!H(; (fII!O fJ!, IIVIUJII/G SIZC: fJII!!i. II r.... 'f=j , ".... fA SUN'f:, l.t!L- p/,)m. !I!!I 4HO w_ Nl>IIIo\l!Q!j

.... _------_ MJlIJ>IIIC SIZe, (M, Cl T-,o. W... , t-l Ul. st<N't: ..MoIL-

........ -.._- _ =-diidW'A1: -~I ~':; .. "'''''''..triII.IIIl>l! _O/HG~ ~

.... -_ ..... - IJAI£_ ~ ~~", ·· -.. ~ AI/f' _ L IIC1U rtJ fUNS)

-.....:__ :.':.:.-......... ::... .:"--...- _ _ _ _ .. _ , _ . - =: ..::::-:.:---=..:;:::;::;..-..:::=... t:.::::".."="" ~,;...... -.- _~ .. _ - . - no .... a.- _ ..... .,.. ____ .--,._...- ~- ·.. ~"

·· .,., -_. =::"'~-=.::..~=='~- ,.O:'L==~ .... _ _ (t) _ _ _ ...... «:1 ._-- - ----,- ~­ ~ =<.===--- -- ---------- "".......... me.. ..,ms ..... "" •

..... ~1<r "

_ . '" --_.. . _._l'ol =:J:J_ t'" ... _ SQf1l1 _ UtIJ.$_.JIL «UIt ~ +-.-:-.=-~ !=~'.":::';t­ = -'....--'";.1'" ..tIllK»I " .. "s .,";I"".... ~ ... '-"'M. _ • . - . ....... (00) ----- ~'='~~ ----- _'_(<OJ :::~.i:.:';.f' ~--

I -- I , I , ; pu'I!NDAN'f'S IEXHIIU'T , I I. _-_. , ,t,.. ., I -as/:::LQ

_._-- ---- -"" .... --- .. -~~ -~- .- ;;; ;;. ?; . - - ::;:; -- =: ........... ... ~

: .- := : ..... ........... - - -. - - -_. - ~

- -- _--- .......... _ _ .... ~ if • i = • - .- ------- - - C127443 --.~ ~ -&mn...

J. u!e W22 UIII ~~- .... _-- .11........ ~III"'IHI ••_ . " ... , . . . . . .....

1.. fJt" I

--- -- C126431 - .., .011".~ I ---12345 .. q' . . _ . ABC CONSTRUCTION --- RF1-1 -_. 12345 -n-IR l'I[e( LAm pwt",c

: 1'·"'--- I .'_CU_ -~

• p - ~ttt r,-~ OF GRJOj L___ ..~ .sJ.'

.JInJJ ~~3 lTO 3(6") I ~=~ b-r.~ ~:.,:~ -....... Cil

Ift"~ , -- """ ' r .. '-- ~

..-- ~[~ ~~ .~ : • "....,. • I "'t ,, "~L"=W~":>A<::~=\EF' ~ "" 0

1+, ILl ~ Ii 'f;:,...../... ..

Ih ::.:r-- _...- -~ ""'" .. -- .• I

" ~II] p~ .~ If' 'll.C • '1+ ,/- V lH;:u'j:~ , ,, • .. :.

IP ,I, .JIlJJ.j • ~ fl~l;) •~:-- L.- • II L.. • .. • -.--..:"d'~- I-< I,• ~I .... D r"-t I~;;; It'-.

1(/ I I,, I. ~ T7?·,"·;·' ~ ~ a

iJ-... ~ -- ~.'. . , IP , it, , . ., I -0 I.JI. ~ 0 o __ a· =--ro=' '1l-. oJ,."; _.--Ci: ::-...:. /CI'EUl c..lI£UII _ou.-=tIS _ ;1;' -> ,i ~ ,,

" " I :l.IS1IMIl1UA.!l1OfT II ~.;!; 30' F~~ I.JKOF GRID 1TOG 3(6") '---- :

Lb - .Jj)1 _._--_ -- ~-_._---- - -----_ ... -:: ~ ~=:"=-_-:..":'=s .. . . """" -- - i' . . , ... ,1

~ 'f _ _ ":,,::,,.o:-..=-:.-=. ... ...-.- =.:.'":':~-::-.~ _ _ IJr Il1lO5)

.... ~~ .... u' ,y.-\ s·~~· .>~ b"""o:V "-~- i!!!!l}, !!l::!l!!'.: , Gl:~.=:=;:~..~,.. --_._----- - . IBBS --=- = - .. --B D- £-K

.- .; .. _...-0.': ~ =;u- "' ... _- "'-- 1; ~ I • fa.- ~~ ..,..-4 ·W

. ..... EREC'1ON NOTES:

'.' '~ . - . _ _ -_l"Il .u~

~ ~. - ,r - . .1OU;. _ _ lnE..

M .IIIRI_........ __ 1.1D~..n... .I.,"~.'CI"'- vr"_"""_-.swa .. .. .... ...-."..-. .-:sr ... _ _ ... fIl:flI_ItII: _ _ lYnIO. ).- . -- , ))

...... ~~".";:'=:=;:_';'S;i:'

I L •• R • I ~ ~ •

----_ .. - _•.. - •.. _.- - _.._--_....• __.__ .

1- i!l i9 ill iii!! - 'Iii 8 • 'Ii'f lJ ' "Iii 8 ""In ~ I' • • "I" ~ . "Ii' ~ I . ·I i ' ~ 'I i' ~ 1 ~ II ... '.'1 -.. '·'1 I ·"·'·'1 .. -'.il e' ,I-It! !" l'lf I ~ ~t!! I-It I 1= =I-It I ~, ~ 1<,1 ei e1'-, i If<, I .- ' ... ,.". "., .:~::... 1,.,'<, i ,!, .- .,., ee'lof! ,2 'I-f; '!'~I·f! == ,Iof! ,e ie ~ I'-I· !:!! 1'<1: ,1'<1:I i, i 1'<1 I I :I . 'I~' ~ .. I " . • 'Ie, •. I" ~ i il'l I iii'. e I II't ~ iii'. I nil, HIS' nls, nls, nl~ i il~ nl~ i !Ill I' ~~I' ~§I! GGI! Gil' 1<" __ Il' , 'I~ __ Ii, • _Ii' I • , "if "if "if '-rf "if "'f "if "'1 "il "if "if "if "if ~ ~ f ··if ··'f ··'f ··if ··il ··if ··'f ··if ··il ··r, ..., ··i' ··if ~ ; r ~ .. ~. !f.!f-- i ,!!S .gl' ,e!! e,li .el' .'11 .elS teSt ,'II 'tll ,cl~ ,el~ !~ll : tol~ e!,f eel! ttl~ ei'f =~I! ttl~ ,ell cHI :,!~ !tIl WI ,~! ; eels ~!I~ ,ell ctl, cel~ .elt e!l, ,eli ,ell E'lt !eli 'til i ~ ,el~ !elT ee! 'el~ fliT ~~l ,tl~ !,11 "I !,l~ ~!IT ,ell ~ ~ . o iI.ll rgj ,el, .el! ,,11 e,ll e,ll !"! ,ell"!! "I! eell c"i "'! li%'!!!:~ ~Ii :f.; f-- !,,~ EEl! ;;11 !,,~ ,.11 "I !,,~ iell !!l !!l~ iii, !~l ,lI lj'jl 'ell e!l! ,ell ttl. 'Gil tell 'ela e,ll ,.11 ,ell co!! ,ell m~~ ie 1:11 ,!l~ !!If .,1, 'el~ tell ee!! ",~ !!I~ cClf !el~ iii! eel! 'Nln "'j "I~ :~lt ,'Ii t,'! '~I! ,ele !I.I! ~~I~ eela e!l! e~lt "el~ el." e~11 e~l~ eel, ,ell "'~ "I, e,IT !el~ 'el, iell ,el~ <el' g"t t,l~ cell eelt ,cl~ eel! eelt ••li ,d' cdi lill ,el~ I.el~ e!ll "'~ e.'~ eell "'~ ,el, fill e.'~ e'l! iii] I-I. i5 I ~i~,iiii r j{f[jllff1f[fi(!H, ~ _~~ e 7": \ ' PG;I ~.~i$Ii!~~ * {Iff ~fi"iiiilt.el ~ !",'"r: \ / , '" ,rf iUi~~ "~ 'I.' i ~~ !! ~-~ '! ~ ,;i :' \ i .... " .. " .. " .. q ~ \ <;> ·ii""·~c·~: ..!~e •• • 'e ._1M3" 12

r--t--- ~~ ~ ,- ,. ~

,- --...'" -...---... -- ..... -- ...... ----......... --.. ...... ......

R1:;() fRN,IE: ~ U _...u- ...

OJ ..,....... l $\llC CQ,IMl lIUn:JIJ (lo

•• ~ U U U OJ ---u>- ~ _u ---...- --...- u ~

-... ...----... ......... ... ... - ... - ... --.v- ., ~~ ~- ~~ -- -- ~ ~ -u ~ ~ u ~. OJ U U U " ..-..-

,r - ~~ ~ -.-.m- ~ ~ U _u ~ U ~ ~ " U U U " " NOltS FCA REAClKWS o U. . -~ • oU U U

ReO FR.ulE:. _ __ Uoo _ _ JI[.ICfDI5,. .otOlOt 81n, toooI _-,,~l.- !..._._~ !..._,_~ ~~ ~~ It " lilSll'UD -...w {Oof __ ~ ~ _ o

., ... oK ..

U ...

U

.. "GIlD __ •l 12 ,.& .., -o.t 1" • ~ _:1-1 l.& .v _u • 1150 t.o:;II Ill.s. o.Slf U ..0'0'" .~ Hrr <;> 11 <4

" : : I I : t! I I : [ l I I f " : I I : I I , ,

I -- , .i /1 ,, 1" , , t........ , /,v , ' ......' , I " 4- " I ~.

...

I~ , , "..~!tf+!@ ! fliiiiiii=J (1AU ~ --+- FQM; 'lM

.... : ,, I .. , I • I I

I t ~ I I I '.

I

: : : : , I , -- ~,

I on-./.l"""" :....::. ./1 ' I 1'--;:_J . J I

-:=ii1 : : : : : : I " I I -, , -"., , ,, ,, - I +., . . 1-.. - - , I , I I

: I : : : : , , , I I

l . . /," ,~, ,- ~,

I I ,, ,, , ,, , _.1 .. /, , ,- , ...... ' , r:;::---~ ---- , , ,, ~:: I ,

: : : I I I I , I :: -': t</; .......... 1 I" .... , , :, :, .- , r,;;: *' , :~ I :

-.~--'l--ko' " ! ,- r! , ~~- , --iP .... - .... ~"" lIIhf.~ l:lIlI!o-O:~'-"" Ord.." III ..... _ ·__ _"-..J.~

... ~" .~"l)..r~1<I.a :f... "I,r , ,i,1 iJ f4 - '\ 1

~ ;- ~~AWBACl( 0'''" ,11'111111111111 kill 11111 11111 1111I III , • =~ONAf04 ~ROHT~&.OC "'-{ 0'''" ~~SIONS ON ARQi "' .....

WEO~~T I / ~ l.DED IN PfK>JECT I r:- .- -+ ---- --------- ~ =--- I~'" p,"7L .NClUOED IN p~~h I 0"'"' , uoeo IN PFlOJECT I • • -' • • .

1IIIIIIIIIIIIIII'tTlIIIIIIIIIIIII,IIIIII ....... _ ........ ......... :;omll'\,M ~ ~ )1''' ~, ~ ~ ...... -.-.. ., - ..'"···· .-=: f ,, t:l~ .. . ~ - :J:1 .•.-,_. '».' ....

H· . .~ ,'.::it .~ .. .•. ::·:rt'~ :=: . ~ ~ .~ ~

~ '": • •• == ~ • ....-==-(1.:0 • .--~C"ro._ -'if'

_.• •

. cd ...... "" . , .·- :- - 10; ~

~ ! : ::=.~ f < r:'. <-, =--C:..t:-=-__L-=--=-=--__-"- ,~ ':t/O";'U ---' l:ll:l ..::: ".VO!".Q.I •. ~.- ,iW ::~::ij - "..- ~ ~

~ ~ ·1, - ~ .:u. :~ =:~:~J

"!I" u • • I ~ • I '1 !

.r=:a

~< ... T,"'M -.- : ..::::..... -- ~','::. .:~ ., .0»

E:J ~1-----;-......._

O~ C.....UJSTONE VENEER UES FUll HT. WHEN EHT TO COLUMN GRID INTESEC11ONS: A-1:2, 8-1:6, C-1:6 00.1:2, SEE ARCH SHEET FOR HORlZONTAl DtMS_ -- ~.

'j ...

•• ... .. .. .... ........ .4Ul ~.~ •1St. .4Ul ~

-~-I,' . @"~~~7 ~ f------.I-

E::l ~ I )u---....----=~==F.==!-UTI,_;::.rTc--. ~M'MLl.1 I ore +- WJN rulE '!.... ~ ...1._ f! NIIIg!; ERA.,. 'f!fS 4 It ;; ~ C.M.U./STONE VENEER ONTlNUES FUU HI- WHEN ACENT TO COlUMN GRID INTESECTIONS: A·1:2, 8-1:fi. e-1;6 00-1:2, SEE ARCH SHEET FOR HORIZONTAl. OlMS. ., - .. - • •• .4U t. ,Ilol •• l/I': . •• t/O" ... ::::t:r:= to '/!:. •• vo- . .. ::::::::~

no C.M.UJSTONE VENEER QNTlNUES RJU. HT. WHEN iAl'JAaENT TO COlUMt~ GRID NTESECTION5: A--1:2. 8-1:6, C-1:6 : '0 0-1;2,. SEE ARCH SHEET FOR HORIZOffTAL DIMS. ~12O'a.. TOCLOF I ~ r' r _ E·W COlUMNS ~ m :ll!I a- =:- ::JIll W ;:: +< I ~TOCLOF os 1 102 l ~

e-- , - -- -- , - - - - -- - , '-:.-- -....-- - l..t~ ~..t' , ,, •• , '- / -, ... , ... ....... ~lt"r --- -- ....- I, ~, OT'0t-: .Id.U. -1I , --f - --- ..:..+ ' ll!2J • I,, , , I~TOT.O. ~ --'--- ___________L , L --- - CM.U.

- -------- ZJ!Sl --------------- f'¥p ~!IIE C - --- ---=f -- - ~ rt---. If =-1]' : ._~ :~ 1----------><----------1 = _---p--/i. ~.:.-::..;,"'"'- __ -==- ~q L~"'"'''' •• - -- -- ......... -- . /1 .. -, " rc...:-1l"I ...... ,. ..._ ........ - -__........ ... - ..... ..... ~ mOl ~

P1 ...... _ _.~ ..

.- If • ... ,.._- - :::::.-'".- .~ ...::.=.s. ::- -- _ ._~ ..=,,-~OI- " , --- I "L..

1-- •.-J' 1--1 !U'!W 4 "" --- grDf"D" ..... ~~~::-J"..~ =_ . - . (sas ~-iii .. . .cMlfrEfM..

~r~':om~" 0_ -" . ~ '")....J1;2O'Cl TOClOFl

U2O'TOT. OJ nc.M.U. I

..

SfC1lJl OJ," /' r\.--M"" r ...... • ~ IUG,--!-.+-......J • - .._._- --,--_-.. (II ..,.

......" := i . =- ~I-T --- -- . ,... roc.

= ... --- ...., I ---- -- '" ='<" - /

) [ ~ ~ , ~ ~ ~t __ '1" , , I~ ~ ·CM -- .Wl'·.Ji:"THK FUll H1 STONE VE;.lEER --........ r-- , , - POCKETS~"'D FRONT ~ " ~ CLOSED C!Of-'"FITS@ RQNIAND -..~ ...

RR,A.I(£ i'-- I<::...

ZC"lC-:-C.1 J .- ------ Lf;)·:~TO. !C ~.'_<J ,,, , HANGS --- - - .... MAlM . . ·., '''''" ...

~~-5:"==_~':=-~ ..........

TO .0• .M.U.

.,,----=':===....'::':::-=;--------- ------------~------------~------------- IN'OTE: C,M.UJSTCNE VENEER INUES FUll tfT. WHEN JACENT TO COlUMN GRID fNTESEcrIONS: 1\-1:2, 6-1:6, e-1;6 AND 0-1:2, SEE ARCH SHEET FOR HORIZONTAl DIMS.

.- &rOOO'~ I ~ --....:>INCII......-- eoHOA.. . .

: ,§~§ -=~ .. . -... --- _J ._- -- -- --- -§;-- ~~­

~-

..--, - • t:= .. - -- ~

_.- -- rrl·_- ..,-=~. ! , I)Ck"" Yvo> ~ .' j____________ /) 1 _ i : I J_ --- ~- ",,,= ..

T -- :0:,""

" '9W: _

...... _._.- OO*!J. 9£[BQ 11lM 1M: , : ~ Bas --- - - --- ... !SEE OVHG.

IARTICUlAnoN ON SEEOVHG. CL SHEETA940

.......... ......... 'In'

-- - - -

I- I-

m , . .'~~(i-~ -- -- -- ~.

I ... i ,-, i. I .. I-1,1 '''''''' or D'

[ 20' TO T.O. C.M.U.

2fJ TO T_O.C.M.U.

L

: ... . , - ~-- ~- -.. -- ,,'$ s-dQM ........... r. .. QtneM

~ ... lW ,....t...,..w~W _ _ "'F-_t-. fWl 'NII!WW c-e-. ,. ..... ............. : _. - .·c_ ~ i····~ + i , I l' I) "ar- I/.~'·· --,~ F\?

V'.II ' ... ~l.' I~ lJ, ~ I-M- ~X ~ ~~ ~ ~~ ... ~.f'.".,_ --0

~ ~ ...... .. ........ .... <Il "" ~ "''' w.,., ... e-.IU Q.ru CS.Il) "" " .'"..,.u , " _- :--- <:~-y . ~ -- ". r,- -".

W • ". '" W.,., I~ "" Me k* 1'i:'J! .... ..".. . ,"" -:i:=:-=.-,:,-:,=--a-· Ie • • 9Ht 'lew! tM 1.3".9'* _

-- -:i:-=.='-':'-:'=-3-:-- _._ -:;: ..... ~--- "".-=-. .._- . .--~""'" _ .. ___--= ---: ~---- - ---;;::l- _ _:-.. _===-'==-- . ~---- IfS034 _.. -:-_--=:=:=- . ""Slm. - '--;;::ll __ .. _~_ • HSOJ6

f!!J=~_-=-~ ';"'--~~ __ ~ - ~ .- : rsBS~~~- - -..::"~-~

--:;-- -- "'- • _-;:::~:'==:~'":u o~ _.... ::. . , -. - -/ ~ ~. ,_-:air:1O_ "- ""V:".= ... -. - """__ ._ .. .... ;- .... ... - .. _ _ _ • _ _ 100.

. - - l-

~ I -. .-- oW I _..--_..... . -. ... _.,,,... .. .. .,- .....,MtpWn _......... ..... .. , -!el .......

....t« ... wM: @ - _.. ,,&< (i) _ _ cr ...

<il--

.. - J{fll -- L....+ • I ,.... . . w

.. sam Pl»t: _- 9U'IlEE.N LIlES 1 l 2

- : . .- - ..

2,~ __ ~H~~ _ .......- -.----.,._ .._-_.- _.... .. ~~' -tr...... -i:Ji iM-7. d ' '''>I' t H ~.. ,l r..

-- .-:.:.: --D t~H I . . ¢-~~ ._--- _..... _. t;.: _ .. _ " ,.~. ......... .. T.~ , ~ I A? ~"\._- _

. . . . . . . . . &d- . . . . . . I5Ol02 ~ ISIHQ8 eo· 1M'" r,.. r;w" .... - M t f . . . I SD50 I I ..

-- 9J' ........ '*- lsosa

~ -- .¢- ---- iT ~ ..i:= :.."t" or'OOQ

-. _~ . . -- ~H

......_- •.- bd

r+ • "" he. fee te»+- I SD66 r..w ..... w ISO'56

: ~::c:. :-=::":':3E-:- oE'ioro •

-- - -_.. \to-:;';;b ~_ - E-- --::t:.: ..... -...Jrn~_ """ l...";- -" ~:Jf

-- ....., .~ ".. ~". f'LEASE PROVIO .~ t "I:'..., l TRIM , -.- PTIONS G

. . _!Jbj-- '"' .......... _,"",. "" _ , . . , ..... -!kIll rom -'.--- CORNERS

PLEAS 10

.Jf@l. --...--- MAXIMUM OIMENSION Of ROOF PANel • .. -_.- :=0- BEYONOClIP _

__ ::/U~=' .----- _ _ _ _ 00 ... In _ -p-tlf ~"""""'''''''''''' '" '" '" '- --- l:J "'-"m-::= .~~§;..

------ .

1_._-.__. _-_ _-_ ... . - .... ... __ .- ._....-....._ _- - ~

~~._--_

._---_ . ~'=":':"'.==:::=:..~..:."":'.: ._-_~::~:?.!i:....~'Z"==::- _...-. _-_ . . __.._._ - __ .=~:."'"'::1.~':=-=':.-:--=.-:. ~ t : ' . : . - ~- :..-:.'::=::".:•••••0::•..:':.e." .......

4PH "'" TD!li ._ ... _....._ _-- 'knw4?:,.• ",_Mf-N ..... TD98 f=rrin ref fe roliO

-_._.._-_. . . •• _ _ . . . . . N

E"'tt'tt ... Gp ....... 9H.n-zu IDIs.4X Hre T w.n-P' '""" ....... 'jtsfw - !$.-ni 11l1sa """ - 1Hj!M-i11 rolll Tt)l~2X ~ I !I .:====-....

TD2.. --_ ....--_.- l'1=:P'l'n- tu J1" W -- rtn91. __ ...-.... __ ..... ",W-'5=U' _ TDI57 I I J

I 1M ..... ':::~.... - /I '5=I!1 T"54

... - /I ~_..-

S!2§ "';.. .--... ~_

i 1, _ ---- I I CAUSE NO. 13-212 ROBERTSON ELECTRIC, INC. § IN THE DISTRICT COURT § v. § § 216 TH JUDICIAL DISTRICT SELECT BUILDING SYSTEMS, § INC., TRI-BAR RANCH CO., LTD., § And G & R LAND COMPANY, INC. § KENDALL COUNTY, TEXAS TRI-BAR RANCH COPMPANY, LTD., ROD LEWIS AND G&R LAND COMPANY, INC.'S TRIAL EXHIBIT LIST Tri-Bar Exhibit Description I Admitted Not Number I Admitted Tri-Bar 001 SBS Pay Application No. 001 Tri-Bar 002 SBS Pay Application No. 002 Tri-Bar 003 SBS Pay Application No. 003 Tri-Bar 004 SBS Pay Application No. 004 Tri-Bar 005 SBS Pay Application No. 005 Tri-Bar 006 SBS Pay Application No. 006 Tri-Bar 007 SBS Pay Application No. 007 Tri-Bar 008 SBS Pay Application No. 008 Tri-Bar 009 SBS Pay Application No. 009 Tri-Bar 0010 Robertson Pay Application No.3 Tri-Bar 0011 Robertson Pay Application No.4 Tri-Bar 0012 Robertson Pay Application No.5 Tri-Bar 0013 Robertson Pay Application No.6 Tri-Bar 0014 Subcontract Between Select Building Systems and Select Management Systems Tri-Bar 0015 Texas Secretary of State Documentation regarding Select Management Systems, Inc. dba Superior Metal Services Tri-Bar 0016 3/31/2012 Texas Franchise Tax Public Information Report for Select Management Services, Inc. Tri-Bar 0017 6/1/2003 Select Management Systems, Inc. Assumed Name Certificate Tri-Bar 0018 SBS Subcontract Document Request - Superior Metal Services Tri-Bar 0019 Hangar Deficiency Legend NOTE: All documentation referenced in and supporting the calculations in the Hanger Deficiency Legend will be sent to lead counsel for SBS and Robertson via overnight mail.

Tri-Bar 0020 10/18/2013 Los Cerritos Hangar Deficiencies Report Tri-Bar 0021 10/18/2013 Los Cerritos Hangar Corrective Action Report Tri-Bar 0022 3/6/2013 Speedway Erection Service Company Los Cerritos Hangar Inspection Report Tri-Bar 0023 5/2/2013 BoDen LLC Hangar Defect Report /, I' Tri-Bar 0024 5/17/2012 Los Cerritos Hangar Al 00 \\~~ Tri-Bar Exhibit Description IAdmitted I Not Number Admitted Tri-Bar 0025 5/17/2012 Los Cerritos Hangar A300 Tri-Bar 0026 4/3/2012 Los Cerritos Hangar S-l through SD-1 Tri-Bar 0027 6/26/2012 Los Cerritos Hangar S-l through SD-1 Tri-Bar 0028 GlacierCap Management, LLC SBS Subcontractor Payment Stubs Tri-Bar 0029 SBS Subcontractor Lien Releases Tri-Bar 0030 Schulte Building Systems PEMB Drawings Tri-Bar 0031 9/19/2012 J. Green PEMB Delay Narrative Tri-Bar 0032 9/19/2012 Email from J. Grable to S. Schiffman RE: Los Cerritos Tri-Bar 0033 SBS Original Project Schedule Tri-Bar 0034 9/11/2012 Email from J. Green to J. Grable re: Schedule Tri-Bar 0035 9/11/2012 SBS Revised Project Schedule Tri-Bar 0036 10/5/2012 J. Grable Weekly Progress Report Tri- Bar 0037 11/2/2012 Email from J. Grable to J. Green Tri-Bar 0038 11/2/2012 Email from J. Grable to R. Lewis re: Uvalde Hangar building delivery Tri-Bar 0039 11/12/2012 Email from J. Grable to J. Green re: RIGID FRAME - WIND BENT CONFLICTS Tri-Bar 0040 11/13/2012 Email from T. Pittman to J. Grable re: Los Cerritos Tri-Bar 0041 11/13/20 12 Emai I from J. GrabIe to J. Green Tri-Bar 0042 11/14/2012 Email from S. Schiffman to J. Grable re: Los Cerritos Tri-Bar 0043 11/28/2012 Email from J. Grable to T. Pittman Fwd: Uvalde Hangar flight request site visit Tri-Bar 0044 11/14/2013 Email from C&S Enterprise to T. Pittman re: Revised estimate for Los Cerritos Hangar Tri-Bar 0045 1/17/2013 Email from V. DeAnda to K. Kieke Re: Gap between CMU and spandrel beam Tri-Bar 0046 1/29/2013 Email from T. Pittman to J. Grable re: SBS Tri-Bar 0047 1/30/2013 Email from J. Grable to R. Lewis FW: steps for extending door pockets Tri-Bar 0048 2/5/2013 Los Cerritos: Hangar Meeting Minutes (Substitute for Robertson Exhibit 12) Tri-Bar 0049 2/12/2013 Email from J. Maywald to J. Green RE: Final Invoice-Los Cerritos Tri-Bar 0050 2/28/2013 Email from T. Pittman to J. Grable re: Hangar Tri-Bar 0051 3/1/2013 Email from J. Green to D. Morgan Fwd: Los Cerritos Structural Pictures Tri-Bar 0052 3/1/2013 Email from D. Morgan to J. Green re: Los Cerritos Structural pictures Tri-Bar 0053 3/6/2013 Email from M. Martinez to D. Boddie RE: Footings field measurements Tri-Bar 0054 3/12/2013 Email from M. Martinez re: Field Shots of Formwork Pre-pour Tri-Bar Exhibit Description Admitted Not Number Admitted Tri~Bar 0055 3/13/2013 Email from M. Martinez to V. DeAnda re: Pictures Tri-Bar 0056 SBS Photographs SBS 0590 - SBS 0616 Tri-Bar 0057 Email from D. Boddie to T. Pittman FW: sidewall fans Tri-Bar 0058 Email from B. Carnwarth to D. Boddie re: Light Fixtures left onsite Tri-Bar 0059 Slates Harwell Attorney Fee Statements Tri-Bar 0060 Goode Casseb Jones Riklin Choate & Watson Attorney Fee Statements Tri-Bar 0061 Email from J. Grable to J. Green FW: Submittal #3 Rebar Placement Shop Drawings with Attachment Tri-Bar 0062 7/1112013 Email from J. Briggs with Robertson Electric Lien Adjustment Tri-Bar 0063 SBS Weekly Reports (June 2012) Tri-Bar 0064 SBS Weekly Reports (July 2012) Tri-Bar 0065 SBS Weekly Report August 12,2012 Tri-Bar 0066 SBS Weekly Reports (September 2012) Tri-Bar 0067 SBS Weekly Report November 4,2012 Tri-Bar 0068 SBS Daily Reports (November 2012) Tri-Bar 0069 SBS Daily Reports (December 2012) Tri-Bar reserves the right to introduce any exhibit listed in the Trial Exhibit Lists of Robertson Electric, Inc. and Select Building Systems, Inc. Respectfully submitted, SLATES HARWELL, LLP

By: /s/ John W. Slates John W. Slates State Bar No. 00794646 Colbie Brazell State Bar No. 24050157 1700 Pacific Avenue, Suite 3800 Dallas, TX 75201-4761 (Telephone) (469) 317-1000 (Telecopier) (469) 317-1100 ATTORNEYS FOR DEFENDANT TRI-BAR RANCH COMPANY, LTD. Tri-Bar Exhibit Number Description IAdmitted I Not Admitted CERTIFICATE OF SERVICE This is to certify that a true and correct copy of the foregoing document has been forwarded to all counsel via email on this 14th day of March 2015.

/s/ Colbie Brazell DEFENDANT1S EXHIBIT Document G702™ 1992 Application and Certificate for Payment TO OWNER: Tr-Bar Ranch Company, Ltd. PROJECT: Los Cerritos Hangar APPLICATION NO: 001 Distribution to; 10101 Reunion Place, Ste 1000 San County Road 410 OWNER: PERIOD TO: July 31,2012 Antonio, TX 78216 Uvalde, IX, CONTRACT FOR: General Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc, CONTRACT DATE: May 03, 2012 CONTRACTOR: X CONTRACTOR: 17 Scenic Loop Rd, Boerne, ARCHITECT: 222 Austin Hwy. PROJECT NOS: SSE 112/013 TX 78006 San Antonio, TX 78209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and beliefthe Work covered by this Application for Payment has been completed in accordance with the Application is made for payment, as shown below, in connection with the Contract. Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Continuation Sheet, AlA Document G703, is attached. Certificates for Payment were issued and payments received from the O"mer, and that current 1. ORIGINAL CONTRACT SUM , $ 1,226,074.00 payment shown he . is now due.

2. NET CHANGE BY CHANGE ORDERS , _.... $ 0"-'-.0.;. ;. 0 CONTRACTOR: ;y,,,..,.,, .r y . r 3. CONTRACT SUM TO DATE (Line 1 ± 2) _ $ 1,226,074.00 By: -c:-~~~~6z::~~=-~ 4. TOTAL COMPLETED & STORED TO DATE (Column G on 0703) $,_ _...:8",8",.2""90",,.)=-0 StateQf:exas 5. RETAJNAGE: County. of: Kendall . a. ~% qfCompleted Work Sub~cribed and swornt() ~' JOl-lNC,MAyW.a,uk· • (Column D + E on 0703) ° $. . :::8:.;:,8:,::;29::.;,.0::,;:5 me tllis a. 7~aY,Of ~ ~ I~ •MY'COMMlSSioN1:X#t'RES b. % of Stored Material ~~;;;;;;;;;;;;;;;;;;;;;;;;NQvumbel:~;;;;;Zl;;;;;.20i,;;;1;;;;;5 ~II (Column F on G703) $,-,.

Total Retainage (Lines 5a + 5b or Total in Column I of G703) ~O"".O~O $, 8::.1,.:; 82::;:9:.:.;.0:.:;.5 ~~t1~:~·· "'ll:~,:r- 6. TOTAL EARNED LESS RETAINAGE $ 79,461.45 (Line 4 Less Line 5 Total) In accordance with the Contract Documents, based on on-site observatiolls and the data comprising this application, the Architect certifies to the Owner that til the best of the Architect's knowledge, 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT '" $ 0.00 information and beliefthe Work has progressed as indicated, the quality ofthe Work is in accordance (Line 6 from prior Certificate) with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT 8. CURRENT PAYMENT DUE I$ 79,461A~ CERTIFIED.

9. BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED » _ H » H.H . . .,.•••, _ $.,,-:',...,..-;---;;-.".-_ _;-:-_ (Line 3 less Line 6) $ 1,146.612.55 (Attach explanation if amount certified differsfrom the amount applied. Initial allfigures on this Application and on the Continuation Sheet/hat are changed /0 confol'm with the amoulli certified.) rHANGEORDERSUMMARY ADDITIONS DEDUCTIONS ARCHITECT.: otal changes approved in previolls months by Owner $ 0.0 $ 0.0 By: Date: _ otal approved this Month $ 0.0 ,1) 0.0 This Certificate is not negotiable. 'TIle AMOUNT CERTIFIED is payable only to the Contractor TOTALS $ 0.0 ,1) 0.0 named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of NET CHANGES bv Change Order $ 0.0 the Gvmer or Contractor \lllder tlris Contract.

SBS 0486 AlA DoclllllontG702''' -1992,Cop)'riglll C195$.1963. 1$55,1971,1978.19~;l~1992 by TheAmOOcan InSUl4\e olAlcillllOds, All rillll1sr.ilrved. WARNING: Thill AlA" DocUjIlenll&prolectedby. U.s. (:op,yrlght Law andlntemational T1eaUes. Unauthorized leproduction ordl~trlbullonofthl~ AlA" Document, or allY pot1lon e>f1l:, matresultinsevera ".Ivil and "tlmi!J'!1 penallles, and Wlllbl>pll>llecuted to 1 the mWmumextent l'QSslbleunderthe law. Thls cIOl'umanl \'\/!IS prQd~bYAlA,s~re al16:43:52Cfl ~7J26f2012 unde,'Q[dor N!>-3W160119_1 wh1l:h eNllr~ lin 05l17i:2013,and is notJ.Ol' resale, .

U~r t!otes' (109422ll140) Document G703™ 1992 Continuation Sheet AlA. Docurnent, G702™--1992, Application and Certification for Payment, or e13(j1'M--2009) APPLICATION NO: 001 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, containing Contractor's signed certification is attached. APPLICATION DATE: 07131/2012 In tabulations below, amounts are in US dollars. PERIOD TO: 07/31/2012 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO: SSE-I 2-01 3 A B C 'D E F G H 1 WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (D +E) (D+E+F) 1 Mobilization 2,000.00 0.00, 2 OClO.OO . a.oo 2,000.00 100.00 % 0.00 O.O!!J Project 2 Superintendent 48,000.00 0.00 0.00 0.00 0.00 0.00% 48,000.00 0.00 3 Project Management 10,000.00 O.OO! 1156.23 0.00 1,156.23 11.56% 8,843.77 0.00 Rental ofTelTIporary Facilities, Equipment, .

4 etc. 9,000.00 0.00 0.00 0.00 0.00 ' 0.00% 9,000.00 ·'1 0.00 Other General 5 C!,))lditions Costs 3,000,00 0.00 0.00 0.00 0.00 0.00 % 3,000.00 0.00 6 Travel 12.000.00 0.00 115.23 0.00 115.23 0.96% 11,884.77 0.00 General Liability 7 Insurance 4,904.00 0.00 0.00 0.00 O.OC! 0.00 % 4,904.00 0.00 Builder's Risk a Insurance 1,840.0~ 0.00 0.00 0.00 0.00 0.00% 1840.00 0.00 9 Casual Labor 1000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 10 Final Cleanin.e: 1 800.00 0.00 0.00 0.00 0.00 0.00% 1,800.00 0.00 11 Debris Removal 3,500.00 0.00 0.00 0.00 0.00 0.00% 3500.0Q 0.00 12 Surveying & Staking 1,000.00 o.od 0.00 0.00 0.00 0.00% 1000.00 0.00 13 Site Utilities 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 14 Foundation 12" thick 140,000.00 0.00 40,300.00 0.00 40,300.00 28.79 % 99,700.00 0.00 Concrete Paving & 15 Curbs 71,000.00 0.00 0.00 0.00 0.00 0.00% 71,000.00 o.oa 16 Mezzanines 3800.00 0.00 0.00 0.00 0.00 0.00% 3,800.00 0.00 17 'Concrete Staining 18000.00 0.00 0.00 0.00 0.00 0.00 % 18,000.00 0.00 .

AlA Document G703 T• _1992. Copynghl © 1953, 1955, 1955, 1957,1970, 1978 1983 and 1992 by The Amencan Institute of ArchllecLs. All rights reserved. WARNING: ThiS AlA Documenl's protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution ofthis AlA- Document, orany portion of It, may res,ult in severe civil and crimlnal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA sonware aI16:46:40 on 07/26/2012 under Order No.347716D119_1 which expires on 05/17/2013, and is nol for resale.

User Notes: (1781744710) SBS 0487

() (J A B C D E F G H I WORK. COMPLETED TOTAL MATERlALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARlABLE NO. WORK VALUE THIS PERlOD STORED (G +C) APPLICATION DATE (C - G) RATE) (NOT IN D OR E) CD +E) (D+E+F) 18 Masonry - CMU 51,000.00 0.00 0.00 0.00 0.00 0.00% 51,000.00 0.00 19 Masonrv - Stone 44,000.00 0.00 0.00 0.00 0.00 0.00% 44,000.00 0.00 20 MiscMetals 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 21 Rough Carpentry 8,000.00 0.00 0.00 0.00 0.00 0.00% 8,000.00 0.00 22 Cabinets & Millwork 14,150.00, 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 23 Finish CarpentrY 1,500.00 0.00 0.00 0.00 0.00 0.00 % 1,500.00 0.00 24 Cedar Plank Cladding 24,000.00 0.00 0.00 0.00 0.00 0.00% 24,000.00 0.00 Insulation & Fire 25 stopping 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 26 Caulking & Sealants 2,500.00 0.00 0.00 0.00 0.00 0.00% 2.500.00 0.00 MetalDoors & 27 Hardware 3,600.00 0.00 0.00 0.00 0.00 0.00% 3,600.00 0.00 28 Storefront / Windows 4,520.00 0.00 0.00 0.00 0.00 0.00% 4,520.00 0.00 Wood Q.QQr.~.& . . •.. .. ..

29 Hardware 1,300.00 0.00 0.001 0.00 0.00 0.00% 1,300.00 0.00 30 Overhead Door-I4' 3,250.00 0.00 0.00 0.00 0.00 0.00% 3,250.00 0.00 Metal Stud / Drywall 31 System 5,000.00 0.00 0.001 0.00 0.00 0.00% 5,000.00 0.00 32 Paint 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 33 Suspended Ceilings 6,300.00 0.00 0.00 0.00 0.00 0.00 % 6,300.00 0.00 34 Ceramic Tile 2,500.00 0.00 0.00 0.00 0.00 0.00% 2500.00 0.00 35 Carpet & Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers & 36 Cabinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 Metal Building - Including Hangar 38 Doors 353,203.00 0.00 0.00 0.00 0.00 0.00 % 353,203.00 0.00 39 Stairs 6,000.00. 0.00 0.00 0.00 0.00 0.00 % 6,000.00 0.00 40 Plumbing 54,750.00 0.00 19,000.00 0.00 19,000.00 34.70 % 35,750.00 0.00 AlA Document G703'· -1992. Copynghl © 1963. 1965, 1966, 1967,1970, 1978, 1983 and 1992 by The Amerlcan IrIsIltUleQ(Archllec:\$. All rIghts reserved. WARNING: ThIS AlA'" Document IS protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or dis'tribution ofthis AlA" Document, or"ny portiOIl oUt. may rest.lll in severe civil and criminal penalties, and will be prosecuted to 2 the maximum extent possible under lhe law. This document was produced by AlA software aI16:46:4D.on0712li1ZD12under,Or<!et Ne>;3477160119_1 which expires on 05117/2013, and is nol/or resale.

User Notes: • (1781744710) SBS 0488 I,

A B C D E F G H I WORK COMFLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % NO. WORK PREVIOUS AND STORED TO FINISH (IF VARIABLE VALUE THIS PERIOD STORED (G+C) APPLICATION (NOT IN D OR E) DATE (C- G) RATE) (D+E) (D+E+F) 41 HVAC 28,437.00 fLOO o.od 0.00 0.00 0.00% 28~437.00 0.00 42 Bill: Ass Fans 15600.00 0.00 0.00 0.00 0.00 0.00% 15600.00. 0.00 43 Electrical 128,800.00 0.00 19,180,00 0.00 19,180.00 14.89 % 109620.06 O.OC) 44 Contractor's Fee 90820.00 O.oq 6,539.04' 0.00 6.539.04 7.20% 84,280.9(1 0.00 0.00, 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 GRAND TOTAL $1226074.00 $0.00 $88,290.50 $0.00 $88290.50 7.20% $1 137.783.5Q $0.00

SBS 0489

AlA Document G703 T. -1992. Copyrighl © 1963, Hl6S, 1966, 1967,1970,1978, 1963a"d 1992. by The American Inslilule of Archilecls. All rights reserved. WARNING: This AlA-Document is protee:ted by U.S. Copyright Law and International Treaties. Unauthorized reproduc;tion Of distribution of this PJA~ Document, or any portion orit, may result In severe civil and criminal penalties, and will be prosecuted to 3 the maximum extent possible under the law. This documenl was produced by AlA software aI16:46:40 on 07/26/2012 under Order No.3477160119_1 which expires on 05/17/2013, and is not for resale.

User Notes: (1761744710) CONTRACTOR RELEASE FORM.

CONDITIONAL "\"\1 AIVER AND RELEASE UPON PAY1\1ENT

Upon receipt by Select Building Systems, Inc. of a check from the Owner in the sum of Seventy-nine Thousand Four HUlidredSixtv-one& 45/100 Dollars ($ 79.461.45) payable to Select Building Systems, Inc., and when the check has been properly endorsed and has been paid by the bank upon which it is ch'awn, this document becomes effective to release any mechanic's lien, any state or federal statutory bond right, any private bond right, any claim for payment and any rights under any similar ordinance, mle or statute related to claim or payments rights for persons in the undersigned's position, that the undersigned has on the job of Los Cerritos Hangar located at County Road 410.

Uvalde. TX to the following extent. Tlris release covers a complete payment for labor, services, equipment, and/or materials fumished to the j ob site or to Select Building Systems, Inc. or one of its subcontractors or suppliers through July 31. 2012 only, and does not cover any retention or items fumished after said date.

Before any recipient of the document relies on it, said party should verify evidence of payment to the lmdersigned.

The undersigned warrants that he either has already paid or will use the monies he receives £i'om this payment to promptly pay ill full all of Iris laborers, subcontractors, materialmen and suppliers for all work, materials, equipment andlor services provided for or to the above referenced project up to tlle date of this warver.

c # Date:

By: WIi Select Building Systems. Inc. t.m.. ••.. ~ Nm"~ ...~ ~ David L. Morgan, Title: Executive Vice President The above person has personally appeared before me on tIris date, and is known to me as an officer or - owner of the corporation or business refen'ed to above, and I have witnessed Iris signature.

Name of Notary: Notary Signature: Date: Place Notary Seal Here:

JOHN C. MAYWALD MY COMMISSION EXPIRES November 27,2015

SBS 0490 EXHIBIT 1 REQUEST FOR PM r MENT

From: Select Building Systems, Inc. To: Tri-Bar Ranch Company, Ltd. Invoice: 137800001 P. O. Box 780849 10101 Reunion Place, Ste 1000 Invoice: 137800001 San Antonio, TX 78278-0849 San Antonio, TX 78216 Invoice date: 7/31/2012 Period ending date: 7/31/2012

Contract For: Request for payment: Original contract amount $1,226,074.00 Approved changes $0.00 Project: 1378 Revised contract amount $1,226,074.00 Los Cerritos Hanaer Contract completed to date $88,290.50 Contract date: 5/17/2012 Add-ons to date $0.00 Taxes to date $0.00 Architect: Less retainage $8,829.05 rn Total completed less retainage $79,461.45 Scope: X Less previous requests $0.00 :::c OJ Current request for payment $79,461.45 =i Current billing $88,290.50 ....10. Current additional charges $0.00 Current tax $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Less current retainage $8,829.05 Changes approved In prevIous Current amount due months bv Owner $79,461.45 Total approved this Month Remaining contract to bill $1,146,612.55 TOTALS . NET CHANGES bY Change Order I hereby certify that the work performed and the materials supplied to date, as shown on the above represent the. actual value of the accomplishment under the terms of the Contract (and all authorized changes thereof) between the undersigned and the Tri-Bar Ranch Company, Ltd. relating to the above referenced project. I also certify that the contractor has paid all amounts previously billed and paid by the owner. . , CONTRACTOR: Select Building Systems, Inc. State Of Texas . County Of Kendall By: ~ ------ __ Subscribed and' sworn to before me this day of _ - - - - - . .....

Date:_~ _ _~ _ Notary Public My commission expires: SBS 0491

o () l) Los Cenitos Hangar Cost Worl{sheet Draw on AlA forms (3 Originals) SOY Change Revised Total Costs Draw # I Phase Code ltem# Budget Orders BUd£let To-Date Costs 15-400 40 Plumbing 54,750.00 54,750.00 19,000.00 19,000.00 15-500 41 HVAC 28,437.00 28,437.00 0.00 11-999 42 Big Ass Fans 15,600.00 15,600.00 0.00 16-010 43 Electrical 128,800.00 128,800.00 19,180.00 19,180.00 Contractor's Fee 90,820.00 90,820.00 6,539.04 6,539.04 TOTALS $1,226,074.00 $0.00 $1,226,074.00 $88,290.50 $88,290.50 Percent ofCost Complete $1,135,254.00 $81,751.46 7.20%

......

SBS OSn.1

( \ \ ) '---~ () \ / REQUEST FOR PA .....NT DETAIL Project: 1378 1 Los Cerritos Hanger Invoice: 137800001 Invoice: 137800001 Period Ending Date: 7/31/2012 Page 2 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Amount Balance Work This Period Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 Project Superintendent . 48,000.00 Project Management 10,000.00 1,156.23 1,156.23 11.56 115.62 Temporary Facilities/Equipment 9,000.00 Other General Conditions 3,000.00 Travel 12,000.00 115.23 115.23 0.96 11.52 General Liability Insurance 4,904.00 Builder's Risk Insurance 1,840.00 Casual Labor 1,00000 Final Cleaning 1,800.00 Debris Removal 3,500.00 m 12 Surveying & Staking 1,000.00 >< ::I: 13 Site Utilities 17,500.00 IlJ 14 Foundation - 12" Thick 140,000.00 40,300.00 40,300.00 28.79 4,030.00 -I 15 Concrete Paving & Curbs 71,000.00 ~ 16 Mezzanines 3,800.00 Concrete Staining 18,000.00 Masonry - CMU 51,000.00 Masonry - Stone 44,000.00 Misc Metals 1,000.00 Rough Carpentry 8,000.00 Cabinets & Millwork 14,150.00 Finish Carpentry 1,500.00 Cedar Plank Cladding 24,000.00 Insulation & Fire Stopping 2,500.00 Caulking & Sealants 2,500.00 Metal Doors & Hardware 3,600.00 Storefront & Windows 4,520.00 Wood Doors & Hardware 1,300.00 Overhead Door - 14' 3,250.00 Metal Stud & Drywall System 5,000.00 Paint 17,500.00 Suspended Ceilings 6,300.00

SBS 0492 REQUEST FOR PP . NT DETAIL Project: 1378 1 Los Cerritos Hanger Invoice: 137800001 Invoice: 137800001 Period Ending Date: 7/31/2012 Page 3 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Camp Amount Balance Work This Period Ceramic Tile 2,500.00 Carpet & Cove Base 5,000.00 Fire Extinguishers & Cabinets 1,000.00 Toilet Accessories 1,500.00 Metal Building & Hangar Doors 353,203.00 Stairs 6,000.00 Plumbing 54,750.00 19,000.00 19;000.00 34.70 1,900.00 HVAC 28,437.00 Big Ass Fans 15,600.00 Electrical . 128,800.00 19,180.00 19,180.00 14.89 1,918.00 Contractor's Fee 90,820.00 6,539.04 6,539.04 7.20 653.91

SBS 0493

Totals 1,226,074.00 88,290.50 88,290.50 8,829.05 i:!iSBS COI'-lSTRUCTIOt'-l • DEVELOPMEI'-lT P.O. Box 780849 San Antonio, TX 78278-0849

Tri-Bar Ranch Company, Ltd.

Los Cerritos Hangar County Road 41 0 Uvalde, TX

Draw. # 1 July31,2012

Schedule of Value Item # 14

-Foundation 12// Thick $ 40,300.00

SBS 0494 Scenic Loop Rd., Boerne, TX 78006 830.981.5929 Phone f,M Fax 830.981.5308

EXHIBIT 1 Jul 25 12 03: 18p Ace Concrete Co 8306083488 p.3

. ~ ' , ......n.;'.J..Vl"'; .-_;:r::~.J...· .r.aJ.'fLJ \....,!:.,r,.!..J.zJ.\....._"1..J..!:.J .r:ur'.. . !:.t"".... .l.t J,Sn.l

..t'v.: ::;~~.c.;C'J '::>'Ul~DING 5l-S~;i.vjSI :i:NCw F.O .. :3GL~ 'iouo4~ ~Ai~ lu~TONI 0, :LE:~J.;oL5 'i 0 L'7 0 -Go 4 ~ FROi-1; Ace Com:rete Co S.IH 35 Suite M Nt::w B(;1Unl&ls TX 78130

PROJECT; L~.s Cervi:lM.su ~~fr DATE; :rt!l..\~ 2$ \2..612- Draw # or Invoice # _----.l2~.~4;.~'"'"' .. ~"":,,....l.\_-=:=.... ~.

1. ORIGINAL CONTR~CT Al"iOUNT . . . • $---=Z~tlu,..I•..!!!!.'S-=..5-=D...!!-._ _ 2. NET CHANGE EX CHANGE ORDERS. $_-_·~~O~··~·.'-"= ___

3. CONTRACT SUl'1 TO DATE • $~Zo:....\~l......._5..w:5~04__ ....._ _ 4. TOTAL COMPLETED TO DATE. p:::..;0:::..0~0;!. • $_........;...A...!-.O=:;........ _ S. LESS 10% RETAINAGE . .• ·=<p~··0~,~ • f?t.,,--_=c,l;@= ) 6. LESS PREVIOUS NET REQUESTS .$( -0 -- J u 7. NET. . .' . . . • $ '5~>.J,;.l.e.e...e.l::...rvo...!:. ~.':':-'....- _ e- 8. GROSS AMOUNT THIS DRAW 0 • o $_ _Lt..!..:O=....:2=O=O::....··~_. _ 9. LESS 10% RETAINAGE .• 0 • .$ (_ _4...::..;:;..O..,...?..:::O--::--~_ 10. NET DUE THIS DRAW . . • .$~:a •.. ~~z......:'1~O_O-'...:-' _ ......"(;....;:

SIGNATURE :------....--------ft - DESCRIP.T ....J..0. " O.F . WO.RK:?7C .•.• ' . tJ.·.hft!\r'M £ ~~ VJolk.~. ¥Z..=fA.o MCUlf(! f1h~ t .

EOR SBS DSE;ONL¥ Cornrnitln,...ont ~ 2'Z..

Job :Ii- .IA. (30 ";' 1!S .. $'- PhaseC£t:30-Q Cat ~C> '" ]I..mount"fo. ~ Retaina9~' •. ZOP!Y SBs.oraw A'pJi)r'-oval;!),. * . _~.~ ,.fl.,.... _

Page 19 of 24 or Select Building Systems, Inc. Subcontract SBS 0495 (~ \,-~ EXHIBIT 1 =10 ~ ~ e B~=J1I;;l\!J~ CONSTRUCTIOt'1 e DEVELOP/\!lEI'1T P.O. Box 780849 San Anlonio, TX 78278-0849

Tri-Bar Ranch Company, Ltd.

Los Cerritos Hangar County Road 410 Uvalde, TX

Draw # 1 July 31, 2012

Schedule of Value Item # 40

Plumbing $ 19,000.00

>.'

SBS 0496 Scenic Loop Rd., Boeme, TX 78006 830.981.5929 Phone ~M Fax 830.981.5308

EXHIBIT 1 EXHI3I T f1 D-.1 " ]QPLIChTION AND CERTI?ICATEFOR PAY1'1ENT TO: S.:2L2CT BUILDING SY.3TE:1VJS I INC. ? . 0 . 30X 78.0.84 9 . SJ'J\I pJ~TONIO, 'TEXAS 78278-0.849 FROli1: (~;i!W=J ill~. 1~&tA!CIt:/..

PROJECT: ,jp.:ff ·a~/ea;s- .~A/~JS!?--- DATE: .t;/~/;·-;lDr:Vl# Jf or Invoice # QRIG:r.NAI" CONTRACT AMOUNT, .

2. .NE':I' CHPJ~GE BY CHAN·GE 'ORDERS.

3. CONTRACT 5U1'1 TO DA.TE .TOTAL COMPLETED TO DATE.

LESS 1.0% RETAIlgAGE LESS PREVIOUS NET REQUEST3 ~NET _

8. GROSS AMOUNT, T.HIS DRAW 9. LE$S 10% RETf.,;Il'iiAGE 10. .NET DUE T.RI S pPJ;~:iI.

.FOIl S'aS .O:SE.ONL'.I'

T'8ge 19 of24 ofSelec, Building Systems, Inc. Subcontract SBS 0497 EXHIBIT 1 CONTINUATION SHEET - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - ~-.-- ,\I'I'L1C.\'IIClI. llXI t: I'FP,II \1) '1 I,', WORK. (Or-WI-GTE\) [--'-, sov TLll/,1. I lTliH SClIEDUl.EO PROM PREVIOUS COMl'lF.J ;;f) 11\1 ,'liT # IJESCI1.IJYrION Or- WORI< VAl.UE A[lPLIeA TlOt~S TillS I'ERIOD TO DAlE l'OkU'l.IHE IlJrl~~I':':-lf HI~I \1::.\IJ[

rt1J _\.."' (.1-' " -5.- ~ I I ", -~- -- - .~ pl~--1---------I-----I------1-----+-----+----- .. -._~L.-= __I ~I-,'--l-------...,--f-----II-----.I-----I-----+---~----I; .....I

! !

I---I-------j~-'I---I--_j_-__t~._t----,.I--.---=--I I

~-~~~-~-~~~-,~--f-~·-- ---~:~~ ::l'

1-'--1'-----------/------)------+------11-------,--- •• I I 1--I--------l---,....~--'---Ir---__r----i---!-c-------,' I ~-~-~--~-~---~·--~~I--~-~----I--·,~· l -~t L-_..L... TOTALS ..!-... -'-- ....-JL- -'-- ~ ,_., .. i --' (""I

SBS 0498 i~ SBS CONSTRUCTION • DEVELOPMENT P.O. Box 780849 San Antonio, TX 78278-0849

Tri-Bar Ranch Company, Ltd.

Los Cerritos Hangar County Road 410 Uvalde, TX

Draw # 1 July 31 , 201 2

Schedule of Value Item # 43

Electl-ical $ 19,180.00

SBS 0499 Scenic Loop Rd., Boerne, TX 78006 830.981.5929 Phone roM Fax 830.981.5308

EXHIBIT 1 Application and Certificale for Payment Page 1 To: SBS Construction Inc. Project: Los Cerritos l'langer Application No: Scenic Loop Rd Boerne, TX 78006 Period To:' 07/31/12 From: Robertson Electric, Inc: Via (Architect): Arch Project No: o Derrick Dr. GC Project No: C12-124 Humble, TX 77338 (281) 441-1304 Contracl For' S128,BOO 00 Contract Dale: 5 - Feb - 06 Contraclors Applio"Upo for Payment Application is made for payment, as showobeJow;lhoonneclion with the contract Change Order Summary Change Orders Approved In Additions Deductions I Continuation sheet attached.

1. Original Contract Sum................................_........................ $128.800.00 Previous II/lonths By Owner 2. Net Change by Change Orders............................................ $0.00 Tolal 0.00 0 3. Contract Sum To Dale (line 1 +1- 2) ..................................... $128,BOO.00 Approved This Month 4. Tolal Completed and Stored To Date.................................. $19,180.00 Il'Ivmoer IpaTe Approvea (Column G) Pending 0.00 5. Retalnage: I, a. 10.0% of completed work $1,918.00

t·JetChange By Totals Ch<lrlQe Orders 0.00 a . : (Column D + E) b. 0.15% of stored ma!erials $0.00 0.00 0.00 (Column 'F) I Total Retalnage (line 5a + 5b or Total in Column I) , . $1,918.00 CERTIFICATE OF THE SUBCONTRACTOR: J hereby certify that the work 6. Total Eamed Less Retailiage .. $17,262.00 performed and Ule materials supplied to data, as shawn on the (Line 4 less line 5 total) above, represent the actual value o! accomplishment unclar Ihe terms 7. Less Previous Billed .. $0.00 of Ihe Conlract (and all authorl:l:ed changes th!,reto) between the undersigned and SBS Construction, Inc',reJating to the above 8. Current Payment Due . $17,262.00 re!erenced project. 9. Balance 10 Finish Plus Relainage . $111.538.00 I also certify lhal payments, less applicable retention. have been made , AMOUNT DUE THIS REQUEST (Line 8) $17,262.00 (hrough the period covered by previous payment received from the .f contractor. to (t) all my subcontractors (sub-contractors) and (2) for all materials and labor used in or in connection with the periormance of the Conlract. I further certify I haye complied with Federal, State. and Local laws, InclUding Social Security laws and Unemployment compensation Date: 7/20/2012 laws and Workmen's Compensation Laws insofar as applicable, to the parl'ormance of this Contrac!.

Conditioned only upon payment of the amounl of this request, and In order Slate of TX County of Harris lo induce such payment, the undersigned does hereby waive, release, and Subscribed and sworn before me this _th day of - _ relinquish all claim or right oJ lien which the undersigned may now have upon the premises above described, and unde/signed further prom~ses Notary Publlc:. _ indemnify and hold harm·less lhe Owner and Contraclor from any liens o~ claims of lien of any and all parties rOf the furnIshing of labor, materials My Commission explres:'--_..:..... _ SBS 0500 or services •. ::: ".: oroJect for, by or through the undersigned, or any of its subconlJa. :. :: ',uppllers through and including the date of this request.

Robertson Electric. Inc. Pag::.to' 5 Derrick Dr. Humble. TX 77338 281-441-1304

Application and Certificate for Payment Los Cerritos Hanger Application No: 1 Contractor's signed certificate is attached. Project Nd. Applicalion Date: 07/20/12 In tabulations below. amount are staled to the nearest dQllar. C12-124 Period To: 07/31/12 Architecls Project No: A 8 c D e: F H J Item Descnplion of Work Sclledule Work Compleled(D+E) Total Value From This Material; Completed Previous Period Presenlly And Slored PeF.... -t}~ Balance Relainage Aoollcalions Stored' To Dale (GIC) To Finish o5urancefMobilizalionisubmitai $12;800 0.00 7,68ll;OO 7.660 '60~~ 5;120 768 Slab Rouch-in $11.500 0> O! l1S001OO ·.'11~500 10 ,. t5,i 0 f15~ OisttibulionIFeedElfs $13000 0: 0 0.00 () 0% 13000 0 UG SaO/ice Conduit $5.000 0.00 0.00 o 0% 5:000 0 Liriht Flldim:i1lnslali S32.000 0.00 O~OO. o 0% 32,000 0 ~ 6 GesrlElluioment install $14000 0.00 0.00 o ,.

0·' 14000 0 :::I: 7 Branch Conduit and Wire $:37 DOe 0.00 0.00 o 0%: 37000 0 ....

OJ -I 8 Temporary. Power $2:500 0.00 0.00 O·~ 2500 0 ....: DeviceTrirn Out $1.000 0.00 0.00 t. o 03/0 1000 () 10 I $0 0.00 0.00 o OOL 'D 0 0 11 :1>0 0:00 0.00 0% 0 0 SO 0.00 0.0.0 Q 0% ~ c TOTAL $128,800 tl.OO 19180.00 0:00 19.1$0 15% 109..620. 1;118 Submil1ed By: ~ ."'1'i.~ Tille: ~kettsorl Dale 712012012

SBS 0501 Los Cerritos Hangar Cost Worksheet Draw on AlA f!ll'nls (3 Originals)

SOY Change Revised Total Costs Draw# I Phase Code Item # .Budget Orders Budget To-Date Costs I rvJobilization 2,000.00 2,000.00 0.00 01-041 2 Project Superintendent 48,000.00 48,000.00 0.00 01-012 3 Project Management 10,000.00 10,000.00 3,156.23 3,156.23 01-500 RE / TPE 4 Rental of Temporary Facilities, Equipment, etc. 9,000.00 9,000.00 0.00 01-500 EXP 5 Other General Conditions Costs 3,000.00 3,000.00 0.00 \7-001 6 Travel 12,000.00 12,000.00 1\5.23 115.23 01-760 GL 7 General Liability Insurance 4,904.00 4,904.00 0.00 01-760 BR 8 Builder's Risk Insurance 1,840.00 1,840.00 0.00 01-545 CL 9 Casual Labor 1,000.00 1,000.00 0.00 01-710 SUB 10 Final Cleaning 1,800.00 1,800.00 0.00 01-545 DEB 11 Debris Removal 3,500.00 3,500.00 0.00 01-330 12 Surveying & Staking 1,000.00 1,000.00 0.00 02-732 SAN /02-665 FIR 13 SiLe Utilities 17,500.00 17,500.00 0.00 03-300 FOU 14 foundation 12" thick 140,000.00 140,000.00 40,300.00 40,300.00 ~ 02-520 PAY 15 Concrete Paving & Curbs 71,000.00 71,000.00 0.00 J: 03-300 MEZ 16 Mezzanines 3,800.00 3,800.00 0.00 m 03-300 sm 17 Concrete Staining 18,000.00 18,000.00 0.00 =i 04-001 CMU 18 Masonry - CMU 51,000.00 51,000.00 0.00 ~ 04-001 STO 19 Masonry - Stone 44,000.00 44,000.00 0.00 05-500 20 Misc Metals 1,000.00 1,000.00 0.00 06-110 21 Rough Carpentry 8,000.00 8,000.00 0.00 06-410 22 Cabinets & Millwork 14,150.00 14,150.00 0.00 06-200 23 Finish Carpentry 1,500.00 1,500.00 0.00 06-115 24 Cedar Plank Cladding 24,000.00 24,000.00 0.00 07-200 25 Insulation & Fire stopping 2,500.00 2,500.00 0.00 07-900 26 Caulking & Sealants 2,500.00 2,500.00 0.00 08-101 27 MetalDoors & Hardware 3,600.00 3,600.00 0.00 08-410 28 Storefront / Windows 4,520.00 4,520.00 0.00 08-201 29 Wood Doors & Hardware 1,300.00 1,300.00 0.00 08-331 30 Overhead Door-14' 3,250.00 3,250.00 0.00 09-111 31 Metal Stud / Drywall System 5,000.00 5,000.00 0.00 09-900 32 Paint 17,500.00 17,500.00 0.00 09-511 33 Suspended Ceilings 6,300.00 6,300.00 0.00 09-301 34 Ceramic Tile 2,500.00 2,500.00 0.00 09-680 35 Carpet & Cove Base 5,000.00 5,000.00 0.00 10-522 36 Fire Extinguishers & Cabinets 1,000.00 1,000.00 0.00 10-800 37 Toilet Accessories 1,500.00 1,500.00 0.00 13-121 38 Metal Building - Including Hanga:· Doors 353,203.00 353,203.00 0.00 05-510 39 Stairs 6,000.00 6,000.00 0.00 SBS 0502 DEFENDANT1S . EXHIBIT t •

Document G702™ - 1992 Application and Cerlificate for Payment TO OWNER: Tr-Bar IDuloh Company, Ltd. PROJECT: Los Cel'rit!llillilriger APPLICATION NO: 002 Distribution to: 10101 Reunion Place, Ste 1000 County Road 410 PERIOD TO: August 31, 2012 OWNER: San Antonio, TX 78216 Uvalde, TX CONTRACT FOR: General Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03, 2012 CONTRACTOR: X CONTRACTOR: 17 Scenic Loop Rd. ARCHITECT: 222 Austin Hwy. PROJECT NOS: SSE /12/ 013 Boerne, TX 78006 San Antonio, TIC 78209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractorllert!fiestblit to'thebest of the Cop.tractor'skI!owledge, information and beliefthe Work covered by this Application for Payment hasbeenCODlp)eted in accordance with the Application is made for payment, as shown below, in connection with the Contract. Contract Documents, thatanafD9l,illlshavC'~'Jl8id iJy:thllContraetortbr Work for which previous Continuation Sheet, AIA Document G703, is attached. Certificates for ·Payment W!lfC issull.dllDd paymentsre<:eivedfrom the Owner, and that current 1. ORIGINAL CONTRACT SUM ",••••""" "'""" "" '"".." "" """" $ 1,226,074.00 payment shown h ' due.

2. NET CHANGE ElY CHANGE ORDERS $ --"0;;,.:.0;.:.0 3. CONTRACT SUM TO DATE (Line 1 ± 2) $ 1,226,074.00 4. TOTAL COMPLETED & STORED TO DATE (Colunm G on G703) " $_--:2:.:0..:c8,,,,,85::,,:2.:::3,,,,2 5. RETAINAGE: County of: Kendall a. ~%ofCompleted Work Subscribed and sworn to b(; (Column D + E on G703) $_ _--=2:.;:0>.::,8.:.;85:.;.:.2;;;;.3 me this 7~ . day of oe.('7e...-.lI="'iItl!~ JOHIi ({. MAYWALD b. _0__% of Stored Material MY COMMISSION EXPIRES (Column F on G703) $ --"0;;,.:.0;.:.0 Notary Public: Noven-ber 27,2015 Total Retainage (Lines 5a + 5b or Total in Column IofG703) " $_ _....:2"'0'"',8~8"'5c::::.2::=;3 My'Co~~' ~>7~ ~ 6. TOTAL EARNED LESS RETAINAGE $_--=1.::.;87"",,9:.;::67.:.:.0=9 ARCHircrs CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 Total) In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT " "._ '". $_ _7;,.=:9J;;,4.::.;61:.;.,;.4~5 information and beliefthe Work has progressed as indicated, the quality ofthe Work is in accordance (Line 6 from prior Certificate) with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT B. CURRENT PAYMENT DUE .." " ".." " 1_$__IO_8'-,5_05_.6 ~ CERTIFIED.

9. BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED :.. $~'":"'"""~ _ _~_ (Line 3 less Line 6) $_ _...:I.L:!0:.::.3~8,:.::.10;.,;6;,;;;.9. .:1 (Attach e;<planalion if amoW7t cerrified differs from the amount applied. Initial allfigures on this Application and on the Continualion Sheel that are changed 10 COliform with the amounl certified.)

HANGE ORDER SUMMARY ADDITIONS DEDUCTIONS ARCHITECT: atal changes approved in previolls months by Owner $ 0.0 $ O.OC By: ' Date: _ otal approved this Month $ 0.0 $ O.OC TOTALS $ This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor 0.0 $ O.OC named herein. Issuance, payment and acceptance of payment are ~~thout prejudice to any rights of NET CHANGES by Chanjte Order $ O.()C the Owner or Contractor under this Contract.

SBS 0504 ~1""DO¥ulflent GJQ2'iM ..,,18l!~~Pl'l!9~I01SS3. 1~.1l!El5, 11171. 19711, 1l1~SGlid 1992 by The Ametl<:iill k1sUlU\Ool.o)leli](eaa. All "gll~f'jl ••I"1.r;I. W.ARNING: ThlsAlA" allculflentlspratlleled by U.S. PQPytl9~tLawa"~lnlellla~c!pal T",a,tlll$o Unaulba~!If'jl"rodua.tllln or !IlStrlbupOn O,fthls AJA'" DoculJl!tlll, or any paitlan.of It, may ..suit In seve", cMI and crimInal. penallle$,lIfId will be prQSllcuted to the mp1mum exlentpo~slble under the law. ThIs docilrnent wasprod\Jc:ed IlY AlA sollWale III 10:26:10 on 0910T12012undefOrder Na.3477.16011lUwhlch ~lrnon05J1712013.and Is not for r~e.

User N o t e s : ( 1 1 3 ~ 8 1 2 3 7 ) .C

AlA Document G703" - 1992 Continuation Sheet AlA Document, (:iV02'M"'1992, Application and Certification for Payment, orG73'6"f&L2<i09, APPLICATION NO: 002 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, APPLICATION DATE: 08/31/2012 containing Contractor's signed certification is attached.

In tabulations below, amounts are in US dollars. PERIOD TO: 08/31/2012 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO' SSE-I2-013 A B C D E F G H I WORK COMPLETED' TOTAL MATERlALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRlPTION OF SCHEDULED PRESENTLY % PREVIOUS· AND STORED TO FINISH (IF VARlABLE .

NO. WORK VALUE THIS PERlOD STORED (G+C) APPLICATION DATE (C- G) RATE) (NOT IN D OR E) (D+E) (D+E+F) II Mobilization 2000.00 2000.00 0.00 0.00 2000.od 100.00 % 0.00 0.00 Project 2 Superintendent 48000.00 0.00 0.00 0.00 0.00 0.00% 48000.00 0.00 3 'P[oi¢ctManall:~elit 10,000.00 1 156.23 3,491.55 0.00 4647.78 46.48 % 5,352.2Z 0.00 ~ental ofTemporary Facilities, Equipment, 4 etc. 9,000.00 0.00 351.81 0.00 351.81 3.91 % 8648.19 0.00 Other General 5 Conditions Costs 3,000.00 0;00 417.92 0.00 417.92 13.93 % 2,582.08 0.00 6 Travel 12,000.00 115.23 624.91 0.00 740.14 6.17% 11 259.86 0.0<il General Liability 7 Insurance 4,904.00 0.00 4,904.00 0.00. 4,904.00 100.00 % 0.00 0.00 Builder's Ris~ 8 Insurance 1,840.00 0.00 188.82 0.00 188.82 10.26 % 1,651.18 0.00 9 Casual Labor 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 10 Final Cleaning 1,800.00 0.00 0.00 0.00 0.00 0.00% 1 800.00 0.00 11 Debris Removal 3,500.00 0.00 0.00 0.00 0.00 0.00% 3,,500.00 0.00 12 Surveying &. Staking 2,177.5Q 0.00 2,177.50 0.00 2,177.50 100.00 % 0.00 0.00 13 Site Utilities 16,322.50 0.00 0.00 0.00 0.00 0.00% 16,322.50 0.00 14 Foundation 12" thick 140,000.00 40,300.00 99380.00 0.00 139680.00 99.77% 320.00 0.00 Concrete Paving &.

IS Curbs 71,000.00 0.00 0.00 0.00 0.00 0.00% 71,000.00 0.00 16 Mezzanines 3,800.00 0.00 0.00 0.00 0.00 0.00% 3,800.00 0.00 17 Concrete Staining 18,000.00 0.00 0.00 0.00 0.00 0.00% 18000.00 0.00 AlA Document G703'" -1992. Copynghl © 1963, 1965. 1966. 1967,1970, 1976, 1963 and 1992 by The Amenean Inslolute of Archilects. All rights reserved. WARNING. Th.sAlAIl Document Is protected by U.S. o Copyright Law and International Treaties. Unauthorized reproductlQn or dis1tribution of this AJA Document, or any portion of it, may result in severe cIvil and criminal penalties, and will be prosecuted to 1 the maximum extent possible under the Jaw. This documenl was produced by AlA software at 10:31:00 on 09/0712012 under Order No.3477160119_1 Which expires on 05117/2013, and is nol for resale.

User Notes: (1516451631) SBS 0505

o (~) ·n A B C D E F G H I WORK COMPLETED TOTAL MATERlALS FROM COMPLETED BALANCE TO RETA1NAGE ITEM DESCRlPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARlABLE NO. WORK VALUE THISPERlOD STORED (G+C) APPLICATION DATE (C -G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 18 Masonry - CMU 51,000.00 0.00 0.00 0.00 0.00 0.00% 51,000.00 O.oq 19 Masonry· Stone 44,000.00 0.00 0.00 0.00 0.00 0.00% 44000.00 0.00 20 Mise Metals 1,000.00 0.00 97.70 0.00 97.70 9.77% 902.30 0.00 21 Rough Carpentry 8,000.00 0.00 0.00 0.00 0.00 0.00 % 8000.00 0.00 22 Cabin~ts& Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 23 Finish Carpentry 1,500.00 0.00 0.00 0.00 0.00 0.00% 1500.00 0.00 24 Cedar Plank Claddine 24,000.00 0.00 0.00 0.00 0.00 0.00% 24,000.00 0.00 Insulation & Fire 25 stopping 2500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 26 Caulking & Sealants 2500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 MetaIDoors & 27 Hardware 3,600.00 0.00 0.00 0.00 0.00 0.00% 3600.00 0.00 28 Storefront I Windows 4,520.00 0.00 0.00 0.00 0.00 0.00% 4,520.00 0.00 Woor} pQors & 29 Hardware 1,300.00 0.00 0.00 0.00 0.00 0.00% 1,300.00 0.00 30 Overhead Door-14' 3,250.00 0.00 0.00 0.00 0.00 0.00% 3,250.00 0.00 Metal Stud I Drywall 31 System 5,000.00 0.00 0.00 0.00 0.00 0.00% 5 000.00 0.00 32 Paint 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 33 Suspended Ceilings 6,300.00 0.00 0.00 0.00 0.00 0.00% 6,300.00 0.00 34 Ceramic Tile 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 35 Carpet & Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers & 36 Cabinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 Metal Building - Including Hangar 38 Doors 353,203.00 0.00 0.00 0.00 0.00 0.00% 353,203.00 0.00 39 Stairs 6 000.00 0.00 0.00 0.00 0.00 0.00% 6 000.00 0.00 40 PlumbinE: 54,750.00 19,000.00 0.00 0.00 19,000.00 34.70 % 35,750.00 0.00 AlA Document G703'" -1992. Copyngh\© 1963. 1965,1956,1967,1970,1978,.1983 and 1992 byTheAmencan Inslitute of Archllects. All rights reserved. WARNING: This AlA" Documenlls protecled by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA~ Document, or any portion afit, may result in severe civil and criminal penalties, and will be prosecuted to 2 lhe maximum extenl possible under the law. This document was produced by AlA software a( 10:31:00 on 0910712012 under Order No.3477160119_1 which expires on 05117/2013, and is not for resale.

User Noles: (1516451631) SBS 0506 A B C D ET f G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % NO. VALUE PREVIOUS AND STORED TO FINISH , (IF VARIABLE WORK THIS PERIOD STORED (G+C) APPLICATION (NOT IN D OR E) DATE (C-G) RATE) (D+E) (D+E+F) 41 HVAC 28,437.00 0.00 0.00 0.00 0.00 0.00% 28,4;37.00 0.00 42 BiR Ass Fans 15600.00 0.0(1 0.0(\ 0.00 0.00 0.00% 15,600,OQ 0.00 43 Electrical 128,800.00 I9,180.0() 0.00 0.00 19,180.00 14.89 o/c 109620.00 O.O() 44 Contractor's Fee 90,820.00 6,539.04 8,947,61 0.00, 15466.65, 17,03 % 75,353.35, O.OQ 0.00 0.00 0.00 0.00 0.00 0.00% o.od 0.00 GRAND TOTAL $1,226,074.00 $8S,290.:50 $120 561.8~ $0.00 $208,852.32 17.03 % SI,OI7221.68 $0.00

SBS 0507

AlA Dooument G703"" -1992. Copyright © 1963. 1965. 1966,1967,1970,1978.1963 and 1992 by The American Institute of Archilecls. All rights reserved. WARNING: This AlA" Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of It, may result In severe civil and criminal penalties. and will be proseculed to 3 the maximum extent possible under the law. This dooument was produced by AlA sOflware aI10:31:00 on 09107/2012 under Order No.3477160119_1 which expires on 05/17/2013, and Is not for resale.

User Notes: (1516451631)

u ( )'- CONTRACTOR RELEASE FORM CONDITIONAL WAIVER AND RELEASE UPON PAYMENT

Upon receipt by Select Building Systems, Inc. of a check fro111 the Owner in the sum of One Hundred Eiwt Thousand EiveHundred Five &. 64/100 Dollars ($ 108.505.64) payable to Select Building Systems, Inc., and when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this document becomes effective to release any mechanic's lien, ~ll1Y state or federal statutory bond right, any private bond right, any claim for payment and any rights under any similar ordinallce, rule or statute related to claim or payments rights for persons in the l.U1dersigned's position, that the l.U1dersigned has on the job of Los CelTitos HanQar located at Count" Road 410.

Uvalde, TX to the following extent. This release covers a complete payment for labor, services, equipment, and/or materials fUl11ished to the job site or to Select Building Systems, Inc. or one of its subcon1Tactors or suppliers through August 31. 2012 only, and does not cover any retention or items fumished after said date.

Before any recipient of the document relies on it, said party should verify evidence of payment to the undersigned.

The wldersigned WalTants that he either has already paid or will use the monies he receives from this payment to promptly pay in full all of his laborers, subcontractors, materialmen alId suppliers for all work, materials, equipment and/or services provided for or to the above referenced project up to the date ofthis waiver.

Jaw: #Z By: David L. Morgall, Title: Executive Vice President The above person has personally appeared before me 011 tlus date, and is 1<110111'n to me as all officer or .owner of the corporation or business referred to above, and I have witnessed Ius signatm-e.

Nanle ofNotalY: Notal")' Signatm-e: Date: Place Notary Seal Here: JOHNC.MAYWALD MY COMMISSION EXPIRES November 27, 2015

SBS 0508 EXHIBIT 2 REQUEST FOR PAYMENT -j

From: Select Building Systems, Inc. To: Tri-Bar Ranch Company, Ltd. Invoice: 137800002 P. O. Box 780849 10101 Reunion Place, Ste 1000 Invoice: 137800002 San Antonio, TX 78278-0849 San Antonio, TX 78216 Invoice date: 8/31/2012 Period ending date: 8/31/2012

Contract For: Request for payment: Original contract amount $1,226,074.00 Approved changes $0.00 Project: 1378 Revised contract amount $1,226,074.00 Los Cerritos Hanaer . Contract completed to date $208,852.32 Contract date: 5/17/2012 Add-ons to date $0.00 Taxes to date $0.00 Architect: Less retainage $20,885.23 ~ Total completed less retainage $187,967.09 Scope: :I: Less previous requests $79,461.45 III Current request for payment $108,505.64 -I Current billing $120,561.82 I\) Current additional charges $0.00 Current tax $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Less current retainage $12,056.18 Changes approved In prevIous months bv Owner Current amount due $108,505.64 Total approved this Month 1,177.50 -1.177.50 Remaining contract to bill $1,038,106.91 TOTALS 1177.50 -1177.50 NET CHANGES by Change Order I hereby certify that the work performed and the materials supplied to date, as shown on the above represent the actual value of the accomplishment under the terms of the Contract (and all authoriZed changes thereof) between the undersigned and the Tri-Bar Ranch Company, Ltd. relating to the above referenced project. I also certify that the contractor has paid all amounts previously billed and paid by the owner.

CONTRACTOR: Select BUilding Systems, Inc. State Of Texas County Of Kendall By: ----- _ Subscribed and sworn to before me this day of • _ Oate: _ Notary Public My commission expires:

SBS 0509

u REQUEST FOR PA NT DETAIL Project: 1378 1 Los Cerritos Hanger Invoice: 137800002 Invoice: 137800002 Period Ending Date: 8/31/2012 Page 2 of 3 Pages

Item ID Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Camp Balance Amount Work This Period Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 Project Superintendent 48,000.00 Project Management 10,000.00 1,156.23 3,491.55 4,647.78 46.48 464.78 Temporary Facilities/Equipment 9,000.00 351.81 351.81 3.91 35.18 Other General Conditions 3,000.00 417.92 417.92 13.93 41.79 Travel 12,000.00 115.23 624.91 740.14 6.17 74.01 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 Builder's Risk Insurance 1,840.00 188.82 188.82 10.26 18.88 Casual Labor 1,000.00 10 Final Cleaning 1,800.00 11 Debris Removal 3,500.00 ~ 12 Surveying & Staking Site Utilities 2,177.50 16,322.50 2,177.50 2,177.50 100.00 217.75 ~ 14 Foundation - 12" Thick 140,000.00 40,300.00 99,380.00 139,680.00 99.77 13,968.00 to =i 15 Concrete Paving & Curbs 71,000.00 I\) 16 Mezzanines 3,800.00 17 Concrete Staining 18,000.00 18 Masonry - CMU 51,000.00 19 Masonry - Stone 44,000.00 20' Mise Metals 1,000.00 97.70 97.70 9.77 9.77 21 Rough Carpentry 8,000.00 22 Cabinets & Millwork 14,150.00 23 Finish Carpentry 1,500.00 24 Cedar Plank Cladding 24,000.00 25 Insulation & Fire Stopping 2,500.00 26 Caulking & Sealants 2,500.00 27 Metal Doors & Hardware 3,600.00 28 Storefront & Windows 4,520.00 29 Wood Doors & Hardware 1,300.00 30 Overhead Door - 14' 3,250.00 31 Metal Stud & Drywall System 5,000.00 32 Paint 17,500.00 33 Suspended Ceilings 6,300.00

SBS 0510 · .

REQUEST FOR PP ::NT DETAIL Project: 1378 1 Los Cerritos Hanger Invoice: 137800002 Invoice: 137800002 Period Ending Date: 8/31/2012 Page 3 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work This Period Ceramic Tile 2,500.00 Carpet & Cove Base 5,000.00 Fire Extinguishers & Cabinets 1,000.00 Toilet Accessories 1,500.00 Metal Building & Hangar Doors 353,203.00 Stairs 6,000.00 Plumbing 54,750.00 19,000.00 19,000.00 34.70 1,900.00 HVAC 28,437.00 Big Ass Fans 15,600.00 Electrical 128,800.00 19,180.00 19,180.00 14.89 1,918.00 Contractors Fee 90,820.00 6,539.04 8,927.61 15,466.65 17.03 1,546.67

SBS 0511

Totals 1,226,074.00 88,290.50 120,561.82 208,852.32 20,,885.23

() I \~----./ ) Los Cerritos Hanga," Cost WOI'[csheet Draw on AlA forlt1s (3 Originals) 8/31/2012 SOV Reallocation Owner Revised Total Costs Draw # 2 Phase Code Item # Budget Change Orders Change Orders Budget To-Date Costs 1 Mobilization 2,000.00 2,000.00 2,000.00 0.00 01-041 2 Project Superintendent 48,000.00 48,000.00 0.00 01·012 3 Project Management [0,000.00 [0,000.00 4,647.78 3,491.55 01-500REITPE 4 Rental of Temporary Facilities, Equipment, etc. 9,000.00 9,000.00 351.81 351.8 [ 01·500 EXP 5 Other General Conditions Costs 3,000.00 3,000.00 417.92 417.92 17-001 6 Travel [2,000.00 12,000.00 740.14 624.9[ 01-760 GL 7 General Liability Insurance 4,904.00 4,904.00 4,904.00 4,904.00 01·760 BR 8 Builder's Risk Insurance 1,840.00 1,840.00 188.82 188.82 01-545 CL 9 Casual Labor 1,000.00 1,000.00 0.00 01-710 SUB 10 Final Cleaning 1,800.00 1,800.00 0.00 01·545 DEB II Debris Removal 3,500.00 3,500.00 0.00 01-330 [2 Surveying & Staking 1,000.00 1,177.50 2,177.50 2,177.50 2,177.50 02-732 SAN /02-665 FIR 13 Site Utilities 17,500.00 (1,177.50) 16,322.50 0.00 03-300 FOU 14 Foundation 12" thick \40,000.00 140,000.00 139,680.00 99,380.00 ~ 02-520 PAV I 03-300 MEZ Concrete Paving & Curbs Mezzanines 71,000.00 3,800.00 71,000.00 3,800.00 0.00 0.00 03·300 STN 17 Concrete Staining 18,000.00 [8,000.00 0.00 lIJ 04-001 CMU 18 Masonry - CMU 51,000.00 51,000.00 0.00 -I 04-00[ STO [9 Masonry - Stone 44,000.00 44,000.00 0.00 I\) 05·500 20 Mise Metals 1,000.00 1,000.00 97.70 97.70 06-110 21 Rough Carpentry 8,000.00 8,000.00 0.00 06-410 22 Cabinets & Millwork 14,150.00 14,150.00 0.00 06-200 23 Finish Carpentry 1,500.00 1,500.00 0.00 06-115 24 Cedar Plank Cladding 24,000.00 24,000.00 0.00 07·200 25 Insulation & Fire stopping 2,500.00 2,500.00 0.00 07-900 26 Caulking & Sealants 2,500.00 2,500.00 0.00 08-101 27 MetalDoors & Hardware 3,600.00 3,600.00 0.00 08-410 28 Storefront / Windows 4,520.00 4,520.00 0.00 08-201 29 Wood Doors & Hardware 1,300.00 1,300.00 0.00 08-331 30 Overhead Door-14' 3,250.00 3,250.00 0.00 09-111 31 Metal Stud / Drywall System 5,000.00 5,000.00 0.00 09-900 32 Paint 17,500.00 17,500.00 0.00 09·5 I I 33 Suspended Ceilings 6,300.00 6,300.00 0.00 09-30 I 34 Ceramic Tile 2,500.00 2,500.00 0.00 09-680 35 Carpet & Cove Base 5,000.00 5,000.00 0.00 10-522 36 Fire Extinguishers & Cabinets 1,000.00 1,000.00 0.00 10-800 37 Toilet Aceessorie~ 1,500.00 1,500.00 0.00 13-121 38 . Metal Building - Including Hangar Doors 353,203.00 353,203.00 0.00 05-510 39 Stairs 6,000.00 6,000.00 0.00 15·400 40 Plumbing 54,750.00 54,750.00 19,000.00 0.00 '.

SBS 0512 Los Cerritos Hanga!- Cost Wol'ltsheet Draw on AlA forms (3 Originals) 8/3112012 SOY Reallocation Owner Revised Total Costs Draw # 2 Phase Code Item # Budget Change Orders Change Orders Budget To-Date Costs I 15·500 41 HVAC 28,437.00 28,437.00 0.00 11-999 42 Big Ass Fans 15,600.00 15,600.00 0.00 16-010 43 Electrical 128,800.00 128,800.00 19,180.00 0.00 Contractor's Fee 90,820.00 90,820.00 15,466.65 8,927.61 TOTALS $l,226,074.00 $0.00 $0.00 $1,226,074.00 $208,852.32 $120,561.82 Percent of Cost Complete $1,135,254.00 $193,385.67 17.03%

SBS 0513

( ) '~ GLACIERCAP COI~STRUCTION

UNCONDITIONAL WAIVER AND RELEASE UPON PROGRESS PAYMENT

The undersigned has been paid and has received a progress payment in the sum of $ 10R5ft5.64 for labor, services, equipment, or material furnished to GlacierCap Construction, LLC on the job of Los Cerritos Han<1ar located at lJvalc1e. Tx .. and does hereby release any mechanic's lien, stop notice or bond right tbat the undersigned llas on the above referenced job to the fan owing extent. This release covers a progress payment for labor, services, equipment or materials furnished by Select Ruildil1<1 SYstems. ~ through 8/31/2012 only and does not cover auy retention retained before or after the release date; extras furnished before the release date for which payment has not beellreceived; extras or items furnished after the release date. Rights based upon work pelformed or items furnished under a written change order which has been fully executed by the parties prior to the release date are covered by this release unless specifically reserved by the claimant in this release. This release of any mechanic's lien, stop notice, or bond right shall not otherwise affect the contract rights, inclUding rights between parties to the contract based upon a rescission, abandonment, or breach of the contract, or the right of the undersigned to recover compensation for furnished labor, services, equipment, or material covered by this release if that furnished labor, services, equipment, or material was not compensated by tile progress payment.

~ .>,/:i~Vf'

NOTICE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU HAVE BEEN PAID FOR GIVING UP THOSE RIGHTS. THIS DOCUMENT IS ENFORCEABLE AGAINST YOU IF YOU SIGN IT, EVEN IF YOU HAVE NOT BEEN PAID. IF YOU HAVE NOT BEEN PAID, USE A CONDITIONAL RELEASE FORM.

Return to: GlacierCap Construction, LLC 10067 Jones Maltsberger Rd San Antonio, TX 78216

SBS 0514

EXHIBIT 2 - AlA Document G702™ - 1992 Application and Certificate for Payment TO OWNER: . Tri-Bar'RanChCompaa)'. tid. PROJECT: Los Cerritos Hanger APPLICATION NO: 003 Distribution to: 10101 Reunion Place, Ste 1000 County Road 410 OWNER: PERIOD TO: September 30, 2012 San Antonio, TX 18216 Uvalde, IX CONTRACT FOR: General Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03,2012 CONTRACTOR: X CONTRACTOR: 11 Scenic Loop Rd. ARCHITECT: 222 Austin Hwy. PROJECT NOS: SSE 1121 013 Boerne, TX 18006 San Antonio, IX 18209 FIELD: OTHER: CONTRACTOR'S APPUCATIONFOR PAYMENT TIle undersigned Contractor certifies that to the best ofthe Contractor's knOWledge, information and beIieflhe Work covered by this Application for Payment has been completed in accordance with the Application is made for payment, as shown below, in connection with the Contract. Contract Documents, that all amounts have been paid by the Contractor for Work for which previolls Continuation Sheet, AlA Document G703, is attached. Certificates for Payment were issued and payments received from the Owner, and that current 1. ORIGINAL CONTRACT SUM " ,..'.. -, ,0 $ 1,226,074.00 payment shown beltj''lW'i:;'~iJRJ~ 2. NET CHANGE BY CHANGE ORDERS ' ., , ,.."., ,...." ",.".,.,. $.. -,0.;,.;.0",-0 CONTRACTO, • 3. CONTRACT SUM TO DATE (Line 1 ± 2) " " $ 1,2?6,074.00 By: --",="e';iiq!..c::.::......=t~of;t.:;.-~-.!:._~­ 4. TOTAL COMPLETED & STORED TO DATE (Colunm G on G703) $~--'2:...;4"'"0,o::Z"'81"'.3~3 State of· .exu 5. RETAINAGE: County of: Kendall a. ~% of COOlpieted Work Sllbscribed and sworn to before JOHN C. MAYWALD (Column D + E on G703) $'--_--=2:....:4>.:,0=.;28;::..1:..::.3 me this >..,~~aYOf~~ J?9'o- MY COMMISSION EXPIRES ~ b. _0_ _% of Stored Material November 27, 2015 (Column F on 0703) ~,-- --=O;;,:,O""O NotaryPuj)llc.

Total Retainage (Lines 5a + 5b or Total in Column I of 0703) " $_ _.. ;2;:.. 4""0,-,2;.. ;8.. ;.1, , 3 My COmmi$$~,;t;.;:url:~~~Q 6. TOTAL EARNED LESS RETAINAGE $ 216,253.20 ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 Total) In accordance with the Contract Documents, based on on-site observations and the data comprising 7. LESS PREVIOUS CERTIfiCATES fOR PAyMENT , $ 187,967.09 this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and beliefthe Work has progressed as indicated, the quality ofthe Work is in accordance (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE ., ,.._ ,..., _ ,.•.•, _ r$ 28,286.111' with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED.

9. BALANCE TO fiNiSH, INCLUDING RETAlNAGE AMOUNT CERTifiED _ ..-.......- - , .,."" $~:-;-"';';"-:::---.....,c:--- (Line 3 less Line 6) $ 1,009,820.80 (.4ltach explanation if amount certified differs from the amolU,t applied. Initial alifigures on Ihis Application and on the Continuation Sheet that are changed 10 coriform with the a/llount certified) HANGE ORDER SUNIMARY ADDITIONS DEDUCTIONS ARCHITECT: rrotal changes approved in previous months by Owner $ 0,0($ 0.0 By: _ Date: _~~~----- otaJ aDoroved this Month $ O.OC '$ 0.0.

TOTALS $ 0.0($ 0.0 This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of NET CHANGES bv Change Order $ 0.0 the Owner or Contractor under this Contract.

SBS 0515 or AlA [)ocument Gioz~ -1SSZ. Copyright © 1953, 1963.1965. 1971, 1578, 1983 an~ 1992 by The American Institute Archllects. All rights reserved, wARNING: This AJA"[)(lcument is protecte~ by U.s. Copyright Law and International Treaties_ Unauthorized reproduction ordistrib'ution ofthls AIA~ Document, or any portion of it, may result [n severe civil and criminal penalties. and will be prosecuted to 1 the maximum extent possible under th.a (aw~ This document was produced by AlA software at 11:09:13 on 10/01/2012 under Order No.3477160119_1 which expires on 05/1712013, and is not for resale. ' User Notes: (1467111471)

" ~ , ( \ r ( ) \ ) ~ / I

"'---' / ~/ DEFENDANT1S EXHIBIT j ( ) /

..

-AlA Document G703" - 1992 Continuation Sheet AlA Document, G702",",f-1992, Application and Certification for Payment, or G736Thf"';'2(}(}9, APPLICATION NO: 003 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, APPLICATION DATE: 09/30/2012 containing Contractor's signed certification is attached.

In tabulations below, amounts are in US dollars. PERIOD TO: 09/30/2012 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO: SSE-12-013 A B C D E F G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK. VALUE THIS PERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (D +E) (D+E+F) 1 Mobilization 2,000.00 2,000.00 0.00 0.00 2000.00 100.00 % 0.00 0.00 Project 2 Superintendent 48,000.00 0.00 0.00 0.00 0.00 0.00% 48 000.00 0.00 3 Project Management 10,000.00 4647.78 956.78 0.00 5,604.56 56.05 % 4,395.44 0.00 Rental of Tem porary Facilities, Equipment, 4 etc. 9,000.00 351.81 0.00 0.00 351.81 3.91 % 8648.19 0.00 Other General 5 Conditions Costs 3,000.00 417.92 603.46 0.00 1021.38 34.05 % 1978.62 0.00 6 Travel 12,000.00 740.14 375.88 0.00 1 116.02 9.30% 10 883.98 0.00 General Liability 7 Insurance 4,904.00 4,904.00 0.00 0.00 4,904.00 100.00 % 0.00 0.00 Builder's Risk 8 Insurance 1,840.00 188.82 377.64 0.00 566.46 30.79 % 1,273.54 0.00 9 Casual Labor 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 10 Final Cleaning 1,800.00 0.00 0.00 0.00 0.00 0.00% 1,800.00 0.00 11 Debris Removal 3500.00 0.00 0.00 0.00 0.00 0.00% 3,500.00 0.00 12 Surveying & Staking 2,177.50 2,177.50 0.00 0.00 2,177.50 100.00 % 0.00 0.00 13 Site Utilities 16,322.50 0.00 9,800.00 0.00 9800.00 60.04 % 6,522.50 0.00 14 foundation 12" thick 140,000.00 139,680.00 0.00 0.00 139,680.00 99.77% 320.00 0.00 Concrete Paving & 15 Curbs 71,000.00 0.00 16000.00 0.00 16000.00 22.54% 55,000.00 0.00 16 Mezzanines 3,800.00 0.00 0.00 0.00 0.00 0.00% 3,800.00 0.00 17 Concrete Staining 18,000.00 0.00 0.00 0.00 0.00 0.00% 18000.00 0.00 AlA D~cument G703 ~ -1992. Copyright@ 1963. 1965, 1966, 1967,1970, 1976, 1983 and 1992 by The American Inslitute or Archllects. All rights reserved. WARN'NG:~li.Ii>."-~!l.Utll~lIti$Pl'Qtec~,,~by U.S. COPYClghllaw and International Treaties. Unauthorized reproduction or distribution of this AlA~ Document, or any portion of it, may result in severe c'vJ' a~,d,admln:at,p,,~aU~.,a,n~~,wiU ,~'p,fq~.,c;u~,,j to 1 the ma~imum extent possible under Ule law. This document was produced by AlA software at 11: 12:36 on 1010112012 under Order No.3477160119 1 which expires on 05/1712013, and Is nOl for resale.

U~er Notes: . - (1799908414)

SBS 0516 A- B C D E F G H I WORK. COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK. VALUE TInS PERIOD STORED (G+C) APPLICATION DATE (C-G) .RATE) (NOT IN D OR E) (D +E) (D+E+F) 18 Masonry .. CMU 51,000.00 0.00 0.00 0.00 0.00 0.00% 51,000.00 0.00 19 Masonry - Stone 44000.00 0.00 0.00 0.00 (l.OO 0.00% 44,000.00 0.00 20 MiscMetals 1,000.00 97.70 0.00 0.00 97.70 9.77% 902.30 0.00 21 Rough Carpentry &000.00 0.00 0.00 0.00 0.00 0.00% 8000.00 0.00 22 Cabjn~ts & Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.0Q 0.00 23 Finish Carpentry 1,500..00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 24 Cedar Plank Cladding 24,000.00 0.00 981.18 0.00 981.18 4.09% 23,018.8:2 0.00 Insulation &. Fire 25 stopping 2500.00 0.00 0.00 0.00 0.00 0.00·% 2,500.00 0.00 26 Ca~;lking & Sealants 2500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 MetalDoors & 27 Hardware 3600.00 0.00 0.00 0.00 0.00 0.00% 3600.00 0.00 ?8 Storefront I Windows 4,520.00 0.00 0.00 0.00 0.00 0.00% 4,520.00 0.00 Wood Doors & ')9 Hardware 1,300.00 0.00 0.00 0.00 0.00 0.00% 1,300.00 0.00 30 Overhead Door-14' 3250.06 O.ca 0.00 O.OQ 0.00 0.00% 3250.00 0.00 Metal Stud I Drywall 31 System 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.0(]) 0.00 32 Paint 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 33 Suspended Ceilings 6,300.00 0.00 0.00 0.00 0.00 0.00% 6,300.00 0.00 34 Ceramic Tile 2500.00 0.00 0.00 6.00 0.00 0.00% 2500.00 0.00 35 Carpet & Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5 000.00 0.00 Fire Extinguishers & 36 Cabinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1 500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 Metal Building - Including Hangar 88 Doors 353,203.00 0.00 0.00 0.00 0.00 0.00% 353,203.00 0.00 39 Stairs 6000.00 0.00 0.00 0.00 0.00 0.00% 6 000.00 0.00 40 Plumbing 54,750.00 19,000.00 0.00 0.00 19,000.00 34.70 % 35,750.00 0.00 AlA DocumentG703'" -1992. Copyngh\ (5)1963,1965,1966.1967,1970,1976,1983 and 1992 by The Amencan InsUtute of Archllecls. All FIghts reserved. WARNING: ThIs A1A~II Document '5 protected by U.S. copyright Law and International Treaties. Unauthorized «production or distribution of this A1A~ Document, or any pprtlon of it, may result In severe civil and criminal penalties, and will be prosecuted to th' maximum extent possible under the law. This document was produced by AlA software at 11:12:36 on 10/0112012 under Order No.3477160119_1 which expires on OS/17/2013, and is not for resale. 2 Us.rNotes: (1799906414)

SBS 0517

) ) I () A B C D E F G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRiPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G+C) APPLICATION DATE (C - G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 4\ HVAC 28,437.00 0.00 0.00 0.00 0.00 0.00% 28,437.00 0.00 42 Bi<> Ass Fans 15,600.00 0.00 0.00 0.00 0.00 0.00% 15.600.00 0.00 43 Electrical 128,800.00 19,180.00 0.00 0.00 19,\80.00 14.89% 109,620.00 0.00 44 Contractor's Fee 90,820.00 15,466.65 2,334.07 0.00 17800.72 19.60% 73019.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 GRAND TOTAL $1,226,074.00 $208,852.32 $31,429.01 $0.00 $240,281.33 \9.60% $985,792.67 $0.00

SBS 0518

AlA Document G703"" -1992. Copyright@1963, 1965, 1966, 1967,1970, 1976, 1963 and 1992 by The American InstitUl" oT Archilecls. All rights reserved. WARNING: This AlA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to 3 the maximum extent possible under lhe law. This document was produced by AlA software at 11 :12:3B on 10/0112012 under Qrder No.3477160119_1 which expires on 05/17/2013, and is not for resale.

User Notes: (1799906414) CONTRACTOR CONDITIONAL WAI'ii'ER AND RELEASE FOR PROGRESS P AYl\1ENTS ********** **** Project: Los Cerritos Hangar County Road 4 J O' Uvalde, TX Job No. 12-]0-1378 Upon receipt by the signer of this document of a check from Tri-Bar Ranch Companv. Ltd. (maker oj check) ill the sum of $ 28.286.1 ] payable to Select BuiJdin!! Svstems. Inc. (payee or payees ~f check) and when the clleck has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mec1lanic's lien right, any right arising fi'Olll a payment bond that complies with a state 01' federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property of Tri-Bar Ranch Company. Ltd. (owner) located at Count\' Road 410. Uvalde. TX (location) to the fonowing extent: General Contractor (job description).

This release covers a progress payment for aJllabor, services, equipment, or materials furnished to the property 01' to Tri-Bar Ranell Company. Ltd. (person with whom signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished.

Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer.

The signer wan-ants that the signer has already paid or will use the funds received from this progress payment to "omptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, lipment, 01' services provided for or to the above referenced project in regard to the attached statement(s) or progress ;;dyment request(s). (J Date: ~ ,20 /Z _.....J~~~~~~~~u~"'--'-~ (Company Name) By: --:r==~~--7:..L...-r--------r--.:--(Signature)

ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF. Jb~ ~=r-'~"""--"~_--" 20 Id- > by ---<~~~~a;d'#!!.+-=~J+=::::';:';l.......lL::.itN!!;.<:;.=_aTexas

JOHN C. MAYWALD MY COMMISSION EXPIRES ·otary pUblic, State of Texas November 27, 2015 .slttJt..j&'J'iktf~ Printed Name: ------ JI}; My Commission Expires: . (f'<!fi"QJ!:.#~ SBS 0519 EXHIBIT 3 REQUEST FOR PA nvlENT

From: Select BUilding Systems, Inc. To: Tri-Bar Ranch Company, ltd. Invoice: 137800003 P. O. Box 780849 10101 Reunion Place, Ste 1000 Invoice: 137800003 San Antonio, TX 78278-0849 San Antonio, TX 78216 Invoice date: 9f30f2012 Period ending date: 9f30f2012

Contract For: Request for payment: Original contract amount $1,226,074.00 Approved changes $0.00 Project: 1378 Revised contract amount $1,226,074,00 Los Cerritos Hanaer Contract completed to date $240,281.33 Contract date: 5/17f2012 Add-ons to date $0.00 Taxes to date $0.00 Architect: rn Less retainage $24,028.13 ~ Total completed less retainage $216,253.20 Scope: !;!:! Less previous requests $187,967.09 -I Current request for payment $28,286.11 c..>Current billing $31,429.01 Current additional charges $0.00 Current tax $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Less current retainage $3,142.90 Changes approved In prevIous 1,177.50 -1,177.50 Current amount due months bv Owner $28,286.11 Total approved this Month Remaining contract to bill $1,009,820.80 TOTALS 1177.50 -1177.50 NET CHANGES by Change Order I hereby certify that the work performed and the materials supplied to date, as shown on the above represent the actual value of the accomplishment under the terms of the Contract (and all authorized changes thereof) between the undersigned and the Tri-Bar Ranch Company, Ltd. relating to the above referenced project. I also certify that the contractor has paid all amounts previously billed and paid by the owner.

CONTRACTOR: Select BUilding Systems, Inc. State Of Texas County Of Kendall By: ~'-- ~ Subscribed and sworn to before me this day of , _ Date: ~---- Notary Public My commission expires:

SBS 0520 REQUEST FOR PA'- IT DETAIL Project: 1378 / Los Cerritos Hanger Invoice: 137800003 Invoice: 137800003 Period Ending Date: 9/30/2012 Page 2 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work This Period Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 Project Superintendent 48,000.00 Project Management 10,000.00 4,647.78 956.78 5,604.56 56.05 560.46 Temporary Facilities/Equipment 9,000.00 351.81 351.81 3.91 35.18 Other General Conditions 3,000.00 417.92 603.46 1,021.38 34.05 102.14 Travel 12,000.00 740.14 375.88 1,116.02 9.30 111.60 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 Builder's Risk Insurance 1,840.00 188.82 377.64 566.46 30.79 56.64 Casual Labor 1,000.00 Final Cleaning 1,800.00 Debris Removal 3,500.00 Surveying & Staking '2,177.50 2,177.50 2,177.50 100.00, 217.75 980.00 m 13 Site Utilities 16,322.50 9,800.00 9,800.00 60.04 >< :::I: Foundation - 12" Thick Concrete Paving & Curbs 140,000.00 71,000.00 139,680.00 16,000.00 139,680.00 16,000.00 99.77 22.54 13,968.00 1,600.00 OJ 16 Mezzanines 3,800.00 -I 17 Concrete Staining 18,000.00 (.-) Masonry - CMU 51,000.00 Masonry - Stone 44,000.00 MiscMetals 1,000.00 97.70 97.70 9.77 9.77 Rough Carpentry 8,000.00 Cabinets & Millwork 14,150.00 Finish Carpentry 1,500.00 Cedar Plank Cladding 24,000.00 981.18 981.18 4.09 98.12 25 Insulation & Fire Stopping 2,500.00 CaUlking & Sealants 2,500.00 Metal Doors & Hardware 3,600.00 Storefront & Windows 4,520.00 Wood Doors & Hardware 1,300.00 Overhead Door - 14' 3,250.00 Metal Stud & Drywall System 5,000.00 Paint 17,500.00 Suspended Ceilings 6,300.00

SBS 0521 REQUEST FOR PAY" T DETAIL Project: 1378 1 Los Cerritos Hanger Invoice: 137800003 Invoice: 137800003 Period Ending Date: 9/30/2012 Page 3 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work This Period Ceramic Tile 2,500.00 Carpet & Cove Base 5,000.00 Fire Extinguishers & Cabinets 1,000.00 Toilet Accessories 1,500.00 Metal Building & Hangar Doors 353,203.00 Stairs 6,000.00 Plumbing 54,750.00 19,000.00 19,000.00 34.70 1,900.00 HVAC 28,437.00 Big Ass Fans 15,600.00 Electrical 128,800.00 19,180.00 19,180.00 14.89 1,918.00 Contractor's Fee 90,820.00 15,466.65 2,334.07 17,800.72 19.60 1,780.D7

SBS 0522

Totals 1,226,074.00 208,852.32 31,429.01 240,281.33 24,028.13 · , Los Cerritos Hangar Cost Worl(Sheet D.·aw on AlA fOJ"OIS (3 Origillals) 9/30/2012 SOY Reallocation Owner Revised Total Costs Draw # 3 Phase Code Item # Budget Change Orders Change Orders Budget To-Date Costs 16-0l0 43 Electrical 128,800.00 128,800.00 19,180.00 0.00 Contractor's Fee 90,820.00 90,820.00 17,800.72 2,334.07 TOTALS $1,226,074.00 $0.00 $0.00 $1,226,074.00 $240,281.33 $31,429.01

Percent of Cost Complete $1,135,254.00 $222,480.61 19.60%

SBS 0524 EXHIBIT 3 DEFENDANT1S EXHIBIT (j, /

, : AlA Document G702™ 1992 Application and Certificate for Payment TO OWNER: Tri-Bar Ranch Company, Ltd. PROJECT: Los C~jtQS Ha!lgCr APPLICATION NO: 004 Distribution to: 10101 Reunion Place, Ste 1000 County Road 410 PERIOD TO: October 31, 2012 OWNER: San Antonio, IX 18216 Uvalde, TX CONTRACT FOR: General Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03, 2012 CONTRACTOR: X CONTRACTOR: 11 Scenic Loop Rd. ARCHITECT: 222 Austin Hwy. PROJECT NOS: SSE-12-013/ / Boerne, TX 78006 San Antonio, TX 7&209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The l.llldcrs!gne.dGontraCllprcel;tines t1lattoth~besloftbeContractor's knowledge,in(Qrmation and ileliefthe WQrkC4Vl1red by this ApJ?lieation fur faYJllenthas ~nCC)mplctedinaocordanc;e with the Application is made for payment, as shown below, in connection with the Contract. COntractPo(l\lInenlS.th~t81btmQ\IIll$lpIve.~npaid\)ytheContraetorfor Work for wbich previous Continuation Sheet, AlA Document G103, is attached. O\rtifieat~s fQr PaYJllcnt v,'el"C iSSJlClcland paYJllents received from the Owner, and that current 1. ORIGINAL CONTRACT SUM $ 1,226,014.00 payment shown herein is~n:.llo"",""""""", 2. NET CHANGE BY CHANGE ORDERS .._ _ _........ $ --.;O~.O"""'O 3. CONTRACT SUM TO DATE (Line I ± 2) $ 1,226,014.00 CON.T By:_.. RA=C~TO:R~:~~~~~~dJ~~_ 4. TOTAL COMPLETED & STORED TO DATE (Colunm G on G103) $_ _-=2..;. 44:.<: ,2:.:.;16::;:,:.5:.,:.1 State of: ~ . M 5. RETA1NAGE: County of: Kendall a. ~% of Completed Work Subscribed and sworn to before JOHN C. MAYWALD (Column D + E on 0103) $_ _-=24::.;;.4=21=,6:.:.;5 me this ), ~yof~JvI.)- MY COMMISSION EXPIRES b. _0__% ofStored Material November 27, 2015 (Column F on G103) $, Total Retainage (Lines 5a + 5b or Total in Column I ofG103) --'0"'.0:..:.0 $_ _---.:.24-"',-"42;;.:1:.;. .6:..:.5 ~~~=:'OXP~~l~ 6. TOTAL EARNED LESS RETAINAGE :& 219,794.86 ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 Total) In accordance with the Contract Documents, based on on-site observations and the data comprising 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT .._ _ _, $ 216,253.20 this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and beliefthe Work has progressed as indicated, the quality ofthe Work is in accordance (Line 6 from prior Certificate) with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT B. CURRENT PAYMENT DUE I$ 3,541.6§ CERTIFIED.

9. BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED $ ;-:-::'"";""'"';;-;:-_ _-:;-:-_ (Line3 less Line 6) $ 1,006,779.14 (Attach explanation if amount certified differs from the amount applied. Initial alljigwes on this Application and on the Continuation Sheet that are changed to coriform with the amount certified.)

RANGE ORDER SUMMARY ADDITIONS DEDUCTIONS ARCHITECT: otal changes approved in previous months by Owner $ 0.0 $ 0.0 By: _ Date: _ otal approved this Month $ 0.0 $ 0.0 TOTALS $ 0.0 $ This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor 0.0 named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of NET CHANGES by Change Order $ 0.0 the Owner or Contractor under this Contract.

SBS 0525 AlA Docum.ntG7~:l11l .,.1992. Copyrijj!it ~les3. 1963, 1!!65. leil, leiS. 1!!1l3and 1SS2.byTh" Amatican ln$lituIeol hCbf~ ~ rights res"rv~.WAANI~G;ihlsAlA"PotUm~nt Is ptQ...~.d by U.S. "."pyril!ht""'wancllnl<lm.!I"fl'lIT,.~~lJn.u!hol#!ld ",pr;I>ducUon ordl.$IbuUon oflhJaAlA'"DOGI!men!,oraw porll"" alit, may ....."Itl..."~.,. <;tv" and ""mlnal pan~llIaa, andwnlb. prosaGul.dto \h. malClmum axtanlpl1ulple undartl1al.w.Thls.d~1 wasP!!'ducad·bYAlA~ aj,09:46:47on 11'01/2012 underQllIar NO.34771S0119..Jwhlch ellPJres ClIIOSl1712013, and IsnOlforr8lla/e.

U..... No\liS: . . •.. . . (1245078376) Document G703™ -1992 Continuation Sheet AIAOocumeii(G702™--1992, Application and Certification for Payment, or Gi.36lM-2009, APPLICATION NO: 004 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, containing Contractor's signed certification is attached. APPLICATION DATE: 10/3I12012 In tabulations below, amounts are in US dollars. PERIOD TO: 10/31/2012 Use Column I on Contracts where variable retainage for Hne items may apply. ARCHITECT'S PROJECT NO' SSE-12-013 A B C D E F G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (I) + E) (D+E+F) 1 .MobiH:i.ation 2,000.OQ 2,000.00 0.00 0.00 :2 000.00 100.00 % 0.00 0.00 Project 2 Suoerintendent 48,000.00 Q.OO 0.00 0.00 0.00 0.00% 48,000.00 0.00 3 Proiect Management 10.000.00 ~;604.56 1298.52 0.00 (),9Q3.08 69.03 % 3096.92 0.00 Rental ofTemporary Facilities, Equipment, 4 etc. 9,000.00 351.81 357.22 0.00 709.03 7.88% 8,290.97 0.00 Other General ;5 Gonditions Costs 3;000.00 1021.31\ 0.00 0.00 1021.38 34.05 % 1978.62 0.00 6 Travel 12,000.00 1,116.0Z 0.00 0.00 1116.02 9.30% 10,883.98 0.00 General Liability 7 1nsurap.ce 4,904.00 4,904.00 0.00 0.00 4,904.00 100.00 % 0.00 0.00 Builder's Risk ~ Insurance 1,840.00 566.46 188.82 0.00 755.28 41.05 % 1084.74 0.00 9 Casual Labor 1000.00 0.00 0.00 0.00 0.00 O.OO%, 1,000.00 0.00 10 Final Cleaning 1800.00 0.00 0.00 0.00 0.00 0.00% 1,800.00 0.00 11 Debris Removal 3,500.00 0.00 0.00 0.00 0.00 0.00% 3500.00 0.00 12 SmveyinJ!: & Stakini! 2,177.50 2177.50 0.00 0.00 2,177.50 100.00 % 0.00 0.00 13 Site Utilities 16322.50 9800.00 0.00 0.00 9800.00 60.04% 6,522.50 0.00 14 Foundation 12" thick 140,000.00 139680.00 0.00 0.00 139680.00 99.770/, 320.00 0.00 Concrete Paving & 15 Curbs 71,000.00 16,000.00 0.00 0.00 16,000.00 22.54 IX 55,000.00 0.00 16 Mezzanines 3,800.00 0.00 0.00 0.00 0.00 0.00 IX 3,800.00 0.00 17 Concrete Stainin l! 18 000.00 0.00 0.00 0.00 0.00 0.00 % 18,000.00 0.00 AlA Document G703 no -1992, Copynghl @ 1963, 1965, 1966, 1967,1970, 1978, 1983 end 1992 by The Amencan Insblule of Architects. All nghts Illserved. WARNING: ThIS AlA~ Document Is protected by U.S. Copyright Law and IntemaUonal Treaties. Unauthorized reproduction ordlstrJbution ofthls AJA~ Document, Dr any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA software at 09:47:58 on 11/0112012 under Order No.3477160119_1 which el<pires on 0511712013, and is not for resale.

User Notes: (1313359958) SBS 0526

(J o o \ .

A B C D E F G H I WORK COMPLETED TOTAL MATERlALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRlPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERlOD STORED (G+C) APPLICATION DATE (C- G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 18 Masonry - CMU 51,000.00 0.00 0.00 0.00 0.00 0.00 % 51,000.00 0.00 19 Masonry - Stone 44,000.00 0.00 0.00 0.00 0.00 0.00% 44,000.00 0.00 20 Misc Metals 1,000.00 97.70 0.00 0.00 97.70 9.77% 902.30 0.00 21 ,Rol.Jgh Carpentry 8,000.00 0.00 0.00 0.00 0.00 .0.00% 8,000.00 0.00 22 Cabinets & Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 23 ,Finish Carpentry 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 24 Cedar Plank Claddine 24,000.00 981.18 0.00 0.00 981.18 4.09% 23018.82 0.00 Insulation & Fire 25 stopping 2500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 26 Caulking & Sealants 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 MetaIDoors & 27 Hardware 3,600.00 0.00 0.00 0.00 0.00 0.00% 3,600.00 0.00 28 Storefront / Windows 4,520.00 0.00 0.00 0.00 0.00 0.00% 4,520.00 0.00 , WQQ.c!.P..9..9fS .<\? ...., ... ..

29 Hardware 1,300.00 0.00 0.00 0.00 0.00 0.00% 1,300.00 0.00 30 Overhead Door-14' 3,250.00 0.00 0.00 0.00 0.00 0.00 % 3,250.00 0.00 Metal Stud / Drywall 31 System 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 32 Paint 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 33 Suspended Ceilings 6,300.00 0.00 0.00 0.00 0.00 0.00% 6,300.00 0.00 34 Ceramic Tile 2500.00 0.00 0.00 0.00 0.00 0.00% 2500.00 0.00 35 Carpet & Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers & 36 Cabinets 1000.00 0.00 0.00 0.00 0.00 0.00% 1000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1500.00 0.00 Metal Building - Including Hangar 38 Doors 353,203.00 0.00 0.00 0:00 0.00 0.00% 353,203.00 0.00 39 Stairs 6000.00 0.00 0.00 0.00 0.00 0.00% 6,000.00 0.00 40 Plumbing 54,750.00 19,000.00 1,800.00 0.00 20,800.00 37.99 % 33,950.00 0.00 AlA Document G703"'-1~~,2.c;oflyrl~!1t C 1~. 19/>5; t9~.1967.1970.197~. 1983Il~d199~ . by The Amenean Inslltute of Archllec1s. All rights reserved. WARNING: ThIS AI.A Documenlls protected by U.S. Copyright Law and Intemallonel TreaUll$. Unauthorized reproductionordlstribuUanofthls AlA'" Document, or any portion of II; may result In severe civil and criminal penalties, and will be proseculed 10 2 Ihe maximum extent possible under Ihe law. This documenl was produced by AlA software al 09:47:58 on 11/01/2012 under Order No.3477160119_1 which expires on 05/17/2013, and is not lor resale.

User Noles: (1313359958) SBS 0527 1. "

A B C D E F G H I WORK COJV1PLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAOE ITEM DESCRlPTIONOF SCHEDULED PRESENTLY % (IF VARIABLE PREVIOUS AND STORED TO (G+C) FINISH NO. WORK. VALUE THIS PERIOD STORED (C-O) RATE) APPLICATION DATE ~OTINDORE) (P+E) (D+E+F) 41 HVAC 2~,4j'7.00 0.00 0.00 0.00 0.00 0.00% 28.437.00 0.00 42 BigAss Fans 15600.00 0.00 0.00 ' 0.00 0.00 0.00% 15600.00 0.00 43 ,Electrical 12&,800.00 19,180.0Q O.OQ 0.00 19,180.00 14.89% 109.620.00 0.00 44 contractor's, Fee, 90820.00 17800.72 290.62 0.0(1 ~8,O91.34 19.92 % 72 728.6§- 0.00 0.00 0.00 0.00 0.00 0.00 0.00% O.OQ O.oei ,GRAND TOTAL $1,2?6,O74.00 $240281.33 $3935.1& $0.00 $244,;216.51 19.92 % $981857.49 $0.00

SBS 0528

MA Document G703'" -1992. Copyright e 1963. 1965, 1966. 1967.1970, 1978, 1983 and 1992 byTh. Am.!rican Insmute of Archllects. MI righlS reserved. WARNING: This MA'" Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AJA~ Document. or any portion of liJ may result in severe civil and criminal penalties, and will be prosecuted to 3 the maximum extent possibl. under Ihe law. This document was produced by AlA software at 09:47:58 on 11/01/2012 under Order No,3477160119_1 which e""ires on 05/17/2013, and is nol for resale.

User Noles: (1313359958)

o CONTRACTOR CONDITIONAL WAIVER AND RELEASE FOR PROGRESS PAYMENTS ************** Project: Los Cerritos Hangar County Road 410 Uvalde, TX Job No. 12-10-1378 Upon receipt by the signer of this document of a check from Tri-Bar Ranch Company, Ltd. (maker of check) in the sum of $ 3,541.66 payable to Select Building Systems, Inc. (payee or payees oj check) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property of Tri-Bar Ranch Company, Ltd. (owner) located at County Road 410, Uvalde, TX (location) to the following extent: General Contractor (job description), This release covers a progress payment for alll.abor, services, equipment, or materials furnished to the property or to Tri-Bar Ranch Company;Ud, (person with whom signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished.

Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer.

The signer warrants that the signer has already paid or will use the funds received from this progress payment to •mptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, : "';luipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s).

Date: /t1;{ ,20 /Z.

BY-:_~=s=el"7.':= •. .• 'F:••••:;:;:~"••;;:i:=•.."••"i:iS~r:=ems= .=.•"'"In""'····""c:....------'--(-S-~:::my N=,) Its: ;>pttzc;PtltE i I? (Title) • ACKNOWLEDGMENT STATE OF TEXAS .§ COUNTY OF ~AA=t.L § This instrument was liCknOwle.d}ed before me on this the 3 \adaxof OG~ ,20 t ~ ,by 't)&?~D 1. d\en.§.AtJ .the~~ up. ofW~ ~'U>/"'q.~ a Texas CENbfQtLeetrsri> ,Qn behalf of said C&Ii~ ~. .

JOHN C. MAyWMJ) Not' Public, State of Texas MY COMMISSiON EXPIRES SBS 0529 ~.t,,~/rM:yl.J')~ NovemberZl,2015 Printed Name: My Commission Expires: £I'P')Ii>, ..

EXHIBIT 4 REQUEST FOR Ph. I~ENT

From: Select Building Systems, Inc. To: Tri-Bar Ranch Company, Ltd. Invoice: 137800004 P. O. Box 780849 10101 Reunion Place, Ste 1000 Invoice: 137800004 San Antonio, TX 78278-0849 San Antonio, TX 78216 Invoice date: 10/31/2012 Period ending date: 10/31/2012

Contract For: Request for payment: Original contract amount $1,226,074.00 Approved changes $0.00 Proiect: 1378 Revised contract amount $1,226,074.00 Los Cerritos Hanaer Contract completed to date $244,216.51 Contract date: 5/17/2012 Add-ons to date $0.00 Taxes to date $0.00 Architect: Less retainage $24,421.65 Total completed less retainage $219,794.86 Scope: Less previous requests $216,253.20 Current request for payment $3,541.66 OJ -iCurrent billing . $3,935.18 ~ Current additional .charges $0.00 Current tax $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Less current retainage $393.52 Changes approved in previous 1,177.50 -1,177.50 months bvOwfler Current amount due $3,541.66 Total approved this Month Remaining contract to bill $1,006,279.14 TOTALS· 1177.50 -1177.50 NET CHANGES by Change Order I hereby certify that the work performed and the materials supplied to date, as shown on the above represent the actual value of the accomplishment under the terms of the Contract (and all authorized changes thereof) between the undersigned and the Tri-Bar Ranch Company, Ltd. relating to the above referenced project. I also certify that the contractor has paid all amounts previously billed and paid by the owner.

CONTRACTOR: Select Building Systems, Inc. State Of Texas County Of Kendall By: _ Subscribed and sworn to before me this day of ---'. _ Date: -_-_-_ Notary Public My commission expires:

SBS 0530

(J REQUEST FOR PA H DETAIL Project: 1378 I Los Cerritos Hanger Invoice: 137800004 Invoice: 137800004 Period Ending Date: 10/31/2012 Page 2 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work This Period Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 Project Superintendent 48,000.00 Project Management 10,000.00 5.604.56 1,298.52 6,903.08 69.03 690.31 Temporary Facilities/Equipment 9,000.00 351.81 357.22 709.03 7.88 70.90 Other General Conditions 3,000.00 1,021.38 1,021.38 34.05 102.14 Travel 12,000.00 1,116.02 1,116.02 9.30 111.60 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 Builder's Risk Insurance 1.840.00 566.46 188.82 755.28 41.05 75.52 Casual Labor 1,000.00 Final Cleaning 1,800.00 Debris Removal 3,500.00 m 12 Surveying & Staking 2,177.50 2,177.50 2,177.50 100.00 217.75 >< ::I: 13 Site Utilities 16,322.50 9,800.00 9,800.00 60.04 980.00 IJJ 14 Foundation - 12" Thick 140,000.00 139,680.00 139,680.00 99.77 13,968.00 -I 15 Concrete Paving & Curbs 71,000.00 16,000.00 16,000.00 22.54 1,600.00 ~ 16 Mezzanines 3,800.00 Concrete Staining 18,000.00 Masonry - CMU 51,000.00 19. Masonry - Stone 44,000.00 Mise Metals 1,000.00 97.70 97.70 9.77 9.77 Rough Carpentry 8,000.00 Cabinets & Millwork 14,150.00 Finish Carpentry 1,500.00 Cedar Plank Cladding 24,000.00 981.18 981.18 4.09 98.12 Insulation & Fire Stopping 2,500.00 Caulking & Sealants 2,500.00 Metal Doors & Hardware 3,600.00 Storefront & Windows 4,520.00 29. Wood Doors & Hardware 1,300.00 Overhead Door - 14' 3,250.00 Metal Stud & Drywall System 5,000.00 Paint 17,500.00 Suspended Ceilings a,300.00

SBS 0531 REQUEST FOR PA . H DETAIL Project: 1378 I Los Cerritos Hanger Invoice: 137800004 Invoice: 137800004 Period Ending Date: 10/31/2012 Page 3 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work This Period Ceramic Tile 2,500.00 Carpet & Cove Base 5,000.00 Fire Extinguishers & Cabinets 1,000.00 Toilet Accessories 1,500.00 Metal Building & Hangar Doors 353,203.00 Stairs 6,000.00 Plumbing 54,750.00 19,000.00 1,800.00 20,800.00 37.99 2,080.00 HVAC 28,437.00 Big. Ass Fans 15,600.00 Electrical 128,800.00 19,180.00 19,180.00 14.89 1,918.00 Contractor's Fee 90,820.00 17,800.72 290.62 18,091.34 19.92 1,809.14

SBS 0532

Totals 1,226,074.00 240,281.33 3,935.18 244,216.51 24,421.65 L?s Cerritos Hangar Cost Worksheet Draw on AlA forms (3 Originals) 10/31/2012 SOY Reallocation Owner Revised Total Costs Draw # 4 Phase Code Item # Budget Change Orders Change Orders Budget To-Date Costs I Mobilization 2,000.00 2,000.00 2,000.00 0.00 01-041 2 Project Superintendent 48,000.00 48,000.00 0.00 01-012 3 Project Ma~agement 10,000.00 10,000.00 6,903.08 1,298.52 01-500 RE 1TPE 4 Rental of Temporary Facilities, Equipment, etc. 9,000.00 9,000.00 709.03 357.22 01-500 EXP/SAF 5 Other General Conditions Costs 3,000.00 3,000.00 1,021.38 0.00 17-001 6 Travel 12,000.00 12,000.00 1,116.02 0.00 01-760 GL 7 General Liability Insurance 4,904.00 4,904.00 4,904.00 0.00 01-760 BR 8 Builder's Risk Insurance 1,840.00 1,840.00 755.28 188.82 01-545 CL 9 Casual Labor 1,000.00 1,000.00 0.00 01-710 SUB 10 Final Cleaning 1,800.00 1,800.00 0.00 01-545 DEB 11 Debris Removal 3,500.00 3,500.00 0.00 01-330 12 Surveying & Staking 1,000.00 1,177.50 2,177.50 2,177.50 0.00 02-732 SAN 1 02-665 FIR 13 Site Utilities 17,500.00 (1,177.50) 16,322.50 9,800.00 0.00 03-300 FOU 14 Foundation 12" thick 140,000.00 140,000.00 139,680.00 0.00 ~ 02-520 PAY 15 Concrete Paving & Curbs 71,000.00 71,000.00 16,000.00 0.00 03-300 MEZ 16 Mezzanines 3,800.00 3,800.00 0.00 ::I: 03-300 STN 17 Concrete Staining 18,000.00 18,000.00 0.00 OJ 04-001 eMU 18 Masonry - CMU 51,000.00 51,000.00 0.00 -I 04-001 STO 19 Masonry - Stone 44,000.00 44,000.00 0.00 ,J:o. 05-500 20 Mise Metals 1,000.00 1,000.00 97.70 0:00 06-110 21 Rough Carpentry 8,000.00 8,000.00 0.00 06-410 22 Cabinets & Millwork 14,150.00 14,150.00 0.00 06-200 23 Finish Carpentry 1,500.00 1,500.00 0.00 06-115 24 Cedar Plank Cladding 24,000.00 24,000.00 98 U8 0.00 07-200 25 Insulation & Fire stopping 2,500.00 2,500.00 0.00 07-900 26 Caulking & Sealants 2,500.00 2,500.00 0.00 08-101 27 MetalDoors & Hardware 3,600.00 3,600.00 0.00 08-410 28 Storefront 1 Windows 4,520.00 4,520.00 0.00 08-201 29 Wood Doors & Hardware 1,300.00 1,300.00 0.00 08-331 30 Overhead Door-I 4' 3,250.00 3,250.00 0.00 09-111 31 Metal Stud 1 Drywall System 5,000.00 5,000.00 0.00 09-900 32. Paint 17,500.00 17,500.00 0.00 09-511 33 Suspended Ceilings 6,300.00 6,300.00 0.00 09-301 34 Ceramic Tile 2,500.00 2,500.00 0.. 00 09-680 35 Carpet & Cove Base 5,000.00 5,000.00 0.00 10-522 36 Fire Extinguishers & Cabinets 1,000.00 1,000.00 0.00 10-800 37 Toilet Accessories 1,500.00 1,500.00 0.00 \3-121 38 Metal Building - Including Hangar Doors 353,203.00 353,203.00 0.00 05-510 39 Stairs 6,000.00 6,000.00 0.00 15-400 40 Plumbing 54,750.00 54,750.00 20,800.00 1,800.00 15-500 41 HVAC 28,437.00 28,437.00 0.00 SBS 0533 Los Cerritos Hangar Cost Worksheet Draw on AlA forms (3 Originals) 10/31/2012 SOY Reallocation Owner Revised TotalCosls Draw # 4 Phase Code Item # Budget Cbl!!!ge Orders Change Orders Budget To-Date Costs 11-999 42 BigAssFaos 15,600.00 15,600.00 0.00 16-010 43 Electrical 128,800.00 128,800.00 19,180.00 0.00 Contractor's Fee 90,820.00 90,820.00 18,091.34 290.62 TOTALS $1,226,074.00 $0.00 $0.00 $Ci26,074.00 $24-4,216.51 $3,935.18

Percent of Cost Complete $1,135,254.00 $226,125.17 19.92%

SBS 0534 DEFENDANT1S EXHIBIT (~ (\ \\ ! \ ) / ./

\..iAIADocument G702 D 1992 Application and Certificate for Payment TO OWNER: Tri-Bar Ranch Company/Ltd. PROJECT; Los CerrltosRanger APPLICATION NO: 005 Distribution to: 10101 Reunion Place, Ste 1000 County Road 41 () OWNER: PERIOD TO: November 30, 2012 San Antonio, TX 78216 Uvalde, TX CONTRACT FOR: General Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03, 2012 CONTRACTOR: X CONTRACTOR: 17 Scenic Loop Rd. ARCHITECT: 222 Austin Hwy. PROJECT NOS: SSE-12-0BI I Boerne, TX 78006 San Antonio, TIc 78209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies thatto the best ofthe Contractor's knowledge, information and beliefthe Work covered by this Application for Payment has been completed in accordance with the Application is made for payment, as shown below, in connection witb the Contract Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Continuation Sheet, AlA Document G703, is attached. Certificates for Payment were issued and payments received from the Owner, and that current 1. ORIGINAL CONTRACT SUM ~"."~",."",,,, •., ,_,,.,,_,,,,••,,,,,,,.,,,,,,,,............. $ 1,226,074.00 payment shown hereinjj'rtilJ.-eiiilt'.......", 2. NET CHANGE BY CHANGE ORDERS $ -'0:;.;..:.0:..;.0 3. CONTRACT SUM TO DATE (Line 1 ± 2) , _ _~._ $ 1,226,074.00 By: --:~......"f'I!::6I "i>/;..7c...<kr~I'~..,~~;.<~~-:.~·~-=W:-=.-_ 4. TOTA~ .COMPLETED & STORE~. TO D~I~.(Co.!ul1m G on G703) $ 545990.99 State of: Tex 5. RETAINAGE: . •: j • • !''' :t'·"· .. Q)\intY~f.~~ddr~·':o'1~ . . •• .,.. JOHN C..iAW;~ a. _10·% of Completed W o r k ' . ,. SubscribC:d A ·.·sWomto before .-·• ... •.. 'l"!" "'lH MYCQMMI~EXPIRES (ColumnD+EonG703) $._ _--=5::..;4",:;:,5.::.;99:.:,.1:.::;0 me this.. J,~dayof~ ;');:>l'..' ~21,2015

:ot~~::::::~:~~:t:ri: or Total in Column I OfG70~·-)- ~ ..-...-...-...••.-..-$..:O:.:.;.O::..::;0 ~~:5';9:IO ~~=~~~ 1.\;;.=~:.. ......; ; ; ; ;ol.:"; ; ; ; ; ; ; ; ; ;~J& 6. TOTAL EARNED LESS RETA1NAGE _ _ " ,. "_"",,...... $ 491,391.89 ARCHlfi:Ci'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 Total) . In accordance with the Contract Documents, based on on-site observations and the data comprising 7• LESS PREVIOUS CERTIFICATES FOR PA"vMENT ......." ........._ ...,\0..." ..... .. 219,794.86 this application theAr .. llf·.~~to the best of the Architect's knowledge, .. cbi~~~.li~ to'tI!.e()wn.· ''''._--,=",-,.:...:.:.= information and beJict11ieWorkbaspl.'OUesl!!\d!l$indi~. tlIe.quaiity ofthe Work is in accordance (Line 6 from prior Certificate) with the ContlactDocuments; an.d .,thc ContIactor is entitled to payment of the AMOUNT 8., CURRENT PAYMENT DUE ~ _.:_ __ __ I$ 271,597.0~ CERTIFIED.

9. BALANCE TO FINISH. INCLUDING RETAINAGE AMOUNT CERTIFIED __ - - - - -. $.'"7':...,....,~---,-;-:- (Line 3 less Line 6) $._ _--'7""3...

4."'6"'82::..1:.:1 (Attach explanation if amount certified differs from the amount applied Initial allfigw-es on this - Application and on the Continuation Sheet that are changed to conform with the amount certified.)

HANGE ORDER SUMMARY ADDITIONS DEbUCTIONS ARCHITECT: otal changes approved in previous months by Owner $ 0.01 $ O.O! By: _ _ ~ .,....... Date: _ otal aDoroved this Month $' O.Ol $ 0.01 TOTALS $ This Certificate is not negotiable. The AMOUNT CERTIFmD is payable only to the Contractor 0.01 $ O.O! named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of NET CHANGES bv Chanl!e Order $ O.O( the Owner or Contractor under this Contract.

SBS 0535 AlAIlD!l\lme~1 Gl~)lio;" 1$$~C9P~ghlC> 1~, 1~63.1se~. 1911.197~. 19a38/1ll1~~2byTl1eAmeJiCf!llliJsllllJle"'~~AIIrl{JlIls"",fVlId.\Vl\R~NG:TtiI~ A1A·DciG\llt\enl~prll~eI bYO'~' C..opyrilihll,aW a/lcll~b1mal!ona' T...!Ilies.Un"'..tl1l>~c1 ..procl..!1U0n C1rd1sllit!utll1n oflhl~.A1A· PO~lJ/IIllllt,o, any.pllrt~nCJflt, may ",..Illlln ..vo,'" civllenel ~rlmlnel penallies,lll1dwlll beJlroseeuted to 1 lltemaxfmumoXlentpossible under U1e law. Thla·~WlIs~ by AL\sO/lYiel8 ltI 18:17:22 lin 1~~12under,QJdofN9,347-7160119.:.ctwtioh:flllllll8S.lJII 05{1712()13.and,ls.noUlJI'ltis81e.

Us.rNoles: . . (1802251114) AlA Document G703'" -1992 Continuation Sheet AlA Document, G.7Q2lM':"199:2,Application and Certification for Payment, orG736#L20Q~. APPLICATION NO: 005 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, containing Contractor's signed certification is attached.

APPLICATION DATE: 11I30/2012 In tabulations below, amounts are in US dollars. PERIOD TO: 11/30/2012 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO' SSE-12-013 A B C ]j E F G H I WORK COMPLETED TOTAL MATERIALS BALANCE TO FROM COMPLETED i. RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS .AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) kNOT IN D OR E) (P+E) (D+E+F) 1 Mobilization 2,000.00 2,000.00 0.00 0.00 2,000.00 100.00 % 0.00 0.00 ,., Project 2 Sunerintendent 48,000.00 0.00 716.38 0.00 716.38 1.49% 47,283.6Z 0.00 3 Proiect Manae:ement 10,000.00 6,903.08 1,435.14 0.00 8338.22 83.38.% 1,6~1.78 .~. .0.00 : Rental of Temporary ; , : Facilities, Equipment~ :< ,:"'.

etc. Oth~r General Conditions Costs 9,000.00 3,000.00 709.03 1021.38 2,000.82 21.21 0.00 0.00 2709.85 1042.59 30.11 % 34.75 %, 629'0.15 • 1,957.41 .. ., .. :"",-' 0.00 0.00 6 Travel 12,000.00 1,116.02 26.06 0.00 1 142.08 9.52% 10,857.92 0.00 General Liability 7 Insurance 4904.00 4,904.00 0.00 0.00 4904.00 100.00 % .0.00 0.00 Builder's Risk 8 Insurance 1,840.00 755.28 188.82 0.00 944.10 51.31 % 895.90 0.00 9 Casual Labor 1,000.00 0.00 0.00 0.00 0.00 0.00% 1000.00 0.00 10 FinaJ Cleanine: i 800.00 0.00 0.00 0.00 0.00 0.00% 1800.00 0.00 11 Debris Removal 3,500.00 0.00 0.00 0.00 0.00 0.00% 3500.00 0.00 12 Surveyin~ & Stakin~ 2,177.50 2177.50 0.00 0.00 2,177.50 100.00 % 0.00 0.00 13 Site Utilities 16,322.50 9,800.00 0.00 0.00 9800.00 60.04% 6522.50 0.00 14 Foundation 12" thick 140 000.00 139,680.00 O,OQ 0.00 139,680.00 99.77% 320.00 0.00 Concrete Paving & 15 Curbs 71,000.00 16000.00 0.00 0.00 16,000.00 22.54 % 55,000.00 0.00 16 Mezzanines 3,800.00 0.00 0.00 0.00 0.00 0.00% 3,800.00 0.00 17 Concrete Stainine: 18,000.00 0.00 0.00 0.00 0.00 0.00% 18 000.00 0.00 !\lA Document 13703'" -1992. Copyright@1963. 1965. 1966. 1967.1S111, 1978, 1,963 "nd 1992by The American Insmute 01 ArchlteCts.!\l1 rights res"lVed. WARNING: ThISM",'OoGumenlls protecled by u.s. Copyright Law and International Treaties. Unauthorized reproduc.ticn or distribution ofthls AlAlI) Document. or any portion of It, may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law. This document was produced by AlA software al16:16:23 on 1210312012 under Order No.3477160119_1 which expires on 0511712013, and is not for resale. 1 User Notes: (1987399802) SBS 0536

(J' \...... n A B C D E F G H I WORK COMPLETED TOTAL MATERIALS' FROM COMPLETED BALANCE TO RETAINAGE IT)::M DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 18 Masonry - CMU 51,000.00 0.00 0.00 0.00 0.00 0.00% 51,000.00 0.00 19 Masonry - Stone 44 000.00 0.00 0.00 0.00 0.00 0.00% 44000.00 0.00 20 MiscMetals 1,000.00 97.70 0.00 0.00 97.70 9.77% 902.30 0.00 21 Rough Caroentry 8,000.00 0.00 0.00 0.00 0.00 0.00% 8,000.00 0.00 22 Cabinets & Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 23 Finish Caroeptrv 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 24 CCdar Plank Claddinl! 24,000.00 981.18 0.00 0.00 981.18 4.09% 23 018.82 0.00 Insulation & Fire 25 stopoing 2,500.00 0.00 0.00 0.00 0.00 0.00% 2.500.00 0.00 26 Caulking & Sealants MetalDoors & 2,500.00 0.00 0.00 0.00 0.00 ..

O.oooi. 2,500.00 ~ 0.00 27 Hardware 3,600.00 0.00 0.00 0.00 0.00 o.od% 3,600.00 0.00 28 Storefront I Windows 4,520.00 0.00 0.00 0.00 0.00 0.00.% 4,520.00 I 0.00 Wood poors & 29 Hardware· 1,300.00 0.00 0.00 0.00 0.00 0.00% 1300.00 0.00 30 Overhead Door-14' 3,250.00 0.00 0.00 0.00 0.00 0.00% 3,250.00 0.00 Metal Stud I Drywall 31 System 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 32 Paint 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 33 Susoended Ceilings 6,300.00 0.00 0.00 0.00 0.00 0.00% 6300.00 0.00 34 Ceramic Tile 2500.00 0.00 0.00 0.00 0.00 0.00% 2500.00 0.00 35 Caroet & Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers & 36 Cabinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 Metal Building - Including Hangar 38 Doors 353,203.00 0.00 256,155.24 0.00 256,155.24 72.52% 97,047.76 o.od 39 Stairs 6000.00 0.00 0.00 0.00 0.00 0.00% 6000.00 0.00 40 Plumbing 54,750.00 20,800.00 0.00 0.00 20,800.00 37.99% 33,950.00 0.00 AlA Document G703'" -1992. CopynghllSl 1963. 1965, 1966. 1967,1970, 1978.1983 and 1992 byThe Amencan InstllUle of Archllects. All rights reserved. WARNING: ThIS MAo, Document 's protected by U.S. Copyright Law and Intemat;onal Treaties. Unauthorized reproduction or distribution of this AJAi&l Document, or any portion afli, may result in severe civil and criminal penalties. and will be prosecuted to 2 lhe maximum extent possible'under lhelaw. This document was produced by AlA soflware at 16:18:23 on 12103/2012 under Order No.3477160119_1 which e""ires on 05/17/2013, and is not for resale.

User Notes: . (1967399802)

SBS 0537 A B C D E F G ·H I WORK COMPLETED TOTAL MATERIALS RETAINAGE FROM COMPLETED BALANCE TO ITEM DESCRIPTION OF SCHEDULED PRESENTLY % (IF VARIABLE PREVIOUS AND STORED TO (G+C) FINISH NO. WORK VALUE THIS PERIOD STORED (C-G) RATE) APPLICATION DATE (NOT IN D OR E) (D+E) (D+E+F) 41 HVAC 28437.00 0.00 0.00 0.00 0.00 0.00% 28,437.00 0.00 42 Big Ass Fans 15600.00 0.00 0.00 0.00 0.00 0.00% 15600.00 0.00.

43 Electrical 128,800.00 19,180.()Q 18,880.00 O.OG 38,060.00 29.55 % 90,740.00 0.00 44 Contractor's Fee 90,820.00 18091,34 22,350.8~ O.OQ 40442.15 44.53 %. 50;377.85 0.00' o.od 0.00 0.0<) 0.00 0.00 0.00% 0.00 0.00 GRAND TOTAL $1,226074.00. $244,216.51 $301774,48 $o.od $545,990.99 . 44.53 %. $680083.01 $0.00

SBS 0538 AlA Document G703'" -1992. Copyright © 1963, 1965, 1966. 1967.1970. 1978.1993 and 1992 by The American Institule 01 ArchileCts. All rights reserved. WARNING: This:AlA.ii Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or dlstribuUon of this /AlA tl Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to 3 the maximum exlent possible undor the law. This document was produced by AlA soflware at 16: 19:23 en 1210312012 under Order NQ.3477160119_1 which expires en 0511712013, and is not for resale.

User Netes: (1997399902) CONTRACTOR CONDITIONAL WAIVER AND RELEASE FOR PROGRESS PAYMENTS **** *** * ***** * Project: los Cerritos Hangar County Road 410 Uvalde, TX lob No. 12-10-1378 Upon receipt by the signer of this document of a check from Tri-Bar Ranch Company, Ltd. (make1' of check) in the sum of $ 271,597.03 payable to Select Building Systems, Inc. (payee 01' payees ofcheck) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in t11e signer'S position that the SigI1er has on the property of Tri-Bar Ranch Company, Ltd. (owner) located at County Road 410, Uvalde, TX (location) to the following extent: General Contractor (job description).

This release covers a progress payment for all labor, services, equipment, or materials furnished to the property or to Tri-Bar Ranch Company, Ltd. (person with whom signa contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished.

Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer.

The signer warrants that the signer has already paid or will use the funds received from this progress payment to "~omptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, }ipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress ;"'yment request(s).

Date: __--!..,z;.le;.,;. . __ I "]'~ ~. 20l.!- BY-:-A""":""el""eC9m""i.··.··P':,..·"" •• :'fr87' ~ . • • stems""'--e""y ·':i;;·· •• • .•• .... r.'In"".""c·:-------(-S;;~:; . .. y Nome)

Its: ~mLt6 V,p (Title) ./ ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF KENDALL § This instrument was acknowledged before me on this the of ~day ~~ ,20 /.;:1"., by David L. Morgan, the Executive Vice President of Select Building Systems, Inc. a Texas Corporation on behalf of said Corporation

otary Public, State of Texas ( . ~ JOHN C. MAYWALD MY COMMISSION EXPIRES I: .. .--.:-- Printed Name: ~.6WC..&1~~ Novembllr 27, 2015 My Commission Expires: /f~~~,;Jf)J~ SBS 0539 EXHIBIT 5 REQUEST FOR PA:Y'MENT

From: Select Building Systems, Inc. To: Tri-Bar Ranch Company, Ltd. Invoice: 137800005 P. O. Box 780849 10101 Reunion Place, Ste 1000 Invoice: 137800005 San Antonio, TX 78278-0849 San Antonio, TX 78216 Invoice date: 11/30/2012 P'i"riod ending date: 11/30/2012

Contract For: Request for payment: Original contract amount $1,226,074.00 . Approved changes $0.00 Project: 1378 Revised contract amount $1,226,074.00 Los Cerritos Hanaer Contract completed to date $545,990.99 Contract date: 5/17/2012 Add-ons to date $0.00 Taxes to date $0.00 Architect: Less retainage $54,599.10 m Total completed less retainage $491,391.89 Scope: ~ Less previous requests $219,794.86 OJ Current request for payment $271,597.03 -I Current billing $301,774.48 01 Current additional charges $0.00 Current tax $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Less current retainage $30,177.45 IGhanges approved in prevIous 1,177.50 -1,177.50 Imonths bv ()wnp.r Current amount due $271,597.03 Total approved this Month Remaining contract to bill $734,682.11 TOTALS 1177.50 -1177.50 NET CHANGES by Change Order I hereby certify that the work performed and the materials supplied to date, as shown on the above represent the actual value of the accomplishment under the terms of the Contract (and all authorized changes thereof) between the undersigned and the Tri-Bar Ranch Company, Ltd. relating to the above referenced project. I also certify that the contractor has paid all amounts previously billed and paid by the owner.

CONTRACTOR: Select Building Systems, Inc. State Of Texas County Of Kendall By: ,..-.,..., Subscribed and sworn to before me this day of , _ Date: ~ ___. ------ Notary Public My commission expires:

SBS 0540 REQUEST FOR PA :. .'H DETAIL Project: 1378 f Los Cerritos Hanger Invoice: 137800005 Invoice: 137800005 Period Ending Date: 11/30/2012 Page 2 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage' Contract Completed Completed To Date Comp Balance Amount Work This Period Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 Project Superintendent 48,000.00 716.38 716.38 1.49 71.64 Project Management 10,000.00 6,903.08 1,435.14 8,338.22 83.38 833.82 Temporary Facilities/Equipment 9,000.00 709.03 2,000.82 2,709.85 30.11 270.98 Other General Conditions 3,000.00 1,021.38 21.21 1,042.59 34.75 104.26 Travel 12,000.00 1,116.02 26.06 1,142.08 9.52 114.21 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 Builder's Risk Insurance 1,840.00 755.28 188.82 944.10 51.31 94.40 Casual Labor 1,000.00 Final Cleaning 1,800.00 Debris Removal 3,500.00 m 2,177.50 ·100.00 217.75 >< J: Surveying & Staking Site Utilities 2,177.50 16,322.50 2,177.50 9,800.00 9,800.00 60.04 980.00 OJ 14 Foundation - 12" Thick 140,000.00 139,680.00 139,680.00 99.77 13,968.00 -I 15 Concrete Paving & Curbs 71,000.00 16,000.00 16,000.00 22.54 1,600.00 01 16 Mezzanines 3,800.00 Concrete Staining 18,000.00 Masonry - CMU 51,000.00 Masonry - Stone 44,000.00 Mise Metals 1,000.00 97.70 97.70 9.77 9.77 Rough Carpentry 8,000.00 Cabinets & Millwork 14,150.00 Finish Carpentry 1,500.00 Cedar Plank Cladding 24,000.00 981.18 981.18 4.09 98.12 Insulation & Fire Stopping 2,500.00 Caulking & Sealants 2,500.00 Metal Doors & Hardware 3,600.00 Storefront & Windows 4,520.00 Wood Doors & Hardware 1,300.00 Overhead Door - 14' 3,250.00 Metal Stud & Drywall System 5,000.00 Paint 17,500.00 Suspended Ceilings 6,300.00

SBS 0541 REQUEST FOR PA' JT DETAIL Project: 13781 Los Cerritos Hanger Invoice: 137800005 Invoice: 137800005 Period Ending Date: 11/30/2012 Page 3 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work This Period Ceramic Tile 2,500.00 Carpet & Cove Base 5,000.00 Fire Extinguishers & Cabinets 1,000.00 Toilet Accessories 1,500.00 Metal Building & Hangar Doors 353;203:00 256,155.24 256,155.24 72.52 25,615.52 Stairs Plumbing 6,000.00 54,750.00 20,800.00 20,800.00 37.99 2,080.00 ..

41 HVAC 28,437.00 Big Ass Fans 15,600.00 Electrical 128,800.00 19,180.00 .18,880.00 38,060.00 29.55 3,806.00 Contractor's Fee 90,820.00 18,091.34 22,350.81 40,442.15 44.53 4,044.23

SBS 0542

Totals 1,226,074.00 244,216.51 301,774.48 545,990.99 54,599.10 / r \

Los Cerritos Hangar Cost Worksheet Draw on AlA forms (3 Originals) 1lI30/2012 SOY Reallocation Owner Revised Total Costs Draw # 5 Phase Code Hem # Budget Change Orders Change Orders Budget To-Date Costs I Mobilization 2,000.00 2,000.00 2,000.00 0.00 01-041 2 Project Superintendent 48,000.00 48,000.00 716.38 716.38 01-012 3 Project Management 10,000.00 10,000.00 8,338.22 1,435.14 01-500 RE ITPE 4 Rental of Temporary Facilities, Equipment, etc. 9,000.00 9,000.00 2,709.85 2,000.82 01-500 EXP/SAF 5 Other General Conditions Costs 3,000.00 3,000.00 1,042.59 21.21 17-001 6 Travel 12,000.00 12,000.00 1,142.08 26.06 01-760 GL 7 General Liability Insurance 4,904.00 4,904.00 4,904.00 0.00 01-760BR 8 Builder's Risk Insurance 1,840.00 1,840.00 944.10 188.82 01-545 CL 9 Casual Labor 1,000.00 1,000.00 0.00 01-710 SUB 10 Final Cleaning 1,800.00 1,800.00 0.00 01-545 DEB II Debris Removal 3,500.00 3,500.00 0.00 01-330 12 Surveying & Staking 1,000.00 1,177.50 2,177.50 2,177.50 0.00 02-732 SAN I 02-665 FIR 13 Site Utilities 17,500.00 (1,177.50) 16,322.50 9,800.00 0.00 03-300 FOU 14 Foundation 12" thick 140,000.00 140,000.00 139,680.00 0.00 ~02-520PAV 15 Concrete Paving & Curbs 71,000.00 71,000.00 16,000.00 0.00 ::J:03-300 MEZ 16 Mezzanines 3,800.00 3,800.00 0.00 -03·300STN 17 Concrete Staining 18,000.00 18,000.00 0.00 ~04-001 CMU 18 Masonry - CMU 51,000.00 51,000.00 0.00 -104-001 STO 19 Masonry. Stone 44,000.00 44,000.00 0.00 05-500 20 MiscMetals 1,000.00 1,000.00 97.70 0.00 06-110 21 Rough Carpentry 8,000.00 8,000.00 0.00 06-410 22 Cabinets & Millwork 14,150.00 14,150.00 0.00 06-200 23 Finish Carpentry 1,500.00 1,500.00 0.00 06-115 24 Cedar Plank Cladding 24,000.00 24,000.00 981.18 0.00 07-200 25 Insulation & Fire stopping 2,500.00 2,500.00 0.00 07-900 26 Caulking & Sealants 2,500.00 2,500.00 0.00 08-101 27 MetalDoors & Hardware 3,600.00 3,600.00 0.00 08-410 28 Storefront I Windows 4,520.00 4,520.00 0.00 08-201 29 Wood Doors & Hardware 1,300.00 1,300.00 0.00 08-331 30 Overhead Door-14' 3,250.00 3,250.00 0.00 09-111 31 Metal Stud I Drywall System 5,000.00 5,000.00 0.00 09-900 32 Paint 17,500.00 17,500.00 0.00 09-511 33 Suspended Ceilings 6,300.00 6,300.00 0.00 09-301 34 Ceramic Tile 2,500.00 2,500.00 0.00 09-680 35 Carpet & Cove Base 5,000.00 5,000.00 0.00 10-522 36 Fire Extinguishers & Cabinets 1,000.00 1,000.00 0.00 10-800 37 Toilet Accessories 1,500.00 1,500.00 0.00 13-121 38 Metal Building - Including Hangar Doors 353,203.00 353,203.00 256,155.24 256,155.24 05-510 39 Stairs 6,000.00 6,000.00 0.00 15-400 40 Plumbing 54,750.00 54,750.00 20,800.00 0.00 15-500 41 HVAC 28,437.00 28,437.00 0.00 11-999 42 Big Ass Fans 15,600.00 15,600.00 0.00 SBS 0543 Los Cerritos Hang~'r Cost Worksheet Draw on A.IA forms (3 Originals) 11130/2012 SOY Reallocation Owner Revised Total Costs Draw # 5 Phase Code Item # BlJdget Change Orders Change Orders Budget To-Date Costs 16-010 43 Electrical 128,800.00 128,800.00 38,060.00 18,880.00 Contractor's Fee 90,820.00 90,820.00 40,442.15 22,350.81 TOTA.LS $1,226,074.00 $0.00 $0.00 $1,226,074.00 $545,990.99 $301,774.48 Percent of Cost Complete $1,135,254.00 $505,548.84 44.53%

. I

SBS 0544 DEFENDANT1S EXHIBIT n ~)/ \ "--'"

ALA Document G702" -1992 Application and Certificate for Payment TO OWNER: TIi-Bar Ranch Company, Ltd. PROJECT: Los Cerritos Hanger APPLICATION NO: 006 Distribution to: to I Reunion Place, Ste 1000 County Road 410 PERIOD TO: December 31, 2012 OWNER: San Antonio, TX 78216 Uvalde, TX ARCHITECT: X CONTRACT FOR: General Construction FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03, 2012 CONTRACTOR: X CONTRACTOR: 17 Scenic Loop Rd. ARCHITECT: 222 Austin Hwy. PROJECT NOS: SSE-12-0l3! !

Boerne, TX 78006 San Antonio, TX 78209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor .certifies !lmHo!!le beStof~ C<lntractor'$ kllowled.ie, informlitlonand bj:lieft/le Wo!kcovered by this Applleationfor Payment hasbe!'nC<!mpletcr,l Inaccl,'lI~l!~ee WJtl~ the Application is made for payment, as shown below, in conneclion with the Contract. QWraot Documelll$.t!)l!Il!11 \U1lountshavebeen paid bytheContractof fur Wor~ for wJ)lchprev~Qus Continuation Sheet, AlA Document G703, is attached. C~rlificalesfor .Payme .' wefl:iS~ed\\lld payments received from the. Owner,and tbol oum~nt 1. ORIGINAL CONTRACT SUM , $ ],226,074.00 payment shown.1lc~ is ow due.

CONTRACTOR,d:t!Z-""'IJ'// "boahl-..p' ~ .,/""",2~=~::r--'··.?0,L..,:'.Z=-,_ 2. NET CHANGE BY CHANGE ORDERS $ --=0"".0:.:;0 3. CONTRACT SUM TO DATE (Line 1 ± 2) ,.. $ 1,226,074.00 By: _~"7If!'--:J,""":L..:."";;""h=--=_V-,!-I- . __ Date: ~:~j 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) $_---'7c.:;0.::J0,'-'-47;..:1"".3""9 State of: as 5. RETAINAGE: County of: Kendall a. _10_ _% of Completed Work Subscribed and sworn to before (Column 0 + E on G703) $ .;. 70"",0,;. 4;,.;,7,;.;:.1. ;,4 me th~~~Y()f ~.eca.~1 JOHN C. MAYWALD b. _0__% of Stored Material MY COMMISSION EXPIRES November 27,2015 (Column Fan G703) $, --.. :::0.:;:.0;.:::0 Notal}'Plllilic::: Total Retainage (Lines 530 + Sb or Total in Column I oCG703) $, 7:..;0:..;,0::..4",,7:..;.1-.:.4 Myeommissi 6. TOTAL EARNED LESS RETAINAGE .. $_---'6:.=3.;;;00'-'"42='-4;.:,;;.2=5 ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 TOll'l) In accordance with1heCoiltractDopuments; \la,sedonon;,si~ ol:!~~fVll1i9JlS ll1ld·t1lcdatli conlprising $_ _4.:.:;9..=cl,~39:..;1"".8:;,,9 this appli~tion . theA!'cbi~oteertiJies to the Q~erth81 t()t/le~I:Qft~Ai:9h!t~t~~ knowledge, 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) : information ana be'ieftheWqrkhl\Spro~essed as mdlcated;thequlIhty oHhe Work IS maccordance WiUl the CClntniot DOOtlment$, and the COlltractoris entiUed to payment of the AMOUNT 8. CURRENT PAYMENT DUE "' LI .:;cS_--=-:J3:.:.9!.:.,,03:...;2;;;;.3..:J4 CERTIFIED. . .

9. BALANCE TO FINISH, INCLUDING RETAlNAGE ' AMOUNT CERTIFIED $ _....,-..",.-:---,-,-- (Li ne 3 less Line 6) $, 5""9""S,,,,64,;.:9.:.;.7.;:.5 (At/ach explanation if alllount certified differs ji'om the amount applied Initial all figures on this Application and on the Continuation Sheet that are changed to conform with lhe amOl1l1( certified,) ~HANGE ORDER SUMMARY ADDITIONS DEDUCTIONS ARCHITECT: $ 0.0 $ O,OC By:_----~-------_ Date: _ - - - - - - - - !Total aDDroved this Month $ 0.0 $ O.OC This Certificate is not negotiable. The AMOUNT CERTIFIED is .payable ~nl): to the Co~trac!or TOTALS $ 0.0 $ O.ot named herein" Issuance, payment and acceptance of payment are WIthout prejudIce to any nghts of NET CHANGES by Chanee Order $ O.OC the Owner or Contractor under this Contract.

SBS 0545 AlA Document G702'M -1992. Copyrighl© 1953,1963,1965,1971.1976,1963 and 1992 by The American Instilute or Archilects. All rights reserved. WARNING: This AlAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'" Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA software at 15:14:46 on 12126/2012 under Order No,3477160119_1 which e:<pires on 05117/2013, and is not for resale.

User Notes: (14636e4200) Document G703™ - 1992 Continuation Sheet AlA Document, G702™ -1992, Application and Certification for Payment, or G736™-2oo9, APPLICATION NO: 006 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, APPLICATION DATE: 12/28/2012 containing Contractor's signed certification is attached.

In tabulations below, amounts are in US dollars. PERIOD TO: 12/31/2012 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO' SSE-12-013 A B C D E F G H J WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAlNAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % NO. WORK VALUE PREVIOUS STORED AND STORED TO (G+C) FINISH (IF VARIABLE , THIS PERIOD DATE (C -G) RATE) APPLICATION (NOT IN D OR E) 'j

(D+E) (D+E+F) 1 Mobilization 2,000.00 2000.00 0.00 0.00 2000.00 100.00 % 0.00 0.00 Project 2 SlIperintendent 48000.00 716.38 4,531$.73 0.00 5,253.11 10.94 % 42,746.89 0.00 3 _Project Management 10,000.00 8,338.22 1,230.11 0.00 9,51$8.33 95.68 % 431.67 0.00 Rental ofTemporary Facilities, Equipment, I 4 etc. 9000.00 2709.85 1 033.82 0.00 3743.67 41.60 % 5256.33 0.00 Other General ;i Conditions Costs 3,000.00 1042.59 518.53 0.00 1,561.12 52.04% 1,438.88 0.00 6 Travel 12,000.00 1,142.08 2,435.89 0.00 3577.97 29.82 % 8,422.03 0.00 General Liability ., !

7 Insurance 4,904.00 4,904.00 0.00 0.00 4904.00 100.00 % 0.00 0.00 Builder's Risk 8 Insurance 1.840.00 944.10 188.82 0.00 1132.92 61.57% 707.08 0.00 9 Casual Labor 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 10 Final Cleaning 1,800.00 0.00 '0.00 0.00 0.00 0.00% 1,800.00 0.00 11 Dehris Removal 3,500.00 0.00 750.00 0.00 750.00 21.43 % 2,750.00 0.00 12 Survc;1ying & Staking 2,177.50 2,177.50 0.00 0.00 2,177.50 100.00 % 0.00 0.00 13 Site Utilities 16,322.50 9,800.00 0.00 0.00 9,800.00 60.04% 6522.50 0.00 14 Foundation 12" thick 140,000.00 139680.00 0.00 0.00 139,680.00 99.77 % 320.00 0.00 Concrete Paving & 15 Curbs 71,000.00 16,000.00 0.00 0.00 16,000.00 22.54 % 55000.00 0.00 16 Mezzanines 3,800.00 0.00 0.00 0.00 0.00 0.00% 3,800.00 0.00 17 Concrete staining 18000.00 0.00 0.00 0.00 0.00' 0.00% 18,000.00 0.00 AlA Document G703'M -1992. Copyright@1963, 1965. 1966.1967,1970,1978.1983 and 1992 by The American Instilule of Architects. All rights reserved. WARNING: Thls~' Dooumentis protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution oftllis AIA~ Document, or any portion of It, rnay result In severe civil and oriminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This document was produced by AlA software at 15: 15:51 on 12128/2012 under Order No.3477160119_1 which expires on 05117/2013, and is not for resale.

User Notes: (1481000814) SBS 0546

o o ···n A B C D E F' G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G+C) APPLICATION DATE (C - G) RATE) (NOT IN D OR E) (D+ E) (D+E+F) 18 Masonry - CMU 51,000.00 0.00 49,000.00 0.00 49000.00 96.08 % 2,000.00 0.00 J9 Masonry - Stone 44,000.00 0.00 0.00 0.00 0.00 0.00% 44,000.00 0.00 120 MiscMetals 1,000.00 97.70'" 0.00 0.00 97.70 9.77% 902.30 0.00 21 Rough Carpentry 8,000.00 0.00 0.00 0.00 0.00 0.00% 8,000.00 0.00 22 Cabinets & Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 23 Finish Carpentry 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 24 Cedar Plank Cladding 24,000.00 981.18 0.00 0.00 981.18 4.09% 23,018.82 0.00 Insulation & Fire 25 stoppina 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 26 Caulking & Sealants 2,500.00 0.00 0.00 0.00 0.00 0.00% 2,500.00 0.00 MetalDoors & 27 Hardware 3,600.00 0.00 2,762.68 0.00 2,762.68 76.74 % 837.32 0.00 28 Storefront f Windows 4,520.00 0.00 1 019.00 0.00 1,019.00 22.54% 3,501.00 0.00 Wood Doors & 29 Hardware 1,300.00 0.00 0.00 0.00 0.00 0.00% 1,300.00 0.00 30 Overhead Door-14' 3.250.00 0.00 0.00 0.00 0.00 0.00% 3,250.00 0.00 Metal Stud f Drywall 31 System 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0;00 32 Paint 17,500.00 0.00 0.00 0.00 0.00 0.00% 17,500.00 0.00 33 Suspended Ceilimzs 6,300.00 0.00 0.00 0.00 0.00 0.00% 6300.00 0.00 34 Ceramic Tile 2,500.00 0.00 0.00 0.00 0.00 0.00% 2500.00 0.00 35 Carpet & Cove Base 5000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers & 36 Cabinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 Metal Building - Including Hangar 38 Doors 353,203.00 256,155.24 59,851.50 0.00 316,006.74 89.47 % 37,196.26 0.00 39 Stairs 6,000.00 0.00 0.00 0.00 0.00 0.00% 6000.00 0.00 40 Plumbing 54750.00 20,800.00 0.00 0.00 20,800.00 37.99% 33,950.00 0.00 .

AlA Document G703 T101 -1992. Copynghl © 1963. 1965, 1966, 1967,1970,1978,1983 and 1992 byTheAmencan Institute 01 Architects. All rights reserved. WARNING: This AlA Document IS protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this /lJA'" Op~ument. or any portion of it, may result In severe civil and criminal penalties. and will be prosecuted to 2 the maximum extent possible under the law. This document was produced by AlA software aI15:15:51 on 12/28/2012 under Order No.3477160119_1 Which expires on 0511712013, and is nol for resale.

User Notes: (1481000814) SBS 0547 A B C D EI F G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % (IF VARIABLE PREVIOUS AND STORED TO FINISH NO. WORK VALUE THIS PERIOD STORED (G+C) APPLICATION DATE (C - G) RATE) (NOT IN D OR E) (D+El (D+E+F) .

41 HVAC 28,437.0Q! 0.00 0.00 0.00 0.00 0.00% 28437.00 0.00 42 Big Ass Fans 15600.00 0.00 0.00 O.O@ 0.00 0.00% 15600.00 0.00 43 Electrical 128,800.00 38060.00 19710.00 0.00 57770.00 44.85 % 71,030.00 0.00 44 Contractor's Fee 90,820.00 40442.15 11,443.32 0.00 51,885A? 57.13 % 38934.53 0.00 0.00 O.(lO 0.00 0.00 0.00 0.00% 0.00 0.00 .GRAND TOTAL $1,226,07.4.00 $545,990.99 $154,480.40 $0.00 $700,471.39 57.13 % $525,602.61 $0.00

SBS 0548

AlA Documeni G703'M -1992. Copyright ~ 1963, 1965, 1966, 1967,1970, 1976,' 1963 and 1992 by The American Inslitute of Archilecls. All rlghl. reserved. WARNING: This AI",e,DocumenlIs protected by U.S. Copyrighl Law and International Trealles. Unauthorized reproduclion or distribution of this AJA~ Document, or any porlion ofll, may result In severe civil and criminal penalties, and will be proseculed to 3 the maximum extent possible under the law. This document was produced by AlA software ailS: 15:51 on 12/26/2012 under Order No.3477160119_1 which expires on 05/17/.2013. and is nol for resale.

User Noles: (1461000614)

o u CONTRACTOR CONDITIONAL WAIVER AND RELEASE FOR PROGRESS PAYMENTS ****** * ** ***** Project: Los Cerritos Hangar County Road 410 Uvalde, TX Job No. 12-10-1378 Upon receipt by the signer of this document of a check from Tri-Bar Ranch Company, Ltd. (maker of check) in the sum of $ 139,032.36 payable to Select Building Systems, Inc. (payee or payees ofcheck) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property of Tri-Bar Ranch Company, Ltd. (owner) located at County Road 410, Uvalde, TX (location) to the following extent: General Contractor (job desC1·iption).

TIns release covers a progress payment for all labor, services, equipment, or materials furnished to the property or to Tri-Bar Ranch Company, Ltd. (petson with whom signet contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished.

Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer.

The signer warrants that the signer has already paid or will use the funds received from this progress payment to ~mpt1ypay in full all of the signer's laborers, subcontractors, matelialmen, and suppliers for all work, materials, ipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s).

Date: --":"/.-"ii1,,-~='2-,,-!_--,>. 20fl- BY-:7-~--"s""e];:eO"'ct"::::~U~1:~.~~in~ .. ~:"" •..•""s""~te",.m·· .•. ",.s:>..,Ib.~.~C''--------(S-i~:~;anY Nom,)

Its: ~t/n ~ E I..~ (Title) ACKNO'WLEDGMENT .. ~,

STATE OF TEXAS § COUNTY OF KENDALL § This instrument was acknowledged before me on this the £ d a y of ~13--;r< , 20 C..)....... , by David L. Morgan , the Executive Vice President of Select Building Systems. Inc. a Texas Corooration on behalf of said Coworation

JOHN C. MAYWALD MY COMMISSION EXPIRES Printed Name: _1>4::-:';"_ _...-,_+,---::;;;"- November27,2015 My Commission Expires: --:.-=-r"""'-~"-" SBS 0549 EXHIBIT 6 REQUEST FOR Pi-dMENT

From: Select Building Systems, Inc. To: Tri-Bar Ranch Company, Ltd. Invoice: 137800006 P. O. Box 780849 10101 Reunion Place, Ste 1000 Invoice: 137800006 San Antonio, TX 78278-0849 San Antonio, TX 78216 Invoice date:' 12/31/2012 Period ending date: 12/31/2012

Contract For: Request for payment: Original contract amount $1,226,07.4.00 Approved changes $0.00 Project: 1378 Revised contract amount $1,226,074.00 Los Cetritos Hanaer Contract completed to date $700,471.39 Contract date: 5f17/2012 Add-ons to date $0.00 Taxes to date $0.00 Architect: Less retainage $70,047.14 Total completed less retainage $630,424.25 Scope: ~IIJ i' Less previous requests $491,391.89 Current request for payment $139,032.36 -I Current billing $154,480.40 c» Current additional charges $0.00 Current tax $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Less current retainage $15,448.04 IGhanges approved In prevIous 1,177.50 -1,177.50 Current amount due months bv Owner $139,032.36 Total approved this Month 3,060.00 -3,060.00 Remaining contract to bill $595,649.75 TOTALS 4237.50 -4237.50 NET CHANGES by Change Order 1hereby certify that the work performed and the materials supplied to date, as shown on the above represent the actual value of the accomplishment under the terms of the Contract (and all authorized changes thereof) between the undersigned and the Tri-Bar Ranch Company, Ltd. relating to the above referenced project. I also certify that the contractor has paid all amounts previously billed and paid by the owner.

CONTRACTOR: Select Building Systems, Inc. State Of Texas County Of Kendall By: ------ ----.,. Subscribed and sworn to before me this day of ,; _ Date: _~ ~-- _ Notary Public My commission expires:

SBS 0550

o o REQUEST FOR PI :NT DETAIL Project: 1378 / Los Cerritos Hanger Invoice: 137800006 Invoice: 137800006 Period Ending Date: 12/31/2012 Page 2 of 3 Pages

Item ID Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Camp Balance Amount Work This Period Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 Project Superintendent 48,000.00 716.38 4,536.73 5,253.11 10.94 525.31 Project Management 10,000.00 8,338.22 1,230.11 9,568.33 95.68 956.83 Temporary Facilities/Equipment 9,000.00 2,709.85 1,033.82 3,743.67 41.60 374.36 Other General Conditions 3,000.00 1,042.59 518.53 1,561.12 52.04 156.11 Travel 12,000.00 1,142.08 2,435.89 3,577.97 29.82 357.80 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 Builder's Risk Insurance 1,840.00 944.10 188.82 1,132.92 61.57 113.28 Casual Labor 1,000.00 Final Cleaning 1,800.00 Debris Removal 3,500.00 750.00 750.00 21.43 75.00 217.75 ~ Surveying & Staking 2,177.50 2,177.50 2,177.50 100.00 S'ite Utilities 16,322.50 9,800.00 9,800.00 60.04 980.00 :J: Foundation - 12" Thick 140,000.00 139,680.00 139,680.00 99.77 13,968.00 to 15 Concrete Paving & Curbs 71,000.00 16,000.00 16,000.00 22.54 1,600.00 -I 16 Mezzanines 3,800.00 0) Concrete Staining 18,000.00 Masonry - CMU 51,000.00 49,000.00 49,000.00 96.08 4,900.00 Masonry - Stone 44,000.00 Misc Metals 1,000.00 97.70 97.70 9.77 9.77 Rough Carpentry 8,000.00 Cabinets & Millwork 14,150.00 Finish Carpentry 1,500.00 Cedar Plank Cladding 24,000.00 981.18 981.18 4.09 98.12 Insulation & Fire Stopping 2,500.00 Caulking & Sealants 2,500.00 Metal Doors & Hardware 3,600.00 2,762.68 2,762.68 76.74 276.27 Storefront & Windows 4,520.00 1,019.00 1,019.00 22.54 101.90 Wood Doors & Hardware 1,300.00 Overhead Door - 14' 3,250.00 Metal Stud & Drywall System 5,000.00 Paint 17,500.00 Suspended Ceilings 6,300.00

SBS 0551 REQUEST FOR PI ~NT DETAIL Project: 13781 Los Cerritos Hanger Invoice: 137800006 Invoice: 137800006 Period Ending Date: 12/31/2012 Page 3 of 3 Pages

ItemlD Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work This Period Ceramic Tile 2,500.00 Carpet & Cove Base 5,000:00 Fire Extinguishers & Cabinets 1,000.00 Toilet Accessories 1,500.00 Metal Building & Hangar Doors 353,203.00 256,155.24 59,851.50 316,006.74 89.47 31,600.67 Stairs 6,000.00 Plumbing 54,750.00 20,800.00 20,800.00 37.99 2,080.00 HVAC 25,377.00 Big Ass Fans 18,660.00 Electrical 128,800.00 38,060.00 19,710.00 57,770.00 44.85 5,777.00 Contractor's Fee 90,820.00 40,442.15 11,443.32 51,885.47 57.13 5,188.57

SBS 0552

Totals 1,226,074.00 545,990.99 154,480.40 700,471.39 70,047.14 Los Cerritos Hangar Cost Worksheet Draw on AlA forms (3 Originals)

SOY Reallocation Owner Revised Total Costs Draw 116 Phase Code Item # Budget Change Orders Cbange Orders Budget To-Date Costs I Mobilization 2,000.00 2,000:00 2,000.00 0.00 01-041 2 Project Superintendent 48,000.00 48,000.00 5,2~3.11 4,536.73 01-012 3 Project Management 10,000.00 10,000.00 9,568.33 1,230.11 01-500 RE/TPEIMATIPC 4 Rental of Temporary Facilities, Equipment, etc. 9,000.00 9,000.00 3,743.67 1,033.82 01-500 EXP/SAF 5 Other General Conditions Costs 3,000.00 3,000.00 1,561.12 518.53 17-001 6 Travel 12,000.00 12,000.00 3,577.97 2,435.89 01-760GL 7 General Liability Insurance 4,904.00 4,904.00 4,904.00 0.00 01-760 BR 8 Builder's Risk Insurance 1,840.00 1,840.00 1,132.92 188.82 01-545 CL 9 Casual Labor 1,000.00 1,000.00 0.00 01·710 SUB 10 Final Cleaning 1,800.00 1,800.00 0.00 01-545 DEB 11 Debris Removal 3,500.00 3,500.00 750.00 750.00 01-330' 12 Surveying & Staking 1,000.00 1,177.50 2,177.50 2,177.50 0.00 02-732 SAN I 02-665 FIR 13 Site Utilities 17,500.00 (1,177.50) 16,322.~0 9,800.00 0.00 ~ 03-300 FOU 14 Foundation 12" thick 140,000.00 140,000.00 139,680.00 0.00 02-520 PAY 15 Concrete Paving & Curbs 71,000.00 71,000.00 16,000.00 0.00 :c 03-300 MEl 16 Mezzanines 3,800.00 3,800.00 0.00 Di 03-300 STN 17 Concrete Staining 18,000.00 18,000.00 0.00 -I 04-00 I CMU 18 Masonry - CMU 51,000.00 51,000.00 49,000.00 49,000.00 0) 04-00 I STO 19 Masonry - Stone 44,000.00 44,000.00 0.00 05-500 20 Misc Metals 1,000.00 1,000.00 97.70 0.00 06-110 2[ Rough Carpentry 8,000.00 8,000.00 0.00 06-410 22 Cabinets & Millwork 14,150.00 14,150.00 0.00 06-200 23 Finish Carpentry 1,500.00 1,500.00 0.00 06-115 24 Cedar Plank Cladding 24,000.00 24,000.00 981.18 0.00 07-200 25 Insulation & Fire stopping 2,500.00 2,500.00 0.00 07-900 26 Caulking & Sealants 2,500.00 2,500.00 0.00 08-101 27 MetalDoors & Hardware 3,600.00 3,600.00 2,762.68 2,762.68 08-410 28 Storefront I Windows 4,520.00 4,520.00 1,019.00 1,019.00 08-201 29 Wood Doors & Hardware 1,300.00 1,300.00 0.00 08-331 30 Overhead Door- I4' 3,250.00 3,250.00 0.00 09-111 31 Metal Stud I Drywall System 5,000.00 5,000.00 0.00 09-900 32 Paint 17,500.00 17,500.00 0.00 09-511 33 Suspended Ceilings 6,300.00 6,300.00 0.00 09-301 34 Ceramic Tile 2,500.00 2,500.00 0.00 09-680 35 Carpet & Cove Base 5,000.00 5,000.00 0.00 10-522 36 Fire Extinguishers & Cabinets 1,000.00 1,000.00 0.00 10-800 37 Toilet Accessories 1,500.00 1,500.00 0.00 13-121 38 Metal Building - Including Hangar Doors 353,203.00 353,203.00 316,006.74 59,851.50 05-5 I0 39 Stairs 6,000.00 6,000.00 0.00 [5-400 40 Plumbing 54,750.00 54,750.00 20,800.00 0.00 SBS 0553 ..... : Los Cerritos Hangar Cost Worksheet Draw on AIA forms (3 Originals) SOy Reallocation Owner Revised Total Costs Draw # 6 Phase Code Item # 'Budget Change Orders Change Orders Budget· To-Date Costs 15-500 41 HVAC 28,437.00 (3,060.00) 25,377.00 0.00 11-999 42 BigAssFans 15,600.00 3,060.00 18,660.00 0.00 16-010 43 Electrical 128,800.00 128,800.00 57,770.00 19,710.00 44 Contractor's Fee 90,820.00 90,820.00 51,885.47 11,443.32 TOTALS $1,226,074.00 $0.00 $0.00 $1,226,074.00 $700,471.39 $154,480.40 Percent of Cost Complete $1,135,254.00 $648,585.92 57.13%

SBS 0554 Document G702™ -1992 Application and Certificate for Payment TO.OWNER: Trl,Bll£:Rjmqh Company, Ltd. PROJECT: Los Cerritos Hanger APPLICATION NO: 007 Distribution to: IO 10 I Reunion Place, Ste 1000 County Road 410 PERIOD TO: January 31, 2013 OWNER: San Antonio, IX 78216 Uvalde, IX CONTRACT FOR: Geneml Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03, 2012 CONTRACTOR: X CONTRACTOR: 17 Scenic Loop Rd. ARCHITECT: 222 Austin Hwy. PROJECT NOS: SSE-l2-0J3/ / Boerne, TX 78006 San Antonio, 78209 n<; FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT Th~ ull~ersignedContra91orccltifiesthaltothe;!lest ofthe Contractor's knowledge, infonnation and bl;lieflbe Work covered by this Appliqation fur Payment has been completed in accordance with the Application is made for payment, as shown below, in connection with the Contract. ContraetDocuments,\l'latall amountsh~ve~enpaid by the Contractor for Work for which previous Continuation Sheet, AlA Document G703, is attached. Certificates for p'ayment were issued and payments received from the Owner, and that cu.rrent 1. ORIGINAL CONTRACT SUM M,..,M••M , $ 1,226,074.00 payment shown herein is now due.

~::;~ 2. NET CHANGE BY CHANGE ORDERS $_ _.:.;7..::;2l.O.1..;..44",.0=0 3. CONTRACT SUM TO DATE (Line I *2) M '$ M 1,298,218.00 Date:f4M ~. TOTAL COMPLETED & STORED TO DATE (Colunm G on m03) $,_ _8::.:3:::2z::,5..:.:49~.l:.=.3 5. RETA1NAGE; County of: KENDALL a. .!..2...-% of Completed Work Sui;scrib~d and sworn. tObeA'.r.•~.. . JOHN C. MAYWA!.O (Column D + E on G703) $_ _----'8;,;:.3,"'2;;..54"".9..:;.1 me this .5~dayof.~~ ,JtJU b. ° % of Stored Material (Colun,m F on m03) $ --'0.:.;.0;;,;,0 NotaryP!1blic: ~ MY COMMISSION EXPIRES November 27, 2015 Total Retainage (Lines 5a + 5b or Total in Column 1of 0703) $ 8.:.;3:..<,2::.;5.:.;4"".9. :.1 My COJ1lmi$~i<la~:' - ff.·")1~ ()o.s- 6, TOTAL EARNED LESS RETAINAGE , $_ _7:...;4~9,L:29;;..4:.;,:.2::::2 ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5 Total) In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Arqhi~t:tllertifies l() thcOwnerthat to tbe best.of the Archite~t'.s knowledge, 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT $_----:;6.:;..30"-,4..::2..:.;.4.2=5 infonnation and be(jeft~c Worlc has ero~~ aslndl~e~ ~quallty ofthe Work IS In accordance (Line 6 from prior Certificate) with the Cootract D~m&mt; and die Contractor IS tntitled to payment of the AMOUNT 8. CURRENT PAYMENT DUE .::..$_----:..1l:.;.8:..;.,8.:.;69.:.;.9-'lq 1-1 CERTll'IED.

9. BALANCE TO FINISH, INCLUDING RETAlNAGE -: AMOUNT CERTIFIED $ ,_-:-,.,...."._ _--.-~ (Line 3 less Line 6) $ 548,923.78 (Attach explanation if amount certified differsfrom the amount applied, Initial allfigures on this Application and on the Continuation Sheet that are changed to conform with the amount certified) HANGE ORDER SUMMARY ADDITIONS DEDUCTIONS ARCHITECT: otal changes approved in previous months by Owner $ 72,144.0 $ 0.0 By: _ Date: _ otal approved this Month. $ 0.0 $ 0.0 This Certificate is not negotiable. The AMOUNT CERTll'IED is payable only to the Contractor TOTALS $ 72,144.0 $ 0.0 named herein, Issuance, payment and acceptance of payment are without prejudice to any rights of l'IET CHANGES by Change Order $ 72,144.0 the Owner or Contractor under this Contract.

SBs 0555 N~ Do"umsnt ~70111< -199~;,COpyrl9ht 01lll;3.1.963. 1965.1971.• 1078, 10M ""d11l112byThe Amori"""~tillJl" of.~i~AlI tlShtif (';uJvt!d. W!iRlllNG:1I11"Al,o,", DOc!lm.ntl:sp"'l~c.led by U.$.

Copyrfghll,aW and Inlamalional,ns.all~,I,Jna\jthotl~a.d,r,apro.duetlono(l!I~lrtl,lutll1nll'tbI5AlA .. P,!~urnent;""any. pol't/onoflt,may(.sUlt III saVera civil and Ilrinlinalpenalllu.;opd wlU baprosacuted to 1 tha maximum "xtalit ponlble,unllerlhe law. T/Ilsdocument was produced by AlA 6011wateal 16:52:3hll 02/01/2013 under Order N().3477160119_1 wtlicit alqllrason OS/1712013. andlsnot for ~e.

Usaf N"las:. (11 ~7861 59) /-~'\ I ) '----_.--)

/"---""'''\ ( ') \~--j

EXHIBIT 6 DEFENDANT1S EXHIBIT • I /~ ( / )

1992 Continuation Sheet AlA bocument, G702™-1992, Application and Certification for Payment, or G7361M-2009, APPLICATION NO: 007 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, APPLICATION DATE: 01/31/2013 containing Contractor's signed certification is attached.

In tabulations below, amounts are in US dollars. PERIOD TO: 01/31/2013 Use Column ron Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO: SSE-12-013 A B C D E F G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETArNAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G +C) APPLICATION DATE (C- G) RATE) (NOT IN 0 OR E) (D+E) (D+E+F) I Mobilization 2,000.00 2,000.00 0.00 0.00 2,000.00 100.00 % 0.00 0.00 Project 2 Superintendent 48,000.00 5253.11 3,586.98 0.00 8,840.09 18.42 % 39,159.91 0.00 3 Project Management 10000.00 9,568.33 1,614.23 0.00 11,182.56 111.83 % -1,182.56 o.bo Rental ofTemporary , : ': ~. f Facilities, Equipment, 4 etc. 9,000.00 3743.67 930.47 0.00 4,674.14 51.93'% ,: 4,325,86 0.00 Other General 5 Conditions Costs 3,000.00 1,56I.I2 316.51 0.00 1,877.63 62.59 % 1,1'22.37 0.00 6 Travel 12,000.00 3577.97 2,035.13 0.00 5,613.10 46.78 % 6386.90 0.00 General Liability 7 Insurance 4,904.00 4,904.00 0.00 0.00 4904.00 100.00 % 0.00 0.00 Builder's Risk 8 Insurance 1,840.00 1,132.92 188.82 0.00 1,321.74 71.83 % 518.26 0.00 9 Casual Labor 1000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 10 Final Cleaning 1,800.00 0.00 0.00 0.00 0.00 0.00% 1,800,00 0.00 11 Debris Removal . 3,500.00 750.00 0.00 0.00 750.00 21.43 % 2,750.00 0.00 12 Surveying & Staking 2,177.50 2,177.50 0.00 0.00 2,177.50 100.00 % 0.00 0.00 13 Site Utilities 16,322.50 9,800.00 0.00 0.00 9800.00 60.04 % 6,522.50 0.00 14 Foundation 12" thick 140,000.60 139,680.00 0.00 0.00 139,680.00 99.77 % 320.00 0.00 Concrete Paving & 15 Curbs 71,000.00 16,000.00 0.00 0.00 16,000.00 22.54 % 55,000.00 0.00 16 Mezzanines 3,800.00 0.00 0.00 0.00 0.00 0.00% 3 800.00 0.00 17 Concrete Staining; 18,000.00 0.00 0.00 0.00 0.00 0.00% 18000.00 0.00 AlA Document G703"" -1992. CoPyn9hl © 1963. 1965, 1966, 1967.1970, 1.978. 1983 and 1992 byThe Amencan Instotute of Archltecls. All rights reserved. WARNING: ThiS AlA- Document ,s protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AJA CI Document, or any portion afit, may result in severe civil and criminal penalties, and will be prosecuted to 1 the maximum extent possible under the law. This documenl was produced by AlA software at 08:51 :43 on 0210512013 under Order 1',10.3477160119 1 which expires on 0511712013. and is not for resale.

User Notes: - (2004169594)

SBS 0556 A B C D E F G H I WORK COMPLETED TOTAL MATERIALS FROM COMPLETED BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERIOD STORED (G+C) APPLICATrON DATE (C-G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 18 Masonry - CMU 51 000.00 49,000.00 3650.00 0.00 52,650.00 103.24 % -1,650.00 0.00 19 Masonrv • Stone 44,000.00 0.00 8;650.00 0.00 .8 650.00 19.66 % 35,350.00 0.00 20 Misc Metals 1,000.00 97.70 o.od 0.00 97.70 9.77% 902.30 0.00 :41 R()qgh'~PAAtn-" 8 000.00 0.00 4,251.64 0.00 4,251.64 . 53.15 % 3 748.36 0.00' ~ C@iri~& Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14,150.00 0.00 ~3. FiJti$ft ClU:PM6;)r 1 500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 24 Cedar Plank Cladding 24,000.00 981.18 0.00 O.OD 981.18 4.09% 23,018.82 0.00 IQll~lIti(!Jl& Fire 25 st-oppipJt. 2,500.00 0.00 0.00 O.ol! ~. 0.00 0.00% 2500.00 0.00 i2~ ¢3l,llkitlg.& Sealants 2,500.00 0.00 0.00 0.00 0.00 0.00% 2500.00 0.00 MetalDoors & 27 Hardware 3,600.00 2,762.68 0.00 0.00 2,762.68. 76.74 % 837.32 0.00 ~8 storefront I Windows 4,520.00 1,019.00 3501.00 0.00 4,520.00 100.00 % 0.00 0.00 Wood Doors & 29 Hardware 1,300.00 0.00 1,242.96 0.00 1,242.96 95.61 % 57.04 0.00 30 Overhead Door-14' 3,250.00 0.00 0.00 0.00 0.00 0.00% 3,250.00 0.00 Mlltlll Stud I Drywall 31 sY$~ 5,000.00 0.00 1,835.1 7 0.00 1,835.17 36.70 o/c 3,]64.83 0.00 In Paint 17,500.00 0.06 0.00 0.00, 0.00 0.00% 17500.00 0.00 33 . $~~"~l1ge<l CeilingS 6,300.00 0.00 0.00 0.00 0.00 0.00% 6,300.00 . 0.00 ,34 Ceramic Tile 2,500.00 0.00 0.00 0.00 0.00 0.00% 2 500.00 0.00 3S ¢prpclt& Cove Base 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fjr~Extinguishers & 36 Cllbinets 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.00 0.00 37 Toilet Accessories 1,500.00 0.00 0.00 0.00 0.00 0.00% 1,500.00 0.00 MetilfBuilding - . hlcJuding Hangar 38 Doors 353,203.00 316,006.74 15,185.95 0.00 331,192.69 93.77% 22,010.31 0.00 39 Stairs 6,000.00 0.00 0.00 0.00 0.00 0.00% 6000.00 0.00 40 Plurn~itlg. 54,750.00 20,800.00 0.00 0.00 20800.00 37.99% 33950.00 0.00 AlA Document G703,M -1992. Copynghl @ 1963. 1965, 1966. 1967,1970. 1978. 1983 and 1992 by The Amencan Inshlul,,- of Archllects. All ,Ighls reserved. WARNiNG: This ;AJA~ Document Is prolected by U.S. Copyright Law and International Treatie•• Unauthorized reproduction or distribution of this AlA'" Document, or any portion of it, may result In severe civil and crlmlnalpenallies, and will be prosecuted to 2 the maximum extent possible under the law. This document was produced by AlA software al 08:51:43 on 02105/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is nol for resale.

User Notes: (2004169594)

SBS 0557

o () (,~ ------.." ~\ (j (~ ( / \ )

A B C D E F G H I WORK COMPLETED TOTAL MATERIALS RETAINAGE FROM COMPLETED BALANCE TO ITEM DESCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE THIS PERlOD STORED (G+C) APPLICATION DATE (C - G) RATE) (NOT IN D OR E) (D+E) (D+E+F) 41 HVAC 28,437.00 0.00 6,420.00 0.00 6,420.00 22.58 % 22,017.00 0.00 42 Big Ass Fans 15,600.00 0.00 0.00 0.00 0.00 0.00% 15,600.00 0.00 43 Electrical 128,800.00 57,770.00 31,480.00 0.00 89250.00 69.29 % 39,550.00 0.00 144 Contractor's Fee 90,820.00 51,885.47 6,793.33 0.00 58,678.80 64.61 % 32,141.20 0.00 COl Masonry 12,700.00 0.00 12,700.00 0.00 12,700.00 100.00 % 0.00 0.00 COl Cedar Plank Claddin~ 6,800.00 0.00 0.00 0.00 0.00 0.00% 6,800.00 0.00 COl Metal Building 12,000.00 0.00 12,000.00 0.00 12,000.00 100.00 % 0.00 0.00 COl Electrical 9,800.00 0.00 0.00 0.00 0.00 0.00% 9,800.00 0.00 COl Contractor's Fee 3,300.00 0.00 1,976.00 0.00 1,976.00 59.88 % 1,324.00 0.00 CO2 Storefront/Windows 25,504.00 0.00 12,703.29 0.00 12,703.29 49.81 % 12,800.71 0.00 CO2 Cantractor's Fee 2,040.00 0.00 1,016.26 0.00 1,016.26 49.82% 1,023.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 GRAND TOTAL $1,298,218.00 $700,471.39 $132077.74 $0.00 $832,549.13 64.13 % $465,668.87 $0.00

SBS 0558

AlADollII/1\llIltGil'03'M-19112.~P)'lighl Cl1963, 19&5, 1966. 1ll67,f970. 1S:78, 1988 _1992 by The American Institute or Architects. All rights reserved. WARNING: This AlA" Document Is protected by U.S. CqPyrlghtl"a\V~"d~nte",a~Qn~1 Tr'ls(lell. U"alllhorl~d'",pro.llucliQP DrdlSlributlQnofthls AlA" Document, or any pDrtlon of it, may result in severe civil and criminal penalties. and will be prosecuted to 3 Ih.e maidmum exlllni pO$~lble under lI1e law, Tl1lsl\0ClJIll1lS11 Wll$Cpr~bY AIAsoftwarB at 08:51:43 on 02105/2013 under Order No.3477160119_1 which expires on 05/17/2013, and is nOl forresale.

UserNQtn: (2004169594) CONTRACTOR CONDITIONAL WAIVER AND RELEASE FOR PROGRESS PAYMENTS * * * ** ****** * ** Project: Los Cerritos Hangar County Road 410 Uvalde, TX Job No. 12-10-1378 Upon receipt by the signer of this document of a check from Tri-Bar Ranch Company. Ltd. (maker of check) in the sumof $ 118.869.97 payable to Select Building Systems, Inc. (payee or payees ofcheck) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property of Tn-Bar Ranch Company, Ltd. (owner) located at County Road. 410, Uvalde, TX (location) to the following extent: General Contractor (job description).

This release covers a progress payment fa;' all labor, services, equipment, or materials furnished t6 the property or to Tri-Bar Ranch Company, Ltd, (person with whom signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished.

Before any recipient ofthis document relies on this document, the recipient should verifY evidence of payment to the signer.

The signer warrants that the signer has already paid or will use the funds received from this progress payment to . mptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, ""uipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s).

Date: ~ ~A,-- . ._._~~. ~;20~ _J~~~~~~~U1~ ~~ (Company Name) By: ~~~~~~~~~L..~---:~r--.(Signature) Its: ~:a!-f,!L...c...'----I.:...£,...!'=~~-:t;~~....;;..---- (Title) ACKNOWLEDG:M:ENT STATE OF TEXAS § COUNTY OF KENDALL §

David ~~i~:;:me~~:as ;::c::~:~~~eb;~~:~d::tono~i~::~d:~s~Texas c~~~;~on , by on behalf of said C0~oration

JOHN C. MAYWALD :Public, State of Texas MY COMMISSION EXPIRES Nov9mbarl1, 2015 ",..-- Printed Name: <tM,1iirJ VI!J€ry:~ My Commission Expires: t:ll(tll!o~ r f' 1 SBS 0559 EXHIBIT 7 REQUEST FOR f-'AYMENT

From: Select BUilding Systems, Inc. To: Tri-Bar Ranch Company, Ltd. Invoice: 137800007 P. O. Box 780849 10101 Reunion Place, Ste 1000 Invoice: 137800007 San Antonio, TX 78278-0849 San Antonio, TX 78216 Invoice date: 1/31/2013 Period ending date: 1/31/2013 Contract For: Request for payment: Original contract amount $1,226,074.00 Approved changes $72,144.00 Project: 1378 Revised contract amount $1,298,218.00 Los Cerritos Hanaer Contract completed to date $832,549.13 Contract date: 5/17/2012 Add-ons to date $0.00 Taxes to date $0.00 Architect: Less retainage $83,254.91 Total completed less retainage $749,294.22 Scope: Less previous requests $630,424.25 Current request for payment $118,869.97 Current billing $132,077.74 Current additional charges $0.00 Current tax $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Less current retainage $13,207.77 Changes approved In prevlo~s 4,237.50 -4,237.50 Current amount due months bv Owner $118,869.97 Total approved this Month 72,144.00 Remaining contract to bill $548,923.78 TOTALS 76381.50 -4237.50 NET CHANGES by Change Order 72,144.00 I hereby certify that the work performed and the materials supplied to date, as shown on the above represent the actual value of the accomplishment under the terms of the Contract (and all authorized changes thereof) between the undersigned and the Tri-Bar Ranch Company, Ltd. relating to the above referenced project. I also certify that the contractor has paid all amounts previously billed and paid by the owner.

CONTRACTOR: Select Building Systems, Inc. State Of Texas County Of Kendall By: _ Subscribed and sworn to before me this day of ,, ~

Date: _ - - - ---- Notary Public My commission expires:

SBS 0560 REQUEST FOR P. -=:NT DETAIL Project: 1378 / Los Cerritos Hanger . Invoice: 137800007 Invoice: 137800007 Period Ending Date: 1/31/2013 Page 2 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work This Period Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 Project Superintendent 48,000.00 5,253.11 3,586.98 8,840.09 18.42 884.01 Project Management 10,000.00 9,568.33 1,614.23 11,182.56 111.83 1,118.25 Temporary Facilities/Equipment 9,000.00 3,743.67 930.47 4,674.14 51.93 467.41 Other General Conditions 3,000.00 1,561.12 316.51 1,877.63 62.59 187.76 Travel 12,000.00 3,577.97 2,035.13 5,613.10 46.78 561.31 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 Builder's Risk Insurance 1,840.00 1,132.92 188.82 1,321.74 71.83 132.16 Casual Labor 1,000.00 Final Cleaning 1,800,00 Debris Removal 3,500.00 750.00 750.00 21.43 75.00 Surveying & Staking 2,177.50 2,177.50 2,177.50 100.00 217.75 Site Utilities 16,322.50 9,800.00 9,800.00 60.04 980.00 ~ 14 Foundation - 12" Thick 140,000.00 139,680.00 139,680.00 99.77 13,968.00 :::r: 15 Concrete Paving & Curbs 71,000.00 16,000.00 16,000.00 22.54 1,600.00 OJ 16 Mezzanines 3,800.00 --I 17 Concrete Staining 18,000.00 ...... 18 Masonry - CMU 51,000.00 49,000.00 3,650.00 52,650.00 103.24 5,265.00 Masonry - Stone 44,000.00 8,650.00 8,650.00 19.66 865.00 Misc Metals 1,000.00 97.70 97.70 9.77 9.77 Rough Carpentry 8,000.00 4,251.64 4,251.64 53.15 425.16 Cabinets & Millwork 14,150.00 Finish Carpentry 1,500.00 Cedar Plank Cladding 24,000.00 981.18 981.18 4.09 98.12 Insulation & Fire Stopping 2,500.00 Caulking & Sealants 2,500.00 Metal Doors & Hardware 3,600.00 2,762.68 2,762.68 76.74 276.27 Storefront & Windows 4,520.00 1,019.00 3,501.00 4,520.00 100.00 452.00 Wood Doors & Hardware 1,300.00 1,242.96 1,242.96 95.61 124.30 Overhead Door - 14' 3,250.00 Metal Stud & Drywall System 5,000.00 1,835.17 1,835.17 36.70 183.52 Paint 17,500.00 Suspended Ceilings 6,300.00 SBS 0561

() c:) ( \ "'-- ) \ " REQUEST FOR F ENT DETAIL Project: 1378 / Los Cerritos Hanger Invoice: 137800007 Invoice: 137800007 Period Ending Date: 1/31/2013 Page 3 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work This Period Ceramic Tile 2,500.00 Carpet & Cove Base 5,000.00 Fire Extinguishers & Cabinets 1,000.00 Toilet Accessories 1,500.00 Metal Building & Hangar Doors 353,203.00 316,006.74 15,185.95 331,192.69 93.77 33,119.27 Stairs 6,000.00 Plumbing 54,750.00 20,800.00 20,800.00 37.99 2,080.00 HVAC 25,377.00 6,420.00 6,420.00 25.30 642.00 Big Ass Fans 18,660.00 Electrical 128,800.00 57,770.00 31,480.00 89,250.00 69.29 8,925.00 Contractor's Fee 90,820.00 51,885.47 6,793.33 58,678.80 64.61 5,867.89 m C01a Masonry 12,700.00 12,700.00 12,700.00 100.00 1,270.00 ~ C01b Cedar Plank Cladding C01c Metal Building 6,800.00 12,000.00 12,000.00 12,000.00 100.00 1,200.00 ai e01d Electrical 9,800.00 =i C01e Contractor Fee 3,300.00 1,976.00 1,976.00 59.88 197.60 ...... 49.81 1.270.33 C02a Storefront / Windows 25,504.00 12,703.29 12,703.29 C02b Contractor Fee 2,040.00 1,016.26 1,016.26 49.82 101.63

SBS 0562

Totals 1,298,218.00 700,471.39 132.077.74 832,549.13 83,254.91 (; \ J M.';'" Los Cerritos Il'lingar Cost Worksheet Draw on AlA forms (3 Originals) 113112013 SOY Reallocation Owner Revised Total Costs DrawN 7 Phase Code Item # Budget Change Orders Change, Orders Budget To-Date Cos.ts Mobilization 2,000.00 2,000.00 2,000.00 0.00 01-041 2 Project Superintendent 48,000.00 48,000.00 8,840.09 3,586.98 01-012 3 Project Management 10,000.00 10,000.00 11,182.56 1,614.23 01-500 REITPEIMATIPC 4 Rental of Temporary Facilities, Equipment, etc. 9,000.00 9,000.00 4,674.14 930.47 01-500 EXP/SAF 5 Other General Conditions Costs 3,000.00 3,000.00 1,877.63 316.51 17-001 6 Travel 12,000.00 12,000.00 5,613.10 2,035.13 01-760 GL 7 General Liability Insurance 4,904.00 4,904.00 4,904.00 0.00 01·760 BR 8 Builder's Risk Insurance 1,840.00 1,840.00 1,321.74 188.82 01-545 CL 9 Casual Labor 1,000.00 1,000.00 0.00 01~710 SUB 10 Final Cleaning 1,800.00 1,800.00' 0.00 01-545 DEB 11 Debris Removal 3,500.00 3,500.00 750.00 0.00 01-330 12 Surveying & Staking 1,000.00 1,177.50 2,177.50 2,177.50 0.00 02-732 SAN I 02-665 FIR 13 Site Utilities 17,500.00 (1,177.50) 16,322.50 9,800.00 0.00 03-300 FOU 14 Foundation 12" thick 140,000.00 140,000.00 139,680.00 0.00 02-520 PAY 15 Concrete Paving & Curbs 71,000.00 71,000.00 16,000.00 0.00 03-300 MEZ 16 Mezzanines 3,800.00 3,800.00 0.00 ~ 03-300 STN 17 Concrete Staining 18,000.00 18,000.00 0.00 04-001 eMU 18 Masonry - CMU 51,000.00 51,000.00 52,650.00 3,650.00 :::I: 04-001 STO 19 Masonry· Stone 44,000.00 44,000.00 8,650.00 8,650.00 a:J 05-500 20 MiscMetals 1,000.00 1,000.00 97.70 0.00 -I 0'6-110 21 Rough Carpentry 8,000.00 8,000.00 4,251.64 4,251.64 -...I' 06-410 22 Cabinets & Millwork 14,150.00 14,150.00 0.00 06-200 23 Finish Carpentry 1,500.00 1,500.00 0.00 06·115 24 Cedar Plank Cladding 24,000.00 24,000.00 981.18 0.00 07·200 25 Insulation & Fire stopping 2,500.00 2,500.00 0.00 07-900 26 Caulking & Sealants 2,500.00 2,500.00 0.00 08-101 27 MetalDoors & Hardware 3,600.00 3,600.00 2,762.68 0.00 ; 08-410 28 Storefront / Windows 4,520.00 4,520.00 4,520.00 3,501.00 08-201 29 Wood Doors & Hardware 1,300.00 1,300.00 1,242.96 1,242.96 08·33 I 30 Overhead Doqr-14' 3,250.00 3,250.00 0.00 09-111 31 Metal Stud I Drywall System 5,000.00 5,000.00 1,835.17 1,8~5.[7 09-900 32 Paint 17,500.00 17,500.00 0.00 09-511 33 Suspended Ceilings 6,300.00 6,300.00 0.00 09-301 34 Ceramic Tile 2,500.00 2,500.00 0.00 09-680 35 Carpet & Cove Base 5,000.00 5,000.00 0.00 10-522 36 Fire Extinguishers & Cabinets 1,000.00 1,000.00 0.00 10-800 37 Toilet Accessories 1,500.00 1,500.00 0.00 13-121 38 Metal Building' Including Hangar Doors 353,203.00 SBS 0563 353,203.00 331,192.69 15,185.95 05-510 39 Stairs 6,000.00 6,000.00 0.00 15-400 40 Plumbing 54,750.00 54,750.00 20,800.00 0.00 15-500 41 HVAC 28,437.00 (3,060.00) 25,377.00 6,420:00 6,420.00 Los Cerritos Ha:(fgar Cost Worksheet Draw on AlA forms (3 Originals) 1131/2013 SOY Reallocation Owner Revised Total Costs Draw # 7 Phase Code Item # Budget Change Orders ChanJ;e Orders Budget To-Date Costs 11-999 42 Big Ass Fans 15,600.00 3,060:00 18',660.00 0.00 16-010 43 Electrical 128,800.00 128,800.00 89,250.00 31,480.00 44 Contractor's Fee 90,820.00 90,820.00 58,678.80 6,793.33 04·001 CMU CO I Mason!)' - CMU 6,350.00 6,350.00 6,350.00 6,350.00 04-001 STO CO 1 Mason!)' • Stone 6,350.00 6,350.00 6,350.00 6,350.00 06-115 COl Cedar Plank Cladding 6,800.00 6,800.00 0.00 13-121 MAT CO I Metal Building - Including Hangar Doors 12,000.00 12,000.00 12,000.00 12,000.00 16-010 COl Electrical 9,800.00 9,800.00 0.00 COl Contractor's Fee 3,300.00 3,300.00 1,976.00 1,976.00 08-410 C02 Storefront 1 Windows 25,504.00 25,504.00 12,703.29 12,703.29 C02 Contractor's Fee 2,040.00 2,040.00 1,016.26 1,016.26

TOTALS $1,226,074.00 $0.00 $72,144.00 $1,298,218.00 $832,549.13 $132,077.74 Percent of Cost Complete - Original K $1,135,254.00 $733,474.78 64.61% Percent of Cost Complete - Change Orders 66,804.00 37,403.29 55.99%

SBS 0564 REQUEST FOR PAnvlENT ~~n' r-;:=:,\\ . . . . •. '-..\:::&7.fl.·. ~'/;11' ~::.:j "~.,, ·"""~'U !.J

From: Select Building Systems, Inc. To: Tri-Bar Ranch Company, Ltd. Invoice: 137800008 P. O. Box 780849 10101 Reunion Place, Ste 1000 Invoice: 137800008 San Antonio, TX 78278-0849 San Antonio, TX 78216 Invoice date: 4/1/2013 Period ending date: 4/1/2013

Contract For: Request for payment: Original contract amount $1,226,074.00 'Approved changes $91,930.00 Proiect: 1378 Revised contract amount $1,318,004.00 Los Cerritos Hanaer Contract completed to date $917,952.76 Contract date: 5/17/2012 Add-ons to date $0.00 Taxes to date $0.00 Architect: Less retainage $91,795.27 rn Total completed less retainage $826;157.49 Scope: ~ Less previous requests $749,294.22 tD Current request for payment $76,863.27 -1Current billing $85,403.63 ...... Current additional charges $0.00 Current tax $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Less current retainage $8,540.36 Changes approved In previous 96,167.50 -4,237.50 Imonths bv Owner Current amount due $76,863.27 Total approved this Month Remaining contract to bill $491,846.51 TOTALS 96167.50 -4237.50 NET CHANGES by Change Order 91,930.00 I hereby certify that the work performed and the materials supplied to date, as shown on the above represent the actual value of the accomplishment under the terms of the Contract (and all authorized changes thereof) between the undersigned and the Tri-Bar Ranch Company, Ltd. relating to the above referenced project. I also certify that the contractor has paid all amounts previously billed and paid by the owner.

CONTRACTOR: Select Building Systems, Inc. State Of Texas County Of Kendall By: --- --- -- Subscribed and sworn to before me this day of _ _~~~-''-- - Date: ,...-.~~~~~_~~_~~~~_~~- Notary Public My commission expires:

SBS 0565

() REQUEST FOR PA' IT DETAIL Project: 1378/ Los Cerritos Hanger Invoice: 137800008 Invoice: 137800008 Period Ending Date: 4/1/2013 Page 2 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Comp Balance Amount Work 'This Period Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 Project Superintendent 48,000.00 8,840.09 4,017.53 12,857.62 26.79 1,285.76 Project Management 10,000.00 11,182.56 585.90 11,768.46 117.68 1,176.84 Temporary Facilities/Equipment 9,000.00 4,674.14 7,827.14 12,501.28 138.90 1,250.12 Other General Conditions 3,000.00 1,877.63 198.98 2,076.61 69.22 207.66 Travel 12,000.00 5,613.10 2,251.14 7,864.24 65.54 786.42 General Liability Insurance 4,904.00 4,904.00 -1,471.20 3,432.80 70.00 343.28 Builder's Risk Insurance 1,840.00 1,321.74 -33.74 1,288.00 70.00 128.79 Casual Labor 1,000.00 Final Cleaning 1,800.00 Debris R\=lmoval 3,500.00 750.00 1,100.00 1,850.00 52.86 185.00 ~ 12 Surveying & Staking Site Utilities 2,177.50 16,322.50 2,177.50 9,800.00 2,177.50 9,800.00 100.00 60.04 217.75 9aO.00 :::J: Foundation - 12" Thick 140,000.00 139,680.00 139,680.00 99.77 13,968.00 OJ Concrete PaVing & Curbs 71,000.00 16,000.00 8,500.00 24,500.00 34.51 2,450.00 -i 16 Mezzanines 3,800.00 581.30 581.30 15.30 58.13 ..... 17 Concrete Staining 18,000.00 Masonry - CMU 51,000.00 52,650.00 660.72 53,310.72 104.53 5,331.07 Masonry - Stone 44,000.00 8,650.00 -4,410.00 4,240.00 9.64 424.00 Mise Metals 1,000.00 97.70 97.70 9.77 9.77 Rough Carpentry 8,000.00 4,251.64 2,489.00 6,740.64 84.26 674.06 Cabinets & Millwork 14,150.00 Finish Carpentry 1,500.00 Cedar Plank Cladding 24,000.00 981.18 2,489.00 3,470.18 14.46 347.02 Insulation & Fire Stopping 2,500.00 CaUlking & Sealants 2,500.00 Metal Doors & Hardware 3,600.00 2,762.68 845.69 3,608.37 100.23 360.84 Storefront & Windows 4,520.00 4,520.00 4,520.00 100.00 452.00 Wood Doors & Hardware 1,300.00 1,242.96 1,242.96 95.61 124.30 Overhead Door· 14' 3,250.00 Metal Stud & Drywall System 5,000.00 1,835.17 4,970.50 6,805.67 136.11 680.57 Paint 17,500.00 Suspended Ceilings 6,300.00

SBS 0566 ,..

REQUEST FOR PA'I .T DETAIL Project: 1378 1 Los Cerritos Hanger Invoice: 137800008 Invoice: 137800008 Period Ending Date: 4/1/2013 Page 3 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Date Amount Work . This Comp Balance Period Ceramic Tile 2,500.00 Carpet & Cove Base 5,000.00 Fire Extinguishers & Cabinets 1,000.00 Toilet Accessories 1,500.00 Metal Building & Hangar Doors 353,203.00 331,192.69 18,534.58 349,727.27 99.02 34,972.73 Stairs 6,000.00 Plumbing 54,750.00 20,800.00 650.00 21,450.00 39.18 2,145.00 HVAC 25,377.00 6,420.00 3,788.00 10,208.00 40.23 1,020.80 Big Ass Fans 18,660.00 Electrical 128,800.00 89,250.00 89,250.00 69.29 8,925.00 Contractor's Fee 90,820.00 58,678.80 4,823.60 63,502.40 69.92 6,350.25 C01a Masonry 12,700.00 12,700.00 12,700.00 100.00 1,270.00 C01b Cedar Plank Cladding 6,800.00 ~ C01c Metal Building 12,000.00 12,000.00 12,000.00 100.00 1,200.00 :I: C01d Electrical 9,800.00 OJ C01e Contractor Fee 3,300.00 1,976.00 1,976.00 59.88 197.60 -I C02a Storefront 1 Windows 25,504.00 12,703.29 6,684.71 19,388.00 76.02 1,938.80 ~ C02b Contractor Fee 2,040.00 1,016.26 534.78 1,551.04 76.03 155.11 C03a Masonry - CMU 2,000.00 2,000.00 2,000.00 100.00 200.00 C03b Foundation 12" Thick 10,220.00 10,220.00 10,220.00 100.00 1,022.00 C03c Generator Rental 6,100.00 6,100.00 .6,100.00 100.00 610.00 CO3d Contractor Fee 1,466.00 1,466.00 1,466.00 100.00 146.60

SBS 0567

Totals 1,318,004.00 832,549.13 85,403.63 917,952.76 91,795.27

o REQUEST FOR PAYMENT

From: Select Building Systems, Inc. To: Tri-Bar Ranch Company, Ltd. Invoice: 137800009 P. O. Box 780849 10101 Reunion Place, Ste 1000 Invoice: 137800009 San Antonio, TX 78278-0849 San Antonio, TX 78216 .invoice date: 4/2/2013 Period ending date: 4/2/2013 Contract For: Request for payment: Original contract amount $1.226,074.00 Approved changes $91,930.00 Proiect: 1378 Revised contract amount $1,318,004.00 Los Cerritos Hanaer Contract completed to date $917,952.76 Contract date: 5/17/2012 Add-ons to date $0.00 Taxes to date $0.00 Architect: ~ Less retainage $0.00 :J: Total completed less retainage $917,952.76 Scope: OJ Less previous requests $826,157.49 -I Current request for payment $91,795.27 ...... Current billing $0.00 Current additional charges $000 Current tax $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Less current retainage -$91,795.27 Changes approved in previous -4,237.50 96,167.50 Current amount due months bv Owner $91,795.27 Total approved this Month Remaining contract to bill $400,051.24 TOTALS 96167.50 -4237.50 NET CHANGES by Change Order 91,930.00 .' I hereby certify that the work performed and the materials supplied to date, as shown on the above represent the actual value of the accomplishment under the terms of the Contract (and all authorized changes thereof) between the undersigned and the Tri-Bar Ranch Company, ltd. relating to the above referenced project. I also certify that the contractor has paid all amounts previously billed and paid by the owner.

CONTRACTOR: Select Building Systems, Inc. State Of Texas County Of Kendall By: ---- ~ Subscribed and sworn to before me this day of 1 _

Date: _ Notary Public My commission expires:

SBS 0568 REQUEST FOR p~ JT DETAIL Project: 1378 / Los Cerritos Hanger Invoice; 137800009 Invoice: 137800009 Period Ending Date: 4'2/2013 Page 2 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed • To Date Comp Balance Amount Work This Period Mobilization 2,000.00 2,000.00 2,000.00 100.00 Project Superintendent 48,000.00 12,857.62 12,857.62 26.79 Project Management 10,000.00 11,768.46 11,768.46 117.68 Temporary Facilities/Equipment 9,000.00 12,501.28 12,501.28 138.90 Other General Conditions 3,000.00 2,076.61 2,076.61 69.22 Travel 12,000.00 7,864.24 7,864.24 65.54 General Liability Insurance 4,904.00 3,432.80 3,432.80 70.00 Builder's Risk Insurance 1,840.00 1,288.00 1,288.00 70.00 Casu'al Labor 1,000.00 10 Final Cleaning 1,800.00 11 Debris Removal 3,500.00 1,850.00 1,850.00 52.86 12 Surveying & Staking 2,177.50 2,177.50 2,177.50 100.00 ~ 13 Site Utilities 16,322.50 9;800.00 9,800.00 60.04 14 Foundation - 12" Thick 140,000.00 139,680.00 139,680.00 99.77 ::I: 15 Concrete Paving & Curbs 71,000.00 24,500.00 24,500.00 34.51 OJ 16 Mezzanines 3,800.00 581.30 581.30 15.30 -I 17 Concrete Staining 18,000.00 ...... 53,310.72 53,310.72 104.53 18 Masonry - CMU 51,000.00 19 Masonry - Stone 44,009·00 4,240.00 4,240.00 9.64 20 Misc Metals 1,000.00 97.70 97.70 9.77 21 Rough Carpentry 8,000.00 6,740.64 6,740.64 84.26 22 Cabinets & Millwork 14,150.00 23 Finish Carpentry 1,500.00 24 Cedar Plank Cladding 24,000.00 3,470.18 3,470.18 14.46 25 Insulation & Fire Stopping 2,500.00 26 Caulking & Sealants 2,500.00 27 Metal Doors & Hardware 3,600.00 3,608.37 3,608.37 100.23 28 Storefront & Windows 4,520.00 4,520.00 4,520.00 100.00 29 Wood Doors & Hardware 1,300.00 1,242.96 1,242.96 95.61 30 Overhead Door - 14' 3,250.00 31 Metal Stud & Drywall System 5,000.00 6,805.67 6,805.67 136.11 32 Paint 17,500.00 33 Suspended Ceilings 6,300.00

SBS 0569

(/-" ('-----_./) \

\"j " REQUEST FOR PI : NT DETAIL Project: 1378/ Los Cerritos Hanger Invoice: 137800009 Invoice: 137800009 Period Ending Date: 4/2/2013 Page 3 of 3 Pages

Item 10 Description Total Previously Work Completed % Retainage Contract Completed Completed To Dale Camp Balance Amount Work This Period Ceramic Tile 2,500.00 Carpet & Cove Base 5,000.00 Fire Extinguishers & Cabinets 1,000.00 Toilet Accessories 1,500.00 Metal Building & Hangar Doors 353,203.00 349,727.27 349,727.27 99.02 Stairs 6,000.00 Plumbing 54,750.00 21,450.00 21,450.00 39.18 HVAC 25,377.00 10,208.00 10,208.00 40.23 Big Ass Fans 18,660.00 Electrical 128,800.00 89,250.00 89,250.00 69.29 Contractor's Fee 90,820.00 63,502.40 63,502.40 69.92 m C01a Masonry 12,700.00 12,700.00 12,700.00 100.00 X C01b Cedar Plank Cladding 6,800.00 ::I: C01c Metal Building 12,000.00 12,000.00 12,000.00 100.00 OJ C01d Electrical 9,800.00 -I C01e Contractor Fee 3,300.00 1,976.00 1,976.00 59.88 ........ 'C02a Storefront 1 Windows 25,504.00 19,388.00 19,388.00 76.02 C02b Contractor Fee 2,040.00 1,551.04 1,551.04 76.03 C03a Masonry - CMU 2,000.00 2,000.00 2,000.00 100.00 C03b Foundation 12" Thick 10,220.00 10,220.00 10,220.00 100.00 C03c Generator Rental 6,100.00 6,100.00 6,100.00 100.00 C03d Contractor Fee 1,466.00 1,466.00 1,466.00 100.00

SBS 0570

Totals 1,318,004.00 917,952.76 917,952.76 EXHIBIT 7 DEFENDANT1S EXHIBIT ( /~~

_.- / -'"--.,...---- .--~-------.,---- .- n. \ -~

;\.

Document G702™ -.1992 Application and Certificate for Payment TO OWNER: Tri-Bar Ranch Company, Ltd. PROJECT: Lo.!iCeirltos Hanger API'LICATIO~ NO: 008 Distribution to: 10101 Reunion Place, Ste 1000 County Road 4]0 OWNER: San Antonio, TX 78216 Uvalde, TX PERIOD TO: February 06, 2012 CONTRACT FOR: General Construction ARCHITECT: X FROM Sclect BUilding Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03, 2012 Austin Hwy. . CONTRACTOR: X CONTRACTOR: 17 Scenic Loop Rd. ARCHITE.CT: PROJECT NOS: SSE-]2-013 1 1 Boerne, TX 78006 San Antonio, TX 78209 AELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract Continuation Sheet, AlA Document G703, is attached.

1. ORIGINAL CONTRACT SUM $ 1,226,074.00 2. NET CHANGE BY .CHANGE ORDERS ,....................................................... $_-.;9:..:1z.;;.,9=..;30;;.:;.0",,0 3. CONTRACT SUM TO DATE (Line I == 2) $ 1,3]8,004.00 4, TOTAL COMPLETED & STORED TO DATE (Colunm G on G703) •._ :Ji_--,-91;;,;.7-,,-,9=52=.7~6 5. RETAINAGE: a. 10 % ofCOInpieted Work JOHN C. MAYWALD (Column'D+EonG703) $ 91,795.28. MV COMMISSION EXPIRES b. 0 % ofStored Material .' Novembar21.2015 (Column F on G703) $ 0.00.

Total Retainage (Lines 5a + 5b or Total in Column I of 0703) $ 91,795.28 6. TOTAL EARNED LESS RETAINAGE , $ 826.157.48 ARCHITECT'S CERTIFICATE FOR PAYMENT (Line 4 Less Line 5Total) "'.1l~~~with~~~CIlts,.~.()IlCll·~1l,c:.9Il~9D~.8nII.~d.lllacomprising .7. LESS PREVIOUS CERTIFICATES FOR PAyMENT...................................... $_~74.:.;;9A:.2:..94:.::.22::. thisllppli~CIl. ~ .wn~!l¢rtifi~tolltl:()wJu:( 11lat ~l? t~b.e.Sfpft~N:Chi~S knowledge, bifi:lnllalio\l\lllllbe1illfthe~~~~·inliiC!lled;.tneCJuaJl~oftheWol)c~Jnaccordance (Line 6 from prior Certificate) witll 'the Conb'allt DOCuin~ BAli tJ\e.CQntnJC~·i$ entitlllii to iP~ of thll AMOUNT 8. CURRENT PAYMENT DUE __".__ ._~_.,;_._..... I..::..$....:----"76,:;<;m:.;.,;....2-"] CBRTIf'D!P. 9. BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED "."_ $:-:7 .,-;;---,,-;--- (Line 3 l~ss Line 6) $'--_ _4::..9""'1.8:..;4.:,:6.=52 (Attach explanation if amount certified dijJersfrom the amount applied. Initiol allfigures on this Application anq. on the Continuation Sheet that are chanJie.d to conform with the amount certified) rHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS ARCHITECT: .otal changes approved in previous months by Owner $ 72,144.0 $ 0.0 By: -------_---- Date: - _ otal approved this Month $ 127&6;01 $ 0.0 TOTALS $ 0,0 This Certificate is not negotiable. The AMOUNT CERTJFJED is payable only to the Contractor 91,930.0 $ named herein. Issuance, payment and acceptance of payment are without ,prejudice to any rights of NET CHANGES by Change Order $ 91,930.0 the Owner or ContIactor WIder tWs Contract .,.-,..-..,....,.-....,...,-:-----------------------------------~.~-_ .....

Document G703™ - 1992 Continuation Sheet AlA Document, G702tij"'!1l~ Application and Certification for Payment, or G736iM"'Z<J<J9, APPLICATION NO: 008 Project Application and Project Certificate for Payment, Construction Manager as Adviser Edition, containing Contractor's signed certification is attached. APPLICATION DATE: 02115/2013 In tabulations below, amounts are in US dollars. PERIOD TO: 0210612013 Use Column I on Contracts where variable retainage for line i.tems may apply. ARCHITECT'S PROJECT NO' SSE-12-013 A B C D E 'F G H I WORK. COMPLETED TOTAL· MATERIALS ITEM DESCRIPTION OF SCHEDULED FROM PRESENTLY COMPLETED % BALANCE TO RETAINAGE PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALJJE TIDSPERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) (NOT IN D OR E) (O+E) (D+E+P) 1 Mobilization 2000.00 2,000,00 0.00 0.00 2000.00 10<J.<J0% 0.00 0.00 Project 2 superintendent 18 557.41 8,840.09 4 017.53 0.00 12857.62 69.29% 5,699.79 0.00 3 Project Management 16812.09 II i82.5~ 585.90 0.00 11,768.46 70.00% 5043.63 0.00 Rental of Temporary ..

Facilities, Equipmen~, ~ etc. 17.,858.91 4,674.14 7827.14 0.00 12,501.28 70.00% 5,357.69 0.00 Other General 5 Conditions Costs 3,000.OQ 1,877.63 198.98 0.00 2 076.61 69.22% 923.39 0.00 P :Travel 11,234.63 5613.10 2,251.14 0.00 7,864,24 70.00% 3370.39 0.00 General Liability 7 Insurance 4,904.00 4,904.00 _1,471.20 0.00 3,432.80 70.00% 1,471.20 0.00 Builder's Risk g, Insurance 1,840.00 1,321.74 -33.74 0.00 1,288.00 70.00%. 552.00 '0.00 9 Casual Labor 1,000.00 0.00 0.00 0.00 0.00 0.00% 1,000.0(i) 0.00 .

10 Final Cleaning 1,800.00 0.00 . 0.00 0.00 0.00 0.00% 1,800.00 0.00 11 Debris Removal 2..642.86 750.00 1,100.0Q 0.00 1850.00 70.00% 792.86 0.00 12 Surveying & Staking 2,177.50 2,177.50 0.06 0.00 2177.50 100..00% 0.00 0.00 13 Site Utilities 12,322.50', 9806.00 o.od 0.00 9800.00 79.53% 252250 0.00 139,680.00 139,680.00 0.00 0.00 139680.00 100.00% 0.00 0.00 14 Foundation 12" thick Concrete Paving & , .

15 Curbs 71 000.00 16 000.00 '8500.00 0.00 24500.00 34.51 % 46,500.00 0.00 16 /VI.~zzallines 3,800.00 0.06 581.30 0.00 581.30 15.30 % 3218.70 0.00 .17 Concrete Stainin~ 18,000.00 0.00 0.00 0.00 0.00 0.00% 18,000.00 0.00 ., -_ .. /lJA Document G703'" -1992. Cop}'flghl 0 1963, 1965, 1966. 1967,1970, 1978, 1983 and 1992 IlY ll1~~I~oI~OClI!IoAllrllJlll$l1O$!l!Y~WI\Rf4lNG;'J'hl~~··Po!oll!l1~~"l!~.~ u.s, Copyright Law and International T,ealies. Unauthorized '.p,oduction o,dlstrlbutlon oftills A1~. ~1I!I1.em,C!".~IlOJtIOtIl1r"'m.ayc~I":s.vll!li Cl!vJllmj/ Clrfmlilil p~lllll\lo!s,lIl1d wlll"'p'oseoullt\lw 1 thil maximum extent possible under the law. This documenl w.as p,oduced by AlA soflWare at 1Ci;i8:'1$ (lI\'lI2/1ll1l!C)13.lll1"""OI\ler ~14711ll1>1.111 ..1 'WI1k:hfllll'l~0Il1W17J201l"Md 1.'llIltfOlo,.a, User Notes: (959464520)

•• ' l-r.~

() o A B C D E F G H I WORK. COMPLETED TOTAL MATERIALS.

ITEM DESCRIPTION OF SCHEDULED FROM COMPLETED BALANCE TO RETAINAGE PRESENTLY % NO. WORK. PREVIOUS AND STORED TO FINISH (IF VARIABLE VALUE TIllS PERIOD STORED (G+C) APPLICATION DATE (C-G) . RATE) (NOT~DORE) (D+E) (D+E+F) 18 Masonry - CMU 57,100.00 52,650.00 660.72 0.00 53,310.72 93.36% 3,789.28 0.00 19 Masonry - Stone 54,000.00 8650.00 -4410.00 0.00 4240.00 7.85% 49760.00 0.00 20 Mise Metals 1,000.00 97.70 0.00 0.00 97.70 9.77% 904-30 0.00 21 ROtll!:h CarpentrY 8 000.00 4,251.64 2,489.00 0.00 6740.64 84.26% 1259.36 0.00 22 Cabinets & Millwork 14,150.00 0.00 0.00 0.00 0.00 0.00% 14150.00 0.00 23 Finish Caroentry 1 500.00 0.00 0.00 0.00 0.00 0.00% 1500.00 0.00 24 Cedar Plank Cladding 24,900.00 981.18 2489.00 0.00 3,470.18 14.46% 20 529.82 0.00 Insulation & Fire 25 stoppinl!: 2500.00 0.00 0.00 0,00 0.00 0.00% 2,500.00 0.00 26 Caulkinl!: & Sealants 2,500.00 0.00 0.00 0.00 0.00 0.000/< 2,500.00 0.00 MetalDoors & ').7 Hardware 3,608.37 2762.68 845.69 0.00 3,608.37 100.000/< 0.00 0,00 :28 Storefront I Windows 4,520.00 4,520.00 0.00 0.00 4,520.00 100.00% 0.00 0.00 Wood Doors & 29 Hardware 1,300.00 1,242.96 0.00 0.00 1,242.96 95.61 % 57.04 0.00 30 Overhead Door-14' 3,250.00 0.00 0.00 0.00 0.00 0.00% 3250.00 0.00 Metal Stud I Drywall 31 System 13,105.67 1,835.17 4,970.50 0.00 6,805.61 51.93 % 6,300.00 0.00 32 Paint 17500.00 0.00 0.00 0.00· 0.00 0.00% 17500.00 0.00 33 suspended Ceilings 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 o.od 34 Ceramic Tile 2500.00 0.00 0.00 0.00 0.00 0.00% 2500.00 0.00 35 Carpet & Cove Elase 5,000.00 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers &.

36 Cabinets 1000.00 0.00 0.00 0.00 0.00 0.00% 1000.00 0.00 37 Toilet Accessories 1500.00 0.00 0.00 0.00 0.06 0.00% 1500.00 0.00 Metal Building - Including Hangar 38 Doors 355,003.00 331 192.69 18534.58 0.00 349n7.27 98.51 % 5.275.73 0.00 39 Stairs 6 000.00 0.00 0.00 0.00 0.00 0.00% 6000.00 0.00 40 Plwnbing 54,750.00 20800.00 650.00 0.00 21,450.00 39.18 % 33300.00 0.00 AlA DocumentG703'" -1992. COPYi19ht© 1963.1965,1966,1967,1970,1978,1883 and 1992by1heAmeri""" 1nstilIIle"'~~rl,ghts._I'\'ed.;.wARN1~G:ThI"A1A·Doc:\I-IIt"'Jl",I~edby,u.s. Copyright Law and International Treaties. Unauthorized reproductIon ordistnDulion ofthl~ /4A· !locumelll,!)I'~!lYl'Oltkmof,It;,lIlIIY.,.sult1n S1IV'''UIVQ~ !'I'iIr1/l!a1P@llllllJs, ~l;IwiII~pros~1IlecI to 2 tho maximum extont possible undo.. the law. This dccumenl was produced by AlA software aI1li:t9:16CJ1lIl2l1~13l111"'" Otd4!rNr;>,341711l1l119.J Wh\ch!'~"*~ CJIl1l5tl7~3oaod ~Illll(!lfI1ll!I!If), User Noles: (959464520) A B C D E F G H I WORK COMPLETED. TOTAL MATERIALS FROM .COMPLETED BALANCE TO RETAINAGE ITEM DE.SCRIPTION OF SCHEDULED PRESENTLY % PREVIOUS AND STORED TO FINISH (IF VARIABLE NO. WORK VALUE TIDSPERIOD STORED (G+C) APPLICATION DATE (C-G) RATE) ~OTINDORE) (D+E) (D+E+F) 41 HVAC 25377.00 6420.00 3,788.00 0.00 10,208.00 40.23% 15,169.00 0.00 42 Bie:Ass Fans 18,660.00. 0.00 0.00 0.00 0.00 0.00% 18660.00 :0.00 43 Electrical 128800.00 89,7~0.00 0.00, 0.00 89,250.00 69.29% 39;550:00 0.00 ." 44 Contractor's Fee 90,820.00 58678.80 4,823.60 0.00 63502AO 69.92% 27317.60 0.00 COl Masonry . 12700.00 12700.00 0.00 0.00 12700.00 100.00 % 0.00 0.00 COl Cedar Plank Claddinj1 . 6800.00 0.00 0.00 0.00 0.00 0.00% 6.800.00 0.00 COl Metal Building 12000.00 12000.00 0.00 0.00 12000.00 ,100.00% 0.00 0.00 COl Electrical 9800.00 0.00 0.00 O.OQ 0.00, 0.00% 9800.00 0.00 COl Contractor's Fee 3300.00 1976.00 0.00 0.00 1,976.00 59.88%1 1,324.00: 0.00 CO2 Storefront/Windows 25504.()0 12703.29 6,684.71 0.00 19,388.00 76.02% 6116.00 0.00 CO2 Contractor's Fee 2040.00 1016.26 • 534.78 0.00 1,~51.04 76.03% 4&8.96 0.00 C03 Masonry-CMU 2,000.00 0.00 2000.00 0.00 2,000.00 100.00% O.OQ 0.00 C03 Foundation 12" thick 10220.00 0.00 10220.00 0.00 10 22Q.00 100.00% 0.00 0.00 em Generator Rental 6100.00 0.00 6100.00 0.00 6,100.00 100.00% 0.00 0.00 C03 Contractor's Fee 1,466.00 0.00 1,466.00 0.00 1,466.00 100.00% 0.00 0.00 GRAND TOTAL $1,318,004.00 $832,549.13 $85,403.63 $0.00 $917,952.76 69.65% $40(),O51.24 $0.00

AlA Doc~ment G703'" -1992. Copyrlght@1963, 1965, 1966. 1S67,1S70, Isi8,1983 and 1892'l>YJheAme~Jl18lIlllleol:f\!dlJ'-ABrlgllls~WARHIN~1lIIsAlA· ~1l\I.t"~ Ily,~.~ Copyright Law and Intematlonal Trea~es. Unauthorized reproduction or distribution ofthlsjUA· ,~"Cl!'~nY'P\l~II"'lti~~l!ltln,::;eV~,C!lvJJlIII4 C!rlnIlrnII p~<'l\d.wlII blJ,,~i:ulad to 3 the maximum extent possible underthe/aw. This document was produced by AlA software at 1S;1l!:'1~,lQ!I~!II~~;lIJlK.llll',~~7l1f1ll11'_1\'ffil!l/l.~"0!l'l!WiI~~13.~l!InoltOrIG$!ll...

User Nates: (959464520)

CJ CONTRACTOR CO~ITIONALWAIVER AND RELEASE FOR PROGRESS PAYMENTS ************** Project: Los Cerritos Hangar County Road 410 Uvalde, TX Job No. 12-10-1378 Upon receipt by the signer of this document of a check from Tri-Bar Ranch Company, Ltd. (maker of check) in the sum of $ 76.863.27 payable to Select Building Systems. Inc. (payee or payees ofcheck) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property of Tri-Bar Ranch Company, Ltd. (owner) located at County Road 410, Uvalde. TX (location) to the following extent: -General Contractor (job description).

This release covers a progress payment for all labor, services, equipment, or materials furnished to the property or to Tri-Bar Ranch Company, Ltd. (person with whom signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished.

Before any recipient ofthis document relies on this document, the recipient should verify evidence of payment to the signer. -' . The signer warrants that the signer bas already paid or will use the funds received from this progress payment to : romptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, ,,:::Jquipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s).

Date:~J' . .20 /~ By~~~~.f:l .. ~:i)~:§j.~ . !:!l.~JjJn~c1:..' ------(S-i;:::;an y .••l!!"tti;!il·!!j Name)

Its: /). t. ~ ~/)V€ v:~ (Title) ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF KENDALL § This instrument was acknOWledged before me on this the I ~ay of ~tMAaA. tB , 20 3 t , by David L. Morgan, the Executive Vice President of Select Building Systems, Inc. a Texas Corporation on behalf of said Corporation

JOHN C. M~YWAlIJ ~ COMMISSION EXPIRES otary P~blic, State of Texas November 27, 2015 Printed Name: . :tlW ~.~-= C, jJ:= My Commission Expires:'

EXHIBIT 8 EXHIBIT 8 DEFENDANT1S EXHIBIT ~AIA Document G702™ 19~2 Application and Certificate for Payment TO OWNER: Tri.~1ll' ~com~Y,I.ld. PROJECT: ~QlrrilQS~ APPLICATION NO: 009 RCtalmigc Distribution to: IOI!>1 ReWliun Place, StelOOO County Road 41() O~ San Antonio, IX 78216, PERIOD TO: February 06,2013 Uvalde, IX CONTRACT FOR: General Co~slruClllln ARCHITECT:X FROM Select Building Systems, Inc. VIA Jobn Grable Architects. Inc. CONTRACT DATE: May 03, ~() 12 OONTRACTOR;X CONTRACTOR: 17 Srenic Loop Rd. ARCHITECT: 222 Austill Hwy. PROJECT NOS: SSE·IM13 I I Boerne, TX 78006 San Antonio, TX 78209 ~,~: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT Application is llllldc fur payment, as shown below, in connection with 'tlie Contract.

Continuatioll Sheet, AlA Doew:ncot G103, is attat;hed. ' 1. ORIGINAL CONTRACT SUM i i ; ;....... $ 1,226.014.00 2. NET CHANGE BY CHANGE ORDERS _................................................. $,_ _.:..;91:!,,:,,9~30:::::.0:.::.0 3. CONTltACT SUM TO DATE(Line 1 ±.2) __....""."....._ ....., "",.,. $ 1.318,(104,00 4. TOTAL COMPLETED & STORED TO DATE (Column G on ('i703) ,....... $,_---'9."'.1:.:,1"".9.::.:52::..7:..:,6 RETAINAGE: a, ._0_% ofComple1eQ W(lrk. (Column D + E on G703) $~ _ _---:O~.O:.::.O JOHN C.MAYWAlD MY COMMISSION EXPIRES Ii. _0_% l1fStored Material Novsmbel'27. 2015 (Column F on 0703) $ 0.00 Total Retainage (Lines !ill + 5b or Tot,d in Column I of 0103) $ --'0:.:,.0:..;:.0 6. TOTAL ,EARNED LE~~ RETAINAGE:_.;;.; _ " m S 911.952.76 (Lintl4 Less Line 5 Total) 7. LESS PREVIOU~ CERT1FioATES FOR PAYMENT .,._..........,....._ ........... S 826,157AS (LillC 6 from ptior:Certi ficale) 8. CURRENT PAYMENT QUE .,. ,_ '91.79S.2.§ 1:$ 9. BALANCE TO FINISH, INCl.UDlNG RETAINAGE (Line 3 less line 6) $ 400.051.24 HANGE ORDER SUMMARY ADDITIONS PliPUCTIOt<lS ARCHITECT: $ 91,930,0$ 0.0 fiy; --- Dale: -= Otit18DllfOveiHhisMlll1th $ 0.01$ 0.0 This Certificate is not ntlb'utiable. The AMOUNT CI:lRTIPIED is payable only to the Contractor TOTAl $ $ 91,930.ol '$. 0.0 nam~d herein. Issuance, payment and IICcept!il1ce of pa}IDcnt art ,,~th()ul prejudice to any rights of NET CHANOES by ChanJtt: Onfur $ 91,930.0( the O\\lItrr or Contractor \l1Ider this Cuntraet.

Document G703™ -1~~2 Continuation Sheet AIA Document, 0702ThI_ J992, Application and Certification :for Payment; or G736™-2009, APPLICATION NO: 009 Rdainage 'Project Application llnd Project Certificate for Payment, ConstiUclion MiIllJiger as Adviser Edition, contain.jng Contractor's signed cetti.ficatloTi is attached. APPLICATION QATE: 02118/2013 rn tabulations below, amoUhts are in US dollars. PERIOD TO: 02/06l2Q 13 Use Column Ion. Contracts where variable retainage for line items may apply. AR.CHITECT'S PROJECT NO: SSE·12·0 13 A B C . D E F G H BALANCE TO RETAIN AGE ITEM DESCRIPTION OF SCHEDULED filNISfl (IF VARIABLE NO. WORK VALUE- (C .Q) RATE)

2 O()O:OO 0.00 0.00 .2 OOO.no 100.00 % 0.00' 0.00 0.00 0.00 12,857.62 .6~.29% 5,699.79 0.00 3 11,76&.46 0.00 0.00 It,768A6 70.00% 5.043.63 0.0l) ReiltalofTemporary Facilities, EqUipment, 4 etc. 17.858.97 12,501.28 0.00 0.00 12501.28' 70.\)0% 5,357.69 0.00 Other Geneml 5 Con ditions Costs Z.076.61 0.00 0.00 2.016.61 69.22% 92:1.39 . '"

6 Travel 0.01) 0.00 1,864.24 '. 70.00% 3,370.39 O,OQ geherll.lI..iabiUty msurance 4,904.00 3,432.80 0.00 9.00 3,432.80 70.00% 1,411. 20 0.00 Builder's Risk.

InsurwlCl=, 0.00 0.00 1,288·0Q 70.00% 552.0Q 9 0.00 0.00 0.00 0.00 O.OQ% 1000,00 10 0.00 0.00 0.00 0.00% I,BOO.OO 0.00 11 Debris Removal .2.642.86 1850.00 0.00 0.00 1,850.oQ 70.00% 192.86 0.00 12 SllTveying &. Staking 2..177.50 2,171.50 0.00 O.Ol> 2,171.50 100.00% Q.OO 13 Site Utilities 12,322.50 0.00 0.00 9800.00 79.53 % 2m-SO 14 Foundation 12" thick 139680.l>O 139,680.00 0.00 0.06 139.~l!(MlO 100.00 % 0.00 Concrete Paving & 15 Curbs 71,000.00 24,500.00 0.00 0.00 24,5{)0.00 34.51 % 46,500.00 16 Mezzanines 3800.00 581.30 0.00 581.30 15.30% 3,218.70 0.00 17 Concrete Staining 18,000.00 0.00 0.00 0.00 0.00 0.00% l$l)()O;OO 1I.DO /IdA DocumehtQi~". ... l~¢o,,~iit@ 1963, 19S5, 1966, 1.li61,1970.1!l711•• 19B3 a.d 1992 by The I\lnerir;eIilriauMa:a:'~""''''''!Mlrlll~","IYlld.W~N"'G:~:AfA"~~~",p"'I.et.dliiu.,1l,.

Copyright Law and ~nal T~ I,Jn"utl1omel'lJl!lPAldIlCllo"ol"~rlbutlon OfthIG,AI~· 'D<l<W",,1It ~fll'!I)' l!OltIl!l1QfIt ~".~lt~""V.1.Il~~~1:fI!n1l1111~nll'~'IIfflI''WlI'~p"".o\ltlllfw 1 the mexlmum ement possible u.der Ille law. Thi$'cfoeumlllll was producecfby AlA sollware aI16:25:3I1QR OV1anll13.~Qrd8r ~;:l4!71~l!t1l1_1 ~ l!SlPl~Oll Cl6l17~3i .•rtd:r.lIlItfilt,.I•• User Noles: (11811112298)'

(~) (J A B C D E F G H WORK COMPLETED FROM BALANCE TO RETAINAGE ITEM DESCRIPTION OF SCHEDULED % FlNISH (IF VARIAB.LE NO. WORK VALUE PREVIOUS TIiIS PERIOD (G+C) (C-G) RATE) APPL,IG4'l1QN (1)+E) 18 Masonrv - CMU 57,100.00 53,310.72 0.00 0.00 53 ;nO.72 93.36% 3.789.28 0.0.(\ 19 Masonry -Stone 54000.00 4,240.00 0.00 0.00 4.240.00 7.85% 49760.00 0.00 20 Mise Metals 1,000.00 97.70 0.00 0.00 91.70 9.77% 902.30 0.00 21 8,000..00 6,740.64 0.00 0.00 6,740.64 84.26% 1,259.36 0.00 22. ¢a.bill~ & Mi!lw~k 14,150.00 0.00 0.00 0.00 O.Op 0.00% 14,159,00 0.00 23 finish Carp~try 1 500.00 0.00 0.00 0.00 0.00 0.00% 1500.00 O,QO 24 Cedar Pl1l11k Cill.ddin~ 240QO.OO 3,470.18 0.00 0.00 3,470.18 14.46% 20,529.82 0.00 JIlSJ1la.1lliln & Fire 25 ~ppi.ng 2,500.00 0.00 O.QO a.oo ·0.00 0./)0% 0,(10 CaulkmR & Sealants 2,500.00 0.00 0.00 0.00 0.00 0,00% 2500.00 0.00 MetalDoors {k, 27 Hard\VlMe 0·00 :3 60.8.37 100.00 % 0,00 0.00 28 4520.00 0.00 0.00 4,520.!IQ 100.00 % 0.00 WoodPQl:li'$.& 29 Hllrd\\'1il'e; 0.00 0.00 1,2.42.96 95.61 % 57.04 0.00 30 Overhead Door-14' 3250.00 0.00 0.00 0.00 0.00 0.000/, 32,50.00 O.po Met!!l StI!d I Drywall 31 Svstem (j~805.67 0.00 0.00. 6,805.67 51.93 % 6.300.00 0.00 Paint 17,SOO,()O 0.00 0.00 . 0.00 0.(10 0.00% 17,500.00 33 o.ou 0.00 0.00 0.00 0.00 0,00 % 0.00 0.00 34 2.5.06:66 0.00 0.00 0.00 0.00 2 soo.no 0.00 3S Cam~& Cove B.lI$e 0.00 0.00 0.00 0.00 0.00% 5,000.00 0.00 Fire Extinguishers & 36 c:abincts 1.000.00 0.00 0.00 0.00 0.00 0.00% I.,OOQ,QO 0.00 37 Toilet Accessories 1 SOO.OO 0.00 0.00 0.00 0.00 0.0.0% 1500,00 0.00 Metal Building - lncluding Hangar 38 Doors 355,003.00 349727.27 0.00 0.00 349,727.27 98.51 % 5,'1.75.73 0.00 39 Stairs 6 000.00 0.00 0.00 0.00 0.0.0 0.00 % 6 000.00 0.00 40 Plumbing 54,7S0.0Q 21,450.00 0.00 0.00 21,450.00 39.J8 D/ci 33,300..0Q 0.00 AlA Document G7D3.... -1992. Copyright@1963, 1965, 1966.1957.1970,1978. ·1983 and 1992."ylh8.Milll'k:iln ,na1llu1il~'AI'Q\I~,M dgil........MlII.1IltI\RNI~ Tl:tJa,..".I'~"t I. p~~ "y !l.S.

Copynght law and htl.malional Trea.li••• Unauthol'1zed reproduction or dfstribu1l9n 01l1l1s />JAel:lQgllmellt or,1I)' !",~OJJt,.may ",.BII.llI.II"",.ru1YIl. ..,nd. etlmIn". p~.'.'.''.'trS~.,.,!eennld WIll be~. . . tl> 2 I/Je maximum exlent posslble under thl law. This document was produced by AlA software aI16:1!5:a9 on 02I1812Oc13undel'0i'CIeI'Nl!;M77:160119_1"l1lcb~Cl"'t:!l!I17~3.lIl!lIl. noUor resafe.

Uur Notes: (11~151:229a) ·v.· · · · · · · '..

. .

. ' .. ',. . " •..... .

A B c D (, E F G WORK COMPLETED ITEM. DESCRIPTION OF SCHEDULED FROM % BALANCETQ mAIlltA.<$ NO. WORK VALUE PREVlOUS (G+C) FINISH (lFY'ARfABi;s APPLICATION THIS PERIOD (C-G) lliAl'm COTE) 10,208.00 . 0.00 0.00 10 208.00 40.23 % 4Z B~ Ass Fans lM60•.00 0.00 0.00. 18660,00 0.00 O.ClO 0.00 44 COl1tractor'sfe~ 6~.502,40 0.1l0 O.oQ 63,502.40 69.92 % 27,317.60' 0.00 COl Mas9nrY 1~.790.00 0.00 .. 0.00 .... li,700~OQ! 100.QO'% !J..IIQ CPt .Qed$t. PlankCIll4dirnl 0:00 0.00 0.00 O.OG 0,(,1.0 % .6 800,0!) 0.00 COl MetalBuilding 12,OOQ.QQ 0.00 0.00 12.000.00 100.00 % 0.00 0·09 0.00 .0.pO 0.00 0.00 O.QO 'Y6 9800.00 0.00 C()'! Colltractot's Fee" 3300.00 1·976;(,10 O.OQ 1,976.PO 5,9.38 o/~ 0.00 19388.00 . 0.00' 0.06 . 19.3~8.00 7fi.~ % 6.116.00 0.00' '02 CQll_t'$~~ 2040.00 1 551.04 0.00 0.00 i 551.04 1(i~03% 488.96 0.0.0 C03 •.CMU iOQO;O(l 2,ooo.od 0..00 0.00 2,000.00 lOO.,OOij 0.00 0.00 CO) Foundation 12" thick 10 220.00 lQ22Q.OO 0.00 0.00 10.220:00 100.00 % 0.00 0.00, 6,100.00 • 0.00 0.00 6.1.00.00 100.QO % p.OO C03 Cqntractor's Fee 0.00 0.00 1.466.00 IQO.OOo/.; 0,0.0 GRANDJOTAL so.b!) $0.00 $917,952.76 69.65 % $0.00

! .~ II .{ ,

(J i \,. . -----.."

~ ) , CONDmONAL WAIVER AND RELEASE ON FINAL PAYMENT

Project: Los Ceo'itos Hangar COl!nty Road 4"l O· Uvalde, TX Job No. 12-10.. 1378

On receipt by the signer of this document of a check from Tri-Bar Ranch Company, Ltd. (maker ofoheck) in the sum of$ 91,795.28 payable to Select Building Systems. Inc. (payee or payees of check) and when the check has been properly endorsed and has been paid 'by the 'bank on which ·it is dra:wn, this document becomes effective to release any mechanic's lien right. any right arising from Be payment bond that complies with a state or feder&l si:atute, ·8,n1 common taw payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for per.:sOris in the signc;;r's p.ositron that the signer ,has on the property 'of Tri-Bar Ranch Company, Ltd. (owner) located at Count)' Road 410, Uvalde, TX (location) to the following c>..'tent: General Contractor (job description), This release covers the fmal payment to the signer for all labor, services.• equipment, or materials furnished to :the " property or to Tri-Bar Ranch Company. Ltd. (person with whom signer contra.cted).

Before any recipient of this document relies on this document, the recipient should verify evidence of payment to ~~ ,

The signer warrants lhat the signet has alr~y' paid or will use the funds received from this pTO~esspaymenf 1'0 promptly pay in full all of the signer's laborers, subcontractors, mater-ialmen, and suppliers for aU work, material' equipment,or services provided for or to the. above referenced proJect up to the date ofthis waiver and release.

pateWtltJ//,3 ~~!!!!- (Company Name) :fi~~~~~~~ __--,.,. , ~(Signaiure) --'-':~~:...&!~.L~~!£!!.:..!C- (Title)

State ofTe~as § § County of Kendall § BEFORE ME, the undersigned authQrity, on this day personally appeared David L. Morgan. known to me to be the person whose name is subscribed to the foregoing instrument and.acknowledged to me that be/she is the Executive Vice President of Select Building Systems. Inc. ,and that he/she executed this instrument on behalf of said corporati.on. as its act and deed, for the purposes and c()Dsideration therein expressed.

GIVEN under my hand and seal of office, this the le~ day of ~ ,--2slll ..~ N~hlIe~~~T2e~x=as====:':':'-

EXHIBIT 9 EXHIBIT 9 DEFENDANT1S EXHIBIT Robertson Electric, inc. LETTER OF TRANSMITTAL Derrick Dr. Humble, TX 77338 (281) 441-1304 '''Q1) 441-1342 DA'I'E: 12/18/2012 \JOB NO: C12-124 A¢4!ounting TO: SUS Construction Inc. R&: Los Cerritos Hanger SC~!.1i~ .!A?~P Rd _ High'Miy55 and County Rd 410 J?oerne, TX 78006 I'----=--=-....,....-..,..;...--=~ _-_.

Phone: 281-441-9124 Fax: @ jobsite Fax: 281-441-9126 F~~-@: office WE ARE SENDING YOU: X Attached _ _ Under separate cover via Shop Drawings Prints Plans _ _ Samples Specs Copy of letter Change Order COPIES DATE NO. DESCRIPTION .. 1 12/18/12 3 December Invoic~pr9gress Billing $17,739.00 ...._ ..-. ---'-1---'- -'--"f'---"_.~....- - - " - - - - - - - - - - - - - . -.....

._.. "--~ ..----.---r__-. _.---.-..00 "_. - - - _.. , - - - - - - - - - ' - - - - ' - - - - - ' _.. ._ _'--'- . _--_._-- ..•... .- . ", , '" .._......__._--j,----+-----------_.-

C) 'I-..- -------f-_ ~~_~=.-.---L.--~.--- •.••.••. . . L - - . __... -...__'__.-._- 1- -=--=--=--=-~-=-~ -==--~=-=-~--=-~.- THESE ARE TRANSMITTED as checked below: X For approval Approved as submitted Resubmit __ copies for approval For your use Approved as noted --- _._ _ Submit _ copies for distribution As requested Returned for Corrections Return __ corrected prints For review and comment

REMARKS:

.... _..... _. __ •. --_.__ ._--_._..- _--~---- ---_._-----'---~- --_.. .. _.-- - - - - - - - - RECEIVED BY: SIGNED: _ _-=--,-___ DATE: Jerrod Robertson COpy TO: AIR Correspondence File

EXHIBIT 10 INVOICE Robertson Electric, Inc. Derrick Dr. Humble, TX 77338 (281) 441-1304 (281) 441-1342 SOLD TO: Project Info: SSS Construction Inc. Los Cerritos Hanger Scenic Loop Rd Highway 55 and County Rd 410 Boerne, TX 78006 Project No. C12-124

Estimated Contract Amount $128,800.00 Plus: Change Orders .$0.00 Adjusted Contract Amount 45% Completed To Date $128,800.00 $57,770.00 C) Less 10% Retention $5,777.00 Total Less Retention $51,993.00 Less: Previous Applications $34,254.00

TOTAL AMOUNT DUE THIS INVOICE $17,739.00 I

NOTE: If payment amount differs from invoice amount, please notify us immediately.

() EXHIBIT 10 Application and Certificate for Payment Page 1 To: SBS Construction Inc. Project Los Cerritos Hanger Application No: 3 Scenic Loop Rd Highway 55 and County Rd 410 Boerne, TX 78006 Period To: 12/31/12 From: Robertson Electric, Inc. Via (Architect): Arch Project No: o Derrick Dr. GC Project No: C12-124 Humble. TX 77338 (281) 44M304 Contract For' $12880000 , Contract Date' 5 Feb 06 - - Contr(jctors Appllc.ation forPavmenl Application is made for payment, as shoVllnhelow; iilconnectiol1with the contract Continuation sheet attached.

Change Order Summary Change Orders Approved In Additions Deductions 1. Original Contract Sum......................................................... $128,800.00 Previous Months By Owner 2. Net Change by Change Orders..................................._........ $0.00 Total 0.00 0 3. Contract Sum To Date (line 1 +/- 2)..................................... $128,800.00 Approved This Monttl 4. Total Completed and Stored To Date..........,......................,. $57,770.00 Numner luale ",pproveo (Column U) Pending 0.00 5. Retainage:

l ~ Totals . 0.00 0 a. 10.0% of completed work (Column D + E) b. 0.15% of stored materials $5,777.00 $0.00 :::; ~et Change By ChanlJe Orders 0.00 0.00 (Column F) Total Retamage (line 5a + 5b or OJ Total in Column I) . $5,777.00 -I ~CERTIFICATEOF THE SUBCONTRACTOR: I hereby certify that the work 6. Total Earned Less Retainage.•,., ; , ;· ,.•,•.. $51,993.00 Qlerformed and the materials supplied to date, as shown on the (Line 4 less line 5 total) above, represent the adual value of accomplishment under the terms 7. Less Previous Billed . $34,254.00 of the Contract (and all authorized changes thereto) between the undersigned and SBS Construction. relating to the above 8. Current Payment Due ,., , ; . $17,739.00 referenced project. 9. Balance to Finish Plus Retainage ; , , . $76,807.00 I also certify that payments, less applicable retenUon, have been made AMOUNT DUE THIS REQUEST {L:.ine 8) $17,739.00 through the period covered by previous payment received from the contractor, to (1) all my subeontradors (sub-contractors) and (2) for all Robertson Electric, Inc. materials and labor used In or in connection with the performance SubcontraCtor of the ContracL I further certify I have complied with Federal. State, and Local laws, including Social SecurIty laws and Unemployment compensation laws and Workmen's CompensatIon laws insofar as applicable to the performance of this Contract.

By: ----------- Jerrod Robertson I President Date: 12/18/2012

Conditioned only upon payment of the amount of this request. and In order State of TX County of Harris \0 induce such payment, the undersigned does hereby waive, release, and Subscribed and sworn before me ttlis _th day of .... _ relinqUish all claim or right of lien which the undersigned may now have upon the premises above described. and undersigned further promises Notary Public:;: --- to indemnify and hoi.! harm·less the Owner and Contractor from any liens or claims of lien of 2 ":" :/.-.all parties for the furnishing of labor, materials My G' .. ::~ ,ion expires~.·.. ~_ or services on thE> >.~": :·~t for, by or through the undersigned, or any of Its subcontractors or suppliers through and IncludIng the date of this request.

RoberlSo" 'ric, Inc. 11 of 1 f' 231. of.

Humble," . 1338 281-441-1304

Application and Certificate for Payment los Cerritos Hanger Application No: 3 Contractor's signed certificate isattached. Project No. Application Dale: 12/16/12 In tabulations below, amount are slaled to the nearest dollar. C12-124 Period To: 12/31/12 Architects Projecl No: 'A" B c DIE F G r J Item Description of Work Schedule WOJtGompleti;Kt (O+E) Total Value From This Material Completed Previous Perfod Presentlv And Stored Per - 0/0 Balance Relainage InsuranceJMcibilizali6n/Submllal $12800 ''7680:00 5 120:00 ' 12800 toO% 0 1 260 2 Slab Rouah-in .... $1T500 0.00 11500 100% 0 1150 .

3 OisfribufionlFeeders $13.000 0.00 . 0;00 '0 0% 13000 0 UG SeIViceConduit $5000 (roo 0.00 o 00/0 6000 0 l.iohlFixture/lnstali $32.000 12'160.00 2.240.00 ... 14400 45% 1'7;60(\ 1440 l) GearlEouinmentinstall 6 720.00 · O . O C 6120 48% 7280 672 Branch COndYiLalidWife " ,$37:000 -0.00 11100:00 11100 30% 25900 1110 • Terrloorarv Power $2500 1.250 50% (250 125 ' Device Tiini'Out . " $1000. 0:00 0.00 o ·····0% MOO 0 10 $0 OlOO 0,00 0% 0 0 11 $0 0.00 0.00 0% 0 0 'ferAL $128;80Q 19,710.0Cil 0.00 57,770 ° 45% 71 030 5,777 Submitted By: TiUe: Jerred Robertson Robei1soD E1eclIic, Inc. Dale 1211812012 DEFENDANT1S \.

EXHIBIT Robertson Electric, Inc. LETTER OF TRANSMITTAL 231' Derrick Dr. Humble, TX 77338 (281) 441-1304 (''''1) 441.1342 DAm; 1/21/2013 IJO~~Oi_ C12-124 ( i AT'l'1'k Accounting. ,_ "TO: SBS Construction Inc. RE: .... J.o~ Ce((itos Hanger , __, _...• _., ri SS.~~!c~2!,Rd ..~ ""_' _ Highway 55 and G9l;!l'lty~,~ ~1 0 ~<?erne? TX 7~002 . ~_ ..~ _ -fhone: 281-441-9124. ._ ............ :F;.. .::ax=.:.-:~@O!...!.:jO;...;;b~sl;.;;.'te~_---," ., .

Fax: 281-441-9126 Fax: @office WE ARE SENDING YOU: X Attached Under separate cover via Shop Drawings Prints Plans Samples Specs . Copy oflener Change Order COPIES DATE NO. DESCRIPTION 1 01/21/13 -_._-,.i;;---._-_.. - --.... ----------..-..-... --_._-.__. •. ---_.__ _.--- - .• _-.. 1'-•. ' ~

._----.----~ - --- -- .. _---"""-...... ~._--_.-._-~. __ . -... _._._. . . _.. _. ."'------------- ----_.- ...... -_. .....- ...-..... -.- - - f----.-

THESE ARE TRANSMITTED as checked below: X For approval ApprOVed as submitted Resubmit __ copies for approval For your use Approved as noted Submit __ copies for distribution As requested Returned for Corrections ..... . Rerurn __ corrected prints For review and comment -----..--.... _..- ....._-_._----. '-'

REMARKS: .. ----_...-- -. ---- .. _~--- .. _._-- .-""."'-------- -------~- -----_._-_._.

RECEIVED BY: DATE: _---.. ----~;~~=-=------ -:ro~E~~=::::=::=:::. ... .

COpy TO: AIR Correspondence File

EXHIBIT 11 INVOICE Robertson Electric, Inc. (j Derrick Dr. Humble, TX 77338 (281) 441-1304 (281) 441-1342 SOLD TO: Project Info: SBS Construction Inc. Los Cerritos Hanger Scenic Loop Rd Highway 55 and County Rd 410 Boerne, TX 78006 Project No. C12-124

Estimated Contract Amount $128,800.00 Plus: Change Orders $0.00 Adjusted Contract Amount $128,800.00 69% Completed To Date $89,250.00 Less 10% Retention $8,925.00 Tota! Less Retention $80,325.00 Less: Previous Applications $51,993.00

TOTAL AMOUNT DUE THIS INVOICE $28,332.0°1

NOTE: If payment amount differs from invoice amount, please,notify us immediately.

o EXHIBIT 11 Application and Certificate for Payment Page 1 To : SBS Construction Inc. Project: Los Cerritos Hanger Application NQ: 4 Scenic; Loop Rd Highway 55 and County Rd 410 . Boerne, TX 78006 Period To: 01/31/13 From: Robertson Electric, Inc. Via (Architect): Arch Project No: o Derrick Or. GC Project No: C12-124 Humble, TX 77338 (281) 441-1304 Contract For: $12880000 Contract Date' 5-Feb-Q6 Contraclors Agolicalion for Payment Application is made for paymElnt. as shownbelow~incof1nection with the contract Continuation sheet attached.

Change Order Summary Change Orders Approved In Additions DeduCtions 1. Original Contract Sum............................" ............................ $126,800.00 Previous Months By Owner 2. Net Change by Change Orders................................,........... $0.00 Total 0.00 0 3. Contract Sum To Date (line 1 +-1- 2)..................................... $128,800.00 Approved This Month 4. Total Completed and Stored To Dale.................................. $89,250.00 l'lUmDer IUatePlpprOlfea (Column G) Pending 0.00 5. Retainage: a. 10.0% of completed work $8,925.00 n , (Column 0 +- E) k Totals 0.00 0 b. 0.15% of stored materials $0.00 ~ ~et Change By Change Orders 0.00 0.00 (Column F) OJ Total Retamage (Line 5a + 5b or -I Total in Column I) · ""." ~ . $8,925.00 :!ERTIFICATE OF THE SUBCONTRACTOR: I hereby certify that the wDrk 6. Total Earned Less Retainage ,•.••, . $80,325.00 perfDrmed and the materials supplied to date, as shown on the (Line 4 less line 5 total) above, represent the actual value of accomplishment under the terms 7. Less Previous Billed " . $51,993.00 of the Contract (and all authorized changes thereto) between the undersigned and SBS Construction. relating to the abDve 8. Current Payment Due.••••, . $28,332.00 referenced project. 9. Balance to Finish Plus Retainage . $48,475.00 I also certify that payments, less applicable retention. have been made AMOUNT Due-THIS REQUEST (Urie 8) through the period covered by prevlous plIyment re<:eived from the contractor, to (1) all my subcontractors (sub-contractors) and (2) for all materials and labor used in or in connection with the performance of the Contract. I further certify I have compiled with Federal, stale, and Local laws, Including Social Security laws and Unemployment compensation Date: 1/21/2013 laws and Workmen's Compensation Laws insofar as applicable to the performance of this Contract.

Conditioned only upon payment ofthe amount of this request, and in order State of TX County of Harris to indu~ such payment, the undersigned does hereby wail/e. release, and Subscribed and sworn before me this _th day of --- _ relinquish all claim or right of lien which the undersigned may now have upon the premises above described, and undersigned further promises Notary Public:.~ -' to In.demnify and h' ":" 'nn-Iess the Owner and Contractor from any liens or claims of lien of a :.... III parties for the furnishing of labor, materials MyCI .lion expires:.__- - - - - - - - - - - - Dr services on the p• ..:,:~ fDr, by Dr through the undersigned, or any of Its e; •• ht I'\I'Itr::llrtnrc: tv ilItl.nlftlitlre. fhrnllinh ~"n inrllirlinn thoD 114:1to n' thie. rAhl u:ur:.t Robertso 0 '. ric, Inc. ,4014 L'" Jr. Humble, TX 77338 281-441-1304

Application and Certificate for Payment Los Cerritos Hanger Application No: 4 Contractor's signed certificate is attached. Project No. Application Date: 01/21/13 In tabulations below, amount are stated to the nearest dollar, C12·124 Period To: • 01/31/13 Architects Project Nm A B c Oil E "F G H···· I J Iterrl1)esctiption 6fW6i1C Schedlile .W<irk'll:ompletea(O+E) Tolal Value From This Material Completed Previous Period Presentlv And Stored Per-% Balance Retainage InsuranCe!M()blliiatlOrilSublI1ital $12800' 128.00.00 0.00 12800 100% Q 1.280 SI<lbRoui:lh-in $115'00 11,50'0:0( 0.00 . 'f1.5'00 .' 100% . o 1150 DistributionlFeeders S13000 0.00 0.00 . 0 0% 13.000 o UG Service Conduit $5.'000 0.00 0:00 0 0% 5000 Q 1--"5,-'t=L;;;,;.itlz:.lh:,:.1Fi.;.,.I;:.:xt;:;u""re::.;lI::.:ns::.:'=al.;.,.1~~~---Ir-----~ .... $:=32:::.oiOO§"".t "",,' 14,400.0(J 11.200.00 25.60~ 8<J% 64'00 GearlEQuipmentinstall $14000 6720.00 2380.00 9.100 65% 4900 910 .

7 Branch.Conduit and Wire 16,650.00 27750 '. 75% 9.250 2775 TemoorarvPower 52500 1:250.0·0 1.250.00 25(JO .100% o 250 Device TriitfOut 0.00 0:00 0 0% 1000 o 10 0:000.0-0 0 '0% o ..... 0.00'· O~oO ( 0% o o TOTAL 57.770.00 . 31480.00 0:00 .... 89 250 69% 3&;550 8,925 ('\.\( ./ • Submllted By: 1L~'\.~_.A.~:='~===t:: _ T)), " TIlle:

Date 1/21/2013

() , I '- ..-.../ DEFENDANT1S EXHIBIT Robertson Electric, Inc. LETTER OF TRANSMITTAL Derrick Dr. Humble, TX 77338 (281) 441-1304 '~81) 441-1342 DATE: ...;....;..;.· ...·.....;;.;. . .b ' _ 21612(H3 HOB NO: . . . . . . . . . :~_.• _ . . . . . • C12-124 Am: ~--.-_.----_._--_ Accounting ...

TO: SBS Constru~tion Inc. Itt:' Los Cerritos Hang~ Scenic Loop Rd *--~.

Highway 55 and Co~nt~.R~. ~~9 ..._ Boerne, TX 78006 Phone: 281-441-9124 Fax: 281·441·9126 WE ARE SENDING YOU: ~Attached -----" Under separate cover via Shop Drawings Copy oftetter Prints _._ _ Change Order -_. __ _._- .••.

Plans ---_.--..,.-- Samples _ _ Specs

COPIES DATE NO. DESCRlPTION r 02/06/13 5 February , .__ '-0._------ I -'-.~_'_ __ ~ - ~ ~ - _ . - -

••.. -, -' ... -- --.''- _ "-- _.... ***l)ettlo....,.b"j-J"'j-Zl--,.·n--,...r!-.•._ *-"'------------.-----.-.- _ __ ,.,,_.. _ _.., .__ _.__._. _~~=~_L_ .__ ..

._--------.._---.-.-- C) --·---I-------f,....;.----t-----------'------·..· ----·· ..... .. ..... ....__ .- -. -~~------------------------~_.-

THESE ARE TRANSMITTED as checked below: .~~_ .. For approval Approved as submitted Resubmit __ copies for approval For your use Approved as noted Submit __ copies for distribution As requested Retumed for Corrections Return __ corrected prints For review and comment --- REMARKS: ... _-_._._... _--~----,-..---

_ '

-~~_ ...- ... ... _. "~'-'"

-----~-----_.~-- .. - .~~~-~--------~~~'-~_._-_. _.

RECEIVED BY: DATE: S1GNED'~,....S::::.~==.=:. ....::s_· -.:!.

;:.: ..

COPYTO: AIR Correspondence File

EXHIBIT 12 INVOICE Robertson Electric, lnc. .' () Derrick Dr. Humble, TX 77338 (281) 441-1304 (281) 441-1342 SOLO TO: Project Info: sas Construction Inc. Los Cerritos Hanger Scenic Loop Rd Highway 55 and County Rd 410 Boerne, TX 78006 Project No. C12-124

Estimated Contract Amount $128,800.00

o Plus: Change Orders $0.00 Adjusted Contract Amount $128,800.00 74% Completed To Date $95,250.00 Less 10% Retention $9,525.00 Total Less Retention $85,725.00 Less: Previous Applications $80,325.00

TOTAL AMOUNT DUE THIS INVOICE $5,400.00 (

NOTE: If payment amount differs from invoice amount, please notify us immediately.

() EXHIBIT 12 Appli cation and Certificate for Payment Page 1 To: SBS Construction Inc. Project: Los Cerritos Hanger Application No: 5 Scenic Loop Rd Highway 55 and County Rd 410 Boerne, TX 78006 Period To: 02/06/13 Frorn : Robertson Electric, Inc. Via (Architect): Arch Project No: o Derrick Dr. GC Project No; C12·124 Humble, TX 77338 (281) 441·1304 Contract For' $128'800'00 '." Contract Date' . .

5F&tr06 .

CQnt~Ctors Application for Payment Application is made for payment. as shown oelow, in connection with the contracf Continuation sheet attached.

Change Order Summary Change Orders Approved In Additions Deductions 1. Original ContraCt Sum ....,.••.•.......••·.....................,.·................ $128,800.00 Previous Months By Owner 2. Net Change by Change Orders............................................. $0.00 Total 0.00 0 3. Contract Sum To Date (line 1 +/- 2)........................................ $128.800.00 Approved This Month 4. Total Completed and Stored To Date.................................. $95,250.00 Numcer IUaIe Approvea (Golumn G) pending 0.00 5. Retainage: a. 10.0% of completed work' $9,525.00 Totals . 0.00 0 (Column 0 + E) b. 0.15% of stored materials $0.00 I61et Ghang~ BYGhanll~Ordel"S 0.00 0.00 (Column F) :::I: Total Retalnage (Line 5a + 5b or OJ Total in Column 1).•.,.,•••,•.,." , ,., :.,." , ;·., ,_.,. $9,525.00 4RTIFICATE OF THE SUBCONTRACTOR: I hereby certify that the work 6. Total Earned Less Retainage , . $85,725.00 ..pertormed and the materials supplied to date, as shown on the (Line 4 less line 5 total) I)l,ove, reprl!5ent the actual value of accomplishment under the terms 7. Less Previous Billed , , . $80,325.00 of the Contract (and all authorized changes thereto) between the undersigned and SBS Construction. relating 10 the above 8. Current Payment Due :.,.;.•...•.•,••,.: , ,.,,'~, ••.,.••."'. $5,400.00 referenced project. 9. Balance to Finish Plus Retainage.,.·.,., ,',..; ; ;..~ .. $43,075.00 J also certify thai payments, less applicable relenllon, have been made AMOUNT DUE THIS REQUEST (U"'8) $5,400.00 . through the period covered by previous payment received from the contractor, to (1) all my subcontractors (sub-contractors) and (2) for all malerials and labor used in or in connection with the performance of the Contract. I further certify I have compiled with Federal, State. and Local laws. including Social SecurIty laws and Unemployment compensaUon By: Date: Z/6{Z013 -i:;IIl~~L.....---- laws and Workmen's Compensation Laws Insofu as applicable to the performance of this Contract.

Conditioned only upon payment of the amount of this request, and In order State of TX County of Harris to induce such payment, the undersigned does hereby waive, release, and Subscribed and sworn before me this _th day of_. _ relinquish all claim or right of lien which the undersigned may now have upon the premises above described, and undersigned further promises Notary PubUc:'- -.,.._-.,.._ _-.,.._-- _ to indemnify and hold harm-Jess the Owner and Contractor from any liens or claims of lien of ar" '. -1 all parties for the furnishing of labor, materials My Co~ --lssion expires:'-- _ or 'services on th :;:. :" !for, by or through the undersigned, or any of its .J subcontractors or, .. ;;;Iers through and Including the date of this request.

Robertson .,,·...ctric. Inc. ~"lJelof1 231 )r. Humb., 338 2614. .•.:!O4

Application and Certificate for Payment Los Cerritos Hanger Application No: 5 Contractor's signed certificate is attached. Project No. Application Date: 02/06/13 In tabulations below. amount are stated to the nearest dollar. C12-124 Period To: 02/06113 Architects Project No: A" B c o e. E G H iten) Description of Work Schedule Work'Compf~eiiI(O+E) 'fotal Value From This Material Completed Previous. PerlOc1 Presently 'AndStoIed Per. % Balance Retainage 1000000fiCi:llMObiliZation/Slibmital $12800 12800JlQ 0.00 12800 100% a 1 280 $11500 11..500.00 11.500 100% a 1.150 0.00 0, 0% TODe 0 $5.000 0.00 00% 5.000 Q LialifFixtutellnstali $32 00(25.600:00 0,00 256QO 8DlI/., , 6400 2560 , $14000 9100.00 0:00 4900 910 7' BffinchCondl.lifandWinl $37000 '2T750:0( '27,75l'l75% !J250 2775 Temnorarv]i!ower $2.50Q . 2:500:00 2500 100% 0 250 $1.000 0:00 o 0% 1.000 0 Demobilizino $6000 0.00 6.000 100% 0 600 11 $0 0.00 o 0% 0 a TOTAL $128,800 89,250.00 6,OOO.OQ 0.00 95,25074%_ 33,550 9,525 SubmiltedBy: f' J f/ 11-' ,. nUe: ,JelrJdRobertslJO Robertson ~Inc. Dale 216/2013

~.... ,( \ I /~ : ) \ . \ \,,,,-.......---,J ""-........-/1 DEFENDANT1S EXHIBIT Robertson Electric, Inc. LETTER OF TRANSMITTAL Derrick Dr. /~ Humble, TX 77338 ( ; (281) 441·1304 '~81) 441-1342 ;OATE: . 21(j!2()13 \JOB NO: C12-124 ATTN;·· "AcCQunifng .

I----..-;.......-;.........:......""'--'=---..,...~-- ---" •• TO: SBS Construction Tnc:...__..... RE: Los Ce!~tos H~~~er Scenic Loop Rd f-! ighw~y.~5_~!:,.~.S;~~~t.¥...'39..~~.9~ .. .. _ Boerne, TX 78006 .Phone..:}~ 1-~.~:9.124 - -.......Fax: @jobsite ....:......'---'~c.....;.~------~ •...••.•,..•.., .• -.' •.--.- Fax: 281-441-9126 Fax: @office WE ARE SENDING YOU: X Attached Under separate cover via Shop Drawings Prints Plans Samples Specs Copy of letter Change Order COPIES DATE . NO; DESCRIPTION 1 1_0..;-:;2:;.-.,/O;..;6.;..;/1;...:;.3_1-_6:"'~-1 _,.:.;F...;,e...;.b...;.ru:...a.:..;.;r~Y,--. _ _...;,I:...n_VO:...l:...·c..:.e_-P_r_o"",gr_e_ss_B_il_li_n.=<g~ ._._~2?~~5.00

--o:.._~~ _, _ _ ! __ .._ ..-.:. .-.,...._ _.'::""~ _

•.•• " ' - ' - - - -.••- ". - - ;--_._.'--1- - .••._-_. . , .... , '-' ,..._.__.1-----1-----1----------..,...------------..,...-------1 .~ ·_··__··,1------+----1-------.,-----....:......_---------------------1 ( ), --.--.•.. ...•-. .. .... _ -~.~_ _- ~ "---- • THESE ARE TRANSMITTED as checked below: X For approval Approved as submitted Resubmit __ copies for approval For your use _Approved as noted _ _ _ Submit __ copies for distribution As requested Returned for Corrections _~_ Return __ corrected prints For review and comment

REMARKS: ---,------_._--------------------_._-'_ .. _- . .. -,- --- ' - - - - - - - ------------------------_._-_..- --------.------------- RECEIVED BY: -------_.._- DATE:

COPY TO: AIR Correspondence File

EXHIBIT 13 INVOICE Robertson Electric, Inc. Derrick Dr. Humble, TX 77338 (281) 441-1304 (281) 441-1342 SOLD TO: Project Info: Construction Inc. Los Cerritos Hanger Scenic Loop Rd Highway 55 and County Rd 410 Boerne, TX 78006 Project No. C12-124

Estimated Contract Amount $128,800.00 Plus: Change Orders $0.00 Adjusted Contract Amount $128.800.00 74% Completed To Dale $95,250.00 Less 0% Retention $0.00 Total Less Retention $95,250.00 Less: Previous Applications $85,725.00

TOTAL AMOUNT DUE THIS INVOICE $9,525.00 I

NOTE: If payment amount differs from invoice amount, please notify us immediately.

EXHIBIT 13 \~ Application-and Certificate for Payment Page 1 To : SBS Construction Inc. Project: Los Cerritos Hanger Application No: 6 Scenic loop Rd Highway 55 and County Rd 410 Boerne, TX 78006 Period To: 02/06/13 From: Robertson Electric, Inc. Via (Architect): Arch Project No: a Derrick Dr. GC Project No: C12-124 Humble, TX 77338 (281) 441-1304 Contract For: $ 128,801U)0 Contract Date: 5-Feb-06 Application is made fOr payment, as ShownbefoW, iii connection with the contract Continuation sheet attached.

Change Order Summary Change Orders Approved In Additions Deductions 1. Original Contract Sum.......................•.._ .. $128.800.00 Previous Months By Owner 2. Net Change by Change Orders . $0.00 Total 0.00 0 3. Contract Sum To Date (line 1 +1- 2) . $128,800.00 Approved This Month 4. Total Completed and Stored To Date , . $95,250.00 INumoer U3te Mpprovea (Column G) .

Pending 0.00 5. Retainage: a. 10.0% of completed work $0.00 (Column D + E) _ Totals 0.00 o b. 0.15% of stored materials $0.00 0.00· 0.00 (Column F) :::I: Total Retainage (line 5a + 5b or OJ Total in Column I} , " . $0.00 ...q::RTIFICATE OF THE SUBCONTRACTOR: I hereby certify that the work 6. Total Earned Less Retainage . $95,250.00 ~rformed and the materials supplied to date, as shown on the (Line 4 less line 5 total) ~ove, represent the ac;tuaJ value of accomplishment under the terms 7. Less Previous Billed . $85,725.00 of the Contract (and all authorized changes thereto) between the undersigned and SBS Construction. relating to the above 8. Current Payment Due " $9,525.00 referenced project. 9. Balance to Finish Plus Retainage ,., . $33,550.00 I also certify that payments, less applicable retention. have been made AMOUNT DUE THIS REQUEST (Line 8) $9,525.00 through the period covered by previous payment received from the contractor. to (1) all my subcontractors (sulH:ontractors) and (2) for all Robertson Electric, Inc. materials and labor used In or in connection with the performance SUbcontractor

~ of the Contract. I further certify I have complied with Federal. State, and ~ ..•....... ~ local laws. inclUding Social Security laws and Unemployment compensation By: _. Date: 2/6/2013 laws and Workmen's Compensation Laws Insofar as applicable to r-R~dent the performance of this Contract.

Conditioned only upon payment of the amount of this request, and In order State of TX County of Harris to induce such payment. the undersigned does hereby waive. release. and Subscribed and swom before me this _th day of _ relinqUish all claim or right of lien which the undersigned may now have upon the premises above described, and undersigned fu·rther promises Notary Public:, -- _ to indemnify and hold harm·less the Owner and Contractor from any liens or claims of lien of ar' ·,1 all parties for the furnishing of labor. materials My c{'~ -'<;sion expires: _ or services on th t for. by or through the undersigned, or any of its subeontractors or _. • ....,iers through and Including the date of this request Robertsor - .:-tric, Inc. 'e 1011 231' 'r. Humbll: . 338 281-441 C1304

Application and Certificate for Payment Los Cerritos Hanger Application No: 6 Contractor's signed certificate is attached. Project No. Application Dale: 02/06/13 In tabulations below, amount are staled to lhe nearest dollar. C12-124 Period To: 02/06/13 Architects Project No: AB c 01 E F G H J IferT!' Q~c.tiptiOnofWork SchedulE! WorkCOlnlllefeo (D+E) Total Value From This Material Compleled 1'-:::--+.=c~====;:--.".....-::::---.--.:-+_-:;=-=-;;f,--.!..P~re~vitio;?u~s=,_...:P...:e:::.r~iQ;d~:'I--.:.P~re:::s~e::nt~lIvY.....LlA:.!:nd~~S~tO::.;red~~~" ~p..:;e;r~-f.%fr+----,B~a:::la::::n~ce:::::"'-:::I Retainage . 1 ,lrisut8nCEllMbbllizationISubmital $12800 12 800.00 0.00 12 800 100% 0 1.280 ", Slab Roudh+ill $11,50£ t1. SOO.OC 0.00 11 SOl 100% U50 Distributioll/FeederS . $7000 0.00 0.00 . ~ ~ (') . 0% 7 000 o tJG ServlceCQnduit $5.000 0000 0.00 o 0% 5000 o 'LicihtF'ool.iteJlhstall ~ . $32'OQO' 25600.00 0.00 ~ 25600 80% 6400 2560 GearlEauirii'rienllnStall S14000 9100:0C 0.00. 9'1'00 4900 910 Branch Conduit and Wire . $37,000 27750.00 0.00 27.750 75% 9,250 2.775 'S TemD.orarvPower $2,500 2.500.00 0>00 2.5(1) 100% o 250 $1000 0.00 o.ao o 0% 1 oDe o Demobil;zina $6.000 6000.00 0.00 (WOO 100% o 600 11 $0 0:00 0.00 . o 0'* o TOTAL $128.800 ~~ 9~r250.0~ (1.00 0.00 95.250 14% 3:f55Q 9,1>25

Robertson Electric, Inc. Date 21612013 DEFENDANT1S EXHIBIT . ·n I \ SUBCONTRACT 12-10-1378 #2315

Between SELECT BUILDING SYSTEMS, INC. ("Contractor") dba SBS CONSTRUCTION .

And SELECT MANAG?:MENT SYSTEMS, INC. ("Subcontractor") This Subcontract agreement is made as ofthe 30th day of October , 2012 , by and between Select Building Systems, Inc., located.at 17 Scenic Loop Road. Boemery TX 78006 ("Contractor") and Select Management Systems; Inc., P,O~ Box-7819Z9. SanAntonig, IX 78278 ("Subcontractor") as follows: .

WHEREAS: 1.01. The Contractor has or fs ~bout Wenter into a contract with Tn-Bar Ranch Company, Ltd., 10101 Reunion Place. Ste, 1000. San Antonio. TX 78216 ("Owner"); 1.02 The Contractor has agreed to perfonn certain labor and furnish certain material for the erection, construction and completion of: Los Cerritos Hanger. County Road 410. Uvalde. TX78801 (Legal Description

o / y attached hereto as Exhibit "A") (the ''Project''); 1.03 The Project is to be cons1:rqcted and completed as per the plans and specifications prepared by . John Grable Architects. 222 Austin Hwy,. San Antonio. TX 78209 (the "Architect"); ~,04 , the Contractor and Subcontractor desire to contract with reference to part ofllie Proj~ct upon the followmg tenns and conditions: . ....

ARTICLE 2 - ~COPE OF WORK 2.01 - Subcontractor shall furnish and pay for all necessary labor, materials, equipment, superviSion, use fees, permits, licenses, insurance and sales taxes and perform, in and on the Project, iIi a good and workmanlike manner, and in strict compliance with all of the Contract Documents and all additions, amendments and deletions thereto, all ofthe work necessary for the satisfactory completion ofthe part ofthe Project described below: .

Provide a1l1al>or, tooI$, matenals,f#luipment. supervision.usefe{;§' pemilis,licenses,saIesmxesand' insurancellecessarytoaccompIishanmeta1:buildingerectionwork asreqUiredfor acoW!lete job. toinclllde. but not be limited to: 1. Install all clear span main framing members and all related secondary framing. This will m.clude columns, rafters, beams, door & window framing, wall girts and roof purlins.

2. Install all strl,lctural framing and decking.

3. Jnsta.ll of Hangar sliding door is included in this subcontract 4. Install of ships-ladders and all nec~ssary frammg is included in this subcontract.

S. Install framing at the cu;pola and all required bracing and roof panels and flashings.

i ~J / .

Page 1 of 24 of Select Building Systems, Inc. Subcontract . . ...

SBS 0409 v.. . Initials: G.t.

V SUB EXHIBIT 14 , j 12-10-1378 #2315 6. Install ,standing seam roof and provide assistance with roofing machine operation- (panels) complete with clips, etc. o 7. Install all roof and wall insulation as required. .

8. Install all exterior siding with offsets, trims, and downspouts complete.

9.. Install all base trim, closures, top trim, gutters and downspouts with 1-112" hole at each downspout.

10. Install all soffit panels and related flashings perthe plan locations.

11. Install all flashings and trim associated with wall and/or roof penetrations.

12. Install all walk & roll up doors. .

13. Materials, forklift and/or man lift to be provided by this subcontractor, as required to complete this subcontract. White tire only on finished floor.

14. Job must be cleaned and organized daily. Without nqticecontractor reserves the right to supply labor for subcontractor to comply with job organization and cleanliness. Contr'actor will back charge any subcontractor for this labor as necessary. Subcontractor agrees to be back charged for contractor supplied clean up personnel pertaining to the subcontractor's segment of work.

SiiIic91ttraeto,s!Uill<proWde·IUlE·and,iiIlMs1!J$@itNatmfiJ1"miJtiitt!tWfqifJtif.ttjj.1I~tra4'q,utt to SBS superintendent prior to starting work. .

.... . 0s&C0J/1P1.rtA:NCliiIS'l~{ECEWRYAT.ALL TlWtU,AnAandlOAAIsaf~ repmtf6DSiSiilcm~~"AJU)r.o~e&lt!wIha1s'aDdtootwear·shitlbeW9rnat#ltiJnes·.safet;r\ltJ!_ t - ,~ ;, , and.atfditidil:aJ.sarety·¢gnip)Jl~tShlill.lre.1lSedas1'Mukedby:spe.<tasks.iAllufetY.eguipUlent .shallbeIDaintaiDed.in$ll~tedand;m~d.lt~rIdngot;derand·AAnditiQn..C::0nsistenta.bgseof.OSlIA s.tanaarasoro1Mous;n~~of.J!fesarety·iS~¢AAPt!bk. Coiltinttowu»lorcementbythe COD d'orduet&neee:tOftheSiJ.bOOntractoi willliotbe thatiSme . 10<, ·~rma.a-j)fthe,:Slt1ic:o-;Cttlr .''e. -the:.vto'· '" :'C1s. ~b. ailft" ,•. o suspension tl1ecS~emdiridlOOts)·()r.mHl!g'er,·:·ofth(\;Dilieon~f~#Hbt,:tt9D.~Jlu)~i·or., JifesafetyissuAAm thatmdin4lUifWiJlbe.eaPerilWi.i)1tttfiom.:~~jORSite. . lra 'lllie:proiedist()he.keptc1eanua.04:$l~~mfimes ... S1if)cOP etol' ShallCJAA#·ttp.a{l,ibr. and; aJltmshi$·tQbe..pIaeeilintheprojectpro'Vid~d1lDlPster.ffidly,orsoolierif~~SWillc_e ~(Vperh()ur}orct8annp;it:S.·prWiaeS ff.Anft~ f S.D:mld.OrshalLbe?replar.edatthiSSUbcoJltr¥f6~s~ ' . enu ' miltWect gdl~'t'dalt$ged Fiti ". . '.' . . . . f :bncll°utit.elJ!s.. sb!ll.be.compteted1'dthjn.:481l01!J:S:.4Jl·'!2l'kis.mbe~oDlpl!rt¢d'M!~the I COnQtaGfdocUlIien1S,apd lillCitt.Gounty"Sttlte'and l'radecodes•.1'ld8' eon'tI!d&.fOta complete project, inspected, tested arid ready for the next trade. co SUticOlltraCf()l"sEnglishSl!AAkhtg'°J!::Site!eremaniareqnil'ed:tO"ltsafettand mD111Dicitti0nS, andWinchecll:.;m.WithfheSBS.lobsites'A@rtirtendentatthe,·l!M!pnfugofworkeacltday.·S.ntra~r .~ befUrnlShetl.With.·.a.collStrn£ti9n..SCfiedllIt.·.ae!igp.ed forthe:timelyeop1piedonofthiS.proi!AA $ubcontraetOtWillmamtafuthetmteJiAA, in:wb:otemdbJ. 'f@t;tocprogress.theprojec;t. (the "Work") 2.02 Subcontractor shall also furnish and pay for all labor, materials, equipment, supervision, fees, permits, licenses, insurance and work which may be required to conform the Work hereunder to comply with all laws, ordinances, orders, rules, regulations, and requirements. of all federal, suite, and municipal. governments and appropriate departments, boards and offices thereof: and ofthe insurance organization having jurisdiction, or any other body or entity exercising similar functions:

o Page 2 of24 of Select Building Systems, Inc. Su,bcontract Initials: _ _-,-,-_G.C. _ ____''y'-·_SUB SBS 0410 EXHIBIT 14 12-10-1378 #2315 ARTICLE 3 - CONTRACT DOCUMENTS 3.01 The Contract Documents for this Subcontract consist of this Agreement and all Exhibits attached hereto, the drawings, the plans, the speci:.ffcations; all addenda issued prior to and all modifications issued after execution ofthis Agreement. These documents form the "Subcontracf' and are considered a part of this Agreement as iffu!Jy set forth herein.

3.02 The Contract Documents also include the Bidding Requirements and General Conditions.

3.03 ·Subcontractor represents that it has examined and is familiar with the Contract Documents. A copy ofthe above referenced Contract Docume~ts· wPich are applicable to the Work arid Project are available to the Subcontractor UpoJl request by Subcontractorto Contractor in writing as provided herein. It shall be no defense that Subcontractor has not seen one or more ofthe Contract Documents where Subcontractormade no written request for copies ofsame. '.

-3.04 The Work must be performed and complet~ in strict confonnity with the Contract Documents. Subcontractor shall be bound to Contractor by all,ofthe terms and conditiop.s of the Contract Documents and assumes toward the Contractor.all obligations and responsibilities which Contractor under the Contract Documents assumes toward the Owner with respect to Subcontractor's Work. Subcontractor agrees not to violate any terms, covenants or conditions ofthe Contract Documents, and will commit no act which will cause the Contractor to be in breach ofthe Contract Documents. Subcontractor further igrees to comply with any additional specifications, drawings or explanations furnished by the Architect, engineer or Contractor to detail and/or' illustrate the work to be done.

3.05 Ifthe Owner, for any reason"authorized under the Contract Doc~ents, termiUates the contract between Owner and Contractor, Contractor shall have the right to terminate this Subcontract. In the event the . . Contractor tenninates this. Subcontractunder this provision,.Subcontractor shall not be entitled to recover a.tfy damages frOI!). Contractor, whether direct, acfua~, delay, incidental or .c?nsequential, EXCEPT to the extent Contractor recovers and receives payment from the Owner for any d,irect' cost for labor and materials (not profit) incUrred by Subcontrac.tor in the prosecution ofits Work prior to the date oftermination. Subcontractor .shal1llot'be entitl~t() recover any further amounts from Contractor as a result of any such termination, including "but:nc:>tllinifed to lost profits, incidental damages, delay damages, consequential dl\,illages, or any QthercIatt1ageatn6tll1t 3.06 Plan Details: Drawings jprovided by John Grable Architects, •Inc. dated 1/3/2012 . .

, ..

Prints and specification shall be provided on-site by authorized SES representative. No plans, prints, or specifications are included with this document, other than those details outlined in Article 2.

The above listed plans are subject to revision by the Engineers, Architects or other professionals associated with this Project.

Revised Plans will supersede,the Plans listed herein.

ARTICLE 4 - TIME IS OF THE ESSENCE 4.01 The Work shall be commenced by Subcontractor on or before October 29 th 2012.

Subjectto adjustments authorized in writing by the Contractor, the Work shall be substantially completed not _ later than December 25th , 2012 (the "Time for Performance").

I SBS 0411 Page 3 of24 of Select Building Systems, Inc. Subcontract /.Initials: .-"-!J.-.. . G:€. * SUB EXHIBIT 14 12-10-1378 #2315 4.02 The Time fer Performance by the Subcontractor is of the essence. Subcontractor acknowledges the completion date for the Proj ect as noted in the Contractor Documents. Subcontractor agrees to perform its Work in the areas, at the times, and on the days, including make up for lost days, weather delays or to maintain the necessary job progress as directed by the Contractor's Job Superintendent. Subcontractor shall work weekends or extended hours and provide all necessary equipment to perform the Work and maintain progress, at no extra charge, to make up for lost days, weather delays or to maintain necessary j'ob progress·as 'dir~cted by the Contractor's Job Superintendent 4.03 No extension oftime will.be valid without the Contractor's written consent after claim made by the Subcontractor in accordance with Paragraph 8.09. At the Contractor's sole ap.d absolute discretion, the Time for Performance may be extended, for any reason or no reason, without invalidating any part of this Agreement and without subjecting Contractor to any liability under this Agreement, except'as expressly authorized herein. Any extension of Time for Performance must be in writing and signed by the Contractor.

No verbal extension oftime Will be recognized, regardless ofthe source. . - •.

ARUCLE 5 - CONTRACT AMOUNT 5.01 rp.e Contractor shall pay the SubcontractorIor the Work performed, 'Subjec~ to adjustments and other applicable provi$ions of· this Subcontract, . the Contract Sum of ;1 OneH:pndred:;rhiIty.SevfiI1;TnOgd:OBeHUildt#11liJiW !two,andQQllQQbdU,am($ 13-7,132.00 ). (Note: Contract Sum includes all sales taxes, use fees,.permits, labor, material, equipment, rentals, and all other expenses of any kind necessary for Subcontractor to satisfactorily complete the Work) ir'..•.I' ,~~:. 5.02 Within ten (10) days from Subcontractor's execution hereof and before any payments are [I made hereunder, SubcontrliCtor, u~g foIID,s provided by Contractor, shall submit to Contractor the following: (i) a true and correct list (name, address, phone number and description ofservice or material) ofall suppliers and any subcontractors which SUbcontractor~4S:t.g9,r~1l$e~p~oJ?ltdl\gJ:heWori.i~nmryg iI I all labor, suppliers of material, and rental of equipD1~~ljibit·~.&.J;lg.(il)ll:f@'anq.~er ~. schedule ofvalues for all items ofWork included iIJjtb:i$Stt]l9Q~~W:1dClbi~'~~~'doWn and~ I as to the value oflabor and cost ofmateri~lfor each item (the "Subcontractor's Schedule ofValues")(Exhibit "G"). Subcontractor shall provide to Contractor, upon Contractor'-s request atany time, sufficient evidence as to the correctness of the Subcontractor's Schedule of Values. When approved by Contractor, the Subcontractor's Schedule of Values may be used by the Contractor for computation of partial paYJ:l1ents' hereunder. ff, however, the Contractor should, at any time, determine, in Contractor's sole and absolute discretion, that the Subcontractor's Schedule of Values is incorrect:. inflated, understated. or does not accurately reflect the true value of the Work, or portions thereoftherem descn'bed, Contractor shall have the right to revise the Subcontractor's Schedule ofValues to reflect what Contractor believes is the correct value, and the revised schedule shall be utilized as the basis for computation of partial payments thereafter.

5.03 On ~r before the 15th of each month or otherwise as.directeo. by Contractor, Subcontractor. shall present to Contractor an estimate of the Work completed by it prior to the date of the estimate for payment which must be presented, on the forms, supplied by Contractor ("Application and Certificate for Payment" attached hereto as Exhibits ''D-l & D-2"). Subcontractor's Request for Payment shall be based upon the Subcontractor's Schedule ofValues or revised schedule as applicable; and shall state, with respect to each ite!fi, the percentage of work completed on that item for which payment is requested.

5.04 Contractor shall review Subcontractor's Request for Payment Subcontractor understands that Contractor is relying upon Subcontractor's Request for Payment in making COlitractor's aI?plic~tion for I Page 4 of24 of Select Building Systems, me. Subcontract I(j iIr, •.,.,'.· 1iiitialS:' { g.C.

SBS 0412 . && SUB EXHIBIT 14 (j 12-10-1378 #2315 'paymentto the Owner. Contractor may reject or approve items on the Request for Payment, or Contractor may conditionally approve all or part of Subcontractor's·Request for Payment. If Subcontractor's Request for Payment is approved or conditionally approved by Contractor and fs received by the Contractor timely, Contractor shall pay Subcontractor, less 10 % retainage ("Retainage") on Or about the 15 th ofthe following month, or at such time as Subcontractor satisfies the conditions upon which approval was based, such as completion ofcertain items or repairs of certain items identified by Contractor as provided in Paragraph 8.02.

If there is a dispute over any item not approved or 'not paid by Contractor to Subcontract9r based upon the . percentage of completion, cost of repair, or other applicable charge against the Work, said dispute will be resolved by the Architect in the Architect's sole and absolute discretion, as provided herein. The obligation of the Contractor to pay tb,e Subcontractor is expressly conditioned upon the Contractor receiving fundS from the Owner which cover the portion ofthe Work covered by the Request for Payment. THE SUBCONTRACtOR IS NOT ENlTILED TO ANY PAYMENT UNLESS AND UNTIL THE CONTRACTOR RECEIVES PAYMENT FROM THE OWNER, and then, Subcontractor is only entitled to payment subject to withholding as provided herein.

5.05 Subcontractor may make a Request for Paynient for materials or equipment not yet incorporated into the Work, but which are delivered and suitably stored at the site or some other insured location, on the condition that Subcontractor identify the material or equipment, its quantitY, and the cost of same. Subcontractor shall obtain Contractor's written consent to have delivered, store, and Request Payment for said materials at least 20 days before said materials are delivered.

5.06 Before issuance ofthe payments identified above, Subcontractor shall be required to verifY to

o Contractor, and supply evidence as required by Contractor, that Subcontractor has paid for all labor and material, equipment, and all bills, payrolls, fees permits and all other known indebtedness connected with Subcontractor's Work for which payment is being received, and shall release and hold the Contractor har.mless frOPl any ill claims which Subcontractor may have against Contractor up to that time, m.cluciing but not limited to claims for delay. Such verification and release shall be on a form supplied by the Contractor.· Falsification of such verification shall be grounds for immediate termination ofthis Subcontract.

5·.07 Thirty days after this Subcontract is fully completed and performed by the Subcontractor and after the. Subconfractor delivers, to the Contractor, a binder containing "as builf' drawings, warranty information, equipment operating manuals, and other documents of the like, the Subcontractor will make request for final payment in the same manner as provided above. Final payment shall be made after the Work and the aforementioned "binder" is accepted in writing by the Contractor. The Subcontractor shall execute a" complete release of any and all· claims against the Owner, Architect and Contractor prior to issuance of.any :final payment. Notwithstanding any provision in this Subcontract to the contrary, final payment will not be issued until 30 days after the Work has been accepted and approved by Contractor or Architect, ifrequired as provided herein. .

5.08 The Subcontractor shall make prompt payment to anyone furnishing labor, materials, services, or equipment to the Subcontractor for the Project. Such prompt payment is ofthe essence. In all cases ofnon- payment \?y the Subcontractor, the Contractor is authorized, at the Subcontractor's sole expense, to make such payment. All payments so made by Contractor, and all expenses incurred by Contractor in making such payments, inclliding but not limited to attorneys fees for lien releases, shall be applied against the next Request for Payment or deducted from any progress payment yet to be paid. In making such payments and discharging such "liens, Contractor shall not be required to adjust or determine any claims or disputes between the Subcontractor and the laborer, mechanic, or materialman, nor shall Contractor be required to withhold any money or take iIDY action to protect Subcontractor or any of Subcontractor's rights. Should any lien or claim i Page 5 of24 of Select Building Systems, Inc. Subcontract .

.::.':..

SBS 0413 EXHIBIT 14 12-10-1378 #2315 develop, whether during the Time for Performance or after final payment, Subcontractor shall promptly pay to the Contractor (within 10 days after demand) all monies that may be required in discharging such lien or claim, o and shall reimburse the Contractor for all losses, expenses, including reasonable attorneys fees, it may incur or sustain as a result thereof 5.09 Regardless ofthe terms of payment provided herein, Contractor shall be pennitted to retain • from payments due to Subcontractor an amount sufficient to cover: (i) any required Retainage, plus (li) an amount sufficient to satisfy all delinquent obligations ofthe Subcontractor.for labor; materials, equipment, or services furnished or to be furnished by Subcontractor, plus (iii) an amount sufficient to cover the cost to complete any item or to repair, replace, fix or cure any work perfonned by Subcontractor. The'amount, which Contractor may retain 1,l1lder subpart (ii) and (iii), shall be determined by Contractor in its discretion, with any dispute over the amoUnt to be decided by the Architect in accordance with paragraph 8.02, 5.10 Effect ofPavment No payment, either partial or final, made under this Subcontract shall be a construed to be an acceptance of defective Work or improper materials or waiver of any right ofCon,tractor hereunder, and no partial payment shall be evidence ofperformance, in whole or in part, or this Subcontract or any of Subcontractor's obligations hereunder. ',.

,I, ARTICLE 6 - BONDING REQUlRE:MENTS

T !

6.01 . No bonding required. Signed, verified, and notarized affidavits ofpayment and releases will be required with the delivery of all draws and before issuance of each checlc. (See Exhibits "l3" .and "c'')

.' ji ~ ARTICLE 7 - INSURANCE 7.01 Prior to starting work, the Subcontractor shall obtain the r~quired insurance from a responsible- insurer, and shall furnish satisfactory evidence to the Contractor that the Subcontractor has co;m.plied with the C) 11. requirements ofthis Article and the Contract Docmnent:s: !J Special Provisions:_--,N~/,,""A:!o.-:"'" _ _"'-- -..,...-----'-----,---- .SilbcGlltragtOtsha11 lia\!e theirinsutanee'agcmtJcompgylW7WAAll1 ~ot~listtni 'S~1~1l1111diri'g~ ••Ine.~'ana<l~nameld~ . to·,f;be,.$Ei1ectMdmg·$ystem&Comorate,Gffice; ·i , 'g~re b~itW<»:kjC9~~~illeb.tde,1Wt,nGJt;b~dhitedJQ.gegeratiiability;lusuranee.ofnot less I.1 i' 1 tnan" .1.OOO.QOO,\¥()l'k!;rsCW:nPensatiQn;1l0t-lesstban~·~·.~ ~·@dlnMAA@iOJi my'tiehicles{if anyyel:ijcle Of Stlbe!>J:i:l:ra¢1:Ot Will enterthe'JWpie¢t ijte), 7.02 Subcontractor shall purchase and maintain such insurance as will protecf it 'and Contractor from claims under laws which protect worker from injuries on the job, including but not limited to Worker's Compensation Insurance, disability insurance, disability benefits, and other similar in~urance to protect workers of the Subcontractor or those who are injured by the Subcontractor. Subcontractqr shall also obtain insurance covering public liability, property damage, fire, casualty, and,coverage for any damages caused by Subcontractor atising out of Subcontractor's Work with extended coverage up to the minimum limits Qfthe amount state<;l above in the Special Prov~ions.· Such insurance policies shall contain a provision requiring the Contractor be gi:ven at least fifteen (15) days written notice prior to canc~llation, . ' 7.03 SubcontraCtor is responsible to carry and maintain any other insurance coverage it deems necessary to protect said Subcontractor, including insurance on tools, equipment, supplies, and other iie:q:J.s or .

I \.."

u Page 6. of 24 of Select Building Systems, Inc. Subcontract , Initials: .' ©. ' G.C.

SBS 0414 :0-4. SUB \

EXHIBIT 14 12-10-1378 #2315 to protect against theft, conversion; breakage, misuse, accidental damage, or other perils, conditions or damages. As a consequence, Subcontractor hereby yvaives all rights it has against the Contractor, the ATchitect, other subcontractors, the Owner, and any other person or entity for damages arising out of, or relating to,.any matter, event or condition which was or could have been covered by Subcontractor's msurance as provided in this Article. .

7.04 In the event of.a loss suffered by Contractor, as a result of acts ofthe subcontractor or their agents, which is covered by insurance obtained by Subcontractor, Contractor shall be entitled to said insurance proceeds up to the amount of its loss. IN THE EVENT lHAT SUBCONTRACTOR FAJLS TO OBTAIN INSURANCE FOR ANY MATTER REFERENCED IN THIS ARTICLE 7, OR SAID IN'SURANCE LAPSES, OR FOR ANY REASON SAID IN'SURANCE DOES NQTPAY A CLAIM, SUBCONTRACTOR , HEREBYlNDEMNIFIES AND HOLDS CONTACTORHARMLESS FROM ANY DAMAGES, CLAIMS, OR LOSSES WHICH CONTRACTORMAY SUFFER OR INCUR., AND AGREES TO PAY TIlE SAME, m:CLUDThTG ALL COSTS, EXPENSES AND ATTORNEYS FEES TO ENfORCE TIIOSE RIGHTS.

ARTICLE 8 - SUBCONTRACTOR RIGliTS AND DUTIES 8.01 No Subcontracting' The Subcontractor shall not assign this Subcontract, rior subcontract the . whole or portions ofthis Subcontract, without the prior written consent ofthe Contractor.. The Subcontractor shall not assign any amountS due or to become due under this Subcontract without prior written notice to the Contractor. ' 8.02 Satisfaction Clause All work by Subcontractor shall be done to the satisfaction of the Contractor and Architect. If the Subcontractor decides to dispute, challenge or contest any matter under () Articles 2, 3, or 5, Subcontractor shall do so promptly, but in no event later th!iD 48 hours after the Subcontractor receives or becomes aware ofthe matter (whichever occurs first). To challenge the matter, the Subcontractor shall, within the time stated above, notifY the Architect in writing ofthe nature ofthe dispute, stating the Contractor's position and the Subcontractor's position, and asking for a determination as to the disputed issues. The Architect will provide the Contractor with copies of aJ,l documents submitted by Subcontractor, and Contractor shall make a response, either in writing or verbally. After receiving the Contractor's response, the Architect shall make a decision regardiJig the dispute. In all disputes relating to the correctness of construction, meaning and requirements ofthe specifications and drawings, the percentage of completion, the aqJ.ounts and necessity of repairs, and the value of work performed, the decision of the Architect shall be final and binding on the Subcontractor. Failure of the Subcontractor to timely request a determination shall operate as acceptance by the Subcontractor of Contractor's position, and shall operate to waive Subcontractor's right to challenge rthe.correctness of the position ofthe Contractor at ,a later date. '

8.03 Subcontractor's Duties Without limiting any' other requirement or obligation of the Subcontractor, Subcontractor: a. ; Shall promptly, submit all shop drawings and samples,.' data and specifications as to materials to be used as may be required by Contractor, Architect or the Contract Documents so as not to delay any work on the Project; .

b. Shall ;keep informed as to the progress of the Project and shall have all required workmen and equipment available and all necessary materials fabricated, assembled, delivered and ready for installation so as to I " Page 7 of24 of Select Building Systems, Inc. Subcontract . ~~........ • .• . . Initl.'a.ls: S'.C.

SBS 0415 SUB EXHIBIT 14 • ,'t

commence and prosecute its work as soon as the progress ofilie Project will pennit, and when requested, shall furnish satisfactory evidence that 12-10-1378 #2315 o preliminary arrangements have been made; .

c, Shall commence its work at the earliest time the progress ofthe Proj ect will permit and in any event not later than 3 days after written notice to do so from Contractor, shall prosecute its work, including all changes and additions thereto, rapidly, continuously, and uninterruptedly, and shall complete all of its work, including changes and additions, so as not to " interfere with or d~laythe completion of the Project; d. Shall cooperate and coordinate its work with Contractor and the other subcontractors to avoid delay of or interference with any work of the Contractgr or other subcontractors; e; If directed by the Contractor, shall prosecute its work in such sequence and at such locations as may be directed by Contractor to maintain and expedite the progre,ss ofthe Project as a whole, and Contractor shall have the :qghtto establish and determine the schedule under which the Subcontractor shall perform its work. If Subcontractor is required to work overtime or additional shifts in order to meet the schedule ofthe Contractor, the cost thereof shall , be solely the responsibility of the Subcontractor and Subcontractor shall have no -claim against the Contractor for any additional expense; f. Shall be liable to the Gontractor for all extra costs, expenses and damages of any nature which may be ,incurred by Contractor as a result of any delay or hindrance of the Project or of the Work or of the work of any other C) subcontractor; and, without limiting the foregoing, iI any delay or hindrance .1 ,t by the Subcontractor shall result ~ or render the Contractor liable for damages to the .Owner, another· subcontractor or any other entity, Subcontractor shall be liable to Contractor for the entire amount of such damages and for all other extra costs and expenses incurred by Contractor, and Contractors.hall have the right to offset such damages, costs and expenses against any payments due to the Subcontractor under this I Subcontract; ,I g. Shall, at all times, ~an the Project with competent and adequate,supervision and a sufficient number of skilled and competent worlanen and sufficient I equipment, materials, supplies to perform its Work; .i h. Shall be solely responsible for complying with the Immigration RefeID1 and Control Act of 1986, for complet;ing and maintaining "Employment Eligi,bility Verification" docUmentation (INS Form 1-9) on all persons who perform work for the Subcontractor on the Project, arid shall be solely " responsible fOT complying with all applicable health and safety standards, Federa!, state and local, pertaining to its Work, its personnel and equipment, and shall pay and be held liable for all fines, liens, and other costs associated with Violation of any provision in Article 8. Safety is the rule, not the .

o \ Page 8 of24 of Select Building Systems, Inc, Subconttact Initials:

~ ",.

SBS 0416 i~ ~ . ;' •• •.

G.C. 'SJ}B

EXHIBIT 14 12-10-1378 #2315 exception; i Shall comply with all laws, ordinances, rules, regulations and orders ofany public authority bearing on the perform~ce ofthe Work, including but not limited to all Department of Labor, Occupational Safety and Health Act ("OSHA"). Subcontractor shaH secure and pay for all permits and governmental licenses, fees and inspections necessary for the proper execution and completion ofth~ Work; j. Shall pay for all materials, equipment and labor used in, or in connection with, the performance of this Subcontract, and shall furnish satisfactory evidence, when requested by the Contractor or Architect to verify compliance with this requirement; k. Shall, on a daily basis, keep the premises free from accumulation of waste materials or mbbish 'arising out of the operations 'of Subcontractor.

Subcontractor shall move excess material promptly from one work area t<;5 another. If Subcontractor fails to perform this duty, the cost thereofshaH be charged to the Subcontractor by the Contractor.

. 8.04' Warranty 'The Subcontractor warrants, for a period of 1 year from the date of su,bstantial completion (defined as the issuance ofa Certificate of Occupancy or a Temporary Certificate of Occupancy, -whichever is issued first), to the Owner !lD.d Contractor that all Work shall be performed in a good and worlana:i:ilike manner, free from faults and defects, and of such quality as.would pass in the trade without exception: All Work shall be completed in ac~r:dancewith the Contract Docun:i.ents, except as authorized by Change Order as provided below. In the absence of a Change Order, anY substitutions or work not strictly. complying with the Contract DocUIIients may be considered defective. The waiTanty contained herem is in addition to and not a limitation on any other warranty Of remedy, arid shall survive any termination of this Subcontract. ' 8.05 Warranty Claims If, ~thin the warranty period.described above, or any other applicable warranty period, any of the Work is found to be defective, faulty or not in compliance witll the Contract Documents, the Subcontractor shall correct such problem or defect promptly after notice from Contractor or' Owner to do so. If Subcontractor fails orrefuses to correct such problem or defect within 10 days from receipt of such notice, Contractor may correct the problem, and Subcontractor shall be liable for all costs, expenses and fees associated with the correction. ; . ' 8.06 Change Orders Changes in, additions to, revisions of and deletions from Subcontractor's Work may be made by Contractor without invalidating this Subcontract All changes, additions, revisions and deletions, including any deviation from the plans and specifications, shall be in writing in the form ofa Change Order (See Exhibit "E'') which must be signed by the Contractor in order to be valid. Subcontractor shall not begin any change, addition, or revision without a written Change Order signed by the Contractor. Ifthe' change, addition, or revision will increase the Contract Sum, the Change Order must reflect the increase; otherwise, there will be no increase in the Contract Sum. It is the Subcontractor's responsibility to submit to the Contractor any Change Order on the form provided by Contractor, including but not limited to any change in the Contract Sum. If the Contractor requests (either verbally or in writing) that the Subcontractor provide to the Contractor a price for which the Subcontractor will perfoI'm work under a change by the Owner, the Subcontractor shall deliver to the Contractor the price in writing within 10 days from the I •

Page 9 of24 of Select Building Systems, Inc. Subcontract SBS 0417

EXHIBIT 14 I I 12-10-1378 #2315 C-) ,--~-----

date the Contractor makes the request. If the Subcontractor fails to provide the price withui the time, C()n~nII,a.y ixlsert8n amountfol"tlleGhangeeinitsclumg¢Otdet~1b.e,Qwnet,;andSUb~I1tractor~¥ . ~eestopertonn·tbeQhan~forthe·~insElrtedbyth6c.ontra~to1m~theclu!n$~Order.. lfS~ntr.aotor s~ksto.pmorm.anyWolkwhich devilli6SfrOrnt1ieen~~~.:p1an$.in an.ywa.~~ribeoP:tra,*>r must have ··anysu,chP'!9,po.seCi ~~~igrJ.ed'bythePrOj~ctErism~, i.b:AdditiOli~;1la"lingth~~r'spriorwrittell , authorization for the change.

'/ &.07 Wrltil1g1\egtrl:fedfOrPayment Except as may beSp¢ettlc.ally ~!i:~Iy~ in writing tq the@JitrarY)COn~tor~n~'beliaQlecfor any changes in or additi0:nto$jj.~~~WClrkor for any '. extra c6sts~diby'SuQ()~rJS a~ ofany such change'oraddit~(:~Iliin,any~c:)l1I1ltm:~ss ofthat which Subcontractor or Contractor shall recover and collect from Owner. Please Take Note: it does not' matter how many witnesses hear the Contractor make an alLeged verbal agreement to pay for a change; ifthere is no written Change Order in compliance with this section, Subcontractor shall not be entitled to any compensation for the change, addition or revision. .

8.08 Claims By Subcontractor Subcontractor shaH make all claims promptly to the Contrac~or for additionalcosts, dama~e to pl"()perty, material or equipment." delay damages (subject to pr<>visions relating ~iflQa1ly~)~atla:·ejtt6nsiansOftim~j;p~~, however, that Subcontractor shall present its claims in wr.itii1gta Go.I1~lwitlUnSll&1imeaswm~~Contractor a reasonable opportunity. to review such ~1lI@s\(atl~31'b~~,da.:ys}e,nd~the~;:tt>the Architect andlor Owner within the time permitted by,t1te~~:po~,.rfS~~Il1:taCtOi"fai1St6~ent any such claim timely to Contractor, same shall bih~OJl~Iusively:~«tip1lav~'tleen Waiyea:m116evm will Contractor be liable to Subcontractor for any

o costs, damage to property, materi81 or. equi,pment, or any other expenses except to the extent that Contractor recovers and collects· said amount from the Owner or the responsible party. Please Take Note: 'CONTRACTOR SHALL NOT BE LIABLE OR RESPONSIBLE FORANY DAMAGE TO OR LOSS OF SUBCONTRACTOR'S WORK, MATERIALS OR PROPERTY UNLESS SAME SHALL BE SOLELY CAUSED BY THE DIRECT NEGLIGENCE OF CONTRACTOR, ITSEL;F.

8.09 Limited Claims for Deiay, 10 agr~eing to complete its Work, Subcontractor represents that it has taken into consideration ahd made allowances for all ordinary delays and hindrances incidental to the Work, including butnotlimitedto delays ofcairiers, delays in fabrication or delivery ofmaterial or equipment., ~aijabilU,y~~en'oIrmat~ and¢[email protected]~\additions and dele.~ons to or from its Work or the work of " Qtlt~aAA tAAt it~ eo~ofthe,fact thatuu~>~ C9~t:D()cuments,Contractor is required to ¢Ompl~1l1e~J~w,itbmao~~medperi<ithjf·tie:andJ:l\l'4Y'M~le for damages for failure to do so. ~ . l ,J i 8.09.1 Should the Subcontractor be delayed, obstructed, hindered or interfered with in the commenceD;lent, prosecution or completion of the Work (''Delay of Work"), by any cause, whether an"aef, omission, neglect., or default 'Of Contractor or of anyone employed by Contractor, or by any other contractor or subcontractor on the Proj ect, or by the Architect, the Owner, the engineer, or any oftheir agents or employees, or by damage due to fIre, theft, or otb.ercasualty, ()r by act of God, or any other eause, the Subcontractqr shall be entitled'to an extension of the Contract Time subject to the restrictions provided herein. In order to be entitled to an extension ofthe Contract Time, Subcontractor shall: a. Notify the Contractor in writing oftb.e cause(s) oftbe Delay of Work within 48 hours of the commencement thereof, and

Page 10 of;24 of Select Building ~ystems, Inc.' Subcontract

EXHIBIT 14 SBS 0418 i:.·. t .. t\.· II(J ~; I' tt.c..a m ::::::?:"".-=I'<~.'•....... o 12-10-1378 #2315 b. Demonstrate to the Contractor in. writing, and verbally if requested, that Subcontractor could not have anticipated or avoided theDelay ofWork and that Subcontractor has and will use all available means to minimize the consequences thereof 8.09.2 Subcontractor agrees that it ~hall not be entitled to nor will it claim any cost reimbursement, compensation or damages of any kind for any Delay ofWork except to the extent that Contractor is entitled to a corresponding cost reimbursement, compensation or damages from the Owner under the Contract DocumeI).ts for such Delay of Work, and then only to the extent of the amount, if any, which Contractor, on behaif of Subcontractor, actually receives from the Owner on account of such Delay of Work. The amount, if any, that the Subcontractor may receive from the amount recovered from the Owner shall be limited to any changes or additions to the Work received therefore by the Contractor from the Owner. Subcontractor shall not be entitled to any additional compensation resulting therefrom. In adqition, Subcontractor shall be responsible for paying, in. advance, all costs and expenses, including reasonable attorneys fees, for Cpntractor to submit and pursue such claims against the Owner, and shall sign any and all agreements required to be sigtied by the Contractor regarding the submission of the claim, and settlement of same, ip.cluding any releases required.

8,10 Indemnification To the fullest extent permitted by law the Subcontractor shall fully and completely indemnify and hold harmless the Contractor, Surety, the Owner, the Architect and all of their agents and employees from and against all claims, damages, losses and expenses including but not limited to, attorney's fees, arising out of or resulting from the performance oUhe Subcontractor's wOJ;k under, in connection with, in the course of, or incidental to the ~ubcoiJ.tractor'sWork under this ~ubcoJ:!.tract, or in connection herewith (regardless of any concurrent fault, cause or negligence of Contractor) or any breach of or failure to comply with any ofthe provisions oftbis Subcontract or the Contract Documents by Subcontractor. In entering into this Subcontract, Subcontractor understands and agrees to indemnify and hold harmles~ Contractor, Owner and Architect from the consequences of Subcontractor's own negligence and actions of Subcontractor's employees, agents, officers and representative~....

8.10.1 Subcontractor shall also indemnify and hold harmless Contractor, Surety, Owner and Architect from any claim, damage, loss or expense which is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property, including the loss of use resulting therefrom arising out of or , resulting from the perfonnance oftne Subcontractor's work under, in connection with, in the course of, or incidental to the Subcontractor's Work under this Subcontract, or in ' connection herewith (regardless. of any' concurrent fault, cause or negligence of Contractor) or any breach of or failure to comply with any of the provisions of this subcontract or th,e Contract .Documents by Subcontractor. In entering into this Subcontract, Subcontractor un<ierstands and agrees to indemnify and hold harmless Contractor, Owner and Architect from the consequences of Subcontractor's own negligence and actions of Subcontractor's employees, agents, officers and rep~esentatives.

, .

8.10.2 Subcontractor shall also indemnify and bold harmless Contractor, , I .

Page 11 of24 ,of Select Building Systems, Inc, Subcontract J. Initials: -.0._ ~ .-. -G.c. 'SUB SBS 0419 EXHIBIT 14 12-10-1378 #2315 Surety, Owner and Architect from any claim, damage, loss or expense which is attributable to or arises from work performed by the Subcontractor, or any supplier of the Subcontractor, or any of Subcontractor's agents, that is not performed in accordance with the Contract Documents regardless of cause or any concurrent or contributing fault of Contractor. In entering into this Subcontract, Subcontractor understands and' agrees to indemnify and hold harmless Contractor, Owner and Architect from the consequences of Subcontractor's own negligence and actions of Subcontractor's employees, agents, officers and representatives.

8.10.3 In any and all claims against 'the Contractor, the Owner, the Architect or any of their agents or employees by any employee of the Subcontractor, anyone directly or indirectly employed by it, or anyone for whose acts it may be liable, the indemnification obligation under this Paragraph 8.10 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. . , .

8.11 Surface Preparation If Subcontractor deemS thatthe surface's or worHCl which 'its Work is to be applied or affixed, including grading, is unsatisfactory or unsuitable, Subcontractor must provide Contractor with '?'ritten notification of said condition before taking any remedial action or other proceeding with the i Work, otherwise, Subcontractor shall be fully and solely responsible and liable for any and all expense, loss, I damages and costs associated or resulting from said condition, and Contractor shall be relieved of any and all '1 liability in connection therewith. !

8.12 Subcontractor's Remedies Ifthe Coritractor does not pay the Subcontractorthrough no .

I f.f' fault ofthe Subcontractor, within 7 (seven) days from the time payment should be made as provided in herein, .\ the Subcontractor may, without prejudice to any other remedy he may have, upon 7 (seven) additional days written notice to the Contractor, stop his work until payment of the amount owing has been received., If the ,. Subcontractor has not timely complied with the provisions ofParagraph 8.02, Subcontractor shall be deemed to have waived the rights stated in this paragraph,.and any stoppage ofwoIk will be considered amateri,al breach " of the'Contract Documents. . ?

ARTICLE IX - Contractor - '-lf~ 9.01 Rights'and Responsibilities The Contractor shall be bound to the Subcontraptor by the"- terms ofthis. Agreement.

9.02 Services Provided by the Contractor The Contractor shall cooperate with the Subcontractor in scheduling and performing its work to avoid conflicts or interference in the Subcontractor's work, and shall expedite written responses to submittals made by the Subcontractor. As soon as practicable after execution of the Subcontract, the Contractor shall provide the Subcontractor a copy of the estimated 'progress schedule ofthe Contractor's entire work which the Owner/Contractor has prepared and submitted for the Contractor's and the Architect's information, together with such additional scheduling details as will enable the Subcontractor to ·plan and perform its work properly. It is the responsibility and obligation of'the Subcontractor"to examine the progress schedule and to keep Contr~ctor informed ofany changes which might be necessary 'to keep Subcontractor on schedule. The Subcontractor shall be notified of any. subsequent changes in the progress schedule and the additional scheduling details. If Subcontractor does not'receive a, progress schedule, or cannot perform the Work within the progr,ess schedule, or notices any deficiencies or

o P.age 12 of24 of Select Building Systems, I:oc. Subcontract

. aoeIIri.ti . . a.l.

G.C. ..::;". SUB S. :.

SBS 0420 EXHIBIT 14 12-10-1378 #2315 s problems. with the progress sched'c11e, it is the Subcontractor' r~sponsibility to notify the Cootractor in writing of same. Failure of Subcontractor to provide written notice of same will result in waiver by Subcontractor of any complaint about the progress of the'Project or the progress schedule at a later time.

9.03 Remedies for Breach If the Subcontractor, at any time in the opinion of the Contractor, refuses or defaults or negiects to CaIry out the Work in accordance with the Contract Documents, Or becomes . insolvent, bankrupt or unable to pay its bills when due, or if Subcontractor fails to provide sufficient men or materials or supervision to diligently complete the Work (to be determined in Contractor's sole discretion), Contractor, after 3 (three) caleI1-dar days written notice to Subcontractor o{such failure, refusal, default or neglect, may provide any such labor, materials, tools, or equipm.ent and deduct the cost thereof from any money due to the Subcontractor, and/or Contractor may also terminate Subcontractor's right to proceed with its Work or any part of the Work, and/or terminate the Subcontract and finish the work by whatever method Contractor may deem expedient, all in Contractor's sole and absolute discretion. Subcontractor shall be liable for all costs and expenses associated with finishing the Work, whether by Contractor or by other subcontractors hired by ContractQr. ...... ~- - ...... 9.03.1 Measure ofDamages In the event that this Subcontract is terminated for any re~on, regardless offault, the parties agree that the measure of damages shall be ll$ follows: (1) if the unpaid balance ofthe Contract Sum exceeds the expense offinishing the Work; such excess shall be paid to the Subcontractor, or (2) ifthe expense of finishing the Work exceeds the unpaid balance of the Contract Sum,.the Subcontractor shall pay the difference to the Contractor. In addition, Subcontractor shall be liable for any expenses ofContractor relating to extended project overhead, corporate· office overhead, profit, Contractor's legal fees, any.

o liquidated damages payable by Contractor, all rental charges and other costs incurred in completing the Work. In calculating damages hereunder, the Subcontractor shall have no claim for unpaid labor performed or materials provided.

9. Q3.2 No Payment Due In the event oftermiD.ation for any reason, the Contractor ~~~'- may withhold sufficient amounts from any such payment for Work satisfactorily completed to cover any loss which Contractor may suffer as a result of the failure of Subcontractor to satisfactorily fulfill its obligations hereunder. Acceptance ofpayment upon termination by the Subcontractor shall waive any further rights of Subcontractor against Contractor. Nothing' herein shall limit Contractor's rights to damages as a result of Subcontractor's fatIure to fulfill his obligations hereunder.

ARTICLE X - Working Conditions 10.01 Special working conditions and labor matters applicable to this Project: 100% Hard Hat, 100% Safety Glasses, Glass Containers Are Prohibited.

ARTICLE XI Miscellaneous Provisions 11.01 Terms used in this Agreement which are defined in the Conditions ofthe Contract shall have the meanings as designated in AIA Document A201, General Conditions ofthe Contract for Construction.

I Page 13 of24 of Select Building Systems, Inc. Subcontract 6' _--.-_G.C.

Initials: ~L:.L·-s~ SBS 0421 EXHIBIT 14 12-10-1,378 #2315 11.02 If Contractor shall employ lip. attorney to enforce any provision of thi9 Subcontract, assert a claim against the Subcontractor, to investigate, respond to or settle any claims by any party or third party relating in any way to the Work. or to defend against any claims asserted by Subcontractor or on .

Subcontractor's behalf, Subcontractor shall pay to Contractor the amount of attorneys fees, costs and expenses incurred by Contractor, and all such amounts may be deducted or paid with any funds owing from Contractor to Subcontractor.

. 11.03 This Subcontract shall be deemed perfonnable in part in Boerne, Texas. Payment is due and payable in Boerne, l'exas. The parties agree that Boerne, Texas is an acceptable and convenient location to resolve any disputes, and hereby consent and agree that any dispute arising hereunder shall be resolved in Kendall County, Texas. The parties further agree, regardless of the site ofthe Project, that Texas law shall govern all aspects ofthis Subcontract.

11.04 The Subcontractor represents that in the event of any claim or damage arising under this Subcontract, the said Subcontractor can be adequately compensated by money damages. Subcontractor hereby waives any and all other rights and remedies to which it might otherwise be or beCome entitled, save only for its claim to money damages. Subcontractor 11.ereby !lgI'ees to waive any right to seek or recover incidental, consequential and punitive damages against, throuib, or from Contractor.

11,05 This Subcontract and the Contract Documents, insofar as they relate in any way to the Work. constitute the ~ntire agreement be~een the parties hereto, !IDd it is expressly understood and agreed that there are no other verbal or written agreements between the parties. This Subcontract may only be amended or modified in writing and in accordance with the terms and provisions her~of. ,.. .

11.06 Notices All notices, requests, and other demands referenced or provided hereunder must be in writing, and, to the extent required to be given to the Contractor, shall be made by ha.i:J.d delivery, by facsii:nile transnnssion or by firSt class United States mail to the address shown pn the first page of this Subcontract, or at such other place as designated in writing by Contractor. !fto Subcontractor, all notices shall be made by hand deliv~ry. or by certi:fi.ed mail to . the address shown below or as otherwise provided in writing by SUbc~ntractor.

11.07 .The Contract Sum shall not be subjectto adjustment due to fluctuations in I)laterial costs, labor rates, or other market conditions; either anticipated or unforeseen. The Subcontractor shall perform due diligence during the bidding. and estimating of the Work to ensure that the Contract Sum is sufficient. compensation for satiSfactory completion ofthe Scope ofWork. Equitable adjustment(s) to the Contract Sum resulting from changes to or deyiations from the Scope ofWork listed herein shall be subject to the terms and provisions hereof. . .

.;",

Page ~ 4 of 24 of Select Building Systems, Inc. Subcontract·

SBS 0422 o EXHIBIT 14 This Agreement entered into as ofthe-day.and year first written above.

SELECT BUll.,DING SYSTEMS, INC. SELECT MANAGEMENT SYSTEMS, INC. CQN'l'RA~ ···OR SUBCONTRACTOR By; 7S;;;:;:;;: ;:L ~ By: '------"o:~::::: ~ .•••..•:::::: •..:.... -=.... .••._•.. •.•. _.._•.......;:._ _ Signature I Titl. =:::-._

=J.t.~~~Jp =_k l.tttifJ,~ Date: I~ Date: lt2 \3Q( \ 1u ~.

Contact Info: Contact Info: '.

Job Site:. _ Office: ~~....I.:(8~3~0).L-:9=8""'-1-.;=c5=-94~:O'--­ Job Site Fax:. _ Fax: ~_----1(=83=O""_) 9",-,8. =1-=-5=94"'""8=---_ Gorp. Office: (830) 981-5929 Mobile: _ Corp. Fax: (830) 981-5308 Contact: _---..,..B=::.l"""U..."L=e:=o=:b.ar""'·=d _

Page 15 <Jf24 of Select Building Systems, Inc. Subcontract SBS 0423

EXHIBIT 14 r---""'" ( ) EXHIBIT ,"A" LEGAL DESCRIP:TION OF PROPERTY

~ .....

! f

I !

I I TBIs PAGE l:NT.EN'I'IONALI.,YI.J3Fr BLANK .1ft . ..' ' . . !

I !" f () . "

'~,':, "';'I. •

Page 16 of24 ofSelect Building SysteJ:l?S, Inc. Subcontract SBS 0424 o EXHIBIT 14 EXHIBIT JIB" CONDITIONAL WAIVER AND RELEASE ON PROGRESS PAYMENTS

Project, _ Job No. .-;...

Upon receipt by the signer ofthis document ofa check from Select Building Systems, Inc. (maker 0/check) in the sum of$ payable to . (payee orpayees o/check) and when the check has been properly endorsed and has been paid by·the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights . for persons in the signer's, position that the signer has on the property of . (owner) lqcated at _ _ _--------~---- __.,_----___:''':'(location)to the following extent __--... ..... -------~(job description), This release covers a progress payment for all labor, services, equtpment, or materials furnished to the property or to Select Building Systems, Inc. (person with whom signer contracted) as indicated in the attached Statement(s) or progress' payment request(s), except for unpaid retention, pending modifications and changes, qr other items furnished.

Before any recipient ofthis document relies on this document, the recipient should verify evidence ofpayment to the signer.

The signer warrants that'the signer has alTeady paid or will use the funds received from this progress payment to promptly pay in:full all ofthe signer's laborers, subcontractors, materialnien, and suppliers for all work, materials, equipment, or (/) , services provided for or to the above referenced project in regard to-the attached statement(s) or progress payment request(s). \ __././ 3: ---'-------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (CompanyName) By: (Signature) -'-'- ~----(Tit1e)

State of..., _ § § County of _ § BEFORE Iv.IE, the undersigned authority, on this day personally appeared •known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she is the _ _ _ _~---_bf· • and that he/she executed this instrument on behalfof said oorporation as its act and deed, for the purposes and consideration therein expressed.

GIVEN under my hand and seal of office, this the _. day of >_ __'_

Notary Public, State of _

Page 17 of24 of Select Building Systems, Inc. Subcontract SBS 0425 EXHIBIT 14 EXHiBIT"C" NOTICE: This document waives rights unconditionally and states that you have been paid for giving up those rights. It is prohibited for a person to require you to sign this document if you have not been paid the paymeI amount set forth below. If you have not been paid, use a conditional release form.

UNCONDITIONAL WAIVER AND RELEASE: ON FINAL PAYMENT Project: _....- _ Job No..... ..-- _ The signer of this document has been paid in full for all labor, services, equipment, or materials :furnished to Property or'to (person with whom signer contracteri) on ~e proper!:: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-:-- --". -' (owner)locatf "--~~_ _..;-... - - -----------~""'---'-{lopatiQfl.)to the following ex __....,....-~-"""""""7""'O'---_____=-::""7"""~~_:__..,.__'""'7'"!"'""'"""__::_::~.""':.:_ .. _ _--:-~. (l<il)·tie8crijiti()n)~Th-eSil therefo~waiv~ andrel.esanY1i1echani~ts llim~eny~~ing.fromapa~'t bond thateompJi$witha stat ~eral ~ any~mm.Olila:wpayment~. mYelaitnte)rpa~andanytight$llD.'der any SimilarOrdiilance, rule statute related-to claim or payment rights for persons in the signer~,.posffi.on.

The signer warrants that the signer has already paid or will use the funds received from this progress paymer promptly pay in full all ofthe signer's laborers, subcontractors, mat~rialmen, and suppliers for alI work, materials, equipmen I .

I, services provided for or to the above referenced project up tQ the date ofthis waiver and release. '

Date, '""'- _ C) _ _ _....:...... ~ (Company Name) :a~.'. .-.:- (Signature) ______________- - - - (Title)

State 6f_ _- - - - - § II County of _ § §

I, _____"-- BEFORE ME, the undersigned authority, on this day personally appeared the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she is the , of .' •known to me t< • and that he/she executed this instrument on behal said cotporation as its act and deed, for the purposes and consideration therein expressed.

GIVEN under my hand and seal of office, this the day of .......t _ " , - - _ t 'f i Notary Public, State of_~~ _ _

Page 18 of24 of Select Building Systems, Inc. Subcontract - ..... ....... SBS 0426 C) EXHIBIT 14 EXHIBIT "D-l" APPLICATION AND CERTIFICATE FOR PAYMENT TO: SELECT BUILDING SYSTEMS, INC. P.O. BOX 780849 .

SAN ANTONIO, TEXAS 78278-0849 FROM: (name)

(street address) (city, state, rip)

PROJECT': DATE: Draw # or Invoice # , '~ ..

1.

2.

ORIGINAL CONTRACT AMOUNT . .

NET CHANGE BY CHANGE ORDERS. ·····. $ · $ 3. CONTRACT SUM TO DATE $ 4. TOTAL COMPLETED TO DATE. . · · · $ (-,,\ 5. LESS 10% RETAINAGE $( } \,., ) 6. LESS. PREVIOUS NET REQUESTS · · · · $( ) 7. NET. . . . . . · · · · · $

8. GROSS AMOUNT THIS DRAW. . $--------:-- 9. LESS.IO% RETAINAGE ..•• • • $ (,----,----- 10. NET DUE THIS DRAW . $-------- .SIGNATURE : _ DESCRIPTION OF WORK: ~-----_

FORSBS mSE ONLY Commitment· # . ~_ Job # Phase =======-C:::'"a'"'7t- __-_-_-_-_ Amoullt Retaina'::ge-=-------- SBS Draw i _ A roval

SBS 0427 Page 19 of24 of Select Building Systems, Inc. Subcontract

EXHIBIT 14 APPLICATION NO: APPLICATION DATE: . PERIOD TO: WORK COMPLETED SOY TOTAL ITEM SCHEDULED FROM PREVIOUS . COMPLEfED % BALANCE # DESCRIPTION OF WORK VALUE APPLICATIONS THISPERlOD 'TO DATE COMPLETE rOFINISH RETAINAGE " , , . '. -

, '. .,

,

-

TOTALS A!:'PLlCAnON FOR PAYMENT - CONTINUATION SHEET

SBS 0428 ._-------,-~-..,.----- .. - ..

EXHIBIT"E" SBS omOS tJSE ONLY Increase to Budget? YIN O' Phase _ Amount _

SUB.coNTRACTOR CHANGE ORDER Change order to Owner I Customer? YIN o CO # Amount_----

Project Name & Address: Change Order # _ Contract # _ _-'-- _ SSS Job# SSS Phase Code You are directed to make the fol/owing changes in this Contract: (Provide detailed explanation w/breakdown or attach backup) \. '.

Chtritle ordtT midt b';~~.11jSiliJ.'OIntTatf/8rpfior f4.$uq~nf4 No.t11t1lJJfwttil~11j BOTIItheContTfldtJt Ilildsw,. >§t&film'iiilbJiosYstenl:f.lni:.. . Vr~or. Signature ofthe Contractor indicates his agreement herewith, inc1uding any alIjustmen1 inlhe ConJraa Sum or Contl'aet TIme. Subcontractor 1tlIl)I not 'against this Change Order until signedSubcontraa alll!. Change Orda are re,cetVedfrom Select Building Systems,Inc.;, and release ofjilnds 1tlIl)I be subject to ..ptance oClhe Change Order bv the gropertv OwnerlCliertt.

The original (Contract Sum)(Guaranteed. Maximum Cost) w a s $ . ~ _ Net change by previously authorized Change'Orders $., _..:..-:..__ Net {Cont~~ct Sl,Im}(Guaranteed Maximum Cost) prior to this Change Order was $;..;...~ -,--_ The (Contract Sum){Guaranteed Maximum Cost) will be (increased)(decreased) (unchanged) by this Change Order $ -:--_:.- _ The new (Contract Sum){Guaranteed Maximum Cost) including this Change Order will be $.~, _ The Contract Time will be (increased)(decreased){unchanged}'by Days The Date of Substantial Completion as of the date of this Change Order therefore is AUTHORIZED: £

SSS Construction SUB-CONTRACTOR CONTRACTOR Boerne, Texas 78006 Address Address !3y._,_ _'::-' _ By. ---"- _ Date. _ Date._ _--.- _ .. I PROCESSED Suoerintendent I Proiect Manaoer I Contracts I Page 21 of24 of Select Building Systems, Inc. Subcontract SBS 0429 EXHIBIT 14 , I·

Exhibit "F" Supplier / Subcontractor List For _ _ _- _ , _ - - -_ _---,(Company Narp.e) for contract dated·~-_ _- - - - - - - - - - - _ _ . , j' ! ; Supplier / Subcontractor Address, City, State, Zip Phone Description of Name Material / Work

J .... ,

(Make additional cop~es of this page ifnecessaIy. You may use this form or a form ofyour design as long as it, provides the required, information.)

SBS 0430 Page 22 of24 of Select Building Systems, Inc. Subcontract EXHIBIT 14 Exhibit "G" Schedule of Values For _ _....".... ..,.-._---:.<!i::Qm.Pa,tly Name) for contract dated _

Item Amount

'.

.

(Make additional copies ofthis page if necessaI)'. Yoil Dlay use this fonn or a form of yoUr design as long as it provides the requir~d infoimation.}

Page 23 of24 of Select Building Systems, Inc. Subcontract SBS 0431

EXHIBIT 14 rI' ~l ( \ li \,~ l i:'I, SELECT BUll..DlNG SYSTEMS, INC. (830) 981-5929 Phone I, P.O. BOX 780849 (830) 981-5308 Fax I SAN ANTONIO, TX 78278-0849' I' SUBSTITUTE W-9 i I, Company Name , Company Address !

City, state, Zip

To: OUR SUPPLIERS OF GOODS AND SERVICES " The Internal Re~enue Service has released more stringent 1099 reporting requirements; consequently, it has become necessary to obtain the tax identification number (either Social Security number of sole proprietor, or individuals; or Employer Identification . number for other entities) for 'each vendor with whom we do business. Please assist us by completing the info:rm.ation at the ,bottom of the page and return this form to us at the address above as soon as possible,· " A $50 penalty may be imposed by the IRs and ~e are required.by law to deduct Backup Withholding' of28% for each invoice we pay for service, labor, rents, fees and similar items if yOU! taxpayer identification number is not provided. ,.

I' I ! Please contact the INTERNAL REVENUE SERVICE directly to answer any questions' you may have concerning this request.

Business or Trade Taxpayer ill # or SS # (If using a 88#, Print the Name ofthe Il).dividual 1. () COlporation to whom the S8# belongs) , 2. () Partnership 3. () Indiyidual / Proprietorship (SS#) 4. () Other

My company provides SELECT BUILDiNG SYSTEMS, lNC. with: ( ) Merchandise ( ) Sexyice ( ) Other ~ !

Under Penalties ofperjury, I certify that: lV\ ! , "\I jl 1. ) The number shown on this fonn is my correct taxpayer ID # and iJ ~I 2. ) I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject. to backup withholding. " Signature: Printed Name ofPerson Signing: Date:

SBS 0432 Page 24 of24 of Select Building Systems, Inc. Subcontract EXHIBIT 14 DEFENDANT1S EXHIBIT BUSINESS ORGANIZATIONS INQUIRY - VIEW ENTITY Page 1 of 1

TEXAS SECRETARY of STATE NANDITA BERRY UCC I Business Organizations I Trademarks I Notary I Account I Help/Fees I Briefcase I Logout BUSINESS ORGANIZATIONS INQUIRY - VIEW ENTITY Filing Number: 139625300 Entity Type: Domestic For-Profit Corporation Original Date of Filing: April 8, 1996 Entity Status: In existence Formation Date: N/A TaxlD: 17427660687 FEIN: Duration: Perpetual Name: SELECT MANAGEMENT SYSTEMS, INC. Address: 17 SCENIC LOOP RD BOERNE, TX 78006 USA REGISTERED ASSOCIATED ~ FILING HISTORY MANAGEMENT ASSUMED NAMES ENTITIES Name Assumed Name Date of Filing Expiration Date Inactive Date Status Counties SUPERIOR METAL SERVICES June 13,2003 June 13,2013 June 13, 2013 Expired All Counties

I Order II Return to Search 0. - :- , ~:;: '-:' Instructions: it To place an order for additional information about a filing press the 'Order' button.

https:/ldirect.sos.state.tx.us/corp_inquiry/corp_inquiry-entity.asp?spage=an&:Spagefrom=... 1115/2015 EXHIBIT 15 BUSINESS QRGANIZATIONS INQUIRY - VIEW ENTITY Page 1 of 1

TEXAS SECRETARY of STATE NANDITA BERRY UCC I Business Organizations I Trademarks I Notary I Account I Help/Fees I Briefcase I Logout BUSINESS ORGANIZATIONS INQUIRY· VIEW ENTITY Filing Number: 139625300 Entity Type: Domestic For-Profit Corporation Original Date of Filing: AprilS, 1996 Entity Status: In existence Formation Date: N/A TaxlD: 17427660687 FEIN: Duration: Perpetual Name: SELECT MANAGEMENT SYSTEMS, INC. Address: 17 SCENIC LOOP RD BOERNE, TX 78006 USA ~~~~~==:~=-=:=:=====~====~='=::~:==:===~~~~==~A~S~S~OC~14ATfjE~Q~1 II"""AGENT FILING HISTORY NAMES MANAGEMENT ASSUMED NAMES ENTITIES Name Address Inactive Date David L Morgan III 17 Scenic Loop Rd Boeme, IX 78006 USA

I Order I r Return to Search I Instructions: • To place an order for additional information about a filing press the 'Order' bu~on. o

I

(J https://direct.sos.state.tx.us/corpjnquiry/corp_inquiry-entity.asp?:S:filing_number=139625... 1/15/2015 EXHIBIT 15 BUSINESS ORGANIZATIONS INQUIRY - VIEW ENTITY Page 1 of 1

TEXAS SECRETARY of STATE NANDITA BERRY UCC I Business Organizations I Trademarks I Notary I Account I Help/Fees I Briefcase I Lqgout BUSINESS ORGANIZATIONS INQUIRY - VIEW ENTITY Filing Number: 139625300 Entity Type: Domestic For-Profit Corporation Original Date of Filing: April 8, 1996 Entity Status: In existence Formation Date: N/A TaxlD: 17427660687 FEIN: Duration: Perpetual Name: SELECT MANAGEMENT SYSTEMS, INC. Address: 17 SCENIC LOOP RD BOERNE. TX 78006 USA REGISTERED ASSOCIATED AGENT FILING HISTORY NAMES MANAGEMENT ASSUMED NAMES ENTITIES Last Update Name Title Address July 28, 2012 STEPHEN S SCHIFFMAN PRESIDENT P.O. BOX 781929 SAN ANTONIO. TX 78278 USA July 28, 2012 STEPHEN S SCHIFFMAN DIRECTOR P.O. BOX 781929 SAN ANTONIO, TX 78278 USA July 28, 2012 DAVID L MORGAN III SECRETARY P.O. BOX 781929 SAN ANTONIO, TX 78278 USA July 28,2012 DAVID L MORGAN III DIRECTOR P.O. BOX 781929 SAN ANTONIO, TX 78278 USA

I Order II Return to Search I Instructions: • To place an order for additional information about a filing press the 'Order' button.

i \ I "'~./

https:lldirect.sos.state.tx.us/corp_inquiry/corp_inquiry-entity.asp?spage=mgmt&:Spagefro... 1/15/2015 EXHIBIT 15 EXHIBIT 15 DEFENDANT1S EXHIBIT 00012280308 Filing Number: 139625300 1e0701 12-07-11 m012 Texas Franchise Tax Public Information Report N Vsr. 3 • O 05·102 To be filed by Corporations, Umlted Uabfllty Companies (LLC) and RnanclaJ Institvtlons o ClCl (Rev,9-1113O) This report MUST be signed and filed to satisfy franchise tax requirements C)

• Tcode 13196 ....

Coo> , Taxpayer number • Report year You have ~ertaln rights under Chapter 552 and 559. Government COde, ~ to review, request, and correct Information we have on file about you. : 17427660687 2012 Contact us at (SOD) 252-1381 or (512) 463-4600. C) ITaxDBYer nemo SELECT MANAGEMENT SYSTEMS, INC. MellIng add...... Seono\aly of Slate (SOS) flle number or I 17 SCENIC LOOP RD Comptrnllsr flle numb., I CllY BOERNE IStale TX I Z1PCode 780061 P1u.4 I 0139625300 o I Prlncl"eJ"IlI08olbuoln... 17 SCENIC BOERNE, 'l'X 78006 LOOP JUl, BOERNE. '1'X 78006 I Chocl< boK ~ 1 _ .... CUlTel\1I'I no ch_!Iom o......lou. vea, \I no Inlormollon 18 dlsoll1VecI, comololelhe ooollcobleinlonmollon In SeclIOIl8A, B sncI c.

I Prlnol"alolt!oe 17 SCENIC LOOP RD. Officer, director and member information is reported as of the date a Public Infonmation Report is completed. The information is updated annually as part of the franchise tax Please sign belowl report. There is no requirement or proceclure for suppl.menting the information as officers, directors, or members change throughout the year. *1742766068712* SECTION A Name. title and mailing acldress of each officer. director or member.

Neme S'l'BPHEN S. SCHIFFMAN l1~e PRESIDENT Director YES Torm ""pJI8~on I00 mmddyy

Mallingodd""'o p.O. BOX 781929 Name City SAN ANTONIO n~e Director Stale TX Term I00 m m d d Y Y I ZlP Code . 78278 DAVID L. MORGAH. IIl: SECRETARY eKpl",Uon YES Melling odd...o P.O. BOX 781929 CIIy SAN ANTONIO nue IDJreotor Slale TX Term mmddyy I ZlP Code . 78278 (JNeme ""pll8~on

I DYES Meilingedcl.... Cily Slale ZIP Codo

I I I SECTION B Entel the information required for each corporation or lLC,1f anY,ln which this entity owns an Interest of 10 percent or mora.

Nome 01 owneel (ouboldloryl corpolllilon or IImlled 1I0blllly company Slato 0' farmeUon T..... 50s file number, II any I Pon:enlage ~f OWnBtS~IP I Neme 01 ownod (.ut>eidlelY) corporatlon or IImlled 1101>1111)1 compony I ~tale 01 fDrmotIon I T _ 50S fllo number, If any I P"""'lage 01 ownOlShlp

SECTION C Enter the Information required for each corporation or llC,lf any, that owns an Interest of 10 percent or mora in this entity or limited liability company.

Neme 01 owneel (pareIlQ corpo18Uon or IImlleellloblllly compeny SELECT BUILDING SYSTEMS, INC. State of farmeUon ITX I TOl<8S 50s file number, If any 0136363500 I Pen:enlego 01 own_hlp 100.00 RegI.tered agent and 1091._ oftlce .....""Uy on file. (S88 Inowollono II you need to meke changeo) o Checlc box Ifyou need farms,to chongo the reglslenlcf .gent or raglelered oftlce InlormaUon.

Agent: DAVID L. MORGAN , I I I Office: 17 SCENIC LOOP RD I CIIv BOERNE I Slate TX IZlPCode 78006 .

The ebo.olnformallon 10 required by SecUon 171,203 01 lI1e Tax Code lor each col'pOlIIUon or limited llablilty company thet fll.. eT_ Franchl.o TOll Report Use ocIdl~onal.h8815 for 5ooIlono A, S, and C, If n",,",,""'Y. TholnlormoUon will bOBYelleblo far public In'pect)on.

I doclon> thot tho Infl>rma~on In thl' document and ony otteehmentole we end com>ct to the best 01 my knowledge and bellol, os 0' tIlo dole bolow, ond tIlol 0copy 01 till. report has I been malled to eacll pelion ~an officer, dlRlClor Dr member and who I. nol currenUy employed by lhlo, ore ..,Jatecl, corporallon or limited liability compony.

I~:~~ ~ ~·cvr" , , , In;XEC VP " lo~~ . ' 1i830e)n98i~5929 , . , , ' " , ,

o 11111/11111111111111111111 "' 111/111111 1111/ 1019

EXHIBIT 16 DEFENDANT'S EXHIBIT FILED 'n the Office of the Office of the Secretary of State secretary of State of Texas Corporations Section P.O. Box 13697 JUN 13 2003 Austin, Texas 78711·3697 corporalions Section

ASSUMED NAME CERTIFICATE FOR FILING WITH THE SECRETARY OF STATE 1. The name of the corporation, limited liability company, limited partnership, or registered limited liability partnership as stated in its articles of incorporation, articles of organization, certificate of limited partnership, application for certificate of authority or comparable document is SELECT MANAGEMENT SYSTEMS, INC. 2. The assumed name under which the business or professional service is or is to be conducted or rendered is SUPERIOR :METAL SERVICES 3. The state, country, or other jurisdiction under the laws of which it was incorporated, organized or associated it STATE OF TEXAS and the address of its registered or similar office in that jUrisdiction is 13409 NWMILITARY HWY., SUITE 300, SAN ANTONIO, TX 78231 4. The period, not to exceed 10 years, during which the assumed name will be used is YEARS S. The entity is a (check one): A.

I2l Business Corporation 0 Non-Profit Corporation [J Professional Corporation 0 Professional Association [J Limited Liability Company [J Limited Partnership o Registered Limited Liability Partnership B. If the entity is some other type business, professional or other association that is incorporated, please specify below (e.g., bank, savings and loan association, etc.)

6. If the entity is required to maintain a registered office in Texas, the address of the registered office is 13409 NW MILITARYHWY., SUITE 300, SAN ANTONIO, TEXAS 78231 and the name of its registered agent at such address is DAVID 1. MORGAN The address of the principal office (if not the same as the registered office) is

EXHIBIT 17 7. H the entity is not required to or does not maintain a registered office in Texas, the office address in Texas i5\-- ........ ---

and if tbe entity is not incorporated, organized or associated under the laws of Texas, tbe address of its place of business in TexasiS:-.__- - - - _ - - - - - - -__........_

and the office address elsewbereis ------------------

8. The county or counties where business or professional services are being or are to be conducted or rendered under slIcb assumed name are (if appUcable, use tbe designation "ALL" or "ALL EXCEPT") ALL

9. The undersigned, if acting in the capacity of an attorney-in-fact of tbe entity, certifies that the entity has duly authorized the attorney-In-fact in writing to execute this document.

o

Form No. 503 Revised 1)199

o EXHIBIT 17 DEFENDANTIS EXHIBIT .

Subcontract Document Request Metal Building Erection Project Information: SBS Job #: _-=13,-,,7:<...8 _ Name, .....Loo!lo··!·.sCerri'='l,'~w.'to~sCo!.H!!!oan!!l:gari!!l. ... i....' ~_ AddteSs,,"'------,_----,--"Co!lo!0:..1'Rd~' '""4~lO"-San!>Wd~H~wy!J;.,l· '"-"5""-5 ---,.

City, State, Zip:_ _---'U"'-v!.!!a"""ld~e,~T.<,!,X _

Subcontractor Information: Name: ~Su:!ltp~er.~io~rM=eta~I....,.Se::.!.r.:;.Lvicl<>:e .... s ____ Addtess:"'-- ~ _ City, State, Zip: _ Gontact --------- Contact Phone Numbers: Fax _ _.;.:.M"",ob"."i=le .....

P""'ag=er Residence ARTICLE I - The Work Provide labor, tools, materials, equipment, pumps and insurance to Detailed Scope of Work: C_) complete all concrete work, to include. but not be limited to: 1) Install all clear span main framing members and all related secondary framing. This will include columns, rafters, beams, door & window framing, wall girts and roof purlins.

2) Install all structural framing and decking.

3) Install of Hangar sliding door is included in this contract.

4) Install of shipsladders and all necessary framing is included in this contract.

5) Install framing at the cupola and all required bracing and roof panels and flashings.

6) Install standing seam roof and provide assistance with roofing machine operation (panels) complete with clips, etc. 7) Install all roof and wall insulation as required.

8) Install all exterior siding with offsets, trims, and downspouts complete.

9) Install all base trim, closures, top trim, gutters and downspouts with 1-1/2" hole at each downspout.

10) Install all soffit panels and related flashings per the plan locations.

11) Install all flashings and trim associated with wall and/or roof penetrations.

12) Install all walk & roll up doors.

13) Materials, forklift and/or man lift to be provided by this subcontractor, as required to complete this contract. White tire only on finished floor 14) The project is to be kept clean and orderly at all times.

15) Subcontractor shall clean up daily.

Page 1 of3 SBS 0668 EXHIBIT 18 16) Compliance with all amlieableAIJA,OSHAandloea1safetyregp.1atioIls is inclUded.

17) Subcontractor shall provide MSDSiHa2i11at sheets to project superintendent.

18) Bard hats and leather footwear arere€JJulred for allpel1sonnelatalltimes.

19) All work is: to becofnpleteda:s per the contract documents ands all City, County, State and Trade codes.

20) Subcontractor shall have an Engl'isnspealdng, Ol'lrsite.Ioreman:,who shall check.i11 with the superintendent each morning.

21) Subcontractor shall work with thesuperintel1dent for the timely completion of this ,- _. .... .. . . . •

project.

22) Intent of this scope ofwork. is that there he no change orders. This contract is for a c.ompleteprofect, i.n.spected,tested, and ready for the next trade. (attach additional sheets as necessary)

ARTICLE II - The Contract Documents ContractDOcU1lients:'-::-- ~Po..!l]an!!!!·i2..sdat!:!l;,·~ed~;.;:;,.;3!::l.2~Ou:.12!i!.L';•..2!seal••<!i·!;.!<:ed"'"·b~y~Vuic~to~!r-#··:pe~·· ! .~·Qn~da!:!l;· '!'- .•' -----' (List all items provided to the Subcontractor for Arcl:Iitectural plansbyJobn Grable dated 11312012 bidding purposes) (attach additional sheets as necessary)

C~) ARTICLE IIl- Time of Commencement & Substantial Completion Start Date:_ _O"",c"",to"",b"",er-"2",,",9.-, 2",, -,O1"",2 _ Completion Date:_ _~D""e""'c""em""b""er'__'2""5'--'th."""2""-O....

12'__ ~

SBS 0669

u '.'

Subcontractor: ~ Page 2 of3 EXHIBIT 18 ARTICLE IV - The Contract Sum & Payment Contract Arnount. e -',"'"13=..2=--_ _----"'In''''c~lu~d~e:2..s,!±al!, -l~ap~D~I""icc:!ab~I""e'_'S"'a""le~s~T~ax""e"""'s. . =.lo37' S Phase Code: Phase Amount 13-121 $137,132__ $137,132. -- Contract Type: Fixed Price Cost Plus, _ Retention %:._----'1""0"'-0/("-0_---'"(M~im""·m"""'um""_"0<=.f ....1""'0"""'%) Schedule of Values:,...' _ (attach additional sheets as necessary)

Requested Draw and Payment Schedule:. -,- _ (if diff~rent than Monthly Draw Schedule, Subject to Approval) (attach additional sheets as necessary)

ARTICLE vm: - Contractor Liquidated Damages (if any): _

ARTICLE IX - Working Conditions (~:'~~~~~~~~----------------------------------- ~-------/ '

ARTICLE X - Miscellaneous Provisions Miscellaneous Provisions (ifany):. _

SBS 0670 ... ...

Subcontractor: _ Page 300 EXHIBIT 18 o EXHIBIT 18 DEFENDANT1S EXHIBIT Type Subcontractor Deficiencies Corrective Action Invoice If Cost to Correct Photos of Deficiencies Photos of Corrective Action Roofing System not installed per plans and specifications, and did not create a PEMB Labor United Erectors waterproof structure upon completion Remove and Install roof insulation and new roof sheets 3995 & 3402 $103,729.00 1-27 1·12 PEMB Labor United Erectors Building Erected out of plumb by 2" Level and plumb building 3986 $5,000.00 42 &4B 12,13 & 20 PEMB Labor United Erectors Hangar Door Frame above was out of alignment with door track. Remove and Re-install hangar doors 3988 $5,000.00 42 & 44-46 18 Angle supports for door tracks installed incorrectly and caused door track to PEMB Labor United Erectors bend and break. Re·align hangar door rails with new angles 3988 $3,000.00 3D ,31 & 38 18,24 & 25 PEMB Labor United Ereetors Lateral wind bracing beams located in front of windows. Lower all beams: 37SBl; 38SB1; 34SB2L; 34SBR2R 3986 $10,000.00 40 14& 15 PEMB labor United Erectors Lateral wind bracing beams located in front of windows. Re·attach both beams 37S81 at column line S & 4 for winds rods 3986 $5,000.00 28&40 14& 15 PEMB labor United Erectors Lateral wind bracing beams located in front of windows. Attach beams 335B1 and 36Sbl with two clips, one welded to beam 3986 $10,000.00 28&40 14& 15 PEMB labor United Erectors Door tracks were improperly aligned Fix all of top framing for hangar door to roJI on correct bottom track 3988 $5,000.00 29,38 18 PEMB labor United Erectors Misc. area's through out building lacked complete installation of specified bolts. Check all bolts and install missing bolts 3988 $2,000.00 44,45&46 PEMB labor United Erectors Door pockets were modified in field by SBS due to incorrect foundation size. C/O # 1 Fabrication of pocket doors 3995 $5,500.00 42,60- 62 18 PEMB labor United Erectors Door pockets were modified in field by SBS due to incorrect foundation size. remove all material at door pockets, replace with new material 3988 $5,000.00 42,60- 62 24,25 PEMB labor United Erectors Unspecified materials used at pilots office. Install columns and rectangular tube at pilot office 3988 $5,000.00 14 PEMB labor United Erectors Unspecified materials used at kitchen. Install columns and rectangular tube at living quarters 3988 $5,000.00 19 PEMB labor United Erectors Building Erected out of plumb. Re-install wind rods in south and north sidewalls 3988 $5,000.00 28 14,15 & 16 PEMB Roofing System not installed per plans and specifications, and did not create a Material MBCI waterproof structure upon completion Invoice # 3996887 - Roof sheets 3996887 $1,385.22 S, 6, 9,11 & 14 1,6·8 & 11 PEMB Roofing System not installed per plans and specifications, and did not create a Material MBCI waterproof structure upon completion Invoice # 3978735 - Roof Sheets & Rake support 3978735 $22,443.08 11,14 1,5,6·8 & 11 PEMB Roofing System not installed per plans and specifications, and did not create a Material MBCI waterproof structure upon completion Invoice # 4048039 - Roof Sheets, Eve plates, Screws, & Tape Seal 4048039 $4,602.17 7,8, 18, 22, 23 1-11 Invoice # 3978734 - Roof Sheets, Rake Trim, 2x4 Angle, Eve Plates, Ridge Flashing, PEMB Roofing System not installed per plans and specifications, and did not create a Gutter, Down Spout, Misc. Screws, Roof Clips, Tape Seal, Backhoe plates, Misc.

Material MBCI waterproof structure upon completion Roof accessories 3978734 $19,897.94 7, 18, 21, 22, 23 1-11 PEMB Roofing System not installed per plans and specifications, and did not create a Material MBCI waterproof structure upon completion Invoice # 3991125 - Ridge cap 3991125 $378.88 15,16 1,9&11 PEMB Roofing System not installed per plans and specifications, and did not create a Material MBCI waterproof structure upon completion Invoice # 3996712 - Ridge hip fix 3996712 $405.83 1&3 1,9&11 PEMB Roofing System not installed per plans and specifications, and did not create a Material MBCI waterproof structure upon completion Invoice # 4025105 - Hand Crimp 4025105 $265.22 PEMB Roofing System not installed per plans and specifications, and did not create a Material MBCI waterproof structure upon completion Invoice # 4024889 - Seamer Rental 4024889 $990.49 1-27 PEMB Roofing System not installed per plans and specifications, and did not create a Material MBCI waterproof structure upon completion Invoice # 4009549 - Ridge and closer strips 4009549 $167.05 1,3,4 1·4&9·11 PEMB Roofing System not installed per plans and specifications, and did not create a Material MBCI waterproof strueture upon completion. Invoice # 3989474· Roof Clips 3989474 $2,235.90 10 1-11 Concrete labor RMJ Improper location of grade beam and foundation Brick lug and Grade Beam $11,500.00 64-70 21·23 Concrete labor RMJ Improper location of grade beam and foundation Door Track Extensions $4,000.00 60, 64, 65 & 72 24& 25 Concrete labor RMJ Improper location of grade beam and foundation Pilaster Extensions $2,000.00 66·70 21·23 Concrete labor RMJ Improper location of grade beam and foundation Epoxy Dowels at Existing $2,500.00 76& 77 21-23 Concrete Material OGJ Improper location of grade beam and foundation Concrete Footings 6104 $6,365.10 64-70&72 21-23 Concrete Cutting Texas Curb Cut Concrete level poured too high to accomidate final materials. Saw Cut and remove concrete for trench drain 137923 $8,118.75 81 &82 26& 27 Central Back Hoe & Trench Drain - use existing trench drains and purchasing additional channels and Plumbing Utility Incificiant amount of material left on site by SBS. extension frame system per engineer. CBU-002 $13,718.11 81 &B2 26& 27 HVAC Holts Mechanical Fan Provided by SBS was too large to fit into opening of cupola Purchase new fans because SBS provided incorrect materials. C/O #1 $7,564.00 19 Wireing installed by SBS was undersized and under rated to accomidate Remove existing wiring to 120V wall outlet in hangar area, and replace with larger Electrical C&S Enterprise electrical load. wire to allow for voltage drop 1123700 $1,875.00 84·86 Wireing installed by SBS was undersized and under rated to accomidate Reconfigure wall outlets and j-boxes for powered lovers in masonry block walls in Electrical C&S Enterprise electrical load. hangar area to reflect engineered drawing 1123700 $1,525.00 84·86 Electrical c&S Enterprise Wiring for light fixtures placed in incorrect locations Relocate fixtures in Hangar area to reflect engineered drawings in hangar area 1123700 $1,135.00 B4·86 19

EXHIBIT 19 Demolition Mesquite Interiors Framing system installed by SBS did not meet engineered specifications. Demolition of existing light gauge framing 11108 $19,662.00 49-59 Consulting Fee Speedway Erection Identification of specific deficiencies. Determine extent of corrective actions required to complete the hangar. 13-0308 $11,032.00 Total $317,995.74

EXHIBIT 19 (~ "-.."..-/!

DEFENDANT1S EXHIBIT ) ..

Lewis Energy Gr ul

Los Cerritos angar Deficiencies Jennifer Swisher 10/18/2013

Lewis Energy Group EXHIBIT 20 Inside of ridge show gaps that will allow water to penetrate appears ridge i only crew to roof sheets.

EX 20 01721 Roof heet to long/close together at this condition. Normally there is a 4' to 6 gap No expansion wiJl be allowed, no back LIp plate present. 2 EXHIBIT 20 Gap at ridge closure will allow water to enter wrong clo ure used, wrong tape eal used.

20 01723 )

Wrong closure piece used at ridge cap. will allow water entry during wind driven rain event. .

EXHIBIT 20 TR 01724 Roof sheets not eamed properly roof sheets pulled apart at bottom.

EX 20 EXHIIBIT 20 arg void due to improper eave flashing.

E) f20 ~ 01727 Large void due to improper eave flashing. Field fabricated flashing i.l1stalled incorrectly.

EXHIBIT 20 Roof sheets trimmed back at cupola beam, no trim present. Roof sheets burned from welding beams. It is unknown if work wa pelformed by certified welder.

r 20 Three different type of roof clips found on site metal building drawings call out' High Floating' Clips.

EXHIBIT 20 II

o EX r 20 )

Shows roof drop off at front end wall. al11e condition at both sides of building due to improper field fabrication of shortened door pockets.

EXHIBIT 20 ---~ I Clos r views of roof drop off.

EX ,r 20 01733 Most of roof is one full length sheet some laps are used for unknown reason. Laps are not in accordance with the drawings and pecifications. 14 EXH~BIT20 Ridge cap end lap lacks fasteners. Documents specify 14-16 fasteners. This shows maybe 6.

E>: T20 1 01735 Wrong closure and tape seal used at ridge.

EXHIBIT 20 TR 01736 Gap due to wrong closure used will allow water to enter.

T20 l

Drawings specify eave plate hould be u ed atthi condition in lieu of roof clip.

EXHIBIT 20 TR 01738 Roof sheets not aligned and no trim or gutt rs.

Drawings EX T20 )

rim missing, roof sheet cut and bent over rake.

EXHIBIT 20 TR 01740 No trim or gutter present, roof sheet bent up and over rake.

E) iT" 20 EXHIBIT 20 TR 01742 Close view of roof dip, screws at end of standing seam panel, eave plate missing/not in tailed. Different size clip causing deformation of roof sheets.

E) Closer view of roof lop change at front end wall due to hortening of pocket doors. The geometry of the roof lop was miss calculated when door pocket where field modified.

EXHIBIT 20 Roof lope change at front end wall due to shortening of pocket doors.

E) 1 20 R r dip appro imatel 4' at front end wall du t impr p r fj Id modification of pock t do r fram .

EXHIBIT 20 TR 01746 Roof dip approximately 4' at frond end wall due to improper field modification of pocket door frame.

E) 'jT 20 EXHIBIT 20 Laser indicated LIpper door track OLlt of alignment LIp to I Y2 '.

T20 EXHIBIT 20 TR 01750 T20 Purlin stitch bolts missing and loose throughout the project. ee example above.

EXHIBIT 20 TR 01752 Purlins not attached, no purlin stitch bolt present, appear additional purlin is missing.

E) T20 Door stop angles not welded to track crewed on appear out of light gauge material.

EXHIBIT 20 TR 01754 Mid pan sllpport beam installed backwards attachment clip ClIt off and re-welded I 3/8 out! try to align upper door track. Will need to be re-done when building is plumb.

o if 20 ~ 01755 eam at cupola welded at t p r beam nI unkn \ 11 if p ..form d by a celtified eld r.

EXHIBIT 20 TR 01756 olullln at pocket door wa added n t at til t P b It mi E T20 Door track will need to be realigned, pas ibly removed and replaced. Laser indicated Lipper door track out of alignment up to I Y:2'.

EXHIBIT 20 E' T20 EXHIBIT 20 ) )T 20 Hangar door and pock t door columns out of plumb, incorrectl field modifi footing door pockets where shortened to match the concret poured in plac .

EXHIBIT 20 TR 01762 E" 'T20 Bolts missing/loose at hangar door, X-Bracing also missing.

EXHIBIT 20 TR 01764 Bolts missing/loose at hangar door, X-Bracing also mis ing.

E' T20 q 01765 Bolt missing/loo e on hangar door concrete should have been poured prior to in tailing.

EXHIBIT 20 Lower spandrel beam at end wall needs to be cut loose and reattached. Bolts not attached to fully grouted cell in the eMU block.

EX 20 -

The super structure was erected out of plumb, end wall columns 48 lean two inche towards we 1. Note gap at bottom of column top of column. EXHIBIT 20 TR 01768 Fram ing installed at the incorrect elevation per the architectural plans_ Kyle with SBS noted that they needed to lower the fi-aming 6.5" in an onsite meeting with Daniel Boddi and Tom Pittman.

Thifi-aming does not meet the architectural criteria for metal tud framing. The drawing noted this framing to be 16 gao Galvanized framing. The substitution of this material wa not reque ted and not approved by the owner or architect.

E 20 L01769 The Purlins used as joists were bent to accommodate cross bracing tbu com prom ising structural stability at these location. h office. kitchen It1 dia room and pilots area were not engineered and not approved by tbe owner or JGA.

EXHIBIT 20 Photo of the bent ptlrlin on ing wa pUl'lin .

5\ E> T20 Spacing of the purlins did not match the architectural drawings. box beam headers did not exist to frame the openings.

EXHIBIT 20 Missing Double purlin at the inside corner.

E) T20 Additional photo of the modification to the purlins to accommodate the bracing creating a weak point in the structure.

EXHIBIT 20 Incorrect type of steel framing. The Architectural drawings show a layout that does not match the way this work is.

o f20 Light gauge framing above the eM U walls. Double stud columns were not utilized in the construction of the windows. Headers were not used in the construction of the windows.

EXHIBIT 20 TR 01776 Spacing of the purlins installed not per the architectural drawings. Installed at 2' DC not 16".

EX T20 I 01777 Additional area showing the incorrect spacing of the framing above the eMU walls. Framing installed to set back on the CMU thus causing a possible leak area. Framing should have been set back so that dens glass sheathing would be flu sh with the exterior face ofthe CM U wall as per the architectural details

EXHIBIT 20 TR 01778 Third area showing incorrect spacing of the light gauge framing above the eMU walls. This framing does not meet the 16ga galvanized metal stud specs per the architectural drawings.

T20 Hangar doors and pocket door columns out of plumb, incorrectly field modified. Rather than correcting the footing, door pockets where shortened to match the concrete poured in place.

Need to be removed and corrected.

EXHIBIT 20 TR 01780 I

Hangar doors and pocket door columns out of plumb, incorrectly field modified. Rather than correcting the footing, door pockets where shortened to match the concrete poured in place.

Need to be removed and corrected.

T20 Hangar doors and pocket door columns out of plumb, incorrectly field modified. Rather than correcting the footing, door pockets where shortened to match the concrete poured in place.

Need to be removed and corrected.

EXHIBIT 20 TR 01782 o J ,

EXHIBIT 20 o E2 T20 l 01785 EXHIBIT 20 01787 )

EXHIBIT 20 o \

EXHIBIT 20 o \

Note eMU

EXHIBIT 20 Architectural drawings show at 9'2",

]_0'793 Slab depression measurement. Architectural drawings show 9'_2 JJ •

l. -"·W~'C'

.~. , ...! ',', , ," .\t'r:- ...r~:' I '. ',.: - '" ,:.' ' , .,.,... .... ~. ~ I, o4' ., ··f },I " , '.:;,' ..... ,' /' • .; .

.... -_. ~l;';'" : ~--~ .....

EXHIBIT 20 o EXHIBIT 20 u E) EXHIBIT 20 El T20 EXHIBIT 20 Trench drain set incorrectly, too high above concrete. Concrete poured incorrectly, need positive slop on the drain, concrete near drain will have to be removed.

E) if 20 1,-01801 Trench drain set incorrectly, too high above concrete. Concrete poured incorrectly, need positive slop on the drain, concrete near drain will have to be removed.

EXHIBIT 20 u E; .)T20 Exterior wiring roughed in, wrong wire size. Wire needs to be demolished due to incorrect installation.

EXHIBIT 20 TR 01804 E) jJ" 20 Conduit roughed in with wire pulled. Wire pulled at incorrect length and size. Wire needs to be demolished due to incorrect installation.

EXHIBIT 20 TR 01806 DEFENDANT1S EXHIBIT -

Los Ce i 0 a ga Co rect·v ct·on J nnlfer SWisher 10/18/2013

L G Olp EXHIBIT 21

EXHIBIT 21 ) Ell

EXHIBIT 21

() EY J21 1_°'697

EXHIBIT 21

u E) P1 ,-! 01699

EXHIBIT 21

E)' r 21

EXHIBIT 21

u EY r 21

EXHIBIT 21

EY J21

EXHIBIT 21

u E~ 21

EXHIBIT 21

EY T 21

EXHIBIT 21

() E) T 21

EXHIBIT 21 .'.

u E\ J21 )_01713

EXHIBIT 21

EY T21 ) ,

EXHIBIT 21

T 21 DEFENDANT1S EXHIBIT Speedway Erection 7135 Eckhert Road Service Company San Antonio, Texas 78238 210-681-5066 fax 210-681-6837 www.speedwayerection.com DATE: 6 March 2013 SUBJECT: Los Cerritos Hangar Inspection ATTN: Daniel Boddie, BoDen, LLC During a non-destructive inspection of a partially erected Metal Building outside of Uvalde, the following deficiencies were noted, and need to be repaired for the building to be completed. Due to the non destructive nature of this inspection, this is not a comprehensive or complete list of deficiencies, and additional work may be required to complete this project. This inspection only noted the Metal Building, no other trades were inspected.

Scope of work: Metal building size: 102'x121'x32' 2:12 Double Slope Remove roof and insulation I Remove Clerestory structure/roof Install missing strut spacers and purlins Install missing purlin stitch bolts and rafter bolts Rack over and plum building Weld new clips to spandrel beams Modify pipe struts at hangar door Modify door pockets Remove hangar doors and upper door track Remove bottom hangar door track Reinstall hangar door tracks and extensions Install hangar door cable bracing, plum doors Sheet and trim hangar doors Remove and replace (8) upper spandrel beams Install new roof and insulation Install soffit at overhangs and clerestory Install wall sheets above eMU walls, above hangar doors and back end wall Install interior liners above CMU walls, above hangar doors and back end wall Install Mezzanine decking and framing for 2nd and 3rd floor mezzanines Sheet partial living quarter exterior walls Install (2) straight stairs to 2nd floor of mezzanine Install guard rail at 3rd floor of mezzanine Rake Trim, Gutters and downspouts

Note: Based on non-destructive inspection, additional repairs may be needed after work commences

Making Our Mark Through Excellence in Safe!y EXHIBIT 22 Speedway Erection Service Company August 26, 2013 Page2of2

Materials needed to be ordered and fabricated to complete project: Roof Sheets and associated screws, fasteners, closures, clips, tape seal.

Wall Sheets and associated screws, trims, flashings, tapes and seals as required

Hangar door sheets, fasteners bracing, screws, bolts, fasteners, rubber closures as specified.

Soffit panels, trim fasteners, closures and seals.

Rake trim, gutters, downspouts and associated caulking, rivets, straps and fasteners.

Mezzanine angles, decking and screws, fasteners, etc.

Interior liner panels and associated screws, trims, flashings, seals as required. ( ') Clips for spandrel beams on sidewalls, anchors at all spandrel beams possible flange brace tie downs.

Roof and Cupola Insulation package.

Unknown Quantity of assorted connection bolts that are missing, not present throughout structure.

Note: Based on non-destructive inspection, additional repairs may be needed after work commences.

() EXHIBIT 22 OSHA is making this document, the Notice ofProposed Rulemaking (NPRM) for Occupational Exposure to Respirable Crystalline Silica, available for infonnational purposes only. This document has been submitted for publication in the Federal Register. Until the date of publication, the NPRM can be found at www.osha.gov/silica/npnn.pdf.Afterpublication, the NPRM can be accessed from www.osha.gov/sili.ca or through the Federal Register website at ~.fedcralrcgistQL.gQ.Y.

DEPARTMENT OF LABOR Occupational Safety and Health Administration CFR Parts 1910,1915, and 1926 [Docket No. OSHA-2010-0034] RIN 1218-AB70 Occupational Exposure to Respirable Crystalline Silica AGENCY: Occupational Safety and Health Administration (OSHA), Department of Labor.

ACTION: Proposed rule; request for comments.

SUMMARY: The Occupational Safety and Health Administration (OSHA) proposes to amend its existing standards for occupational exposure to respirable crystalline silica. The basis for issuance of this proposal is a preliminary determination by the Assistant Secretary of Labor for Occupational Safety and Health that employees exposed to respirable crystalline silica face a significant risk to their health at the current permissible exposure limits and that promulgating these proposed standards will substantially reduce that risk.

This document proposes a new permissible exposure limit, calculated as an 8-hour time-weighted average, of 50 micrograms of respirable crystalline silica per cubic meter of air (50 Ilg/m3). OSHA also proposes other ancillary provisions for employee protection such as preferred methods for controlling exposure, respiratory protection, medical surveillance, hazard communication, and recordkeeping. OSHA is proposing two separate regulatory texts - one for general industry and maritime, and the other for construction - in order to tailor requirements to the circumstances found in these sectors.

EXHIBIT 22 DEFENDANT1S .EXHIBIT II "50 11-1 10 \IV Sui;e 39SA SOli I'J,Ionio, h,)(ClS ?823Q P I L ]lJ·iWS-9537

Los Cerritos Hangar BoDen LLC Uvalde, TX Legal Review Meeting (onsite)-Agenda May 2, 2013 Call In Info: N/A Pass ID #: N/A Host ID#: NI A Attendees: Daniel Boddie danielb@bodenllccom - BoD Tom Pittman [email protected] -LEG Matt Martinez rDmClrtjll~~@JQhngr9l:>,-~.,corn -JGA John Grable jgr,[email protected]?le-,-cQJn -JGA Distribution: all attendees and the following: Abbreviations: JGA-John Grable BoD-BoDen LLC LEG- Lewis Energy Mtg. # and Item: Action Required By: Foundation (Concrete) 1.01- Grade Beam Issue: • Forms Moved last minute, Grade beam did not move. o Brick lug was not supported. ( • Engineered solution-12"x12" grade beam around the entire perimeter.

1.02 Brick Lug Extension: • Brick lugs were poured at incorrect sizes to accommodate 12" Stone veneer. • Due to extension of lugs, doorframe needs to be relocated.

1.03 Door Pocket: • Hangar door pocket made to accommodate 76'-4" wingspan. Design intent was to acconunodate 80' wingspan. Drawings showed accommodate 81'+ wingspan.

Structure (Masonry, light gauge framing, Steel & Roofing) 2.01- Structural Steel: • Building "racked" 2" toward the west. a Building was out of plumb beyond industry standard steel tolerances. Reference MBCI packet. • Missing Misc. bolts and connections. a Reference photos in Speedway report. • Door Pocket re-fabricated in field to accommodate incorrect concrete placement.

EXHIBIT 23 J loSt) IH JU W. SUite ;3'1:)/'1 Son I\nlonio, Texos 78230 p I 21 a·ass 9537

Los Cerritos Hangar BoDen LLC Uvalde, TX Legal Revif,lw Meeting (onsite)-Agenda May 2, 2013 Call In Info: N/A Pass ID #: N/A Host ID#: N/A

2.02 Masonry: • Missing bond beam in certain places. • Cracks in mortar joints o Separation between CMU block and mortar.

2.03 Light Gauge Framing • Framing installed at living areas was not installed per the architectural documents. • Framing specifically called out on structural drawings as 6" 14ga. Galvanized framing. o Framing installed was red steel, light gauge. • Framing installed above CMU was light gauge red framing. Not per plans/specs.

2.04 Roofing • Reference Speedway report. • • • Rolled onsite, and installed incorrectly Seamed incorrectly.

Used incorrect clips/ several different clips. () • Used incorrect screws. • Left out end damns. • Left out angle at rakes. • Incorrect fastener pattern. • Incorrect closure strips. • Incorrect tape used at closure strips. • Laps found in 2 locations. Laps installed incorrectly.

EXHIBIT 23 DEFENDANT1S EXHIBIT DEFENDANT1S EXHIBIT m >< I BLDG. SECTION·SHORT OJ -i tv

a: « (9 z « I (J) o t: X a: f- a: w w 0 o -' 9~ BLDG SECTION-LONG SCALE 3·;\6·-~ ".0', DEFENDANT1S EXHIBIT· "1l:u~"~ blbopa%pQliOcI~ n:vH~l1le~ ;r:;.~~=~ 8 J:l¢4fur~ ....-,. ~U(~

F,llNTElS:

G.I'IlB-MANUFACTUIU!D SUPERSTRUCfURE

~ll!NQTESw» _ 8-1 a::: ~ Z ~ en g !a i52 ffi a::: ...J w l2 U c en "Cl!! ~ g :¥

@':!fPfl-ANGLBArQPfMNO:>

8-2 "'I1l.b~k«bllCld bd»9ClP'J"'Qqfi¢riw mitwlUldalb:l~ olVkUKOoA.W;tJr., P..B.9'2641,l1!:1llOflOt!e

-" uac:dfOl"~~ ~jXp:c.::cl1

~GSCHEDULE

8-3 ®~,~.~~ANDMETALS11JDWALLCONNECl10N ..f!L.. i~.P~ ~~?~RlGroFRAMEELEVATION RF~l @ @ - r_" _.' .;. ~

..-"- 1. . . . r .. ···::·:~:= _!L...

._"''''''', :~=~=::::: . -_... .... < :,;;;:" ...",;1 r:;;>..- ."y.- li '''-' ..•..y Y'

l \ \".'" ••HU('.'•...... ...•.......... ... .._i ...

,::;.n";:I<u ,VCO' . t'_O' ® @

®

"

en I ROD LEWIS LOS CERRITOS HANGAR Address M

-n:J.I~ba::lit.Mld bUo~oIk.ltatw ~ViiIldcr~~ 1IfVkb' Id. Do Allda k ..

P.B.Yl64J.killMl.lnbt I&'dfar~ ........: biddll:lrIOfpcm:h

~~l:g:JSTBBAJUNGOHS!BBL BEAM ;c,~~."' __~~I-~.~~~.~._._~_._.~_._.~..- _-~ ~ _ ..........•.__.•.._~-.~._.··;.···········~·-~~~·-r===i···~~·_-· ·< ® ~~~~~~~~! I

CD 8-6 "'Ibi&~.~ far1bof'Ulll'*lat~ RYicw IllllbIbl:Clltaily ofVk:mKDaADdD.k..

PA 92D'Il,ILUJlllUObc IIlCdb~ llldlhleCl£p:miI 1""l"G-"

@~I~~ALSTUDNON-BEARING WALL ELEVATION CD~~~ALSTUDTOTRACK.ATTOPORBTMOPWALL I

®~I~~~AL STIJD AT CONCRETE SLAB ON GRADE

1/ !,j~. "- II ~~~ "",,- .%> ~ L,

®~rV:~ AND MEfAL STIJD WALL CONNECTION @~'fcYP,""",7E7.~~",AL'-"1"". ,",c~~O~RNE~=:R~ _ 8-7 ( :: ~,: L; "'-, ~~r It:

ROD LEWIS LOS CERRITOS HANGAR Address DEFENDANT1S EXHIBIT ~

© :Jl e @ ~

CD ~~::.9NPLAN @~~.:V~AND METAL STUD WAll C0NNECI10N """" ..""",'. ~.N ~C~ on',,' ~ .•. ~.N

lr~~:::::....",.", .L -'L" , ,.,....,::::::: ;!:.e: "." , .. \".u.~llU.I (,I'll

i '.. ")+ . ".,.~ ".,., . ~~~ RlOID FRAME ELEVATION RF·2 (P! (Ci ®

en.

I ROD LEWIS LOS CERRITOS HANGAR Address 8-6 @~I~~,~AL STUD NON-BEARING WAll. ELEVATION CD~I~AL.~ALS1UDT01RACKATTOPORBTMOFWAll.

®~I~~~ALSTUDATCONCRETESLABONGRADB

8-7 ~QRADB BEAMATSPRBAPJ:QQTJNQ DEFENDANT1S EXHIBIT GLACIERCAP MANAGEMENT, LLC 801597 DATE INVOICE NO. COMMENT AMOUNT DISCOUNT NET AMOUNT

\ 02106113 r 93 OS CERRITOS HANGAR 10,208.00 0.00 10,208.00

TOTAL: Check: 801597 04f10/13 COMPTON AIR CONDITIONING & HEA 10,208.00

EXHIBIT 28 G'·ACIERC,\P MANAGEMENT, LLC 801814 DATE INVOICE NO. COMMENT AMOUNT DISCOUNT NET AMOUNT / ~ 07/12113 1291 RIBAR RANCH - LOS CERRITOS HANGAR 23,720.15 0.00 23,720.15 )

#¢.. (t( . ,./ F\ .,•. \H \ . e S····

TOTAL: Check: 801814 08/16/13 ASSOCIATED GLASS 23,720.15

(~)

C) EXHIBIT 28 GLACu;nf:AP MANAGEMENT, LLC 801874 - , DATE INVOICE NO. COMMENT AMOUNT DISCOUNT NET AMOlJNT 08/13/13 1$49 OS CERRITOS HANGAR 6,238.65 0.00 6,238.65

d /\odrr:; 0. (p/\G

TOTAL: Check: 801874 09/06/13 ASSOCIATED GLASS 6,238.65

TR-01564 , EXHIBIT 28 302128 /~ TRIBAR RANCH COMPANY, LTD. \ !

DATE INVOICE NO. COMMENr·· AMOUNT DISCOUNT NET AMOUNT \ .

08112113 3Q&12 os· CERRITQS HANGAR 19,745.00 0.00 19.745.00

TOTAL: Check: 302128 08/12/13 GALLERY OF STONE 19,745.00

C)

C) EXHIBIT 28 -.

TR 01567 TRISAR RANCH COMPANY, LTD. 302129 DATE , JNVOIGE NO. 'COMMENT AMOUNT DISCOUNT NET AMOUNT ] 08/12/13 308t~C::O -- • ~S CERRITOS HANGAR 36,204.13 0,00 36,204.13

TOTAL: Check: 302129 08/12f13 MORRELL MASONRY SUPPLY, INC. 36,204.13

EXHIBIT 28 EXHIBIT 28 DEFENDANT1S EXHIBIT UNCONDITIONAL WAIVER AND RELEASE UPON FINAL PAYMENT

The undersigned has been paid in full for aI/labor, services, equipment or material furnished to Tn·Bar Ranch Company. LTD. on the job of Los Cerritos Hangar located at 55 County Road 410. Uvalde. Uvalde Coynty, Texas, in the amount of $10.208,00 and does hereby waive and release any right to a mechanic's lien, stop notice, or any right against a labor and material bond on the job, except for disputed claims for extra work.

DATED: __S:.L..-j! ~J I d-D 1.3 compton HVAC

~~L [Print Name] (JA ),,JefL- [TitleI NOTICE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU HAVE BEEN PAID FOR GIVING UP THOSE RIGHTS. THIS DOCUMENT IS ENFORCEABLE AGAINST YOU IF YOU SIGN IT,

Return to: GlacierCap Management, LLC 10067 Jones Maltsberger Rd San Antonio, TX 78216 Fa?,: (210) 384·5031

EXHIBIT 29 UNITED ERECTORS PO eox 631'003 San Antonio, T&xas 7S268 office (210) 521~8.:351 {210} 521-l84~

tNVO~ce

'* 1NVO~ce. 3402 Job: lO$ Cemtos Ranch Tt'!J1'!1$: Upon Rece!l't USA NO. 11-457

labor to complet~ follo,Wfng ""'(l1'!< ~_~ ~$; 1. Remove 5eCOlld hal root aM 00 ~ off 2. install second: half r<wf irlsufatrQn new 'l"«lf sheet. on and ott

Add': Ch~O~#2.

1, Extra CQ$t to fatlrka'te aJ'lQ erect ~ lefge ~r head Tolar ~ la~roost T.t t!b:'ili ef material

TOTAI..OUE

)

l C) EXHIBIT 29 UNCONDfTIONAL WAIVER AND RELEASE UPON P~OGRESS PAYMENT

The undersignt:d has been P'lid llnd Oa.> recelved a progress payment in tho: ,um of.., :!2-;l.•H,,)i) t'fir lalxlr. ,e",·k:e~. ~uipmcJlt, or material furnished to Tri-BIorr Rlineh C"mp3g v, LTD lm the job of tQ;; imWl? fhlli'ill' iocate1'i at ~ (''''''0[.) Rood .UJ), (, );llde. L~lIlue ( !ll!nntt:3jl~ aad docs hereby releas~ any mechanic's Iien.$lop notlccorbondrigJlttliut,h<: U'nd¢r;;igncd has vu the abl)v~ r,;1\;:renc<:d job (0 1I1~ following <l:xlenl. Tlti5 r'l:1e3:se ~~~a progtljS/l payment for labor. services.. equiprn-..m t or mate,.ials fumis1led \)y \!A'gellUed {.luIN • through li!Jfr·~~,H,j Duly Md does nQt cover any retention retained heron: or atkr (he reie-<!se ciat,,; e;nras furnished before the release date for wtlich p~lyment ha.1 not beer; received; ext:ms ur items f\.U'oished \lft~r the Nl"ase date. Righls baseO up,m work J)':rtQrtned or iR"mS tllrnisheo lImk:r u writt~n chan!:" ,ml~r ",hid1 has been fully .:xecuted by the parties prior to th-: release clat~ arc cu,'ereu bY' this release uJ"lles:;~eci1kMly tWerwd by the ciaimant in this release,Till" re{e-.l.~ of il11~' mccbiil1ic's lien, slOp noth;c, 1)( ooud rigltL ,halt lIat OdJllrwi~¢ aff~t,..t th~ contmetrighl'S? !ru:luding riglles belween partie~ tt> ihe contt8c!Qll$¢d upon ,tl"l:s<:issiolt. ab8Jld()nmenr., 0)1' breachofthe contral:t. or the right of [he tlfldersigncd to reco,,;;r com~slltion fur liInrtlihcd labor. wrvwes, equiprtllmt. or material oove-red by: rhb rdea;;l;l if thar t1.lmished laoor. !ervices. c:quipmem. or material was not comp,H1sated try thO;l progress payment.

DA TED: ~ .?l~3 Associated Glass

[Print Name]

I~N/r-rt<Chj'1<v A~;I.r~ /- [Title] NOTICE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU HAVE BE.EN PAID FOR G!VING UP THOSE RIGHTS. THIS DOCUfvlENT IS ENFORCEABLE AGAINST YOU IF YOU SIGN iT

RetUl'nto: GtacierCa~ Management, LLC 10067 Jon.e$ Maltsberger Rd Sa,n Antonio, TX 782'16 Fax: (210) 384-6031

EXHIBIT 29 ( ~\ . \ ) .

CONDITIONAL WAIVER AND RELEASE ON FINAL PAYMENT

~.r?Je;t: t!i~(Q~!t!iLQL Job No. N/A

On receipt by the signer of this document of a check from Tri-Bar Ranch Company, Ltd. (maker of check) in the sum of $19,745.00 payable to Gallery of Stone (payee or payees of check) and when the check has been properlv endorsed and has been paid bV the bank on which it is drawn, this document becomes effective to release any mechanic's Hen right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claIm for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the propertv of Tri-Bar Ranch Company, Ltd. (owner) located at 55 CR 410, Uvalde County, Texas (location) to the following extent Los Cerritos Hanger Uob description), including but not limited to the Affidavit Claiming Mechanic's and Materialman's Lien dated AprilS, 2013, recorded as Document No. 2013001314, Real Property Records of Uvalde County, Texas.

This release covers the final payment to the signer for all labor, services, equipment, or materials furnished to the property or to Tri-Bar Ranch Company, ltd. (person with whom signer contracted),

Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer.

The signer warrants that the signer has already paid or will use the funds received from this final payment to promptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers fOi all work, materials, equipment, or services provided for or to the above referenced project up to the date ofthis waiver and release.

Date 7 August 2013

{Signature} (Title) o EXHIBIT 29 CONDITIONAL WANER AHO R~W\Se ON ANAL ?AYMEN-T

Project: Los Cerritos Hangar Job No. NItA

On receipt by the signer err this document of a ched< from Tn-Bar Ranch. Company, Ltd~ (maker of check) in the sum of $34,188J)0 {.ta\IClb!e to Ace Conc~e:te CornBall! (payee Gf payees af theal and when the check has !;leen properl'y endQfs.ed and has be:en paid by the bank on whidl it Is d.rawl'\, this document becomes effective to ref~ :.nrq mf*:oatlic':s !i~n right, an'\( rIght arising from a payment bond that "emplies with ~ 5ata or feQE1ral statute; any ,smrnOrl law payment bood right, any daim f~r p:i;tymenc, and any rights under any similar ordinaries, rute, O~ statute (,::fated to claim Of payment rights for persons in tha signer's. position that the slgi1er h<iS on the; property of TrHi)ar ~aflch Company, ltd, (owner) located at 50S CR 410, Uvalde County, Te~as (la€atien) to 1:he fallowing extent: los Cerritos Hanger (job description), induding but I'l¢it limited to Mechi:lnic; and Materialman's lien Affidavlt executed by Micha~j L Davis on Marcl't 18., ltU3 and fried on March 30, 2013 in tnstrument Number Z013000999 Offrdal Public Records Uva£de ~tlnty,. Te~as.

This retease £mlers th~ Unal payment to the signer for ail labQ(, services, equipment, or materiafs fu·mished to the property or to Tri.-Bar Ranch Company, Ltd. (person with whom si,gl".€r :,.::' cO'l:'1tractedJ.

Before any recipient of this. doeumertt relies on this document, the reci{3ient shouk! verify ev.idence of payment to the signer.

The signer warrants that the signer has· afrE-aey paid or wiH lJSe ~he funds received from this final payment to promptly pay in fliJU aU of the signer's laborers, subcontrac.tors, materia'!m~n. and suppliers for all work, materials, equtf)ment, Qr services prQ¥lqerif\;lr or t() the above: referel1l;e:d proiect up to the date of this waive.!' and release.

Date 11 Ncvember 2013

By rr~-~ ~d~ (S1~flature) ---f r-C S , (Title)

EXHIBIT 29 THE STATE Of TEXAS § COUNTY Of ,"'w·,·v I : This ill5trument was ad~l}e.wle.tfgji!d bef~ me, tne oodersignerl notary pol:»ilt. on thea. day ef November, lOB, by .t:',# .; f)&( of A.ee Coocrete Cet'n~r.lY, on b.ehalf of Ace Concrete Company.

~ ............ ~ tt:le State efT~

EXHIBIT 29 RE!:.E>lSe:

FULL AN1:l :ANAL REl:,EASE OF MECHANIC'S ANJ}MA~MAN'8 LIEt'f Date: Angust 19', 2013 Claimant: MORRELL MASONRY SlJtPLY, mc t<mUed ··Clahi1'ant"}.

Prupel"ty: RES B-3 (20tJFT X 20m f1jWOODLAND ACRES ANNEX SEC 7. MORE PART1CL'LARLY DESC~ ON ftltHIBlT "A" ATIACH8D MERETO AND :tv1ADE PAR:fmki.QF FoaAL1 P-t"IRPQSES Mate' commonly lm.~as; COHfity Road 410, UV3:1U~ 1;X.

Claitnant did on or about AprillQ'~ 2U.;;t~F assert a mechank's and Inll t-€riaIman~$ lien (the "UeEl") fur $31,,504.1;3 Qtl fl'te ~by an affidavit med in the Re~t Prop~ty Records of UvalEie County.. Texas, under C~ Clerk's File No. 2013001241 reference an to wnich is her~ made tor p~}~tI!J.e Property.

Claimant has and does: het«~ CtiIJ·~ Q'SId dischar~e the Property fto~er with aU improvements thereon and "ppurter:tance~tfJ;€r~to} and its owner from any and· all claims, debts or causes of acuon fdt'~ ~materia1B provided to the Property ct\. or before Fehl'UR~Y 2013 and from frfle tI~n wrod1. is her,ehy discharged, sliltisiied and .relinquished.

STATE OFTEXA5 § HARRIS COUNTY § , Thi.", instrument was swon1, .~.~.)1!d~..~ beI",e me On1\111'1.. 1l.lQ<;L~, . •.

K41ralyn.ll Cromeens Agent of MOJRRE.Lt MASO SUPPLY/ INC. ~ ~\J..L

EXHIBIT 29 CONDl1TONAL WAIVER ANn RELJ!:ASE ON FIN"ALPA ThIENT Project: Los Cerritos Hangar Job No, N/A.

On receipt by the s.ignet or ilii,g dQcwnent of a c:heek from Gladereap

GladerCap Man:agement" LLC (o.wner) to<1l\1'fteci at 405 CR 410 (lo<::ation) to ttl.e· tollowing (--)

to the abf)Ve r~~!el'e~~ced ?fO'je~t ltp: 00 the datw. of this w~tbf~;r an.d. k'et~e.

DoW I~~ TR_01662 EXHIBIT 29 7.k: sr~ ~ .,,I#C. (Company l:tame) By #7 ¢']. '*'? ,.:9i (Si~ilfl1te) /b1,1.x /J/1~ 'T~~ frl.~~ (Title)

EXHIBIT 29 EXHIBIT 29 DEFENDANT1S EXHIBIT· DRAWING INDEX ISSUE PAC( O£SCR1PI1ON ,., Cl« 2 COVER PAG£ SCHULTE BUILDING SYSTEMS A. C2 CF 2 NOTES PAGE:

SBS 17600 BADTKE ROAD HOCKLEY, TEXAS 77447 F1Of4 F2 Of ..

281-304-6111 office f3 a: 0( 281--304-6113 fax ROOF F'R.'JUID Pl..AH SOfTITPWI fRAWE CROSS-SECTION IBUILDING DESCRIPTION I fRAlE: CR0S5-se:CTlON mAId( CfWSS-S£CllON BUILDING SIZE:: (BLDG. A) 98'-6, 122'-6 x 32'-0 £.H. SLOPE:: 1&11.- fRME Cll:OSS-S(CTlON PAt~EL TRIM ANp fRAMING INfORMATION fRAU£: CROSS-SECTION BUILDING SIZE:: (BLDG. B) 9'-0, 13'-6 , 29'-9 £.H. SLOPE:: ~ Roor PANELS SlD€WAU. D.£VATIOO BUILDING SIZE:: (BLDG. C) 7'-10, 60'-B , 6'-2 LH. SLOPE:: ~ Gr~; c~.g~'f£jft- COlOR: l.led. Bronte (K)'lCf') ~~::

g8t~l"mi~il$t· BUILOING SIZE:: SLOPE:: [10 Of CUTltR STANOARD: COlOR: NtmI SId Color (BUILDING DIME:NSIONS ARE: NOMINAL, RE:FE:R TO PLANS) TYP£: Ell Of OOWAU. El£VAllON ~8i:. ~:~m:~:; IF STANDING SEAM: CUP HIGH FLOATING CUnER HIGH CAPACITY: Dowt~SPOUT: £12 Of OOWAU. EL£VATlON This i, to ccrtlfy that this structure III cNIlligned lJt~ilin9 the loads indicated cnd applied QlI requited by the building VALLEY GUTTER: HEADER: COlOR: i§2ji" COlOR: Hegd SId Cclw £13 CF EtIDWAU S£C'llONS g8t8i:. m: cU" cod" $hollln betaw. The certification Is limited to the structural cksiqn of tho framing and cov«lng porta manufactured E140f ENOWAU. SfCTIOHS ~:~ WAll PANELS SIlli by the bU~dln9 ffiooufocturer and Is IIpU:]fIe(J In the contract. Acces$l)fY ltetM such 0$ doou, windo...., IOUvenl. JAMB: tronsl:tJcent POtlclll. and venUotorll or. not induded. A1lH) e>:.eh,Jded oro oth« portlli of the project (lot provided by the (15 Of IUTERlOO mAW.: ru:V./OODE BWI Pl.AN TYPE; ..e.wL- GAUGE: ~ COLOR; «red SId t&lor BASE TRIM: COlOR: Need Std Co/or bu~din9 monutocturer IIUch o. foundotiooli, mOlonry wolls, ffillchooieol JlQUipment and eflx:t]on of the building_ The CORNER: COlOR: Need Sid Color £16 « I£AO€RjOOOC D£TAL CCtiN. buUdk'lq =houkl be erected on 0 properly desiQl1cd foundation in <lc<:ordooce with the bu~dlng monufacturu's deslQrl LINER PANELS L1N£R: COlOR: A. £11 Of suoom ~ OCTAL monuol, tho ottochtXl drawing" and good lUtK:tlcro practicl;lS. SOFFIT: COlOO: Polar 'Mljte GAUGE COlO"' _ E18 Cf SUOOiG ()QCfl: DElIJ..

DC$1Qn Code ~.-,09",- _ FASCIA SILL: COlOR: CAP TRIM: COlOR: E190f 5t.I(XtiG [)O(A{ scmT f'lMI/OCl General LOQd~ Roof De-od lood (D) fASCIA PANELS Roof Collateral load (C) rtP£; _ _ GAUGE: _ COLOR _ PRIMARY FRAMING 0' Of Roof Live load (lr) Tributary U~ load Rcductlon SOffIT PANEl S T'l'PE: m.....ee.u GAUGE:...2.L. COLOR: PQlor 'Mtilc ~~~ ~~~S& &£:* FRAMES) Of Of SlAHONtO O£TM.

STAUOARO OfTA.IL $now load 04 Of STAOOARO D£TAlt.

Flat-Roof Snow Load (Pf) ~pd SECONDARY fRAMING PARTITION PANE! S Ground Snow load (Pg) ~psf Red-Qxide Snow Exposure foctQl (Co) -'-- mE, COlOO' _ ~~7FR~~oS~Y;1:':~t: ETC.) Snow Load Importance Factor (Ill) Lllllllll- Th«mal foctO(' (Ct) l.2!L- Wind loud Ballie W'llld Speed (3 UC_ (jUst) \\"lod ImporCl:'lce foeto( (hf) Wnd Exposure CotC\Jory Intemal Prenure eo.lficlent (GCpi) Wnd Enclosure 5elllmlc LO<Id Sebll'Tllc Importoncl:l Factor (Ie) Spcetrol Response Acceleration. (S~ and 51) SIte Clan Spectral Re~~ CoefflM:ltmts (Sd!> ond 5(11) SeIsmIc Design CategQly B03ie Seismic-fO(ce-R~i3tin9 S~tem(s} .. lOfl9ltudinal Lateral 2..2--Kip'~Klpli Total Desk)n Bo" Shear (\I) Seismic Response Coefficient(s) (Cs) Ruponse Modification foctor(s) (R) Analy:lls Procedure: EQUivalent lateral Force =- _'.0__ =- _'_0__ .. Ordinary Steel COrlcefltrically Braced frome(s} and/or Ordinary Steel Moment Frome(lI)

~ \ ~ +0 ~f'1 O\""'-~.

Ir-R-EGlS - .-TRA-TlO-N-.-F--12-SS-2-1 ltO. DA'lt ~ A 110 12 .... " , ro:wmttCO'o'£R PACE sa ... ,.,,.,.

ROO I..EWS lOS CERRITOS IVmAJl ..... a.oo. Q,Q:lIO

EXHIBIT 30 _...

L na""",Ih\rt~\lMtIt.-~"tlI.MQl<>lt~~lo<t/I.~_fod ....... lOtIoItN01u...~l>lr""'d

,- :t Thlll:cl~rl'Klf'JUhlc\ut1l<lsflQt~fot'lffl>/'S,,~.or~lnwtnIdlnthell<iJ<:lbn ¢1l<l*f"->9 c~l.. lUll' for th.lntp«:tlo!'l Of .,..;t"; ~tllo ~ acma.

3, T~l' l><o;ll9 ""* be i'!sl$ed by .-.ell)!" 10 pt~~. du!~ "Kim Bto;hg IMtb:nN or< ttl....K1b<t ¢ ~ hi <;t\ti¢d.lq ua .tCUlty &t the ~t«,l .\N¢~ oM thoJI Mt to. "kIlI,a,. Ship To: LUIS MARTINEZ 5487FM744 .., Wcllllnd IlMr puwI.- ..... 00 Inttro;rd port 0'1 1"* .lwcl....Gl \I)"tll<'ll. v _ ~ , ~ 01 pcMll l!& PAWtlOE TX 715i6 ~ -Oi-¢;ntI~ •• c ~ W'l.n.u WI....,I 10 l~l ~ natol,moy ...1tt. ~t tn./'inlotl (I<' lb\t<;t",rQllnt.9riI,M IM~. <It\d "I~"". rn>l. c ~ lhlt fot ~ti<fI'l .. ~tk)n. ""* Mt Tl'Ul,:k 10; EXPRESS ~Oltt en" ¥~ "'n.e~'f':~Qn4 mtlu. n-.. ~ oon4ltl«uF I'pf1lY'" the .......1 1M! Ihue <i"~""'" UHd A) It it WpemU.... 1ht>t en)' ~ to u-. g-QlO~ ell <lWfC"'Qf dr~ ,"- ....... -""" t)lklnl'.l<Hln(;(XI~w.. :) m.... (tl mtlll'lCf1 of d"~ d~ wscotea. i '....... _ 3)Da~cnd~" 8) ~1IGw~ OoU4~b",,¥,n4I/11Q11~ r...._ U;. ~t Ic~Momll. ~9" liM .d........ or ~ ~r~ h. ....... coo AMOUNT: $0.00 /'A~bM. TlMmoy~the.~l~ 0) ~ of tMn ~ Irtdkal.. ~liwly U>ct the mGNol*Wrw h;a """"""tI1 kl..."...ted lI,a ~""" ~:":dtl~Gtc;';j~~I~~~~m:.:.c~q «-n with Ir4irnH _ef',.oc_"'PUUlI'T»l<CfUmU$ vu""' ....,,,,S,,Ul()Iix«·f"""" E:) N>.y~ MtlKl 00 tM ~ Mt In eoro~.M 1M ,........ ornI '~WMIIlU of u.. l<)T!ol«,l\m.rUPI $"W(;;lVl\l'VOJtDra<I',r~M'-\jTJl"", COI\troet t>tt.....,~_llfWllt.«lu-l:QIW1·b~ on manuMctut... I.1f'ffiI. ~ljy c,<-OOf'~i 2Wffi:UJ:.crnllt-c.>wMlQU· ~~:=:;,:=~~..n~~~~:--~~~o.d.Nl)t¢t)on. rr m.-. rNnof~ ~ S\bnltted. 1iowMIt. ITII.JllIfiXturf,rooa 001 ClIXCfIt ~ elf ~Iont: t.o~!tOdlKlIkf'm&0I'ld~Ulctm<ly~1IIWtu.llHoto .• tcm9crlW!'llli::r~cf nppt'l)'o'Ol,~. de. s..dI~ ~1Id lou-.. _f~h,l("'. dr~ by tM cwt«n«. l7d\1t"I.t~,rA"OI'fYOUl"patylJril k ~ c. ~tobk al~ kI u.-.~ ~.. f'IOl.·oItr··tM··_V«bld·~b··llr'>d~ .• ''*l109 ~_··mallIflxtWw·c:ndlb;

WOYl'XlWlMJ;l ~ rnooubehlAt hQ o«mm~t to monIIfod.urw ~y ~ ~J' lMt CG"l be Th<I ICfIl1.~IItd.~. tM ItOhty~t oc'Id ~ &It. pl'cKt~ of tM.-.<:toror. ~th. n"''''''''''''''lil.'''''f''''''tt.. ~·r·t'''"''t4._! ~=~E~~t~::~~'t:~a:,h~~~~~t ptilHUW

.. __ .... --.... -. . __. . __ .... _-. . .

Gl~ k_ 1M ~t CIfWl moat pt'04ict.... ~ ~1i:0 ~ .. . . ......... ""'. _-.._--="'.._--. n.-~'_«'-fl tJllu.l·CYII»l;("/(''''''~W MWy MaU C¥toh _ucnu'aAAO_ ~~~ .... ~~I~:.-~~t.-~.prorM~~ _~ ~ .. ,,'-.-- _--~ ~<--~

/l'\ClfII'lcl.fll",d",.t1l\·It"'_~_l~ llI:U..lll>!lIl TIM ~ U\lhtw1t lllId ~bol of dl.lo.!<lfMRb tn. f~~yof.lM .-.<:tor. M klQh~ (.ut5. MtO) boIb U'ld tl\lU rmnt N tl;1lt.ad by ~ -hml;'cf tJ'i., Illlt" IMthod. ~ O~ ~....stl1UMfrNam-n tM (:Of'lh'llCt~ta. ~ <Jfhli,tl.~ bolt Ind .....t ml~tkn byoth« thco\ tn..rector I'l'lIlIt dllO~ ~ In tiw wnttoet ~l.1)I'Id u..~ Is PO_ ~f«~lMl.lMNt~ona~pn;<c<lur"cnQOll'lf'OtU.plWUltM.t.artof ««too. (ioIliWA :rooottC,t)

C127443 12345 1I11111JlIJIliWI AU COMSlRUClIOK 075222

-- ... - .............. ""'" ....T.... BTRJCT\N"L NtIJ lWI. oa.o faN LA8B- ""- PA12E9697B4 12345 AI.lC c005TR\JCTIOU PAAT!WIt ocsaIlfTI«I IIIIIDDJlIIIIII euILOIliCHI liMn! OTt OriMD- C126431 .Jcb~- 12345 ~~- ABC CONSTRUCTION RF1-1 lEflEli!.MA!t MG,/,. 14' 9·1I2· 2 ~:~~ ~=~ ~~.:", "10""l"",,' 13' 11.' 9·112' 2 fHJ2' 2 ""'-- ... _ - 12345 1IIIIlmllllilmllllili ac1::&oI31.

1IIIIllllllllllllllllinn .I'L10${)14:!1l

BUNDLE LABEL EXAMPLES PIECE LABEL EXAMPLES

.". -- SCHUL.TIS BUII-.DINOI 8YBTE!Me 17S00~=r»4~m~? for field issues, contoct Customor rM.: 2S1.JOUIlJ Service Dopartment ot 281-304-6111 or customerserviceOs:bslp.com ~ o EXHIBIT 30 e,r-, ~ ~ [ [l .. r=o:--i rTlt:C\fJ i { ..

OlIrsocrAU. ..

J' OfCWU< : ... ..

2ll' ~

" mg' ,

SECTION "A" WJHL, W[Sl:CTIOH OCTAl. Fe Db- J 4" "''''- • "..,' nb ~

.a:..

2ll' J'

. j] •• ! ] " 1~.JillJJ OC1"'- ".., n ill1~ a"Tlt(cw ~OOP.jlO[fACt .r 5" o OfCWU< ___ X X ._ 4'• • ~•• '1::: " SECTiON "A" ~ .....,"""'" OC1Al.fl

I I

b..:_==-~ NOTE !!!

CUSTOMER PLEASE VERifY ALl DlMENSI()i$ RElURN N'PROVAL DRA"INGS

..

ANCllDR ROll PROJ£C1lO!l ""'"* ~ '* IOtTalCf ."'1"' .. ~.~tE .;"<.0",.;··,

EXHIBIT 30 n'," (~ Cf> n',,' (9 " ,'," ,d,~ .. ',,' I ,','

. 'ir=~~ Ir ~ ~

- .-- - - ,I I, .... r lWLl .1:

t , ] -~-- ,

.". ~ !~ ~ Q Q Q Q

'..,..' ....

Q , ,Q Q • b , >~ (j)- •

.: "~ , - -: I?-?

II ,.",. -- II II II , ' ..II ....II .....II ' II II ." ::;;-._.- 'I!I' --_._- • ..,.. 't!l" -.r- 'I!I' .-.F ! ' ... II II II .... ....II ....II ' ' II Ilmf ~ "I I-"-- . r::r' " -=II- - - c-- , , - . -Il=-' 't::-!:.' '!-=F-=J±!

1,,1;;:1 .'~ ,f- l.Ill: ,<- ~ .Ill:, ....~ :;(:~ ,', w, I.· ~', -" ,,'," w,,' 0 I".

SUOING DOOR ANCHOR SOLT PLAN NOTE III ROTATE PLAN 00' TO ORIENT \11TH SHEET F1 1'-3" ,'-3" ,'-3"

"

SECTION "A" SECTION "S" SECTION "C'

NOTE I!!

CUSTOM£R PlEASE ;mirY All OIMl'NSlONS ON RElUm, APPROVAl. DRA\I1NGS

ERECTION NOTES: 1. MAKE fIRST POUR - ~ THiS SECTlON WITH MAIN SOlT S€TT'lNG, 2. 5£.T LEVEUNG M'(Qt[S ON 1/-;:. ANCHOR SOL1$ Willi DOU6t.£ NUTS.

3. 5£T RAIlS AND AUG?'; RAIL UUSTBE TRU£. STRAIGHT AND l.£IIU.

4. ERECT ONE DOOR 00 LONGEST RAIl RUN. AD.AJST AS REQ'[) fOO fREE RUNNInG DOOR SYSTtM.

5, Io4AKE SECOHO POUR

SECTION "X-X"

EXHIBIT 30 fRAME UtlES; 1 2 .3 4 5 6 RIGID FRAME: BASIC COlUMN REACTIONS (k ) NOTES FOR REACTIONS f ~ COlUIdN UNE frome line 5· Column lne B ----Deod---- Hora 2.9 Vert 7,7 -Collaterol- Horiz 6.2 Vorl 12.5 ----Live---- HOi'll 9.0 Ved 20.B ----Sl'Iow---- Hod: 2.1 Vert 10.2 --WiI'!d_Ll--- Hodz -14.7 Vert -33.3 --Wmd.J(I--- Horiz 0.5 V,d -23.6 ~:d~1o~~t~asd~e:::~~ on ~~h(~ H,7 -33.3 98.5 5. C -2.9 7.7 -6.2 12.5 -9.0 20.8 -2.1 10.2 -0.5 -23.6 123.0 --Vilod-.l'2--- ---loW,,",dl-- ---lnWind2-- --Seismlc.-L- --Seism~.J(- Eove He t (It) : 32.0/ 32.0 frome Column --Wind,J.2--- line line Hera V", HMjZ V", """, V"t Horiz Vert Horiz V"I Horiz Vorl §:~ ~= (~r;r/f ) ;;. 2.0/5 2.0 5.

Frome B C Column -13.2 -2.0 -24.0 -14.3 ---ln5eis--- 2.0 13.2 -14.3 -24.0 -lWiN01.J.2£- -6.1 6.1 -35.2 -35.2 -l'MN01...R2E- -4.5 4.5 -25.9 -25.9 -LVilND2.J.2E- -0.6 -0.6 -0.4 0.4 -L"N02-.1'2E- 0.6 0.6 -FlUNB_SLL- 0.4 -0.4 Cof1otefall~SI Roof live l sf Frame live loa psi \ .= 6.0 20.0 12.0 line 5.

Un.

B Horiz 0.0 Vert - ....1 Horb -0.1 V"I -3.3 Heriz -0.8 V", -0.6 Horil -0,1 Vert -3.3 Horil -0.8 V"t -0.6 HOC'!z 3.0 Vorl 5.9 ~:J ~~ (t~~h ) = 3.5 90.0 C 0.8 -0.6 D.l -33 0.8 -0.6 0.1 -3.3 -3.0 3.B Wind Code "" IBC 09 50 0.0 -4.1 EllpoStlre =C frame Column -flUNB_SL...R- Oooed/Op", =C Importance Wind =. 1.00 line Line Horiz Veri ~:~5;~%~egory =. 1.00 5. B 3.0 3.8 • A 50 C -3.0 5.9 Frome Column ----Oeod---- -CoI1oteral- ----li~---·· ----Snow---- --W,,",dJ.l--- --WrldYl--- 10 Description Un< Line Horiz V"" Hariz V"t Hortz: V", Horjl 'Iert Horiz V",I Horj-z V"" 2 8 4.3 10.1 2.3 5.3 4.5 tOA 1.0 5.2 -6.6 -16.2 -0.5 -12.5 2 C -0 10.0 -2.3 53 -4.5 10.4 -1.0 5.2 0.5 -12.5 6.6 -16.2 1 Dl-+CL"lL O.6OOltM.l Frome Column --iYlnd.-L2--- --Wind.Jt2--- ---LnYill1d1-- ---wWlnd2-- --Selsmlc..l- --St'ismlc...R- 3 0.6OOlt'MH RIGID FRAME: I.4AXII.4UI.l R£ACllONS, ANCHOR BOlTS, &. BASE PlAlES L~e line Horiz. Vert Horiz Yorl HOOz V"t Hofiz Vert Horiz V"t Horil V,d 4 0.600ltlnWndt+L'MN01,J.2£ 2 B -5.8 -11,5 0.3 -7.9 -3.0 -11.2 -2.2 -6.6 -0.3 -0.2 0.3 0.2 5 o. 6QOl.f-l.nWf'ldl -+ L'MN01-R2E - - - Column Reactions (k ) 2 C -0.3 -7.9 5.8 -11.5 3.0 -11.2 2.2 -6.6 -0.3 0.2 0.3 -0.2 6 D.6OOt.tYlfl2tWS Frm Col lood Hmox II lood Hmin V Anc.-.BoIt Bose-Plate (in) Groot 7 0.600l+VR+LnWnd2 line Lne 10 N VmOl< 10 N Vmin Qly 0" W<th L"'91h Thl'" (In) frome Column -Lw.N01J.2E- -lYt1NDt.R2E- -L\\\I102J.2E- -L"ND2.Jl2£- -F2UUB_SLJ.- -f2UN8_SLR- __ 8 Dl+CL+D.75SltD.75VtR2+0. 75WS ----- ---- -------- Un, Line B Horiz -0.1 Vert -1.7 Horiz -0.4 Vcd -0.3 HOOz -0.1 Vorl -1.7 Horil -0.-4 'Iut -0.3 Heri: 1.5 V", 2.9 Horlz 1.5 VerI 1.9 9.8 23.04 -9.9 -20.1 4 1.000 8.000 19,00 0.625 0.0 2 C 0.. -0.3 -1.7 0.4 -0.3 0.1 -1.7 -\.5 1.9 -1.5 2.9 0.' 9.B -20.1 -9.8 23.4 4 1.000 8.000 19.00 0.625 0.0 ----Oood---- ----Llve---- ----Snow---- --W'l"ldJ.I--- --W'll1dYl--- -9.8 23-.4 9.8 -20.1 ,, frome line Column Line Hociz Veri -Colloterol- Horiz V"I Horiz Vert Horiz v",t HOril V"t Horil V"t

~~ B 4.1 9.7 1.6 3.5 3.1 6.9 0.7 3.4 -6.7 -13.7 -0.9 -9.9 C -4.1 9.6 -1.6 3.5 -3.1 6.9 -0.7 34 0.9 -9.9 6.7 -13.7 RIGID FRAME: "A~"U" REACn~S. ANCHOR BOlTS. & BASE PLATES Frome Column --YfInd.J.2--- --Win<LR2--- ---LnYif'ldl-- ---LnWintJ2-- --ScismlcJ.- --Stismic.Jt- Lin, Une Horiz V", Hod: Vorl HOI'iz Yert Horiz Wd Horiz v", HOOz Vorl frm Line Col lVlt ---Column Reactions (k ) Load Hmox ~_H_ Vmox V LOO<! Hmin ~_N_~ V Anc....BoH Ot)' Die , 1 B C -6.1 0.4 -10.6 -6.8 -0.04 6.1 -6.8 -10.6 -2,' 2.1 -7.5 -7.5 -1.5 1.5 -4.4 -4.4 -1.0 -1.0 -0.6 0.6 1.0 1.0 0.6 -0.6 /// '" ~ Frome Column -lWiHD1J.2£- -L"N01-.1'2£- -L"N02J.2E- -LI\IN02-.1'2E- -FJUNB_SLl- -f3UNB_Sl-.l'- 5· 18.1 -41.0 -13.0 -2B.7 -4 1.000 10.00 19.00 0.625 0.0 Veri Veri 18.\ 13.0 -18.1 41.0 -2B.7 -41.0 -4.5 -18.1 4.5 -33.9 -41.0 -33.9 -4 1.000 10.00 19,00 0.625 0,0 , Line line C Horiz 0.0 0.3 Vert -1.1 -0.2 Hociz -0.3 0.0 V", -0.2 -1.1 Hociz 0.0 0.3 V", -1.1 -0.2 Horiz -0.3 0.0 -0.2 -1.1 Horiz 1.0 -1.0 V"" 2.0 1.3 Horiz 1.0 -1.0 1.3 2.0 Frome Column ----000<1---- -Collo-terol- ----U'r'e---- ----Snow---- --WlndJ.l--- --W'lfld-RI--- --YL Jl.!.

S. Frome lines: 5 4 3 L~, line Vert Hor!z Vorl Horiz Yorl Hartz Horiz Vorl I Horiz V"t Horiz V"I 6 8 1.9 5.2 2.7 6.1 5.3 12.1 1.2 5.9 -11.0 -23.2 -1.4 -16.9 6 C -1.9 5.2 -2.7 6.1 -5.3 12.t -1.2 5.9 1.4 -16.9 11.0 -23.2 !11.61: n.6 1: WAXlWUM REAClJONS. ANCHOR BOt.15, &. BAS£: PLATES ---lnWind2-- Frome Column --Wind.-L2--- --Wind...R2--- ---LnW'lndl-- --SeismicJ.- --Seiunic-R- Une Un, Horiz Vert Hot!z V", Hodz V", Horiz Vorl HOf1' v", HCI'iz Vorl BRACED BAY REACTIONS load Hmo;olumn leoctt~ik Amln V Anc,.J3oH 6 8 -10.0 -17,8 -0"" -11.5 -3.5 -13.1 -2.6 -7.7 -1.2 -0.7 1.2 0.7 frm line Col lVlc ID H Vrnox 10 H Ymin Qty Die ~~~e..Pt~9t~ln) Thick ~irW 6 C 0.. -11.5 10.0 -17.8 3.5 -13.1 2.6 -7.7 -1.1 0.7 1.1 -0.7 (AT LINES B I< C) ------ Frome Column -lYMiDLL2£- -L"NOU2£- -Ll\ltI02J.2£- -LI\IN02-.1'2£- -F04UNB_SlJ.- -f4UNB-SLR- 11.1 25,8 --4.0 -10.1 -4 '1.000 10.00 19.00 0.625 0.0 Un, Une Hod, Y,,1 Horiz V"I HCI'iz V", Hod' V"t Hodz V"I Hoot Vorl 6 B -0.1 -1.9 -0.... -0.3 -0,1 -1.9 -0.-4 -0.3 1.8 3.4 1.7 2.2 4.0 -10,2 -11.1 25.7 ... 1.000 10.00 19.00 0.625 0.0 6 C 0.. -0.3 0.1 -1,9 0.. -0.3 0.1 -t9 -1.7 2.2 -1.6 3.4 -11.1 25,7 4.0 -10.2 50 Frome fmes: 5 4 3 RIGID FRAME: MAXll.tUM REACTIONS, ANCHOO BOLTS. &: BAS[ PlAlES

1 1 --" HmoC ,oIumn ReoctIOl1 'd(k) l.. Y Frm Col L\><.fU v Loa f.Im~, Anc....BoIt BoseYkite (in) Grout lic,t line lD H Vmox!D -'.CH v"m"I'_ ~ ~ ~ length ~~ B.7 20.1 -4.2 -7.9 -4 1.000 12.00 19.00 0.625 0.0 4.2 -7.9 -6.7 20.0 4 1.000 12.00 19,00 0.625 0.0 -6.7 20.0 4.2 -7.9 Ol 14.01: Ol t.lOK -!:!L ~ Ol.· ... l.. ok Dl·Hll t~Ol( MAX. EW COLUMN REACTIONS MAX. EW. COLUMN REACTIONS AT LINE 6 AT LINE 1 MK 1 ,

EXHIBIT 30 fRAME UtIES: 12 RIGID FRAME: BASK: COlUMlI REACTIONS (k )

H 6 Frome Column ----Oeod---- -Coilotc(Ol- ----live---- ----Snow---- --WmdJ.l--- --Wmd.-Rl--- o C Line Line Horlz Vert Hcr1z Vert HOOz Vert HOfl2 Vert Her]z Vert Hodz Vert OlUMN UN[ 10 A/D 0.0 0.7 0.0 0.4 0.0 1.3 0.0 0.3 -1.2 -1.3 1.6 -1.2 Frome Column -_\'(mdJ.2--- --\'(md.Jl2cc- ~-~LnWll'ldl-- ---{nW'llld2-:- --Selsmic,J.- --Selsmic-R- line Une Horiz Vert Hoc!z Vert Henz Vert Horiz Vert Her!z Vert Hor!z vert 10 A/D -2.1 -0.7 0.7 -M 1.6 -9.4 0.7 -8.6 0.0 0.0 0.0 0.0 Frome Column ---LnSeia--- -LIWIOLL2E- -L\\1N01.Jl2E- -L\\1N02J.2E- -LI\1N02...R2E- line Line Hor!z Vert H-onz Vert HQdz Vert Horiz Vert Horiz Vert 1. A/D 0.0 -1.5 0.0 -0,3 0.0 -0.1 0.0 -0,3 0,0 -0.1 1· frame lines: 1 2

NOTES FOR REACTIONS 13.0 " 9.0 29.8/ 32.0 " 2.0 2.5 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOlTS, & 8ASE PlATES : 6,0 " 20.0 5.0 frm C6I load Hmo;oIUmn VReoct~~(k ~min V Anc.J3olt Grout 90.0 line line IDH VmQl(lOH Vmin Qty Oio (in) $ IBC 09 : C -0.8 -2,1 -0.3 4 0.750 6.000 10,50 0.500 0,0 : C 1- A OR 0 1.6 : 1.00 0.7 7.6 1.6 -9.3 " 1.00 • A 1- frome [ines: 1 2 10 Description DtfCL+LL BRACED BAY REACTIONS 0.601JL·\\I.l (AT U~IES A " D) 0.6OOl.\\Rl 0.601JL'\\1.2 0.6ool"nWndl <l\\1NOI J,2E 0.6oo'-lnWnd2"\\1N02.Jl2E

EXHIBIT 30 , • ,.

1"-6" "'" ~~:: 1'- • 120'-ro 0 Cf rnoWAll C«Ul.IH "'" " I U'_' ~'- . ,) '-.' \'-' 5'_''''" [11-2 EB-J " wtOXl2 W10X12 I " p-, rr p-, 10;05212

I' 1l yj-Q' 1005212 P-J lQX25ZH RrI-101flf.l:)OI P-< 10:0511-\ 'H /!!~n",) 'H ,-, P-' P-6 P-' 1005216 10X25Z12 10>:25216 ".-_------":~o!L:':: --.-----"'£="-'--,,'--~" P-8 10X25Z12 P-, lQX25Z16 / '_H P-1Q P-ll 10X25116 l0X25ZH -, I~,- P-12 10X25ZH ,;.:;;;J, - - I::;{,:r K ~§ ~l- - t - t- -I-" ~~br-+- P-13 P-14 1005112 1005112 j§- J J £-13 £-12 P-15 P-lli 10X25ZH 10X25114 P-17 10X25116 £-13 £-12 P-1B 10;(25116 " II I I I r I'" II W1M2 P-19 P-20 10X,25Z16 10X25Z14 "'-' 1 Rfl-21 I / /'I >, ' Rfl-Z 1 P-21 P-" 10X25Z12 10X25212 / /1 I', , I I £-, lO,2!£12 CUPOLA ROOf fRAMING PLAN £-2 10.2~12 £-, 10.25E12 ',I 't''''''''!'' 1/ H 1O.25E14

t. i : : : : : I ' .... I 1·/' I ..,/ I I I 1 ,-, £-5 10.25£14 10.&12 10,25£12 I '" , ,r- E-7 E-B 10-25£14 i i i i i 1 Ol/'v( ,( "i'~'J 1 £-9 [-10 [-11 10.&14 10.25[14 10.&12 "f<~J " 1 1 I I'" I "1 1 I I };r,- /1 I I 1 " Rfl-JI Rfl-JI 'w/ I Rf2-J RfJ--J £-12 (-13 10.25(12 10,25£12 1 --"i~~1 19):~r"'- CS-' C80500 CS-J CS0375 r:;.;--~-~~--:.- ... CS-' CS-S C80313 C80500 CS-' C80375 CS-7 C80313 CS-8 c003t3 CS-' ceo"" aHO CSO""

: ~,,)"r 'l'~~: /1 ,i,q"o!' I', ,, I / ,I '/ /

Rf+-2 I Rfl-:Z: ' 1 '< ,/ / RFl-21 X V '< / I' I: I 1 I ' I: "" ~}/ '+~, T'~$+~~r CUPOLA fRAME CROSS-SECTION -:1 I liit_ RtJ--.( ,-, 1""- ,- H I"'H ,- I \ I -.

AT LINES 3, 4 & 5 p-, P-J ,- (i) ~"flA..l O£.PlH SllffDER rn 00 r~ct;~VI£B 0-' m-, 01-2 (.4) ~._ l l~" AJ25 oo..TS (3) OS"16·xJ'l· t1£Ltl 'fIUO TO 06ridl POST rn ~j,,";.t~~"'SIlOl.1S PvfaJH ~-I.ll4-- "-1~3/4' (as TO PROWlE SEAT TO rno adx:HI TO III REV. Pro soon W' "-lJf~ BE m.o f£lDED.) £II 05"~·ri'It·l1JflE51lM (3) 06"~"lJ'l"lXl.UWt 2'-1~1¥'" [5] 08"ri"x~· w/ (2) :t\". l m" A325 (AnMli W/ Ba.rs • PUJ<) ROOF FRAMING PLAN BelTS W/ MI" AHGlE TO R,tiltR t-l~'1/.' till ~j,,"(!J 1,l""tll(,1lOl.1S • AnAaJ.{HNff~~PUfU4

~ .- m ~ ""'" A 7 ....tt FOR - tDOlIP_ .~4. n m

EXHIBIT 30 1D155\'JD2

rn 71' IllS. 1J8J5 EXHIBIT 30 In! T Oi<J L lh

Wen &1 tlt T e SP-'( 0 0 A325 SP-5 ~

A.

0 0 AJ25 eRAC(S: FBn (1 ur 2) (ir~~ 2X2XHGo (2) T~ smt -fl-200

2'-J" 2'-3" I I I '"~ /1'-0' - -, -l)h" ~ ", ~.

n . ~ I.

I· I I ~

'r ~ ~ '~ ~ "~.. ~ .''" g S"IWCXS (8'l'OTt£RS)

J - ,'- Q.LVl" - .. ,. .- ,- 1'- "

MAIN FRAME ELEVAnON: FRAME UNE 1

~1~;~3"'~""~"1-=~""'I~"'~!~S;'O~;i~i~ ~ A 720 2 fCfl:PmCT.tAPf'fl;('f{JJ,. Rl) D; [2l~..=~~.:;;,:::,="::i. ~1':ZIJtl)"ro/{~tmeTIOl('(w(K~A1; _--- l,,(D,lDl -= L. LD=_~ EXHIBIT 30 Bot Int 1 010 l th t.'" 1 l( I J: • It x' 4.

10 l( 5/16- lC .2,8 10 J: Va-:I: 93.5 x 5/15" x 193.2 6 l( 3/8" ,;.201.0 x 1/4- It 108.0 & x 1/4· x .}$,O fO l(S()r;·XX21i:: X I 31Jf':. J: 93.5 x 5/16" x :162.9 10,,3/8" l24!.2

-fl.-lOO

2'-!1"

F.a F>.

,-""'" (BY OTlOS)

_t"=(_~ ,,_..1 II.

MAIN FRAME ELEVA1l0N, FRAME UNE 2

" '" sas I---- t9CHUL.:re 8tJIL.OINOl, EI"'t"e'Tl!!M Inoo~~~~!:j:;g~47 ....

IICI::lPD:FRAME CROSS-S£CTlOH •

EXHIBIT 30 ""'"-, 1 If 1 lC ,.- l( 41 0.250 U5 10 If 5/16" l( 42.6 10 l( 1/2· If 93.5 o.J75 45.3 0.250 200.2 6xS/W l( 193.2 6 x 1/2")1; 200.6 ~ ; VA;·,; xl~fo 0.100 120.0 6 x 1/4" J( 355.0 0.164 2ID.O nANG[ BRAC£S~ ran (I oc 2) ~2.8 (:)~~(2)11rOSidfi 0.375 0.250 .w.J 10)( 5/16· x 5/10" x :!M.e l< ; ~: ~ ~}1~2 - 2X2XI!8 •

,'h- "

~

" b ~

.. ~

,,'. ,"'. """",/- - .. _.,1 " ~II " - " (~ ( "-~ MAIN FRAME ELEVATION: FRAME LINE 3

..,' 7 "''' 2 " Ill>

EXHIBIT 30 SfUC( PlATE I: lUI TNlLE ..... r Qt1 ,, Bot tol ,. ,"Olo l h x x 41 51'-1 51'-2 , , A325 >325 51.:: i· 3j4• 10 x 1/2" X 93.5 51'-' 2 .". 2" 8xl/2:x2OO,6 x 1/4" l( 355:0 18: ~:~~~r2

rB rB.

MAIN FRAME ELEVATION: fRAME UNES 4 & 5

., '"

EXHIBIT 30 • <. It 1 It 41.

6 x 1/4· x -42.6 6 t 5/1&" x 93.6 1/.4" x 195.4 It 6 x 5/W x 203.2- )( 1/4" X 357.9 6 x 1/". x 353.B FUJiG£ BRAC(s.: fB:u:: (I « 2) 8 x. 1/4" It 42.8 61t5/16·x93.6 (ir~~th~ (2) r.o SkIes 8)( 1/4" x 3629 8It 5/15· It 241.2

A - ZX2X14Co

-fHOO

,. ,,,,.1 CD MAIN FRAME ELEVATION: FRAME LINE 6

roo --- ,,,,,.."" POMT4:: APf'fIDVAl..

[8J o EXHIBIT 30 ~~".=§.- r J!HT

i----"""'---r~'·' 1f!t-r OOT-TO-«.JT Cf' rw ('.((~

J!HT ¥i1 I------=--r-=-------~-r------..l~"l:'-.-:.- - - -:- - - =-. ,- =: - - .p. - ~ :- ~r=: - -: .- - . ;:-I- : .-=- : .iril-~---::.----..;:-I----=--=--::.):r~;:-"-"I--.___,-....,.-...,._-.,._-I-+r-....;..Jioli..._+r__H ........ '............ .... ............ ...-/ !. =::==n====~ £-1 £-2 £-. £-3 <;-, <;-10 <;-11 C-12 ¢-13 Rll-l

iE+------------+--ll"-i>-~-~-~.::~"~""::',::..,-,-,-"'_-'l--+--fS'(Jj' rcR~O=)JJ!mi.1"-0 ---1--1-------, ............ G- 1 ..............

1.J;JI~Ji 2;12 [@]

I~===========__'_Il+--- Cf'£N fUl ;~~=s,e" 1H< C»Ll I I I

Lx K"-. --------------~~-.----.------.--~L--------------x-----------L Rf2-.x Ff1~"

SIDEWAll FRAMING: FRAME UNE C

SECTION "A" SECTION "8" "'''' lKlT1NJ 00fI CCl.. TO RlCl)f'RI,i,ECCt..llllH

di (2) til"' I,*·,u:s oot.'B Sf'J.C[l), 4'-Ot o.c.

('t=~-+:! .. ~",.

-It :}.~:: ~ l.•",:l! ?;'~~: SPN«>REl.~ (DY O~~ ~:~:~~:; S>NOlIl. OCAW t::~5i, ~;?:;~, ••.,::._~,: '- FVWL SAAC£ ~'-Ot (BY='~':;: " ~:-~;,'~, o.c. .. ~,,".< lfl1I;(I DT IW1D!

SECTION "CO SECTION "0"

WH) BENT DETAR- -- FOR PUMTt:N'PtltWAl. '"JlD !§f}§

EXHIBIT 30 ~ rW~.. r .~ m~Mr=·, r ., :1 '-2 ....'-5E-J H C-lO 11).25£\2 10.25£12 10.25£12 10.&'4 .,..,2 W12J;1& I Iff 1i G-lI 0-12 0-" ""'" .,..,2 lIl12xlG

I I I Rll-1 R01250

c====r=~~?f~?7=-~fr-~fr~?~~~~~fr~~t~~?~~r~?~=P: I : ~ "B" 'A' H ........... /,--- n..YlOC 6MCE I

I I OPfN fa:i lot:T...... 5TVOS NKM.16'-O (OYOl>£RS) ~jI0~~~~~----_~,,_ ": !

@'QD ~I ~~ -~ , - - " " I ," I I I I I I I "C' ><-J

roo 'f~~Oo'::sf ~('---------j-------------H+-C'f'f:H Tl« 00-+11-------------+71 I I

I--+"'---------------- I -------------- --------------..cr ---------------lJ RfJ-l Rfl-I ~-1 Rf04-1

SIDEWALL FRAMING: FRAME LINE S

SECTION "A" SECTION'S'

"'''' ocu WHJ Dr lXL TO IiU) fJW£ CQ.. .lli If di .,'-OJ: o.c. (OY';,~~---+:! (l)""J'll"""A325llO.rs SPACEO ',:«', ",..,

-1(--""" :),;: .~ ''':C,,~.: SP#llREl OCAY fS' cwo ,,<:< SPm>/ID.llUJ,l (SYOTMERS)'.,,-_w; ;)}.~; t:~?~i; fW;IX OOAC£ w.sot.RY ,.~~< :.,~.;~< • S'-Ot O.c. (BY Oll£JlS) ;~:> :,~;-~; '11,-

" " SECTION "C" SECTION '0"

.. n

WN:> BENT DETAL

EXHIBIT 30 .....---, ~-----------------------------------------------------------------------"~-"---------------""---,-"""""-,,-y,1_ E-9 IO.25EH 1'-0 E-10 10.25£1-4 G-21 WlOll12 G-2S Vi&:10

2'-J" <f> ~ I I fCfW....URN.lf: r-, I i~: I - -,£'T-"UJ" .. S1\IOS--+-, (BY OlH!JlS) ! I: "'''''''''- """ ii i """'''''''' H-o.O-C- U SECTION "A" SECTION "B" SECTION "C" r----I 1----1 Ilfl-lOl fI:fI-IOl RfI-IOl Rfl-IDl

~ ~ SIDEWALL ELEVATION: FRAME LINE A SlDEWALIL ELEVATlON: FRAME LINE D

r 1 "" 13';" ,.~

2'-3'

~

~ ~ "1-1 ·biS 1• ,. • o

SECTION T

SECTION "0"

ENDWALIL ELEVATlON: FRAME LINE 2 ~~~...:='~ NO. A 7 Col.'lE - ~lXlII fOOf'£JMT .t N'PROVAL ., " [2J o EXHIBIT 30 r1 _J'B~ _________ !f_~J· _ - ---=--1 lQ'-{J"

'co -- "'-0"0/0 ::rr""" mUll<, I r 19'-t il "b.. " fRAl.!£ liiJ'iK !fc:..l G-l G-2 I ~r--! "'"'6863 6lO!, waxlO 'llrBxl0 0-3 wadO .. 'A" 0-1.

0-15 G-16 wtOx12 WHM2 WlOx12

'" ~ '------- AnAO'WiT SCREW " I :~ ~,e.aW:~:jlmHoo..ls ,\."'t".rlY,t Sl.OT (lJ'l' OnlRS) !:. I rr~~WHWilll "o/'~,--i! ! ~. eN' It

(BY on"",~) ._.JL- I

~ !~ : ~ l~ II-'""T""","+-~ I ~ (2) ~ AJ~~ 1'."' m' ,0-, I I £C-2 -------------I EC-I (!fY8"o=)7 III

J BOlTS Jl: ... PLATt *.STf'fD£R ("'.5..t f.S.)

II fL.ANCEBRACt: ENDWAll FRAMING: FRAME UNE 6 ff· .""", (BY OTlfCRS)

SECTION "A" SECTION "8" SECTION "C"

..A 7 '"U12 n '" f§B§

EXHIBIT 30 r :.' N_.~--- n---- H .. i It::§" MJ"xU" llEB

r [C-, 6dlo"fl.AWG£S ut MJ"x11~'e ~< ll1 21)[-0 !f2" jfH! £c-. """""",, -·1/r-- J\I·ll.m~·WflJ [C-' "",""""" ~"1I11''IlEIl

" rD... " C-' G-5 c-< ...." 8X25212 8X25212

t-J" t-$' 0-1 0-8 0-11 0-18 ...." 8X25212 lOOSCl' lOOSCl.

0-19 lOOSCl.

0-'" 1ro5Cl< G-ZO/C-2S 0-" W'llM2 0-22 "'''5eH ~ 0-2J 0-2< 0-'" 12X3SCl<4 12XJ5C14 17J<J5Cl< 'C"' 11i;,lI,,\ ~ "-I.

l'- --- - - --.--. ------C·--------------,---.--.--·----·-.. -r -- --- -------- EC-4

ENDWAll fRAMING: fRAME LINE 1

r i SECTION "A"

I I ;::::-- - F)nc~ ,, I III II ~- . - --...; SECTION "C"

I I, , roo !, I I (UYOlt£RS)

i ~ I I O!'Off'*CW (BYOUOS) I I """ "'''''' ~YG1l<l!$)

!

II I I ~I I I

I SECTION "8" I I !

I I ___________L___ L ________ .l, I I I ) -------

ENDWAll SHEETING: fRAME LINE 1 2$CAf\M PAtEL - NMd Std Cdor f§f}§

EXHIBIT 30 -, '-7

~~~~*~~~-J["~:J~~~:W' SITG. .NG£, fttot. P8U S!»lT '-t-<-t-~-I--.'.SlJ'FIMR fW. DEPlH(lYP.)

=~~_-(2) .·_Kl~· A325 9CllS wi *-9£Nl1 --...JL.3S-2 A.r.r.

(2)"'''K~'A325 Ba,TS wi ...• 5l£M I: ~. ~.

ff

Wlbr.tOGUlDE """ (nP.)

,rlHElS -0

t_g" "-3': __ • ,0" III l ,'-0 .... 2'-0" f-;r , ' 1r-p l .. l..[ j '." SECTION ·X· SECTION "Y"

EXHIBIT 30 [ .,,'"

SECTION "2"

EXHIBIT 30 EC;;;7 wax1S EC..,8 'MIX1S 13'-§" EC-9 ~i18

r EC-10 VI8x18 EC-ll wadS

42" _--e::::c::::t:- -.:J.::~- _-:r--:::r::~ ::::__ ----- --- -~--::-:::I: -=:r::::.::.r~'::_-:r-- ....-----..-:::-_-r-:::-~..." ..~::c:::: ---:::-I-- - - - - - - - - - - - - - - - : _ : - -~~=- ..---J.:::::_,------.

2';..JtrC---- I -- // // ,,/ -_ I ---'--.~.:::. ":J' t-3· I--- ~ I r :r,1==c::_c:_E!!l-~.1!.·=c::_c::_:-_=-=-~_c::_-=-=-=-=-_~_~J:-=-_-._=-=-_::=.!:.:-:_:-:_=-=~_""~_~'-,,=~k-:_,J_~=--=_C::_:-_=-~-~~~C::_==~1 i I ~ -=-=- II i I ~ 1,1 ,,' ,,' 1,' : :

;; II I : :1 II , I I I II I---HII I , Ii I , HII - II , I , II II I I I II II , I I II " , I I II " I I I II II I I I I I II II II ' L L I +-~~~---~~-------~----I------------r--------------I---------- -,-------------I---~--------~-----+~~~ II II II II EC-7 EC-8 EC-9 EC-10 rt-ll

>- IS-'" ~1!"-."'----------------'81'-=.-:.!!' "".="-,o:.":=:=r .. ~=6" '--"ClEAA ~~J"""-6£' ...." ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' - - - - - - - - - - - - - - - - - - - - - '•• - ~:I_-'l""'-""" __ _

INTERIOR FRAME ElEVAnON: FRAME LINE 2 SPN«lREL SEAM HOT SH()IMol fOR Q..WTY

GUIDE BEAM PLAN: BETWEEN LINES 1 & 2

" RD Wld-Spon SiPI'M IltkJII Interior Header 8M To stub CaWooo Det. Exterior HoodM au To Stub Column Ott.

After Completed Instollotioo And All Flnol AdJusfments fkJ" Been Wode For Plum level, Field Weld S10Hed Conn",Hon. As per Shown.

HegdtrlGuidt System SuPPOrt Cross Section Hw4tr Welding RtoYiremtnfs

A 7 tM,t( - onowllOM roo I"EmllT 6:APf'RO'''''! " " 1'- • ( . 1'-.

! .: flbt,',<,J/lG'- .! ~ ~ STILE CD (1) 8" Slle C8 x 11.5 C6 x 8.2 STILE CD (1) ~ 10" Slie Cl0 x 15.3 C8 x 11.5 ... RdcrlQml).~ 8" Slle C8 x 11.5 C6 x 8.2 l1U Oft 12" Slie C12 x 20.7 Cl0 x 153 ,'SIII 111... 10" SUe ClO x 15.3 C8 x 11.5

-- 10"Slh ITA1'.

Tgp Trun AsS§mb!ey 12" Slie C12 x 20.7 ClO x 15.3 ("..W'""l SoHorn Tryss Whee! Wlfb Whul Pocket Top Truss Guid. SuPPOrt oeloll .... ( lop Truts Guide Pt1ql!

HS036

~ na".,.t.NI'(nllDlNttlNHOrfhlol.

H~T, .u A - - . f'C£ loIMOm Mt \fOT ~ 0tC.'l' ~1I4.C'fOIt~c.o.HKCCltIKOIlV.u

D~ EXHIBIT 30 ~:1W ~ l"dt.• kvjn '" lIMp..ad CflIM lb1lr SUt Of _ _ <:n4 ~ ct 1M ~ ~

I-- Vi"' .... lll4M 0- (' ....~ '" """ ""'" I l:f9'llWU-ot.,:g4corUd.

. ~I ...."" ./ 1J1t II ... - - I y ~ ......

J 12112'

141(/ lIl'.,. r_,. '-I WIlt "..,. I2c2'4:J . 11/4" Tat4.$_jw« dl2'"O£, Poor leg' End Stql Door Leg' RoB Dtlqll Northern Piek Up SntfID Ijf"Jl%"DOII

rr- - .- r- -r-n I~ I I !

I I J I I ~ I

I I

i i s ?O'-111/;-PWLeqfl!'dltl

wom ~....m,o ............ t.:ooliofl«__ -~w.-.Ml ~~y=?-~:'= HS039

..'" EXHIBIT 30 CD Vm1boetSt.:rftatl:t'QC.

CD SlIldi $cr.-a l2"o.c .... ..- G)Pilfldac...-, L21/ra,rr./'-1b f"lDjw/dbbtQ<n

!-_.I"::!-":--j ""';C--J.......1r:-....-...L-I " ""I'

I SH ueehoo Pkn

Soffit Sedlon Al Opening Header Door System Soffit Section System Boom Sea!

SOffiT PLAN: BETWEEN UNES 1 I< 2 2fi GA RfW SCfFlT

&Ct-tUL.T& Buu......t:>INCA tll'YSTe.MS .", li'600~~~m~H 1M 2t1~.l'J

EXHIBIT 30 ""'''M15'ItXIV~ .....

1_ ......

Q$kh::nk tAI lll'ImfW:%!

c-- ~Il Mto:!l~.~~./G""«pdu .. ~ 2) ~rrilf.C,Joq"'" h .....

Gi1 't-J . /"1"-_,,,,) {1 lit X .(lIi)

-- i:;;" _.

B..f Uplift and Woll Suction SIrgp Def"n, S0102 ..... strut purllo god Sporn Pttqll SO108 Girl J. Hot IloiIld Endwell Column C.noeclj9n S044 -- Eave Strut at Inf,rior Column S058

Cobia or Rod Brott to frome Coooecljon 5066 Egye roM! Supoort Dtfqll S0156

~ ...

A 7 SCHUL."T1!! EtULOtNO tiJ"'t'8TE!MS. "flO)"'=- rAJ:; ~~~.z:=' Hl.:lOUU'

""" ~ .. I!tl,J1·l'rl t ~ %)l.q,fcsW;.\rl 'ff."" .... .~~Qts ("'l L.--.I ~ ... .r-~5ef,I. "",," (2)li«d$T<bc

Iil7Jff_~ Griel'A" -........-. (,,- -2Mil,N SN(J4")

... lo! Side rID'!; TrW

"" (n ... _ . ~

~ (2)e-.,. (2)=t~ (J)m::. s.nn

$«:I{M") ~l (5)~,bv,

! Ib!c:2'liIl.l.tQ ~;(""'\.I:cI

~

. -:.4 :" .. ~-~: ~,~ (.I'..... -!"'- "'- .... , -- .,.,. ( i"o.c.j i'fM.... PQMI~ ('),.....

~t''''''u.

J ··~(~1 1OQlt:1'1IrI. \

Wind Column/Wjnd fmme Petoll S070 fastener location ·PBr PoMI of Wall TOl Rldae Poroo" 4: foscig Trim 19p5; T086 Pone! Endlqp Oetol! - VS-216 TOl71 Trim Lops - Stondard Profllt T085

..

~ E<:w. f'Nl.t ~'.' <4' (" 4" ..

...... .. .. -- .-.. .

OetQI'A' ~S!alll.iot (,,-

Downspout Elmtjon J Itr l 5 Jftf ld-fum T090 r9$'roef !.oc9tion ·pau" Poo,l 01 Roof T0155Y

MO. '" 7 ~It roo - l)(SIai!PTOl PrIUrlIf. /<i'Pfi.(NM" IY Ml

EXHIBIT 30 . /' ~ ._ ,-'~~> " .,.a. , ....... ~~"'l

t=~MIIIl'*.-.t~Wfli(dQ'd~..nxa.d""" l~~~Mt~~~f1a~«t;~~ J. r - t l Pf9 1Mb·lnto lMli6)t nI. '"'" '*'- .. ....... ~~t.t.wdoIt'*"'9"' . . ~ta. .. ftcq:tiIM~

Downspout 10 Gutter Atiochment OttoH DownsDOUf .strop "HQChmant 0e101l - PeR Exoonsion Eod Cgo Ammblr T095 T096 .. ll/'rx$J/f'~_ T098 T099 TOll0

[,ponvon RIdge Cop - Is-mtvs-216 High Em TronsUion PttoJ! - VS-216 Roof Pantl Stcllpns - VS-216 T0154X T0156 Tril>ltlpk lll Soom T0158

IY '"

EXHIBIT 30 .. ~"1m>= JiIrrl;i«San (It'ae.) :

~~ Masonry and ORen Trim Otto!!s - Stlow Eaye 10240 rs-3204jys-216 StooeJord Trim Petgl! T0291 Rjdge Detail - YS-216 T0157

Starting Rake Poton - YS-216 S~fIiI&.-~"(O\~) TD154Y

NO. A W,l£ - CIOCflIf'1lOH Fm PENTa: N'ffU1V11. " '" !§BS ecHUL.Te BUU.....J:::)tN SYSTEMS l7eOO~ ~.»u~iS1~7 '»I; U\~11U

EXHIBIT 30 DEFENDANT1S EXHIBIT September 19. 2012 As requested the following is a narrative of the process the PEMB has taken since contract. This recap includes the dates and tasks talked about by Steve Schiffman in our meeting Monday a week ago. It also notates for the record dates of other occurrences that have affected the time line.

Los Cerritos PEMB Schedule May 17th : Meeting with owner receiving commitment to go to contract. Mr. Lewis executed the contract sUbject to attorney review and issued instructions to proceed.

Discussion was held on the eave height of the ridged frame structure in relation to the tail height of a newer plane that was to be accommodated. Although it was the intention based on Mr. Lewis's commitment to the contract to issue a purchase order on the metal building immediately, the analysis of the newer plane requirements put this in abeyance.

May 21 st: Owner's attorney with held contract signature page until contract legal ease was completed May 31st: Contract executed signature page signed by all parties received June 15th: Receive instructions and height to raise rigid frame structure eave to accommodate newer plane.

June 21 st : Completed discussions with the building manufacturer in regards to eave height change June 21 st: Issued purchase order to the bUilding manufacturer July 7th : Released order for embeds based on information to date July 25th : Received the PEMB shop drawings

July 31 st: Received shop drawing approval with notation that they were SUbject to other architectural revisions. Manufacturer requests notification of any other changes.

Aug 6th : Change of block wall height forwarded to manufacturer for load and reaction analysis Aug 8th : Manufacturer responded to reaction and load analysis of the wall height change Aug 10th : Manufacturer instructed to start detailing shop drawings

EXHIBIT 31 August 20th thru August 23rd: Poured foundation Aug 24th: Anchor bolt as built survey completed and provided to manufacturer for detailing September 20th : Anticipated date for detailing to be completed and building main frame to go into manufacturing October 15th : The anticipated date that building main frame will be delivered to site.

We are working towards getting the paving prepped and poured in the next few weeks and the septic system is scheduled to be installed at the end of this weeklbeginning of next. The remaining trench drains are to be set by Monday.

Respectfully submitted, Jack Green, Project Manager DEFENDANT1S EXHIBIT ·32 Page 1 of 4

From: John Grable [[email protected]] Sent: Wednesday, September 19, 2012 8:36 PM To: Steve Schiffman; Jack Green Cc: Matthew Martinez Subject: RE: Los Cerritos

From: John Grable Sent: Wednesday, September 19, 20124:28 PM To: John Grable Subject: Re: Los Cerritos Steve and Jack Thanks you for the report!

I am thinking this must have been a real challenge as it has been 10 days since we met to discuss the project schedule changes at GC offices.

We knew from the following events that a revision in the original project schedule was eminent after a positive Uvalde site visit with Rod on August 9th Jack stated that the building delivery was 3-4 weeks away - then on September 7th the building delivery was now another 4-5 weeks away and was counter to everything I had been told up to that date.

We just need a record to reflect reasons why - as the history of feedback since May - have certain events have affected the schedule and the answer has always been - no we are on track with original schedule -this is then recorded in my weekly reports. I needed your help to explain this sudden change 4-112 months into an 8 month project after being told schedule has not change.

Did not leverage your draw request as I had already submitted that for approval without your written response - my original request to Jack was to explain the sudden change in the project schedule during this draw request approval process by including your written explanation. But I could not wait any longer and moved forward. .

As you can probably imagine this was a big shock to Tom and I and we were just trying to manage this important detail change from our end of the table....that is all!

Thank you for your offer to assist in changeover of material board but I was not so inclined to go throw another painful episode to get this produced as I assumed you needed all that time to deliver this report.

This is why Torn and I took charge of the material sample wall change over to promote a positive flow of information to the client. We know how important it is to stay ahead of the process with respect to flow of positive information and do not want to deal with repercussions if we don't.

I will be sending you additional information for pricing of the new wood siding material as the ply boo has been rejected due to poor performance of product.

We believe we have a good alternative for our client and are excited for him to review for approval.

Thank you for working hard on pushing your metal building supplier to deliver this critical path item t Glad you are committed to the project!

Is it safe to say that for the month of September SBS field work for the project includes: 1. remaining tench drains are to be set SBS 0686 file:IIZ:\Los Ceritos\Grable memos\RE Los Cerritos.htm 9116/2013 EXHIBIT 32 Page 2 of4

2. water curing and foundation form boards removed 3. septic system to be installed 4. conducting inter office operations toward getting paving prepped and poured in the next few weeks (not the concrete apron at the front door) Thank you for all your hard work and dedication Best John

Sent from my iPad On Sep 19, 2012, at 9:35 AM, "Steve Schiffman" <[email protected]>wrote: John, I will be glad to get you guys any information requested and also to continue working with you guys on the site material mock up. Please understand that Jack is still in the lead as project manager and he supplied both you and Tom with the updated schedule that was requested in the meeting. If you want a narrative then I will have Jack provide one. That is simple. It is unnecessary to iterate your interpretation of my responsibilities and to tie a simple report to the draw. Tom does not have to take over any perceived SBS responsibilities. No requests have been received to my knowledge for any assistance. I will discuss this directly with Tom. Communicate what is needed with reasonable time to respond and we will do so. SBS will gladly provide anything necessary to service the project or your firm. We have been working daily with our supplier to make things happen on the building fabrication and to reduce time lines of construction. SBS has a vested interest in doing so. Call me for any further discussion.schedule Steve Stephen S. Schiffman President - SBS Construction Scenic Loop Road Boeme, Texas 78006 210.379.7708

On Sep 18,2012, at 11:07 PM, "John Grable" <[email protected]>wrote:

Gentlemen We processed the draw request and co #2 Stephen Since you took the lead on schedule adjustment changes Please address in writing exactly what you stated in meeting with Tom and I Jack was silent as you did all the talking I want you to put in writing exactly what you said SBS 0687

file://Z:\Los Ceritos\Grable memos\RE Los Cerritos.htm 9/16/2013 EXHIBIT 32 Page 3 of4

We are on high center until you perfOlID You took the lead in scheduling meeting not Jack Tom is making changes to site material mock up so you can focus full attention to this past request Respectfully John John Grable FAIA www.johngrable.com Begin forwarded message: From: Thomas Pittman <[email protected]> Date: September] 8,20126:25:58 PM CDT To: John Grable <[email protected]> Subject: Los Cerritos Hello John, I am in receipt of your letter from Jack Green regarding the schedule response. However, it still does not address what we are looking for. Let me try to make this clear. I want a detailed written explanation as to what the specifics were that impacted the schedule regarding the PEMB building. It simply needs to be the same response and reason we heard from them in our last meeting.

The rain delays and the supplier issues are academic as to the impact of the PEMB delivery. We recognize these delays to an extent and understand how they can impact the schedule but we still need to have a record of the delays on the PEMB. This is not meant to be a negative thing or an attempt to assess blame. It is simply something we need to have in our files as a form of documentation. Furthermore, in doing this we can have a record of why there was a delay because of changing the building size etc. I don't want to have to reconstruct this at the end of the project when we are asked why we missed the original completion date.

I'm sure SBS will do everything possible regarding making up days on the schedule. Please keep this email between us. I don't mind you sharing concerns with SBS but his email needs to remain confidential.

I hope this helps.

Regards.

SBS 0688

file://Z:\Los Ceritos\Grable memos\RE Los Cerritos.htm 9/16/2013 EXHIBIT 32 Page 4 of4

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT. 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIViDUAL OR ENTITY TO WHICH IT is ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFiDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. iF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THiS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

SBS 0689

file://Z:\Los Ceritos\Grable memos\RE Los Cerritos.htm 9/16/2013 EXHIBIT 32 Page 10f2

From: John Grable [email protected] Sent: Friday, October 19, 2012 7:27 PM To: Jack Green; Steve Schiffman; Tom Pittman Subject: Uvalde Hangar What are you guys doing?

No responses No reports No performance Need too discuss tonight when i land from Chicago!!!!

Taking off now John Grable FAIA www.johngrable.com Begin forwarded message: From: Rod Lewis <[email protected]> Date: October 19, 2012, 7:21:58 PM CDT To: John Grable <[email protected]> Cc: Thomas Pittman <[email protected]>, Parnak Charkhchi <[email protected]>, [email protected]'" <[email protected]> Subject: Re: Cowboy House - Additional Drawings I will be standing by John. I also went by Uvalde today to check on progress. We still have not poured the slab to ramp area. I was asked to sign another draw request, but don't understand what they are drawing upon as there has been barely any progress since the original slab was poured I'm guessing 45 days ago now at least.

Can you explain why I would be asked to pay additional monies now? Thanks.

From: John Grable [mailto:[email protected]) sent: Friday, October 19, 201206:58 PM To: Rod Lewis Cc: Thomas Pittman; Pamak Charkhchi Subject: Cowboy House - Additional Drawings Rod, Conference in Chicago very productive and inspiring, team continuing to move forward on single Cowboy Housing. I have attached additional drawings which show development of project, including cost efficient removal of Main Kitchen Laundry east porch as discussed in previous emails. The complex is really developing, bare necessities combined with elemental materials will tie together beautifully with the land!!!

will send renderings showing material pallet as well as additional images from Terrell Hills project showing stucco finish Respectfully, SBS 0690

file:IIZ:\Los Ceritos\Grable memos\Uvalde Hangar..htm 9116/2013 EXHIBIT 32 Page 2 of2

John

JOHN GRABLf JOHN GRABLE fA.lA ;;2;' .k.uslm HIo'q It] San {\111011 If.\., TX i5~"09 D 210.820.l3~Z I 2)0,320.333"1 www.johngrable.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OFTHIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOUl

SBS 0691

file://Z:\Los Ceritos\Grable memos\Uvalde Hangar..htm 9/16/2013 EXHIBIT 32 DEFENDANT1S . EXHIBIT Task Name ·SingleSlory'fiingir (t 2,BO'Ofsqu.;:eri Dur.>lion 1"iedays .\a" Th'u'oU2S'112 Finish 'Mon f2fjiJ12 ear Genua. CondHlons 31 days Wild 6/2112 Frifi/22112 Recelvo nOtice to proceed and s9n contract Soars TI,u5fJ1/12 Mon 6/04112 Prepare lind submlt project schedule 20ays \tVed5J2112 Thu513112 Prepare and submit sdledule of values 2deys Thu5131/12 frlS11112 otXzln building peT'l'Ol\s. 20ays Tue615l12 V'JedSI6/12 Submit preliminary Shop drawings 2wks Mon 6/11/12 Frj 6/22112 long Lead Procul'1!!ment Uday-s: 11'lU~6/12 TueltrTIt2: 27% Submit shop drawings and ortle-rlong lead lteffi:l,· steel 2wks Wed 512i12 Tue s115ff21 Submit ShOp drawings and long lead Items- slorefront 2wks Thu"J26112 Wed 519112 Submit sl'1Cp drowlngs and Older long lead Itams w plumblllQ 2wks Tue 5129/12 Men 6/11112 ~ Submit shop drawings and order tong lead lIems • electrlc 2wks :ruc5f29112 Man G/11/12!

" .. "-jr'-' v ' Submit shop dl1lwkl\JS and order long leed items - HVAC Detail. fabtlcate and detivcr steel 2wks 12wks Tue 5129/12 wed 5/1.'12 Mon 6111/12' Tue&nt12 15 Mobilize on Site 5day$ rue G/5/12 Mon 6t11112 10-- lnstaillemporary power 1 <loy rue6f5l12 Tue615112 17' ../ Insiall tempomry water service 2 <lays Tuc6/S1t2 Wcd6,1Y12 16 Set up site office 2(13)'5 ThuSn!12 Frie/6/12; '19 Sct ~ne and grade benchmarks 1 ClOy MonBf11f12 Mon6l11f12 20- Sfte Grading end Utllttle$ 2.1 days TU6G112J12 Tuo 1110(12 i 21 Rough grudc site (cut end fill) 2Awks Tue 6112112 Wed6fl7l12! "" m lnslall stormdr.llnage 3 <lays Thu 0126/12 Mon1W12 i >< :c -2'.,f P"""""finllll1l<l1"'dil1g Erect bulk:ling batter boords and layout buildIng days wk Mon712J12 wed 71.1,/12 Tue7f3J12 Tue 7/101121 ffi 25 .~- Foundations Excavale foundations Z5 days wk Wed 7/11/12 Wed 7/11/12 Tue 5/14'12 ' Tue 7117112 i =i 27 Form column pIers 1I.f\d spread four.dalbns 3dll~ 'Ned 1/16/12 Fn 11'20112 ~ W 28 B Rough-In electric aoo plumbing 6days Tua 7/17/1'2. Tue 7124/12' W 2. Sel relnforclng and anchor bolls 3 days Mon 7/23/12 wed 7(25/12 ":iO~ Pour column pie~ end fol.JfldaUons 5 days Thu7126/12 lMld 6f1t12 ·31 Inspect plets pnd foundations 2days Thu 6/2112 Frilll3J12 --sr.' SlIiO_P'-4r.d_lofl_ 7doys Mon8/6I12 Tue 8114112' 33 Sleel Erection 4S days Wed 8/16{12 Tue 10/16/12 3i Erect steel colUmns, beul"fC'; nnd Joist * lsI and 2nd noors 3wks wed 8/15112 Tue9/4/12 35 ttc;taU ~OO$lfon lind brlrciog· lrotMd 2nd ~ 2Wk$ Wed 9/5/12 Tuu 9116/12 i lnstallmo! 2wks \/V-ed9119/12 Tue 1012/12: Install stein;: llnd mlscellal1eous melal 1 wk Wed 1013/t2 Tuo 1019/12: Touch*up paint on steel lwk 'Nl::d10/10112 Tue 10116/12 j carpenhy Wor1< 10 days Wod10/3/12. Tue 10f1Gf12 ~ Install exterior sheathing Dnd metal studs 2wks Wed 1013112 Tue 10/16/12: M4SonryWOfk 41 dlllys Tuo 11/12/12 TUt! 1011/121 Rough.1n plumbIng at toilets and masonryW<lI!s 1 wk Tue 6112/12 Mon 6116/121 Install extenor masonry work 6wks !Ned 6/15112 Tue9125/12 In:>talltUe to toilel rooms 1wk Tus6/19/12 MOn 6125112

..

Clean masonry Clean tollel room 1110 wk 1wk VlJed 9126/12 Tue 6126/12 lue 1012112 Mon 7/2112'

-..- PavIng ins\al\ Wf'Cl"ele taxi«.y tidays :)onys MotlMi/12 Mon'aJ6J12 Frr 8110/12' WedB!&I12 Q%

Page 1

SBS 0699 _ _ mdMmfrontclowtU Install interior stud walb and drywall InstaU Interlor doors and hardwere DuraUon ,. -2dayi days wI<> wk - -WMikr- Wc<llllZ$Il2 \\\l<l1013N2 wed 10124/12 1MtoIl_~"""lIDd"'~ 2w1<s wed 9126J12

~ "5"6 _GlI<I_ Bulfdlng Finishes Install: rrdltwod:; '00 wood trim 1'....

JOdays wk 'wk Wed10124/U V'Jed 1 0124/12 'Ned 1m'1112 $7 I(lst." wrnJult at cetling plenum space , wi< Wcd10f.24112 ~5B Install duct III ceiling plenum spaca ,wi< \\led 10131112 Tu.

59 Install celi1ng grid 2 wi<> wed llf7/12 Tue 10 Inslall ceiling tile 2 wI<> Wed 11121112 Tue 12/·4112: 61 P8fntConerete~oors 2 wi<> \'M11121/12 Tue 1214112' Install hardware and aCO!ssorics 1wk Wed 11f7112 Tue 11/13112; Plumbfng 15 days Wed101Z4I12 Tue 11/13/12 Rough·tn pfuml,}lng In dfywcll walts 1 wi< YVed 10124/12 Tue1013Of12, Set plumbing fIldures and 1rlm 1 wi< Wed 10131/12 Tuel1~2' Flush, lesL BOO clean sHP!ng and rodures 1wk 1Ned11f1J12 Tue11113112; Eluetrlc:al 121 days. Too 1/12112 Tuo 11121112: Rough-In eledrtealln misonry waNs lwk Tuo6l12112 Mon 6/18112 m Rough4n eleetricalln dry.vall walls lwk lJVe:d 10/24112 Tue 10130112; >< :::I: PuU wire In oondulland set area transformers In5toll.nd lermlnG'to eiedrlcaldevices wk wi<> 'Ned 10131112 Wed 11f7112 Tue 1116112: Tue 11120112 1 Mak.e electl1ca1 termlnlll!on~ for HVAC equipment 1 day \/Vad11m12 Wed 11nN21 (II Inslalllight f\)1ufUs - tost ood clean 1 wk Wed 11121/12 Tue 11/271121 -I Heltlng and Ventilating. AC SO days Wed 9126f12 Tue 1214112!

Rough-In mectnanIcll1n m.1sonry walls 1wk lMKt 912G/12 Toe 1012112 1 W W Rough-I" mectlllnical In drywnn walls 1wk Wed 9120/12 Tue 1012/12!

Install duct In btJlk:Ung cllase lwk Wed 1013/12 Tue 1019/12; Set tiVAC trim end test and balance system 2m. \\led 11/21/12 Tue 12J4/12 1 Flnat Clean-up and Oc.c.upancy 35 dlya Wlllld10/24112 Toe 12111/1% I Install carpet lwk lJ'kd 10124/12 Tue 1O/3Q/12 FmalClean "days W.d 10131/12 Mon 11/5112 ~<!<bI1ol!omb<lilditlQ'O<l~IMl~ "days Wed 1215/12 Moo 12110112

-_ - SubstaoUlli compieUon dote 1 day Tue 12111112 Tue 12/11/12 Complete Final Inspections 3 days Tue 12111/12 Thu 12113/11 Perform afctltlecl'5lnspectron 1 day Tue 12111/12 Tue 12111/12 Perform ~f btlildlng llgMCY inspection 1 doy INe:d 12112/12 \f\Icd 12/12/12 .............

Complete punch list Items rrom ad lnspecUons day 2wks Thu 12/13112 Fri,2!WI2 Thu 12/13/12 Thu 12/27/12 Obtain certificate of occupancy 2doys Frl12f28112 Man 12/31/12 Issue final compierlOll documents Indudlng wBrranlles 1 day Fr112128/12 Fri 12128/12

Page 2

SBS 0700 !

10 10 lTis,kt-lamo: ~P!'- ~ Slart Finish I!l2 I!l2 MG 1113 f skijjlii slory'HilnSO,"/f:i;'''i ''lW!rOil' -lit-diy" "'Th'1J:ti26/12 Mon'12J3'1112 General ConditIons 33 days Wed 6/2112 Fri 6/22112.; .. / Receive nollce to proceed and sign contract 3 days Thu5131112 Mon 6/4/12' Prepare and subm~ project schedule !3 2 days Wed5f2/12 Thu 51J112 I ./ Prepare and submit schedule of values 2 days Thu 5131/12 Fri6/1J12\ Obtain bulkilng permtls 2doys Tue615/12 ../ Wed 616/12' ../ Submit prcnmlnary shop drawings 2wks Mon 6/11/12 Fti 6/22J12!

Long lead Procurement 1-4 days Tho 4126'12 TLle 117I12 @j Submit shop drawings and order long 1e8d ttems ~ steel 2wks WedSl2J12 Tue 5/15/12 10 E3 submll Shop d~lngs and long lend Items ~ storefron! 2wk' Thu .126/12 Wed 5"'12: 11 ..,/ Submit shop drawings and ardor long lead Items· p!umblng 2wks TucS12.I1112 Mon6111/12; 12 ../ Submit shop drawings /Jnd order long Iesd kerns ~ eledJ1c 2wks Tue 5129"2 Moo 6/11/12' 13 SUbmit shOpdrawings and order long lead Items· HVAC TueSl2ef12 ./ 2w"" MOI16111/12: 14 OeUlil, fabrlc:lle and deliwr steel 12wks ~d5/16112 TucSf1l12 15 Mobllizo on Site 5duys TUll E/S/t2 Man 6111/12: 16 Inslall temporary power t day Tue6/5I12 Tue6f5f12 i 17 ..,/ Inslalllcmporarywulerservicu 2 days Tue615J12 V\lcd6t6/12 , 16 Set up site office 2 days TllU6fi112 Frt6lBf12i 19 StIW"""Qf"lcl _ _ 1 day Moo 6/11/12 Mon6111112 20 Site Grading and UUlltiet 21 days Tue (/1%112 Tue 7110112; 21 ~ Rough grade site (cut and l'iIQ 2.4wks TU86/12112 Wcd6127112 I m 22 InstaU storm drainage 3 days. 111u5126/12 M011712112 i >< I Purlonn flllar :;~e grading ElCl..1 building batter boards lind layout bUilding days lwk Mon 7/2112 Wed7W12 Tue 713112 Tue 7110112 , 25 Foundations 25day$ Wud7/11112 Tue 4/14/12 I OJ 26 Excavate foundations 1 wk \fI.Ibd7/11112 Tue7f17112 -I 27 Form column p1!lr3 and spread foundations 3dlly$ Wed 7116112 Fri7/20/12 Rough-In electric 8M Plumbing Gdays Tua 7/17/12 Tu07124(12 W 2' 8 Set reinforclng .lind llllchor bolts Mon7f23112 Wed 7125/12 W 2' 3dllyS 30 Pour column piers and roundallons: 5 days Thu 7126/12 Wed 611/12; 31 Inspect pietS 000 founclallons 2 days ThuBI2J12 Frl813/12 32 S1I1p-r>l<I..... ""'...""'lI:<m< 1 days Mon 610112 Tue 8/14/12 33 St.e. Erot1lon 4Sday. Wed8f1G/12 Tu.10116{12 - - - - - - - - - - - - -• • ' 0% 34 Erect steel cotumns, beams and Joist-1st and 2nd floors 3wks Wcd6115J12 TueG(4112 .~.

35 Install mlscellaneous Iron ~nd bracing - 1s1 and 2nd noorn 2wks VYed9/5112 TlIe9116/12.

36 Inslall roor 2wks Wed 9/Hl112 Tuo 101:2112' 37 kutaHstaks and ~$ nmtal 1 wk 'Ned 10f3112 Tue 1019/12 36 Touch-up pillnt on sleel lwk WflclfOJ10/12 Tue 10116/12: 3. C.rP1lntry Work 10 days Wed 10/,3/12 Tue 1011$/12 40 Install exterlorshealhlng and melal studs 2wks VVed 1013112 Tue 101161121 41 MuonryWork '1ooyz: TlHlll12J12 Tuc1012l12; 42 Rough-In plumbing at toilets and masonry walls 1 wk Tuc 6/12/12 Moo 6/18/12: 43 Install exterior masonlY work 6wks Wed8J1S112 Tuo 9125/12 « Install tile In toilet rooms 1 wk Tue 0119/12. MOil 6/25112 45 Clean masonry 1wk Wed9126f12 Tue 1012112; 46 Clean toilet room life 1 wk Tu06126/12 Mon7/2112 47 Paving 6 days Man Mi/12 Frl 8110/12 '8 Install ooncrete taxiway 3 days Mon 615112 Wed 6f6J12

Page 3

SBS 0701 49" ! Tas~Name ins\itrt cOncretedrtYes I Ournl1on :tCiays.

Start -'Thu819/12-~ .~ ).W mow. so WindOVl wall and store froot c:tO$Ufl!! 25 days WedSl2Gt12 Tut 1G130f12 51 I"stan interior stud walls and drywall 3wk:s \Ned 1013/12 Tuel0123112 52 Inslan /nlel1tJr dot:ir.l 3nd hardw1ro lw. ~dl0J24f12 Tue 1013Dn2 S> Install store front doors and hlll'l::1Waro 2wkS Wed 9126112 TUl'tl0J9/12 54 BUilding Fil\ta:hf!s 30 days Wid 1012.4/12 Tue 12J.tI1Z 55 lMWI~I1I1ll_ll!l11 1 w' \'Ved lOJZ<1/12 Tue 1Of.30/12 se Paint wafls and woodwork 1 w' wed 10J31N2 Tue 11/8112; 57 fnsta~ conduit at ceiling plenum $paoe lwk wed 10124112 Tue 10130/12 5B Install dud 10 ceiT'mg plenum space 1 w. Wed 10131/12 Tue 11161t2 59 Instal! ceiling grid Zwt;s Wed l1nJ12 Tue 11120112· 60 Ins!s" ceiling me 2w'" Wed l1f21112 Tue 12141f2; 61 P4inlCcncrtlefoot':s 2wks Wed 11121/12 Tuel214112 1 62 lMWI!lot1lwI!Olltld~ lwk "Wed 1117112 ~Tue 11/13/12, 63 PIUfllblog 15 days WlIld 10124112 Tue 11113112 B, Rough,,!n plumbing In drywall waRs lwk V>kd lM!-tJ12 Tuo t0130112' .5 Soll'bnbln!l ~ Iltld ll!l11 lwk \Ned 10131/12 Tue l1Ja112 6. Flush. test• .ond dean piping and fIXtures 1 wk Wed 1111112 Tue 11/13112; 67 e"'ctrfca! 121 days TUG Gf12112 Tile 11/27112 •• Rough-In 4ledrical In mllSonry .....ans Rough-tn (!lectricalln drywall walls lwk TueG/12/12 Mon6l10112 m 69 70 pun wire In eondurt and set area trnnsrormem 1wk Wed 10124N2 Wed 10131N2 Tue 10130112 Tue 11/6/12 ~ >< lwk 71 Install and terminate eledlical de'kes 2_ VYed llnl12 Tue 11120112' J: 72 Make eledrlcallenninalkms for HVAC equipment 1 day Wel111nl12 VVcd 1 1m12 ~ t to 73 lMWIll!Il11lblU!ti·~lUlIl_ lwk lJIled11121t12 Tue 11f27112 ' 7' Heeting and VentUatlng ~ AC 60 days Wed 9126112 Tue12J41U· -i 75 Rough-In mecharncalln maSollty wafls 1 wk \/'kd9f26J12 Tue 1012112 W 76 Rough-In meclronfcalln drywall wallS lwk wedQI26112 Tue 10J2112 W 77 Install duct In building chase , wk Wed 1013112 Tue 10/9/12 76 Set KVAC tom and test nOd balance system 2wks 'Ned 11121/12 Tue 1214/12 79 Flnal Cle:an.up lind OCcupancy 3S days Wed 101%4112 1\.16121111U BO Inslall carpel 1wk Vied 1012-1/12 Tue 10130112: 81 Anal Cltan 4doys Wed 10131112 Mon 11/5112 ~ 82 RcTTiQV\1 debris from buliding and do tlnel dean-up 4days wed 1215/12 Mon 12/10112" Tue 12111(12 .3 S SubslanUeI completion dole 1 dey Tue 12111112 64 Complete Flnallns~ctlon, 3 days Tue 12111112 lhu 12/13/12 86 Perfl>(ffi architect's Inspection t day TU612111/12 Tue 12111'12", 66 Pcdonn 1oC31 building agency Inspedlon 1 day Wed 12112/12 VVcd '2112112 '7 Perfonn Are Marshars Inspection 1 day Thu 12113/12 Tl1u12113112; 66 Complete punch list kerns from un InspedklnS 2wks Fri 12114/12 Thu 12127/12 l 69 ObtaIn certificato of occupancy 2 days Frl12r.26/.12 Mon 1213111:2 PO% 90 Issue fJllol eOlTlfl4etion documents Including warranties 1 day Frt 12128(12 Fr112128112 ~O%

Page 4

SBS 0702 DEFENDANT1S EXHIBIT From: ~.<[email protected]> Sent: Tuesday, September 11, 2012 6:48 PM To: ~ Cc: Subject: Schedule Attachments: Schedule Revised by SSS 9-10-12.pdf

John/Tom, Please see revised schedule, lISmg• •liiD~mars:~i;!nel!j!J~lElIt~~liYIiEf!1JiJ:UI' Let me know if you have any questions.

Thanks, Jack R Green LEED Green Associate Project Manager IBusiness Development SBS Construction and Development Scenic Loop Rd Boerne, TX 78006 '10-789-1898 cell 630-981-5308 fax

EXHIBIT 34 DEFENDANT1S . EXHIBIT IratkName Singl~ StOfy tt3ftQ4f (1UOO) squme ft 51." Thu4l2/J{l~ Finish W<ld1130113 4Ii5 General Conditions w.dSfll12 frie@ii Recalve notlco to proceed and sig(\ centrad ~nu>'31tl? _llI4i'~ Prepare and submit project schedule \Vlld5>2i12 Thu 513/12 Prepare and submit schedule 01 values Thu5l3t112 Frl6/1l12 Oblaln bUilding permlls TwtSt'5f12 Wed 6/6/12 SUbmit preliminary Shop drawings MonG/11/12 FrI6i2:2/12 Long lead PrO'.:utumtln\ 126 dINS? ThtJ 4/26112 Tho 1MBI12 Submit ~hop drawings and order fong lead items· sleul S1 d5Ys? Frl6/1S112 friB.'2411l!

A.lbc height 01 bulkilfY,J 5 days? ' Fd6l1!Y12 TIlU6i21112 Isstit! building purchi1:'.ic order 1 day Tue7f24/12 Too 7124/12 AecQive shop drawings 5""",1' Wed '7/2S!12'- T~1J31i12 13 ../ Change mol design 3llay> lOOn 8!5112 Wed818il2 -100" ..,I B AnchQr belt sUfvev/as-built Submh ShQP drawings illld ior,g ioild :tOlTel· 51orefront 2"" Thu ij/2al 12 ihu<i2IlJli Fri8i24/12 ';-'''edfioWI2 I. ..,I' Submit stlCP drawings and order lang lead items - plUmbing Tue 5/29/12 Mon6i11/12 ~~~17 -./ Submit shOp dmw1nos and artier long lead items· eleetnc fue5/2S/12 Mon6l11112 le ..,I Subm\\ snap drawIngs ana orner long \e~d nr;ms • H\lAG Tue 5;2S/1i~ o~ MOnsJ11iiz [23 Octail, mbricme and deliVer ::>tee! FrlBJ24112 Thu lot1tv1Z 2"0 Mobilize on Site 1u06(5/12 ,'- """,ilni"l!

21 lnstaillemporary fXlWet Tue"6l5/12 "Tu06l5,112 -2'2- Install lempOlary water serviC" Too 61'5112 ..,I 20>\'$ WodQ.'6!12 Zl SC1l.Jpsi'lC o lfiCC ~llay> Tho 6,7112 FrtGi8t1~ Set Unc and grade benchmark:; 1 day r-.ion6f11/12 """'611m2 m Site Grading i'md U1iHties 21 day:> I. Tuu 6(12112 TUD 7/i0/12

>< ::r: Rmlgh grade site (cvt and fiKl~ IMlalls!onTl jalnw,.J<t 2.4~s days tUQ 6/12,112 - Wc<iv.mii Thu6128112 Mon712!12 Perform nnal s~e gmdlrm 2 days Mon 712112 Tue713/12 OJ Erecl building batler boards ar,d layout bUilding 1,", Wed 7I4112 Tue-7/10J12 ... . . ..,0% -t FoundUllons 38dlt)'$ Wed 1/11(12 Fri 6131!12 w Ex<'"-avale fOlJl'1dations Farm column plels and spread Inundalions I'.... 'wcd'!i1i/12 Wad 7f18/12 fllO Ul1h4!' Fri7/20l12 CJl Rough-rn electric and plumbing Tua 7/17/12 SE1 lelnfofdng 8:1d aflChor bOlts Mon 7/23/12 Pour column picm and 1oundations TucSil4112 Mon8/20112 Inspect piers and foundations 2 days Tue 8/21/12 WedS/22/12 Slrip column piers and loundalion larms 7 days Thtl8!23!12, fri8l:l1lf:i Steel Erection 30dDY" FrllDmm2~ Thu11129tU Elect steel columns. !:xIams 'and joG! - 151 anti 2ndfkltJIS 2 .....\\5 Fri 10/19112 Thu t1f1i12 Inslall rniSGcnilflCOus iron and bli.lcinu - 1st and 2nd 110015 1 wk, Fri 11/?J12 Thu 11/8112 Installrool , .....k Fn11i9l12 Thu 11/15/12 InstaH stairs and m!scallanoou5 metal 1 v..k; Fri 11/16112 Thu 11/22112 TOllCh·up painl on siool 1 Wk' Frll1/23'12 Thu l1f",t9!12 Carpentry Work lOdaya Fri11J16/12 Thu llt29n2 Install exterior sheathing and mErta! studs 2 ~...ks Frll1i16112 ihu~lilt9l12 MasonryWo", Mdaya' Tu06/12112 Frl'10i$f12 Rough-in plUmbing at lollets and masonry walls 1 ~, Tuo 6/12112 Mon6!1Bltt! [nslall oXlcrior masonry worn 4v.-Ks Mon 913!12 Fr19i28/12 InSlallll!e in 10ilel tooms 1 wk' Tue 6/19/i2 Mon tt25112

PlOjecl: Gomm<:rcial COIl::;IIiJ<;..1ion D~lc- T,wS1l1112 Crilical Cri\\caISplrt Tad<

Task. Progress Ekist:\im! spr~ a.:isEilirm Milestone <> Page 1 MiloS'lone •

::::: Progress :l::'lIi:!!II:;O,:,jH:Ili1:h,:hll:I':"" Project Summ<lry;

::::: :~'::OM :== .. OoadJinc - CklanlOllm roomtila Paving lrrstall concrow laxtviay lr.slall concreie drives 4115 4/22:'4/29 5t6 Si13 ~So'27 6!3 6110 6ft7 6f24 7/1 71a 1 7/15 I' 7/22 7129 a:5 8112

Window weiland store iront clOlWres InStall interior stlO waWs and drywall

Building Finishes Install milMlolk and wood trim Palnl walls and woOdwork 01mtal1 cendUit'atcclbng plenumspacit Ill3lall dUd in ceiling pkmum'spacc-

lnslalfcclrtng tile Paint Concrete floors IrtSlail hardware and acc-:essor'ies" Plumbing Rough·!n plumbing in dI)WaM ;.v<llb Sel plulnbing llXlurei arid rf,m " Flush, lest, and cloan plpih9 and fixtures ~, Rough·in oleC1rical inmasorny walls Rough-In. el¢ctrical In drywall waIfs Pull wire in C{)ndult and sel area transformers InSlall and laiminalC electrical devices. ,,\ake electrical terminations for HVAC eqUipment lnstallllghl tbctures - lcsl and clean 1 Heating and Ventilating· AC G9 day$.

RouQh:ln mic-hanlcalln masonry waRs 1 wk 61 Rough~lti fl'leChank:at in dry-uall walts 1 "« 82 Install dLtCl in building cha:,>e 1 wi< Sel HVAC 111m and test and balahCe system Final Clean-up and Occupancy tnstallCafpl;l FinaiC!can Remove di>brls from buildil'\J'and do final cloan·l.P~ Substantial completion date Complote Final tnspe..:t1ons Perlorm architect's insPection Perform local buflding agCfl~ inspection Perform FirS Marshal's Inspection 93 CcrnplCiC punch lis1ltems frum ailinspe(.iklns 94 Obtain ce'riHiC<llC of occ'upancy

Critk::al Task Base~ne MHmnone Plo]ect; Commercia! C<mslluetion Date: Tue 9/11/12 Crilk:alSplil: BasclincSpjlt Cr~lC3r Progress 'fask Progress BaseJne Milostono <> Page 2 Nor;cmb¢! Oecembet J~ Follc Ult14 1Ml llk'28 H/o! l11n 1 1lfta 1 ft25t2.JZ 1219 1211& '1V23 !12130 tin 1tiS '120 1127 2'3 2110 4114 .... 19%

ju--------. W%

m >< ::r: [II -I w C1l

I-llIIII------•• O %

T 1 Critical CldcalSp\il Crrttcal Plcgress lusk S~i: raskProgrcS$ Basellna e<.lS(!nn~Splrt Basclme Milestono (> Mlestone • Summiliy Proyft.'Ss ffiTjJjJTJ1TiDjIillfr Summary , ; Pro,!f!Cl Summar/ External Tasks •

ExternalMlfeslana . . • Dead!ino

Page 3 1219· 1'2tt& 1~J2), 12130 1/6 1/13 1120 1127 2t3 V10 mY V24 3f3: Yto ~1·3i'24 3l.1f 4f7 4114 .et2t 4!26 5/12 5119 5126 612 6i9

0%

~ C:fm;;----------!-----jj .... 0%

" Tas« Baseline Milestone Pro1&Cl Summary Oeadlino Projec:: Commercial ConstrUCIion CrilicalSpiit 6aselino Split

• Dale: Tuc 9ft 1/12 CriticalProorcss Task Progress Basohne Milestone 0 Summ.ary • Ellfomal Milestone • Paoe4 DEFENDANTIS EXHIBIT ARCHITECTS INC WEEKLY PROGRESS REPORT Projecf: Los CerrilosHangar- UVALDE, TEXAS Oale Issued: 10.05.2012 SUbjecl; PROJECT CONSTRUCTION PROCESS REPORT 117 • Week Ending 10·05·12 Presem: CompilaUon or numerous conversaUons with !he follol'llng learn members: Rod Lewis - Tam Pillman - Lingo Gonzales - (lEG - Gee- TBR) John Grable, FAIA-JGA MaN Martinez, JGA Project Caplain - (JGA) Jack Green, Construction Manager· SBS Construction - (S8S) Don Balker PE - Don Barker end Assodales Victor DeAnda PE - Synergy Structural Engineering, Inc. {SSE, Inc)

1. Draw Applfcation #003 has been approved for the amount of $28,286.11 SBS has provide a conditional lien waiver which is validated upon receipt of Tri Bar payment check.

2. Change Order 1/2 to add two rows of the upper clerestory windows has been signed by JGA based upon email approval by Rod on Tuesday September 4,2012. Window frame finIsh for fixed and operable is mill finished aluminum to blend in with metal siding material that will be galvanized metal we are also presenting galvalum for profile options not available but preferred profile for consideration. JGA invoice for services And SBS Draw Request and CO #2 was JGA hand deliver to TP GCC on Friday. See attachements.

3. SBS stated still on target for main steel Frame delivery to site on October 15, 2012. This matches current updated schedule. Erection will begin the same week of delivery.

4. Rod has approved the exotic hardwood Angelhn Pedra 5/4 x 6 inch boards as presented on the hangar material wall mockup. Product will be sealed with SW spar polyurethane. Wood material Is scheduled for interior use only for the one story office and slapping quarter walls.

EXHIBIT 36 5. SBS and JGA gathering metal siding profiles for Hangar material wall mockup. Rod has stated he would like to see galvanized metal used for a more traditional hill country look. We are also presenting galvalum metal for siding profiles not available in galVilnized

6.

Tom and Iare eXcltedabout fhis ll1etalpanel profile as agreat candidate for the hill country look we are maintaining for the new hangar. Belleve this is a "reverse roll u -panel "that can be produced In galvanized and galvalum material.

SBS and JGA both have larger samples in the works from two sources so can get one or the other by the upcoming mid week 7. l:O,nqetewillbe poured for Hangar doodrontapron.(rbar steeUsjn place) as soon as local concrete supplier (only and small business concrete supplier around) has been paid for last foundation pour.

Respectfully John Grable FAIA Distribulion: Rod Lewis, Tom Pillman, Parnak Pfepared By: John J, Grable FAIA Date Issued: 10,05,2012 Austin Highway #1 Tel: 210.822.3332 San Antonio TX, 78209 Fax: 210.822.3334

EXHIBIT 36 DEFENDANT1S EXHIBIT From: John Grable <[email protected]> Sent: Friday, November 02, 2012 4:25 PM To: 'Jack Green' Cc: Thomas Pittman

Jack Received your draw request it 4 Light draw for +- $3,500.... l.See no request for concrete for concrete pour for the hangar apron? ..

We have had one rain this month ...steel in place and paid for is rusting When are you going to pour concrete?

2. thanks for phone call update regarding building delivery scheduled for Wed Nov 7, 2012.

SBS sending equipment out this week for steel erection immediately upon building delivery As discussed have narrowed metal panel selection to 0 Panel 26 gauge Galvanized and have requested approval from Owner Need updated shop drawings from you on PEB from Shulte - want to track down roof trim and soffit details.

Please verify steel erection begins this week.

3. Are you getting letter from Shulte Building Systems regarding delays - especially the chronic revised and missed delivery dates you provided Tom Pittman and myself.

Thank you John

UOHN GRABLt I~ ~ CHI 1 ( CIS • INC JOHN CitABLE FAIA 21.7. A\I$lin H."~ It I $~n AntonIO, TX i'8Z0\) P 210.820,3332 '210,820,3334 www.johngrable.com

EXHIBIT 37 DEFENDANT1S EXHIBIT From: John Grable <[email protected]> Sent: Friday, November 02, 2012 5:34 PM To: Rod Lewis Cc: [email protected]; '[email protected]'; [email protected]; Matthew Martinez Subject: Uvalde Hangar building delivery

Rod Following up on our last discussions regarding rigid building frame delivery for the Uvalde Hangar discussed during our meeting October 22, 2012: BOTTOM LINE AFTER VERIFYING TODAY @ 4 PM WJTH ERIC KEYES - BUILDING SALESMAN WITH BUILDING SUPPLIER SHULTE BUILDING SYSTEMS that on TUESDAY 11-6-12 - FOUR -FIVE TRUCKS WILL BE LOADED WITH REMAINING BUilDING COMPONENTS AND DELIVERED TO UVALDE SITE ON weD 11·7·12.

SBS HAS INFORMED TOM PITTMAN AND I THEY ARE SENDING OUT EQUIPTMENT TO SITE TO BEGIN THE IMMEDIATE ERECTION OF THE RIGID BUILDING FRAME.

With building delivery and erection at Uvalde site for Wed/Thursday next week outlined below is proactive backup plan to ensure timely completion of Hangar Structure.

Outline of Tom Pittman and JGA immediate response to the chronic misinformation for specific building delivery dates provided by SBS after our discussions during 10-22-12 meeting to prepare for Option #3 (Glacier Cap take over ~onstruction) 1. Ascertain real schedule of building delivery schedule - not "inconsistent and incorrect" delivery dates provided by SBS. a. Answer: JGA made direct contact with Building Supplier • Shulte Building Systems located in Hockley, Texas. After numerous conversations with the salesman Eric Keys 281-304-6111 regarding exact building delivery dates versus dates provided by SBS productions schedules were completely different than what we have been informed by SBS Contractors. Building supplier stated over commitment on their part has exceeded their capacity to provide a timely delivery of building product. Their response was honest and straight forward leaving us befuddled by SBS responses to specific delivery dates.

2. Call to action by TP and JGA that simple truthful answers by Schulte Building Systems were better than ones provided by SBS on delivery dates - JGA delivered Construction Documents to TP who has released to skillful and qualified subs and suppliers for pricing for same scope of work as contracted by SBS.

Rod We are moving forward to provide you options as we continue to press SBS to perform as negotiated - discussed - and contracted for. Payment status to SBS foir work performed is not overdrawn or paved. We want to proivide more options to protect and complete this great project without any further delays and mis information received by SBS..

Respectfully lohn PS

EXHIBIT 38 office sending up to date Construction Documentslater today I am available to discuss if required but we have a proactive game plan moving forward to protect your interests

JOHN <lAABLE FAIA ?~? I\u$lifl Hwy ~ I Silli MlolllO, IX 7820.9 I' 210,8:10.3332 I 210.820.3334 www.lohngrable.com

EXHIBIT 38 DEFENDANT1S EXHIBIT.

From: John Grable <[email protected]> Sent: Monday, November 12, 2012 8:24 PM To: Jack Green Cc: Matthew Martinez; Jack Green; Tom Pittman Subject: Re: RIGID FRAME - WIND BENT CONFUCTS

Jack Thanks again and please no more field modifications as these remedies will not be accepted. Looking forward to Schulte Building Systems official response.

John John Grable FAIA www.joMngrable.com On Nov 12, 2012, at 5:30 PM, "Jack Green" <[email protected]> wrote: Aware of this issue, working on remedies, have some answers tomorrow.

Thanks, Jack Green SBS Construction and Development Business Development 210-789-1898

On Nov 12,2012, at 5:17 PM, "Matthew Martinez" <[email protected]>wrote: JACK, PLEASE FIND ATTACHED SHOP DRAWINGS, PAGES 14 AND 15 SHOW THE CONFLICT AREAS WITH RED ANNOTATIONS. IN SUMMARY, THE CROSS BRACING NEEDS TO INTERSECT WITH THE UPPER SPANDREL BEAM, AND THERE ARE SOME MJSSALIGNMENTS IN THE BOLT HOLE LOCATIONS @ THE WIND BENT TO RIGID FRAME CONNECTIONS. ALL PARTIES ARE WORRIED THAT THE SLOTS MADE TO ACCOMMODATE THESE ALIGNMENTS MIGHT UNDERMINE THE STRUCTURAL INTEGRITY OF THE BUILDING •.. WE'RE EVENTUALLY LOOKING FOR SOME DOCUMENTED REMEDIES FROM THE PEMB. LET ME KNOW IF YOU HAVE ANY QUESTIONS, THANKS -MATT <imageOO1.jpg> ~1,\'lTIIE\\' ~l. ~IAltTINEZ, ASSOC. AJA AUSTIN HIVY. SAN ANTONIO. TEXAS 78209 E: MMARTlNEl1ii'lOIlNGRJ\ ULE.COM P: 210-820-3332 EX. 3, \1'; WWW IOHNGRARI ECO,,!

<Los Cerritos - Drawing Set MARKUP.pdf>

EXHIBIT 39 DEFENDANT1S EXHIBIT ·40 From: Thomas Pittman <[email protected]> Sent: Tuesday, November 13, 20123:30 PM To: John Grable Subject: Los Cerritos

John, The condition at the Wind Bents has me concerned. I'm not apposed to slotting girts to allow cross bracing to pass through, but field modifications to the Wind Bents is unacceptable. We will not accept any field modified components other then modifying girts or purlins, and only to a minor extent.

I expect to see a plan of action no later then noon tomorrow to rectify this problem. Contractually we bought a new PEMB, not one to be modified on site.

Thomas L. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384·5892 cell: (2iD) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 rHE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO fHE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT. 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL DR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-364-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOUI

EXHIBIT 40 DEFENDANT1S EXHIBIT .

Page 1 of3

From: John Grable [email protected]] sent: Tuesday, November 13, 2012 10:44 PM To: Jack Green Cc: Tom Pittman; Steve Schiffman; Matthew Martinez Subject: Re: Jack Thanks My concern is that i contacted Eric before you and after we talked he said he would call you. That would be around noon time as you stated.

I am glad you told erectors to cease making modifications but my concern is why they did so in the beginning?

No SBS management was present at site when field modifications were initiated.

Modifications to date do not represent a brand new PEMB as contracted for.

Needless to say all are apprehensive at best based on performance of initial erection especially after lengthy delays of delivery and performance to date in actions to erect delivered structure.

To my knowledge i have been instructed to receive no later than noon tomorrow written response from you and Schulte Building Systems on plan of action to remedy modification actions performed outside of shop drawing specifications. Owner expects a brand new PEMB not one modified outside of shop draWing specifications.

Thank you John Grable FAIA www.;ohngrable.com On Nov 13, 2012, at 7:27 PM, "Jack Green ll <[email protected]> wrote: John,

I understand the concern, I think we have had a miscommunication, I spoke with Erick at Schulte around lunchtime today, at the same time SBS personnel were onsite documenting the field modifications that have occurred. I was alerted of the modifications on Monday prior to your email and instructed the field crew to stop with any modifications until instructed otherwise.

I have been on the phone with Erick and have been assured that the modifications thus far are typical with accepted industry practices and have in no way compromised the integrity of the structure.

We have verified that the components for the bUilding do match the shop draWings in quantity.

The steel to steel connections are normally accessed as the building is being assembled, we are currently working through this process.

SBS 0692

file://Z:\Los Ceritos\Grable memos\gRAble. 9/16/2013 EXHIBIT 41 Page 2 of3

I will have a letter from Schulte addressing your concerns to you as soon as I receive it.

Has there been any decisions on our change orders and wall finish selections? I need to release materials in order to keep progressing on the project.

Regards,

Jack Green 210-789-1898 On Nov 13,2012, at 4:59 PM, "John Grable" <[email protected]> wrote: Jack Notifying you that we called Schulte Building Systems just before noon to discuss concerns with Eric Keys that the Wind Bents predrilled holes were not aligning up and were being field modified (or slotted) to fit by your erection crew. My main concern that promted my call was (after reading today on shop drawings that contractor had 5 days to alert Schulte of any defects) and that today was last day per shop drawing specs that replacement of defected parts were not allowed -I wanted know what plan of action you had taken. Eric said he had not heard from you yet and would probably call you to discuss this issue.

Specs also called for no field adjustments to delivered building without contacting Schulte and receiving approval for field modifications and since your erection crews were doing this without prior consent from PEBM manufacturer (unless someone from SBS had contacted another party at Schulte) I am alerting you to this fact.

Has anyone from SBS visited the site and verified that all PEBM building components are true and correct to the plans and specifications?

The Owner is paying for a brand new PEMB and will not accept anything less than same. Based on my series of statements and questions above - the Owner wants a written plan of action to rectify all known and unknown problems by noon tomorrow.

Considering how building delivery process history -I would like to think that all building components were inspected and verified immediately after delivery in case there were any adjustments to be made based on the Schulte Building System specifications outlined on the shop drawings.

Awaiting your plan of action Thank you John

<image003.jpg> www.johngrable.com SBS 0693

file://Z:\Los Ceritos\Grable memos\gRAble.htm 9/16/2013 EXHIBIT 41 DEFENDANT1S EXHIBIT Dave Morgan .)m: Steve Schiffman Sent: Wednesday, November 14, 2012 7:00 PM To: 'John Grable'; Tom Pittman Cc: Matthew Martinez; Jack Green; Dave Morgan; '[email protected]'; Bill Leonard; Randy Ferrell; 'Fred Koetting' Subject: RE: Los Ceritos

Gentlemen: I received the email from John. I have called John and talked with Tom. We have had discussions and consulted with Schulte Building Systems. Along with Jack Green we have assessed comments. We have forwarded letters from Schulte's engineer in regards to future action to be taken. I have reviewed the erection today along with our metal building erection team Bill Leonard and Randy Ferrell.

The time period in the specifications has never been enforced by Schulte Building Materials upon SBS Construction due to the ongoing relationship between the parties and the volume of business SBS does with Schulte and therefore SBS was not concerned with the time period limitation of the specification. To ease concern the specification has formally been extended to thirty days by Schulte in the letter forwarded today. Schulte and SBS have teamed on many projects and neither has used the denotations in the specifications to circumvent responsibility for justified actions or structural compliance. -qs in discussion with the erector knew of field modifications prior to correspondence from the architect. SBS tructed the erection crew to cease further modifications. SBS after learning from the erection crew that fnodifications were necessary dispatched Bill Leonard first thing yesterday morning to access the erection and gather appropriate information to professionally analyze and "discuss the erection process with Schulte. SBS contacted Schulte shortly after the assessment was made and pictures were forwarded to discuss the areas that had been field modified with Schulte. Without proper photographs and personal review a discussion with Schulte would have been simply to put Schulte on notice about perceived erection field modifications that are not considered irregular in the industry.

The two field modifications that have been reflected upon were the misalignment of bolt holes marrying the wind bents to the taped column and the flange on the wind bent being modified to fit inside the taped column flange where they marry. Neither have been deemed concerns by Schulte's structural engineer. Nevertheless, Schulte is arranging their engineer to be on site before week end to visually inspect the modifications and write a report.

All components when unloaded as normal procedure were segregated by type, inventoried and verified.

The SBS team will wait for Schulte's field assessment and consult with the owner's representatives in regards to any corrective action/process recommended by the structural engineer and proceed from that point. SBS will continue the erection process but will not proceed with any future erection discrepancies without giving the owner representative notice to assess and respond with direction.

Both SBS and Schulte's sole intent is to deliver a quality new structure that will service the owner appropriately for years to come.

Stephen S. Schiffman, President SBS 1887

EXHIBIT 42 SBS Construction ... Scenic Loop Road ~erne, Texas 78006 Office: 830-981-5929 Fax: 830-981-5308 Direct Line: 830-981-5945 Cell: 210--379-7708 Email: [email protected]

On Nov 13, 2012, at 4:59 PM, "John Grable" <[email protected]> wrote: Jack Notifying you that we called Schulte Building Systems just before noon to discuss concerns with Eric Keys that the Wind Bents predrilled holes were not aligning up and were being field modified (or slotted) to fit by your erection crew. My main concern that promted my call was (after reading today on shop drawings that contractor had 5 days to alert Schulte of any defects) and that today was last day per shop drawing specs that replacement of defected parts were not allowed -I wanted know what plan of action you had taken. Eric said he had not heard from you yet and would probably call you to discuss this issue.

Specs also called for no field adjustments to delivered building without contacting Schulte and receiving approval for field modifications and since your erection crews were doing this without prior consent from PEBM manufacturer (unless someone from SBS had contacted another party at Schulte) I am alerting you to this fact.

Has anyone from SBS visited the site and verified that all PEBM building components are true and correct to the plans and specifications?

The Owner is paying for a brand new PEMB and will not accept anything less than same.

Based onrny series. of statements and questions above" th~O\Nner..wants a written plan of action to rectify all known and unknown problems by noon tomorrow.

Considering how building delivery process history-I would like to think that all bUilding components were inspected and verified immediately after delivery in case there were any adjustments to be made based on the Schulte Building System specifications outlined on the shop drawings.

Awaiting your plan of action Thank you John

<image003.jpg> www.johngrable.com

SBS 1888

EXHIBIT 42 DEFENDANT1S EXHIBIT· ;rom: John Grable <[email protected]> Sent: Wednesday, November 28, 2012 6:50 AM To: Thomas Pittman Subject: Fwd: Uvalde Hangar flight request site visit

I forgot to copy you Want to provide you with a heads up as Rod's interests are in jeopardy if we don't act quickly to protect h.is interests I am ready to move forward 011 the alternative plan after i heard SBS has only 4 workers at site yesterday when they stated they would have 6. They are not performing per their schedule or word.

See you at ten!

J John Grable FAlA wwwJohngrable.com Begin forwarded message: From: Jolm Grable <jgrable@jolmgl'able.com> Date: November 28, 2012, 6:44: 16 AM CST To: "[email protected]" <[email protected]> Subject: Re: Uvalde Hangar flight request site visit Tony Lets all meet when we return?

I know this is very important and the issues on this project are at a critical mass Rod is not happy and this is a unacceptable situation that must be resolved immediately Please provide a time we can meet on this based on your schedule Thank yOll Jolm

John Grable FAIA www.jolmgrable.com On Nov 28, 2012, at 6:37 AM, "[email protected]" <[email protected]> wrote: John,

EXHIBIT 43 I appreciate your desire to react qUickly to Rod's concerns. I hope the review went well. I expect your report today.

Next time I request to attend a meeting like this, I would appreciate more effort on your part to accomodate my schedule. This project, as are all projects being executed by GCC on any of Rod's properties, are now part of my responsibilitIes. You, Tom, and I could have taken this opportunity to work on a number of different issues during the flight while ensuring we are all on the same page in regards to the activities at Uvalde.

Tony

------- Original Message -------- Subject: RE: Uvalde Hangar flight request site visit From: John Grable <[email protected]> Date: Mon, November 26,20124:26 pm To: Tony Weigand <[email protected]> Tony My apologies but I can only get the Structural Engineer and Tom Pittman to the site on Wed at 10 am and cannot reschedule for Thursday Their schedules are full and We must act quickly to ease Rod's mind on these issues - ( I know I am preaching to the choir on this one)l We can report back to you later on that afternoon or call in at the site to you to discuss all that is discovered. I plan on extensive photo documentation and scrutiny by all.

If the building proves to be everything that is specified and has passed not only our reviews - JGA, Ge, and Synergy Engineering as well as the Schulte Building Systems we are then in a position to decide whether we want to continue with the less than satisfactory performance of SBS. I know that Tom Pittman has been pricing completion of the hangar structure with his group of qualified subs and suppliers so that a Alternative Plan of action can be presented and considered as a viable alternative.

The failure of SBS to perform in a timely matter and within the project schedule has been severely compromised and is a great source of frustration to Rod as well as the rest of his team. I know you are managing many fires throughout Rod's world and our goal here is not to upstage anyone in any way but solve this nagging problem - one way or another - so Rod can have peace of mind. This project is supposed to be a fun endeavor but has turn sour months ago and we have been laboring to resolve this intolerable issue.

I trust this is satisfactory to you ...is there any way you can adjust your morning schedule to depart with us at Hangar 3 at 8:30 am on Wed. as we should return by 1 am same day. It sure would be a great for team.

EXHIBIT 43 Bob Cardin has reserved the Polatus PC12 for the flight and travel time to site is about 35 minutes each way.

Respectfully John

<image003.jpg> www.;ohngrable.com

From: Tony Weigand [mallto:[email protected]] Sent: Monday, November 26, 2012 2:21 PM To: Rod Lewis ee: John Grable; Parnak Charkhchi; Thomas Pittman; Matthew Martinez; Bob Cardin Subject: Re: Uvalde Hangar flight request site visit John Can you delay this trip until Thursday afternoon? I would like to attend and have other meetings on Wednesday and Thursday am.

Tony General Manager On 26 Nov 2012, at 14:12, Rod Lewis <[email protected]> wrote: John- I guess you got the jest of my email to the guys. I will feel much more comfortable after we get the torqued checked out and the metal thickness verified.

On location of the fueling station that looks good to me, but coordinate with Bob C as he know what we need and where we need it.

On aircraft, yOll are welcome to fly out in the Cirrus if it is still there. If not the Pilatus. Thanks.

From: John Grable [mailto:[email protected]] Sent: Monday, November 26, 2012 2:28 PM To: Rod Lewis Cc: Pamak Charkhchi; Tony Weigand; Thomas Pittmani Matthew Martinez Subject: Uvalde Hangar flight request site visit Rod

EXHIBIT 43 I am respectfully requesting an early morning flight- Wednesday November 28, 2012 to Los Cerritos Ranch for the purpose of my Construction Observation field visit for Matt Martinez and myself.

I have the structural Engineer Victor De Anda and Tom Pittman scheduled to meet tiS there to follow up on the schulte Building engineering team and SBS that met TP for review of install techniques.

Purpose is to perform a thorough review of install techniques and bolt torque.

Building specifications call for a more rigid steel frame with the following structural requirements: 1. LL over 360 more rigi9d requirement due to masonry not metal skin veneer 2. Winds load design data of 90 mph gusts up to 3 second gusts 3. International Building Codes (IBe 2009) floor live load of 150 pounds per sq ft 4. Reinforced concrete foundation using 4000 psi design mix This building is not a light weight structure and the height may make the steel appear to light or small- we must reviVify what Schulte Building Systems has told us Will also check on upcoming fuel station location ...

Have you had a chance to review what I have sent on Friday - trying to provide options that wilt allow proper information for the correct long term decisions I would like to meet with you this week to review- perhaps prior to my proposed site visit?

Please see break down of building structural components...

Note that there are structural emu walls similar to those at LEG Yard that work in tandem to the Rigid Structural Steel Frame we could present model to you on computer if you have time to meet on the fueling station.

Respectfully John

EXHIBIT 43 <imageOO1.jpg> www.fohngrable.com

THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING In MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-364-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOUI

EXHIBIT 43 EXHIBIT 43 DEFENDANT1S EXHIBIT· from: C & S Enterprise, Inc. <[email protected]> Sent: Monday, January 14, 2013 2:39 PM To: [email protected]; [email protected] Cc: [email protected] Subject: Revised estimate for Los Cerritos Hangar Attachments: ProposaU840_froln_C_S_EnterpriseJnc.pdf

Tom, here is the adders for the Cerritos Hanger project, listed on the bollum of the original quote. these are the things I can see that are not the original drawing I have.

Any questions please give me a call.

Thanks, Bob Carnwath C & S Enterprise, Inc. 210-590-6629

....................-... Proposal Summary -.------ .

Proposal # : 1840 Proposal Date: 01/14/2013 Total: $76,466.75 The complete version has been provided as an attachment to this email.

EXHIBIT 44 rlse Inc.. g £It,ilJ,:''e.~l Cc~ilJ,~eiclJ, Remount - San Antonio, TX 78218 • (210) 590·6629 [email protected] -liCit SEC21085 '1,..Jr.tdtJoJ~tTml""put~oflwW....,jf\jttjth:~,.o.".UIS1 ....."lrtT.OUU (JOO) JqJ-<J10Z.IUl)"J.. ~n wlb lilt,: ,..."riutlu.thh.\UIt

Jennie Briggs 10067 Jones Maltsberger San Antonio, TX 78216

• Ref: Electrical wiring of new Los • Service: 20'· Duct bank 600A Rated sub panel "l'v1DP" Feeder to panel "MDP" 400A Rated sub pallel "LA" Feeder to ponel "LA" • Lighting: 0.00 Provide and install· 11- Single pole switches 2- 3-way switches Lighting controls for High-Bay lighting in hanger area 14- Type "DL" fixtures 9- Type "FA" fixtures 1- Type "FB" fixture 32- Type "I-TA" fixtures 4- Type "WP" fixtures 2- Type "WW' fixtures 12- Type 'VS" fixtures 8- Type "EM" fixtures

Continue to the next page.

Now accepting all major credit cards.

EXHIBIT 44 Page 2 of2 ~:;,:::,*~==",~r~3=;~~~,k,,:,JI:,=E['I".2,~2~,'f"~~==~ill ~~ij!2~II~~:=',,2,~,~2ir,'~",~'="'~~lli!=,~~,,'''Sj,,: . Outlets: 0.00 3- I20V OFf outlets 17- 120V wall outlets 7- \VIP outlets in hanger area Power for I· motorized louver 6- OED l20V OFI outlets Power to 2· air compressors Power to 1- water healer Power to 2· Largei fans in hanger area • HVAC: 0.00 Provide power to- 3- Air handlers 3- Outdoor AlC units 2- Exhaust fans- Restrooms • Permit 0.00 • Excludes: *Data/telephone Wiring *Fire Alarm 0.00 • Total Labor (non taxable) 26,360.00 • Total Material 46,360.00T Addcrs for additional wiring per revised drawings 11-2-12 as follows: (difference is between the 85% and the 100% drawings) Provide snd install- *Panel LB and feeder. $4,987.00 *Panel LF and feeder $5,575.00 * I-Inverter pauel per sheet EI02 notc3 $1,557.00 *3-A ircraft power unils $3,950.00 "Power to motorized door control panel (Controls not inctnded) $1,275.00 *120V power to powered ventilatiolllovers $1,575.00 *Power to 2·Tug chargers $975.00 *Power to 2·additiollal waterheaters (Instant hots) $1 ,225.00 Total adders $21,119.00 (This includes tax on all materials only)

SubTotal $72,720.00 This quote is good for 30 days.

Tax (8.125%) $3,766.75 ;.:~~' .... '.,;~' ...:." . .~,

Accepted By Accepted Date Now accepting all major credit cards.

EXHIBIT 44 EXHIBIT 44 DEFENDANTIS EXHIBIT Kyle Kieke ,m: Victor M. De Anda Jr [[email protected]] -<tnt: Thursday, January 17, 2013 3:12 PM To: Kyle Kieke Cc: John Grable FAIA SUbject: Re: Gap between eMU and spandrel beam Attachments: detail2013_01_17.pdf

Kyle, See attached alternate anchorage detail thanks

WE ruST MOVED TO OUR NEW OFFICE!! I!!!!!

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. t:l909 Springfield Ave. Suite 105 .iredo, TX. 78041 0: 956-753-5860 M: 956-237-7908

From: Kyle Kieke <[email protected]> To: Victor M. De Anda Jr <[email protected]> Sent: Thu, January 17, 2013 10:57:22 AM Subject: Gap between eMU and spandrel beam Victor, John Grable had us extend the slab out 4" for the lugs on the sides of the hanger. We didn't take this into account for the PEMB so now we have a 4-5" gap between the two at 20' AFF. I need a design for some type of clip to fill this gap and attach our anchor bolts to. I need yo be able to shim this as well as needed.

1 SBS 0719

EXHIBIT 45 DEFENDANTIS EXHIBIT ..

46 .

From: Thomas Pittman <[email protected]> Sent: Tuesday, JanualY 29. 2013 10:13 AM To: John Grable Subject: SBS

Hello John, I continue to be underwhehned with the performance of SBS. I went yesterday and they had only 4 masons working. After repeated requests, and threats for that matter, SBS has yet to man the project properly in my opinion. Consequently, I want you to issue a 72 hour request to SBS in writing stating, that we are giving you a 72 hour notice, that you man the project properly or we will terminate the contract for cause.

I understand they are waiting on us for the revised framing of the interior partitions but that has nothing to do with the critical path that continues to suffer. I expect to see your letter at the end of the day.

Respectfully,

Thomas l. Pittman Director of Construction, Lewis Energy Grp. [email protected] work: (210) 384-5892 ,ell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGI\LLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED ~ECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOC/ATEDWlTH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOur

EXHIBIT 46 DEFENDANT1S EXHIBIT From: John Grable <[email protected]> Sent: Wednesday, January 30, 2013 11:33 AM To: Rod Lewis; Tom Pittman <[email protected]> Cc: Matthew Martinez; Parnak Charkhchi Subject: FW: steps for extending door pockets

Rod Tom Pittman and I had a conference call with Kyle regarding the steps reqUired to make right the original spec for an 80 foot wide door.

Kyle has submitted the procedure as listed below.

These adjustment are not "scab -on" fixes but brand new additional components and will not affect the look and functionality of the hangar structure.

This will not result in any additional cost to you - SBS will pay for this out of their own pocket since this was the original specification.

Kyle Kieke stated he estimates it will take 3 weeks to complete these adjustments abut is waiting for the metal building supplier to confirm delivery of the additional steel columns that are located in the back of the interior of the hangar door pocket.

UOHN GRABLb fA R C " I I l e t S - INC JOHN GllABlE t'A1A :!~? At'WIl H,''Y "1 San !\11!<)IlI(l, TX 767.09 P 210.820.3332 I 2lO.1120,3334 www.johngrable.com

From: Kyle Kieke [mailto:[email protected] Sent: Wednesday, JanU81Y 30, 20138:23 AM To: John Grable; Matthew Martinez ee: Jack Green Subject: steps for extending door pockets Pour additional slab footing and cut existing slab to allow for bottom door track extension.

Install two additional heavy steel columns which will form new pocket end wall.

Install additional lateral framing between new columns and existing structure.

Remove old end wall framing and cable cross braces and move all pieces to new end wall.

Install rafter extensions and purlins for additional roofing Extend lower and upper door track.

Remove 13 roof sheets (per side), re-roll and install longer roof sheets.

Thanks, :yle Kieke Project Superintendent

EXHIBIT 47 SBS Construction [email protected] C: 830-388-9267 F: 830-981-5303

EXHIBIT 47 DEFENDANT1S ·EXHIBIT Meeting Minutes , LOS CERRITOS: HANGAR MEETING Date: FEBRUARY 5, 2013 Time: 2:00 Pl-l 0

PLACE: GCC OFFICES MEETING CALLED BY: TOM IN ATTENDANCE: STEVE, JACK, KYLE, JOliN, TOH,

TP: BRIEFLY. MET WITH ROD. HE WANTS TO TERMINATE THE CONTRACT. SO, HE WANTS TO FIND OUT WHERE YOURE AT, MAKE AS AMIABLE AS POSSIBLE. I KNOW YOU HAVE ADDITIONAL MATERIAL NEED TO BE PAID FOR. WE'LL PAY YOUR FEE THAT YOU'RE DUE. AS SOON AS POSSIBLE. HE CAME OUT YESTERDAY. DID YOU SEE HIM?

KYLE: NODS.

TOM: STEVE:FELT OKAY. THAT WE GAVE WE'RE EVERY C~~(~~:'V~~~E~~~~~~~i~~~;~~O'q~i$r;l DISAPPOINTED.

TOM: DISAPPOINTED TOO. WE HAVE TO WHAT KIND OF CLIENT WE HAD. WE NEED TO MAKE JOHN: WE'RE NEXT.

STEVE: WE DON'T WISH THAT. WE WOULD J?p.()C:~13131 . ~I~J~..'.I?Q .K~()~ rm~'.I?!!:I:t'.WOULD {CQNpi;[!,RtlC'.l? ~ OlilF'():Rf.MAlilY':R:EtZ\.SOlil.S .• j TOM: DON'T WANT TO MAKE THIS A REAL PUBLIC THING. KEEP IT ON THE DOWN LOW FOR BOTH OF US. TOO LATE TO APPEAL.

STEVE: HAVE TO ASK.

TOM: WOULD HAVE ASKED THE SAME THING. NO UNCERTAIN TERMS THIS MORNING WITH ROD. IF WE CAN, LET'S FIND OUT WHERE WE ARE, ANYTHING OUTSTANDING. ALL BILLS THAT YOU'RE OWED. ALL PAYMENTS THAT YOU'RE OWED.

JACK: SOME ISSUE WITH WHAT WE'VE DONE NOT IN CONTRACT. CHANGE ORDER.

TP: NOT BE A PROBLEM. WWANT TO PROTECT YOU ON THIS.

STEVE: WE WANT TO BE FAIR TOO.

TONY: SORRY I'M LATE.

TOM: JUST INFORMED THAT WE'RE TERMINATING AND THAT WE'RE GOING TO BE FAIR. TWO OUTSTANDING DRAWS AND CHANGE ORDERS NOT PROCESSED. WILL GET PROCESSED AND PAID. TRY TO WORK WITH WHOMEVER YOU HAVE CONTRACT WITH IF THEY WANT TO CONTINUE OR IF THEY WANT TO LEAVE.

STEVE: WE'LL BE GLAD TO FORWARD THEIR CONTRACTS TO SEE SCOPE OF WORK AND WHAT FINANCIAL OBLIGATIONS ARE.

TOM: I'D LIKE TO SEE THAT. I GUESS WE BOTH OF SOME HOMEWORK TO DO, BUT TO CONTINUE WITH MEETING IS MOOT.

L EXHIBIT 48 r·, STEVE: DO WE DEAL DIRECTLY WITH YOU? , TON: CONFIRMS.

STEVE: MAY TAKE TIME TO FIGURE OUT WHERE WE ARE WITH SUBCONTRACTORS.

NEGOTIATION SOMETHING OUT WITH THEM UNLESS YOU'RE GOING TO CONTINUE.

CONTINUE WITH CONTRACTS WOULD BE LESS PROBLEMS BECAUSE WE WOULDN'T HAVE TO DEAL WITH THEM ON FINANCIAL PROCESS.

TOM: BEEN THROUGH IT BEFORE.

~M'rn~r~. WE'VE GOT TO MAINTAIN A CERTAIN PROCESS AND A CERTAIN QUALITY FOR ROD, AND HE WANTS TO CHANGE. SO WE'RE GOING TO MAKE A CHANGE. IF YOU COULD GET WITH ME ON THAT AS SOON AS POSSIBLE. WE'LL GET PAYMENT DONE AS SOON AS POSSIBLE.

STEVE: CAN WE SIGN RELEASES?

TOM: ABSOLUTELY. CONTRACTUALLY, WE DON'T HAVE TO PAY YOU UNTIL PROJECT IS FINISHED. WE AREN'T GOING TO DO THAT. WE DON'T FEEL LIKE THAT IS A GOOD BUSINESS DECISION FOR EITHER OF US. I DON'T WANT TO START POSTURING ONE WAY OR THE OTHER. FINISH IT IN A BUSINESS-LIKE MANNER.

STEVE: WE ARE CAPABLE OF DOING THAT. I'LL LET DAVE MORGAN TAKE IT FROM HERE SINCE HE HANDLES THAT END OF OUR HOUSE.

TONY: WE'LL NEED COMPLETE ACCOUNTING OF ANY MATERIALS FOR THE JOB.

TOM: TALKED ABOUT THAT.

STEVE: WE CAN GET YOU THAT.

JACK: WE CAN WORK THROUGH THAT.

JOHN: DID YOU GET CONFIRMATION FROM SHELTE ON COLUMNS?

KYLE: HAVE ON SITE BY FRIDAY.

JOHN: THE PROCESS THAT WILL START TO BUTTON THAT UP.

KYLE: UVALDE CONCRETE BATCR PLANT IS STILL DOWN. OPEN NEXT WEEK. NO GUARAN~EE.

TONY: IS THAT PART OF PROBLEM?

KYLE: ONE OF SEVERAL DIFFERENT THINGS. CAN'T DO FOOTINGS, RAMP.

THEY'RE ONLY GAME IN TOWN.

JOHN: ONLY CONCRETE FOR MILES.

JACK: ONLY ONE THAT CAN POUR THE JOB. WE WERE THEIR BIGGEST POUR.

JGA: 300 YARDS?

JACK: 400.

STEVE: ON FAIR BASIS, CONTINUE TO GIVE ALL INFO YOU NEED FOR ANYTHING IN FUTURE.

TONY: WHAT DID YOU DECIDE ON INTERIM? WORK WITH THEM?

TOM: DON'T SEE ANY BENEFIT IN THAT TONY. I THINK WE'RE AT A POINT WHERE WE CAN MAKE CLEAN SPLIT. WE NEED TO DO DAMAGE CONTROL AND SEE WHO/WHAT'S GOING TO HAPPEN. WE'LL FIGURE IT OUT. THAT'S IT.

###

L EXHIBIT 48 DEFENDANT1S EXHIBIT John Maywald om: John Maywald Sent: Tuesday, February 12, 2013 3:55 PM To: Jack Green; Dave Morgan Cc: Randy Ferrell; Steve Schiffman Subject: RE: Final Invoice - Los Cerritos

I will be here.

John Maywald Vice President - Finance Select Building Systems, Inc. SBS Construction Scenic Loop Rd. Boerne, TX 78006 [email protected] (830) 981-5937 Phone I Fax (830) 981-5308 Corporate Fax

om: Jack Green ...ent: Tuesday, February 12, 2013 11:37 AM To: Dave Morgan Cc: John Maywald; Randy Ferrell; Steve Schiffman Subject: Re: Final Invoice - Los Cerritos Hit the send button too soon, all sub cost has been received, making sure all expenses are in. How does 9:30 in the morning work for everybody.

Jack Green 210-789-1898 On Feb 12, 2013, at 11 :22 AM, "Dave Morgan" <[email protected]> wrote: We need to get the final accounting for Los Cerritos to Tom Pittman asap ... I think the best way is for all of us to get in a room, look the door, turn off cell phones and go through each piece together so John can assemble into a final invoice we need FINAL bills from all subs to get this done - they were supposed to be here last Friday I understand that Jack is still working on that part of the puzzle ... Randy needs to gather all the info on SMS as I understand that there were a lot of costs assigned to SMS that should not have been in their arena .., we can work out the internal pieces but need to know how to present to Tom ...

Jack - you are in charge ... let us know when you will have all the info from all the subs and when we can all meet ... sooner the better ...

1 SBS 0246

EXHIBIT 49 High Priority!!!!

Dave I)""id L. \Iorgao. III Executive Vice Pn:sieJent

ChicrOperal;ug Officer Select Building S~'stcms1 Inc. £lila SBS Construction Phone: (830) 981-5929, extc",;oll 1946 F~x: (830) 981-5308 E-mail: dmorgon@sbsworldnet

2 SBS 0247

EXHIBIT 49 . ..

DEFENDANT1S EXHIBIT . 50 from: Thomas Pittman <TPittman@lewisenergy,com> Sent: Thursday, February 28, 2013 7:35 PM To: John Grable Subject: Hangar

Looks like we're going to have to take the roof off before we can rack the building to plumb, Usually this would have been done prior to the roof going on. Another example of poor workmanship Sent from my iPhone THE ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATiON BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION Of THIS MESSAGE, OR filES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384-3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU I

EXHIBIT 50 DEFENDANT1S . EXHIBIT pave Morgan ) Jm: Jack Green Sent: Friday, March 01, 2013 6:20 PM To: Dave Morgan Subject: Fwd: Los Cerritos Structural pictures Attachments: image003Jpg; ATI273410.htm; Structural Issues discovered 2.27.13.pdf; ATI27341l.htm

FYI, can I send a response asking if the problem is with the building can we proceed with paying the other subcontractors? Or should we wait until Monday and make fOlmal?

Jack Green 210-789-1898 Begin forwarded message: From: John Grable <[email protected]> Date: March 1, 2013, 5:55:33 PM CST To: "Jack Green [email protected])" <[email protected]> Cc: "Tom Pittman <[email protected]>" <[email protected]>, "Stephen S.

Schiffman ([email protected])" <sschiffmanCalsbsworld.net> Subject: FW: Los Cerritos Structural pictures Jack I wanted to share with you these images as the inspection reports are start to file in.

We are not finish with all the investigative research - this is still in process.

All payment requests are on hold until replacement/repair costs are identified.

Will continue to keep you apprised of the situation John

SBS 1948

EXHIBIT 51 m >< :::I: OJ -I C1I ......

SBS 1949 SBS 1950 m x::I: iii =i CJ1 .....

(j) OJ (j) ..... (0 ..... m >< ::I: co -I ~

SBS 1952 Missing Beam, previously i6~tal\ed, q;lmaged roof, n installed .

.. W.I

*~~ .~. J "reS' ._'.~. "'"

SBS 1953 m >< ::r::: lD -I -""

SBS 1954 SBS 1955 m X I to =i .....

SBS 1956 large gap, investigating clips and their intended use.

SBS 1957 m X :::I: OJ -I CJl .....

SBS 1958 S8S 1959 m >< I cut improperly CD -l ~

SBS 1960 SBS 1961 not straight.

m X I OJ -I C1l ......

SBS 1962 SBS 1963 Missing brace SBS 1964 m >< :r: OJ -1 01 Missing bolt ......

SBS 1965 m >< :I OJ -t c.n ...lo.

Large gap between Z Purl ins

SBS 1966 Not attached on the other side

m X :J: OJ -f ~

SBS 1967 Notice wave in roof line.

S8S 1968 Roofing clips under investigation.

SBS 1969 Improper end dams. Water infiltration point

SBS 1970 not enough screws

m >< ::c ID -t en ~

SBS 1971 SBS 1972 notice change in pitch.

SBS 1973 SBS 1974 m X ::I: OJ -i CJ1 ~

SBS 1975 m >< I OJ -I C1I ...a.

SBS 1976 Ineoreet material for this applicaiton.

SBS 1977 SBS 1978 floating clip, under investigation.

SBS 1979 DEFENDANT1S ·EXHIBIT Dave Morgan Jom: Dave Morgan Sent: Friday, March 01, 2013 6:41 PM To: Jack Green Subject: Re: Los Cerritos Structural pictures

Still think we need to have the answers to the areas of Grabels letter.

Sent from my HTC EVa 4G LTE exclusively from Sprint ----- Reply message ----- From: "Jack Green" <[email protected]> To: "Dave Morgan" <[email protected]> Subject: Los Cerritos Structural pictures Date: Fri, Mar 1, 2013 6:22 PM

FYI, can I send a response asking ifthe problem is with the building can we proceed with paying the other subcontractors? Or should we wait until Monday and make formal?

;k Green _.10-789-1898 Begin forwarded message: > From: John Grable <[email protected]> > Date: March I, 2013, 5:55:33 PM CST > To: "Jack Green ([email protected])" <[email protected]> > Cc: "Tom Pittman <[email protected]>" <[email protected]>, "Stephen S. Schiffman ([email protected])" <[email protected]> > Subject: FW: Los Cerritos Structural pictures > > Jack > > I wanted to share with you these images as the inspection reports are start to file in. > We are not finish with all the investigative research - this is still in process. > All payment requests are on hold until replacement/repair costs are identified. > > Will continue to keep you apprised of the situation > >John >

> www.johngrable.com > 1 SBS 1980

EXHIBIT 52 Dave Morgan .>m: Jack Green Sent: Tuesday, March 05, 2013 1:07 PM To: Dave Morgan Subject: Fwd: Tri-Bar Ranch / Los Cerritos Hangar

Any suggestions?

Jack Green 210-789-1898 Begin forwarded message: From: Kristan Neil <neil.kris321 (a{gmail.com> Date: March 5,2013, 12:53:43 PM CST To: [email protected] Subject: Tri-Bar Ranch I Los Cerritos Hangar Jack, I am getting in contact with Lewis Energy to get these open invoices paid on this job. Do I have your permission to forward them a copy of the invoices that we made out to SBS? I just need the okay from you before we do that so we can avoid sending out intents. Thanks.

Respectfully, Kristan Nell A~sociatedGlass, LTD. VV. Cevallos San Antonio, Texas 78204 Phone: 210-655-5858 Fax: 210-655-6433

1 SBS 1981

EXHIBIT 52 DEFENDANT1S EXHIBIT ,

1rom: Matthew Martinez <[email protected]> !

Jent: Wednesday, March 06, 2013 10:46 AM Subject: RE: Footings field measurements

ILL CHECK THE SUBMITIALS AGAIN, BUT ALL WE APPROVED WAS THE SPEC "VS-216, 24 GA." UNDER: PANEL, TRIM AND FAMING INFORMATION ROOF PANELS, ON THE SCHULTE SHOP DRAWINGS, WE DON'T HAVE ANY ROOF SUBMITIALS FROM SBS ...

MATnlEW M. MAinlNEL ASSOC. AtA 7.22 ,\lISTIN HWY. SAN I\NTONto. HeX!\:) 7B20 i) L: ~IM!\.BJ!~hY,(1')OJJtKH~AIHE.!;:Q~!

P: EX, 35 \Vf WWW.JOllNCRAIlLE.COM

From: Daniel Boddie [mailto:[email protected]] Sent: Wednesday, March 06, 2013 10:39 AM To: Matthew Martinez Subject: Re: Footings field measurements lotJhmg was approved by JGA correct?

Daniel Boddie I Partner BoDen, LLC I 210.885.9537 Celli 11550 LH. 10 West, Suite 395A San Antonio, TX 78230 On Mar 6,2013, at 10:24 AM, Matthew Martinez <[email protected]> wrote: THANKS FOR THIS INFO DANIEL, I JUST TALKED TO ERICK KEY, AND THEY DID NOT SUPPLYTHE ROOF WITH THE PEMB PACKAGE, THEY SPEC'D THAT ROOF FOR THE ENGINEER TO DO THE LOAD CALeS, SBS PURCHASED THE MATERIAL AND ROLLED THE PANELS THEMSELVES I BELIEVE

<imageOO1.jpg> MATTHEW 1"1. MARTINEZ. ASSOC AlA !\U~1T1N flWY ;::'.\~ ANTONiO, TEXAS !()20;) E: ~~~~J.!::!ill>MllLD2M P: < ".,,"'J..'" 0 .• w· \VWWJ()f[NGl/;1i\t.E.COlvI

From: Daniel Boddie [mailto:[email protected]] Sent: Tuesday, March 05, 2013 9:42 PM To: Matthew Martinez Subject: Footings field measurements Sorry this took so long...Busy Day...

EXHIBIT 53 SW Corner CMU 5'-11" @ south face Lug 5'-5" @ South Face CMU 5'·4" @ West Face Lug 6'-1/2" @ West Face NW Corner CMU 5'-3 1/2" @ West Face Lug 5'-8 1/4" @ West Face CMU 5'-11" @ North Face Lug 5'-4 3/4" @ North Face Thanks, DB

EXHIBIT 53 DEFENDANT'S EXHIBIT· Matthew Martinez < [email protected]> 'It: Tuesday, March 12, 2013 3:19 PM .....bject: Emailing: IMG_1462, crooked steel beam, IMG_1458 Attachments: IMG_1462Jpg; crooked steel beamJpg; IMG_1458Jpg

HERE ARE SOME FIELD SHOTS OF THE FORMWORK PRE-POUR .•. JUST FYI

EXHIBIT 54 EXHIBIT 54 EXHIBIT 54 EXHIBIT 54 DEFENDANT1S EXHIBIT , 55 ''''Im: Matthew Martinez < [email protected]> )t: Wednesday, March 13,2013 10:43 AM ",ubject: RE: Pictures

Thanks victor, that makes sense. Team, see direction below ...

AllCHITJl:C'I'$· INC MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY. SAN ANTONIO, TEXAS 78209 E MMA~TINEZ0JjOHNGRABLE.COM P: 210-820-3332 EX 35 W WWW.)OHNQRABI.ECQM

From: Victor M. De Anda Jr [mailto:victor@synergy-se,coml Sent: Wednesday, March 13, 2013 10:32 AM To: Matthew Martinez Subject: Re: Pictures Matt, Attached please find the detail that was previously submitted as part of the lug extension. They need to pour all the way down to the bottom of the grade beam Thanks

WE JUST MOVED TO OUR NEW OFFICE!!!!!!!!

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. 6909 Springfield Ave. Suite 105 Laredo, TX. 78041 0: 956-753-5860 M: 956-237-7908

'¥om: Matthew Martinez <mmartinez@lohngrable,com> j: John Grable <[email protected]>; Victor M De Anda Jr <[email protected]> Cc: Daniel Boddie <[email protected]>

EXHIBIT 55 Sent: Wed, March 13,2013 10:13:25 AM Subject: FW: Pictures Team, attached are some pictures taken by Daniel of as-built conditions of the hangar foundation, and as you can see, ~ lug of the pilasters havd no foundation below approx. 10". We'd like to solicit any input for structural implications, repair, or reinforcement of this area, to get us back to normal.

My first thoughts are: We are planning to widen the footprint of the pilaster to support a wider stone veneer in this area, can we use this pour, properly reinforced as spec'd, to support this cantilevered lug. Is it as simple as doweling into it to continue load transfer? Please advise all, thanks -matt

AflCHITI~:rS lOle: MATTHEW M. MARTINEZ, ASSOC. AlA AUSTIN HWY. SAN ANTONfO. TEXAS 78209 E: MMArnlNEZ@)JOHNGRABLE.CQM P: 210-820-3332 EX. 35 W: WWWJOHNGRABLECOM

From: Daniel Boddie [mailto:[email protected]] Sent: Wednesday, March 13, 2013 9:53 AM To: Matthew Martinez Subject: Pictures

EXHIBIT 55 EXHIBIT 55

EXHIBIT 55 EXHIBIT 55

EXHIBIT 55 EXHIBIT 55 Daniel Boddie I Partner BoDen, LLC 1210.885.9537 Celli t 550 l.H. 10 West, Suite 395A San Antonio, TX 78230

EXHIBIT 55 DEFENDANT1S EXHIBIT m X :r: OJ -I (J')

SBS 0590 SBS 0592 m X ::r: OJ -I c» m >< I CD -I CJ1 en

SBS 0596 m >< ::I: OJ --I en SSS 0599 m >< :::r: til -I 0'1 0) SBS 0601 m X :r: OJ -I CJ1 (J) SBS 0603 m >< :r: OJ -I C1I 0)

'.

SBS 0604 m >< :::c OJ -I CJ1 0) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SBS 0608 I I I SBS0609 m X ::I: OJ -i C.11 0)

SBS 0610 , j m >< ::r: OJ -I C11 0>

SBS 0612 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I m >< ::J: CD -f C1I 0> EXHIBIT 56 DEFENDANT1S EXHIBIT From: Daniel Boddie <[email protected]> Sent: Thursday, May 16, 2013 10:27 PM To: Thomas Pittman Subject: FW: sidewall fans Attachments: Holt sidewall fans - Submittal.pdf

Has jeff talked to you about these?

I think I mentioned to you that the existing fan would not fit in the coupla as it was too big (the one left behind by SBS).

In speaking with Jeff, it sounded like you knew about it. Just wanted toverifyS.

Daniel Boddie I Partner BoDen, LLC I 210.885.9537 <tel:210.885.9537> Cell I 11550 I.H. 10 West, Suite 395A San Antonio, TX 78230 <x-apple-data-detectors://4>

On 5/16/13 3:32 PM, "Jeff Holt" <[email protected]> wrote: >I'fease see the attachment. > >Regards, > >Jeff Holt I Project Manager >P: 210.661.7500 I F: 210.662.9122 I C: 210.843.5723 >E: [email protected] >A: 5522 Rittiman I San Antonio, TX 78218 > >Holts Mechanicals Legal Disclaimer: This email may contain confidential >information. >If you are not the intended recipient, you must not disclose or use the >information contained in it. If you received this email in error, >please notify us immediately by return email and delete the document. > > >-----Original Message----- >From: [email protected] [mailto:[email protected]] >Sent: Friday, May 10, 2013 10:08 AM >To: Jeff Holt >Subject: sidewall fans > >see attached

EXHIBIT 57 DEFENDANT'S EXHIBIT ""c:.' ...... _

")m: Bob Carnwath <[email protected]> nt: Wednesday, June 26,2013 5:02 PM Subject: Re: Light fixtures left onsite

Yes, the cost on what was left behind was around $10,000.00 Bob Carnwath Remount San Antonio, TX 78218 [email protected] phone #210-995-2185 Ifax #210-967-6613 www.c-s-enterprise.com C&S Enterprise supports thefundraising initiative: Web: www.limelightproducts.net Electrical Contractor

From: Daniel Boddie [mailto:[email protected]] Sent: Wednesday, June 26, 2013 04:54 PM To: Jennifer Swisher <[email protected]>; Bob carnwath Subject: Re: Light fixtures left onsite

.1 you ball park the cost of the fixtures left on site for Ms. Swisher?

Thanks, Daniel Boddie I Partner BoDen, LLC I 210.885.9537 Cell I 11550 I.H. 10 West, Suite 395A San Antonio, TX 78230

BoDen Legal Disclaimer: This email may contain confidential information. If this email is not intended for you, you must not disclose or use the information contained in it If you received this email in error, please notify us immediately via return email and delete all information.

From: Jennifer Swisher <[email protected]> Date: Wednesday, June 26,2013 4:15 PM To: Daniel Boddie <[email protected]> Subject: RE: Light fixtures left onsite ) we have prices for all of these? Could we get some from Bob Carnwath? We need to see what these fixtures cost so we will know if the lien against us by the electrician are sufficient for not.

EXHIBIT 58 Thanks,

Levvis EnerQv GI/CUD' ..lI;,..,lor' .l.

Jennifer Swisher, Construction Coordinator 10067 Jones Maltsberger, San Antonio, Tx, 78216 Email: [email protected] Phone: (210) 384-5036 Cell: (210) 240-2677

From: Daniel Boddie [maifto:[email protected]] Sent: Wednesday, June 26, 2013 10:33 AM To: Jennifer Swisher Subject: Light fixtures left onsite Jennifer, This is the list from Bob Carnwath regarding quantities of fixtures left behind at the jobsite.

Thanks, ...iel Boddie I Partner >en, LLC I 210.885.9537 Cell I .L1550 I.H. 10 West, Suite 395A San Antonio, IX 78230 BoDen Legal Disclaimer: This email may contain confidential information. If this email is not intended for you, you must not disclose or use the information contained in it. If you received this email in error, please notify us immediately via return email and delete all information.

THE ELECTRONIC TRANSMISSION (ANDIOR THE DOCUMENTS ACCOMPANYING In MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER THAT IS PROTECTED BY THE ELECTRONIC COMMUNICATIONS PRIVACY ACT, 18 U.S.C. SECTIONS 2510 AND 2521 AND MAY BE LEGALLY PRIVILEGED. THIS MESSAGE (AND ANY ASSOCIATED FILES) IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, SUBJECT TO COPYRIGHT OR CONSTITUTES A TRADE SECRET. IF YOU ARE NOT THE INTENDED RECIPIENT YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, COPYING OR DISTRIBUTION OF THIS MESSAGE, OR FILES ASSOCIATED WITH THIS MESSAGE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY LEWIS ENERGY GROUP'S LEGAL DEPARTMENT IMMEDIATELY BY TELEPHONE (210-384·3200) AND DESTROY THE ORIGINAL MESSAGE. MESSAGES SENT TO AND FROM US MAY BE MONITORED. THANK YOU!

EXHIBIT58 DEFENDANT'S EXHIBIT Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

August 7, 2013 Invoice No. 62 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 07/31/2013 in connection with: SBS Construction Hours Amount 07/02/2013 CB Review and analyze all client documents; review 5.30 1,325.00 and analyze Robertson and SBS pleadings; strategy regarding formulating response to Robertson and SBS claims; be in Ie al research to

07/02/2013 JS Review SBS Answer, Cross Claim and Third Party 2.90 1,116.50 Claims, review file in relation to documents relevant to responding to same; analysis of issues related to venue; review contracts in relation to same; coordinate with Colbie Brazell on additional research in relation to same; prepare for and _ a t e in call with Wes Sharpie regarding ; further motion to transfer venue analysis; correspondence to counsel for Robertson regarding issues with claim; review corres ondence from Wes Shar les ; follow up correspondence to counsel for Robertson regarding motion to transfer venue; review additonal corres ondence from Wes Shar les ; review received from Wes Sharples.

07/03/2013 CB Continue legal research regarding ability to transfer 6.40 1,600.00 case to Bexar or Hidalgo counties on mandatory venue grounds; draft motion to transfer venue, original answer, and cross-claim against SBS; review and analyze documents in case file in connection with drafting same; revise and edit

EXHIBIT 59 2050-0001 Invoice No: 62 Tri-Bar Ranch Company, Ltd. Invoice Date: 08/07/2013 same; receive and review additional client documents including lien analysis and SBS draw requests. ( 07/03/2013 JS Telephone conference with Wes Sharples 0.50 192.50 '" regarding follow up issues on motion to transfer venue and strategy for proceeding; coordinate with Colbie Brazell on preparing answer and motion to transfer venue; correspondence to Wes Sharples regarding follow up issues in relation to same.

07/08/2013 CB Revise and edit Tri-Bar motion to transfer venue, 0.60 150.00 answer, and counter-claim; finalize same for filing; file and serve same.

07/08/2013 JS Review and revise answer and motion to transfer 1.30 500.50 venue prepared by Colbie Brazell; coordinate filing of same; telephone conference with Wes Sharples regarding update on status and issues with Robertson Electric; review summary of costs in relation to electrical scope of work and potential claims for defective work against Robertson; extended telephone conference with counsel for Robertson Electric regarding issues in case, potential for settlement and request for pay applications; correspondence to Wes Sharples regarding request for complete copy of construction file; follow up correspondence to counsel for Robertson regarding various issues related to settlement; 07/09/2013 JS Review correspondence from Wes Sharpels 0.70 269. 50(~~"') regarding additional informaton on Tri-Bar position on amounts owed to Robertson; various ~ / correspondence with counsel for Robertson regarding the parties positions on liability and settlement; review invoices and other documentation received from Robertson counsel and initial analysis of same; correspondence to Wes Sharpels transmitting same.

07/10/2013 JS Extended correspondence with counsel for 0.40 154.00 Robertson setting forth positions on liability and settlement issues; various follow up correspondence regarding same.

07/12/2013 CB Review and analyze client documents, including 0.30 75.00 project file.

07/15/2013 CB Review and analyze construction file; review and 3.90 975.00 analyze invoices produced by Robertson; analysis and legal research regarding validity of Robertson and SBS liens; draft brief memorandum summarizing status of documentation of termination and notice of SBS defective work prior to termination.

07/16/2013 CB Continue reviewing and analyzing client documents 0.80 200.00 and documents informally produced by Robertson regarding Robertson's claim on unpaid invoices; begin draw and pay application document analysis regarding SBS's claim for damages.

u EXHIBIT 59 2050-0001 Invoice No: 62 Tri-Bar Ranch Company, Ltd. Invoice Date: 08/07/2013 07/16/2013 JS Review summary of document review prepared by 0.80 308.00 Colbie Brazell; analysis of issues related to Robertson Electric claims; 07/17/2013 CB Conduct reconciliation and analysis of all SBS pay 1.50 375.00 applications and change orders paid/unpaid to ascertain damages amounts claimed by SBS for use in damages model; conference call with W.

Sharples regarding strategy for responding to Robertson lawsuit and damages analysis; strategy regarding potentially filing motion to dismiss Robertson's tortious interference with contract claim; brief research regarding deadline to file motion to dismiss; strategy regarding drafting answer to lawsuit for G&R and R. Lewis.

07/17/2013 JS Review correspondence from Wes Sharples and 1.20 462.00 Tony Trevino regarding status of matter; prepare for and participate in conference call with Wes Sharples regarding Robertson issues and other pending issues; meeting with Colbie Brazell regarding follow up issues; 07/18/2013 CB Review and analyze Robertson/SBS subcontract 0.70 175.00 for use in evaluating Robertson's tortious interference claims; conference call with W.

Sharples regarding preparing answer and defenses on behalf of G&R and R. Lewis; strategy regarding drafting answers; begin drafting answers.

07/18/2013 JS Telephone conference with Wes Sharples 0.60 231.00 regarding answering on behalf of other owner parties and strategy for proceeding; coordinate with Colbie Brazell on analysis of tortious interference issues and contractual provisions in subcontract and SBS contract relevant to same; 07/22/2013 CB Read and analyze SBS's response to motion to 2.30 575.00 transfer venue and cases cited in connection with same; draft motion to transfer venue, answer, and verified denial for R. Lewis and G&R; revise and edit same.

07/22/2013 JS Review and analysis of SBS response to Motion to 0.60 231.00 Transfer Venue and cases cited in same.

07/24/2013 JS Review correspondence from Jimmie Brown 1.10 423.50 regarding status of settlement issues; correspondence to Wes Sharples regarding same; review correspondence from Wes responding to same and correspondence to Jimmie Brown regarding same; review follow up correspondence from Jimmie Brown regarding same and forward same to Wes Sharples; review draft answers and motions to transfer venue for Rod Lewis and G&R Land Company and revise and edit same; correspondence to Wes Sharples transmitting draft answers; various follow up correspondence with Jimmie Brown regarding proposed settlement meeting.

07/24/2013 CB Strategy regarding arguments to utilize in replying 0.50 125.00 to SBS's response to motion to transfer venue;

EXHIBIT 59 2050-0001 Invoice No: 62 Tri-Bar Ranch Company, Ltd. Invoice Date: 08/07/2013 brief legal research regarding evidence required to prove venue facts, 07/25/2013 CB Conference call with W. Sharples regarding 0.90 finalizing R. Lewis and G&R verified answers; research secretary of state website to determine proper individual to verify G&R answer; revise G&R answer with updated verification information; begin drafting correspondence to opposing counsel regarding analysis of Robertson's damages and scheduling settlement conference, 07/25/2013 JS Telephone conference with Wes Sharples 0.30 115.50 regarding Robertson meeting issues and answers for G&R and Lewis.

07/29/2013 CB Perform detailed analysis of all Robertson pay 2.90 725.00 application amounts claimed compared to work actually performed per Tri-Bar; draft correspondence to counsel for Robertson detailing invalidity of Robertson pay application amounts claimed; re-calculate Robertson retainage amounts owed for use in correspondence to Robertson's counsel; research regarding elements of tortious interference claim.

07/30/2013 JS Review correspondence from Wes Sharples 0.70 269.50 regarding Morrell Masonry issues; telephone conference with Wes Sharples regarding same; review property code in relation to same and potenial for interpleader; follow up telephone conference with Wes Sharples regarding same; initial review of discovery served by SBS and coordinate with Colbie Brazzel regarding responses to same.

07/31/2013 JS Review and revise Settlement Agreement; 0.40 154.00 correspondence to Wes Sharples regarding same.

07/31/2013 JS Review and analysis of revised form of settlement 0.60 231.00 agreement received from Wes Sharples; extended telephone conference with counsel for Morrel Masonry regarding settlement issues; telephone conference with Wes Sharples regarding same; Total Fees 38.20 $11,183.50 Quantity Amount 07/09/2013 JS Kendall County District Clerk 35.00 35.00 07/13/2013 JS Certified Mail Postage 13.02 13.02 Total Disbursments 86.22 $11,231.52

Total Amount Due on this Invoice $11,231.52 1

EXHIBIT 59 2050-0001 Invoice No: 62 Tri-Bar Ranch Company, Ltd. Invoice Date: 08/07/2013 Timekeeper Summary

Timekeeper Name Hours Rate Amount John Slates 12.10 385.00 $4,658.50 Colbie Brazell 26.10 250.00 $6,525.00 Totals 38.20 $11,183.50

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEI N XX-XXXXXXX

September 9, 2013 Invoice No. 142 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 08/31/2013 in connection with: SBS Construction Hours Amount 08/01/2013 JS Draft revised language for settlement agreement 0.50 192.50 and forward same to Wes Sharples; review follow ~ corresg.on.d.e.nc.e from Wes Sharples. • • ; revise and edit settlement; correspondence to counsel for Morrell regarding same; review proposed changes to form of settlement agreement received from counsel for Morrell and respond to same.

08/02/2013 CB Begin drafting objections and responses to SBS 0.90 225.00 request for production.

08/05/2013 JS Telephone conference with Karalynn Cromeens 0.90 346.50 regarding settlement agreement language; follow up correspondence regarding same; telephone conference with Wes Sharples regarding ; follow up with Karalynn Cromeens regarding same; draft correspondence to Karaynn Cormeens with proposed language on same; review revised language proposed by Karalyn Cromeens; correspondence to Wes Sharples regarding review response to same; revise and edit settlement agreement to include representation on claims paid; review ~pondence from Wes Sharel,es regarding _ • telephone conference with counsel for Morrell regarding same; revise and edit summary of Robertson issues and forward to counsel for Robertson; 08/05/2013 CB Continue drafting objections and responses to 4.10 1,025.00 SBS's re uest for reduction, includin i

L)/- "

EXHIBIT 59 2050-0001 Invoice No: 142 Tri-Bar Ranch Company, Ltd. Invoice Date: 09/09/2013

prod~ction, and request for admission; drafting. be. begin drafting discovery to SBS, including interrogatories, request for

for use in drafting discovery and preparing outline and strategy for SBS's corporate representative deposition.

08/06/2013 JS Review correspondence from counsel for 0.20 77.00 Robertson regarding potential meeting; review correspondence from counsel for Morrell regarding execution of settlement agreement; review corres ondence from Wes Shar les re arding ; follw up correspondence regarding same.

08/07/2013 JS corresyondence with Wes Sharples regarding 0.60 231.00 ; correspondence to counsel for Robertson regarding settlement issues; review correspondence from counsel for Morrell regarding status of execution; forward same to Wes Sharples; telephone conference with Wes Sharwes regarding ; follow up tele hone conference with Wes Shar les re ardin egarding same; review and analysis of Robertson's response to motion to transfer venue; review Robertson's discovery requests; coordinate with Colbie Brazell regarding preparing responses to same ; 08/07/2013 CB Finish drafting responses to SBS's request for 3.10 775.00 production; revise and edit same; receive and analyze Robertson response to Tri-Bar motion to transfer venue; receive and analyze Robertson discovery to Tri-Bar and begin drafting responses to same.

08/08/2013 JS Telephone conference with Wes Sharples 0.30 115.50 regarding ; coordinate with Colbie Hale regarding same.

08/08/2013 CB Strategy regarding drafting discovery to SBS and 0.20 50.00 Robertson and other outstanding case issues.

08/09/2013 CB Conduct research regarding elements and 5.40 1,350.00 defenses to tortious interference claim; read and analyze cases regarding same; analysis of tortious interference case law as applied to facts of case as developed to date; draft memorandum summarizing research and analysis of same.

08/12/2013 CB Perform research regarding "major transaction" 3.70 925.00 and performance of contract venue analysis; read and analyze cases regarding same; begin drafting first amended motion to transfer venue and alternative motion to sever SBS's claims; brief research regarding severance standard for use in draft motion.

08/13/2013 CB Continue reading and analyzing cases regarding 2.30 575.00 . venue based on major transaction and venue

EXHIBIT 59 2050-0001 Invoice No: 142 Tri-Bar Ranch Company, Ltd. Invoice Date: 09/09/2013 selection clauses; continue drafting amended motion to transfer venue and motion to sever; (--~~ analysis of Robertson invoices and case documents ; draft brief memorandum to J. Slates summarizing results of analysis of same.

08/13/2013 JS Review correspondence from Jimmie Brown 0.40 154.00 regarding potential settlement; corespondence to Wes Sharples regarding _ . ; review and revise summary of research; correspondence forwarding same to Wes Sharples 08/14/2013 CB Receive and brief review of SBS's responses to 0.10 25.00 Robertson's first set of request for production and interrogatories.

08/15/2013 JS Review SBS's discovery responses to Robertson 0.30 115.50 Electric and analysis of same.

08/15/2013 CB Strategy regarding drafting discovery to SBS and 0.10 25.00 Robertson.

08/19/2013 CB Finalize and file R. Lewis and G&R motion to 2.90 725.00 transfer venue and original answers; continue drafting Tri-Bar first amended motion to transfer venue, incorporating additional case law research and venue arguments; read and analyze case law in connection with drafting same.

08/20/2013 CB Draft first amended motion to transfer venue; 6.00 1,500.00 revise and edit same; draft affidavit in support of /~-~~---,

77.00~~_ ) motion to transfer venue.

08/20/2013 JS Telephone conference with counsel for Roberston 0.20 regarding potential meeting; review and revise responses to SBS request for production; 08/21/2013 JS Extended telephone conference with Jimmie Brown 0.30 115.50 regarding issues in case and potential telephone conference with clients to discuss potential settlement; 08/26/2013 CB Draft objections and responses to Robertson's 3.80 950.00 interrogatories and request for production ("RFp"); strategy regarding drafting comprehensive case memorandum; review and analyzes SBS's response to Robertson's interrogatories and RFP; draft and transmit correspondence to counsel for SBS regarding obtaining documents produced by SBS in response to Robertson RFP.

08/26/2013 JS Review and revise responses to SBS discovery; 2.10 808.50 draft requests for production to SBS; draft interrogatories to SBS; draft requests for production to Roberstson; draft interrogatories to Robertson; 08/27/2013 JS Correspondence with Wes Sharples regarding 1.20 462.00 _ ; te'phone conference with Wes Sharples regarding ; reviewing draft discovery and further revision and editing of same; correspondence forwarding same to Wes Sharples; review and revise responses to Robertson /- -- "-

lJ EXHIBIT 59 2050-0001 Invoice No: 142 Tri·Bar Ranch Company, Ltd. Invoice Date: 09/09/2013 discovery requests; correspondence to Wes Sharples regarding _ .

08/27/2013 CB Receive and review Schulte Building's petition in 3.10 775.00 intervention; finish drafting responses to Robertson interrogatories and RFPs; begin drafting responses to Roberston and SBS request for disclosure.

08/27/2013 CB Draft 0.30 75.00

08/28/2013 JS 0.60 231.00

08/28/2013 CB 1.00 250.00

responses.

08/29/2013 CB Review and analyze documents produced by SBS 1.10 275.00 in response to Robertson discovery requests.

08/30/2013 CB Draft and edit responses to SBS request for 3.80 950.00 disclosure; review and identi all documents

08/30/2013 JS Review notes related to amount of settlement offer 0.20 77.00 to make to Robertson; 08/30/2013 JS Review notes of pay application analysis to 0.20 77.00 determine correct settlement amount and coordinate with Colbie Brazell in relation to same.

Total Fees 49.90 $13,555.00 Amount 08/19/2013 JS Postage 12.62 08/26/2013 JS Kendall County District Clerk - filing fee 35.00 Total Disbursments 47.62 $13,602.62 Total Amount Due on this Invoice $13,602.62 1

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 41.90 250.00 $10,475.00 John Slates 8.00 385.00 $3,080.00 Totals 49.90 $13,555.00

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

October 15, 2013 Invoice No. 215 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 09/30/2013 in connection with: SBS Construction Hours Amount 09/02/2013 JS Review Schulte Building Systems petition in 0.30 115.50 intervention and analysis of issues related to same.

09/03/2013 CB Finalize and serve responses to SBS's request for 0.80 200.0r .~) production.

09/03/2013 JS Review revised form of responses to SBS requests 0.20 77.00 -,--.- for production; coordinate with Colbie Brazell on service of same.

09/04/2013 JS Review cOiiondence from Wes Sharples 0.30 115.50 regarding I and coordinate with Colbie Brazell regarding same; review various correspondence regarding same.

09/04/2013 CB Revise and edit responses to Robertson request 0.60 150.00 for production and interrogatories; exchan e emails with W. Shar les re ardin

09/05/2013 JS Various correspondence regarding discovery 0.20 77.00 responses to SBS.

09/05/2013 CB Exchange multiple communications with client 0.50 125.00 rou re ardin ; finalize and serve Robertson discovery responses.

09/06/2013 JS Review various correspondence regarding 0.20 77.00 Robertson discovery and final form of same.

09/06/2013 CB Receive and review correspondence from T. Clark 0.60 150.00 regarding document production status; draft and transmit response to same; receive and analyze additional information and documents from T.

Weigand to assist in supplementing interrogatory

EXHIBIT 59 2050-0001 Invoice No: 215 Tri-Bar Ranch Company, Ltd. Invoice Date: 1011512013 responses.

09/09/2013 CB Review, analyze, and prepare all documents for 6.20 1,550.00 production for in-person review by T. Clark; conference with T. Clark regarding document production contents and logistics; draft Robertson supplement interrogatory responses; review and analyze SBS contract valuation analysis, SBS deficiency report, and job transaction detail report to aid in drafting interrogatory responses and compiling damages model; draft and transmit correspondence to J. Brown regarding supplemental interrogatory responses and status of document production; finalize and serve supplementary interrogatory responses; continue compiling lists of documents needed for production.

09/09/2013 JS Coordinate with Colbie Brazell on issues for 0.30 115.50 document production to SBS.

09/10/2013 CB Revise, finalize, and serve first request for 1.70 425.00 production and interrogatories on SBS; draft and transmit correspondence to counsel for Schulte enclosing all recently served discovery.

09/19/2013 CB Revisions to amended motion to transfer venue, 0.80 200.00 includin draftin

09/20/2013 JS 0.40 154.00

09/20/2013 CB 0.30 75.00

09/23/2013 JS 0.10 38.50

09/23/2013 CB 0.70 175.00

09/24/2013 JS 1.10 423.50

09/24/2013 CB 1.30 325.00 ; continue compiling damages analysis; review of change orders and SBS draws to reconcile with damage claim.

Total Fees 16.60 $4,568.50

EXHIBIT 59 2050-0001 Invoice No: 215 Tri-Bar Ranch Company, Ltd. Invoice Date: 10/15/2013 Amount 09/25/2013 JS Federal Express 23.05 Total Disbursments

Total Amount Due on this Invoice $4,591.551

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 13.50 250.00 $3,375.00 John Slates 3.10 385.00 $1,193.50 Totals 16.60 $4,568.50

l) EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

November 8, 2013 Invoice No. 309 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 10/31/2013 in connection with: SBS Construction Hours Amount 10101/2013 JS Teleph.one conference with Wes Sharples 0.40 154.00 regarding telephone conference with counsel for SBS regarding same.

10104/2013 JS Correspondence to opposing counsel transmitting 0.20 77.00 initial damages analysis; 10108/2013 JS Review correspondence from counsel for SBS 1.60 616.00 setting forth position on settlement; prepare for and participate in extended tele hone conference with clients regarding n; review contract in relation to ; review updated summary on amounts due received from SBS; anal sis of issues related to , coordinate with Giselle Gafford reg additonal research on same; telephone conference with Tom Clark regarding timing of document production.

10109/2013 JS Review and analysis of SBS responses to requests 0.30 115.50 for production and interrogatories and forward same to clients; review subpoena to third parties received from counsel for SBS; forward same to clients; 10109/2013 GG Review and analysis of SBS's responses to 0.20 54.00 Tri-Bar's Request for Production of Documents and Interrogatories.

10/10/2013 JS Telephone conference with counsel for SBS 0.50 192.50 regarding discovery issues; correspondence to

EXHIBIT 59 2050-0001 Invoice No: 309 Tri-Bar Ranch Company, Ltd. Invoice Date: 11/08/2013 Wes Sharples regarding"; review corres ondence from Wes Shar les regarding.

10/10/2013 GG 2.20 594.00

; Analysis of case law re: same.

10/11/2013 JS Review correspondence from counsel for 0.20 77.00 Robertson regarding discovery issues; telephone conference with counsel for SBS regarding document production issues; 10/16/2013 GG Research re ardin 3.20 864.00

Analysis of case law re: same; Reserach Memo to J. Slates re: same.

10/16/2013 GG Receipt and analysis of documents produced by 0.50 135.00 SBS in response to Tri-Bar's RFPs; Analysis of collection of documents produced by Grable.

10/16/2013 JS Review research erformed b Giselle Gafford on 0.20 77.00 and analysis of issues

10/16/2013 JS related to same; coordinate with Giselle Gafford regarding follow up issues in relation to same.

Selected review of documents produced by 0.60 ( 231.00 '-- .-/ ) architect; 10/17/2013 JS Coordinate with Giselle Gafford on document 0.80 308.00 review issues and related discovery issues; telephone conference with Jimmie Brown regarding outstanding discovery issues; telephone conference with Tom Clark regarding same; continue review of selected architect documents.

10/17/2013 GG Strategy regarding document review, document 0.60 162.00 production, and discovery responses; Analysis of pleadings and discovery responses.

10/18/2013 JS Correspondence with Wes Sharples regarding 0.20 77.00 ; telephone conference with counsel for Robertson regarding mediation issues.

10/21/2013 JS Initial review of documents received from Wes 0.40 154.00 Sharples;~econference with Wes Sharples _ _; coordinate with Giselle Gafford regarding review of same; 10/23/2013 GG Coordinate Tri-Bar's supplemental production of 0.20 54.00 documents including Tri-Bar's supplemental claims documentation and Grable documents.

10/24/2013 GG Research re ardin 3.60 972.00

EXHIBIT 59 2050-0001 Invoice No: 309 Tri-Bar Ranch Company, Ltd. Invoice Date: 11/08/2013 A201 Commentary re: same.

10/29/2013 GG Review SBS documents and client files for 0.50 135.00 Robertson Electric Pay Applications Nos. 1-2; Email correspondence to client Total Fees 16.40 $5,049.00

Amount 09/05/2013 JS Certified Mail Postage 12.22 10/31/2013 JS Litigation support vendors 162.38 Total Disbursments $174.60

Total Amount Due on this Invoice $5,223. 6 °1

Timekeeper Summary

Timekeeper Name Hours Rate Amount Giselle Gafford 11.00 270.00 $2,970.00 John Slates 5.40 385.00 $2,079.00 Totals 16.40 $5,049.00

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

December 13, 2013 Invoice No. 396 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 11/30/2013 in connection with: SBS Construction Hours Amount 11/05/2013 CB Review, analyze, and flag key documents in SBS 4.90 1,225.00 document production (2,013 pages); revise, finalize, and serve responses to SBS and Robertson request for disclosure; brief review of summary of AlA legal analysis regarding key contractual provisions; locate and analyze SBS daily and weekly project reports; brief review of additional documents produced by J. Grable and W. Sharples; brief tele hone conference with W.

Shar les re ardin 11/05/2013 JS 0.40 154.00 ; coordinate with Colbie Brazell on various follow up issues; coordinate document review issues and other pending issues.

11/06/2013 JS Review daily reports received from Colbie Brazell; 0.30 115.50 coordinate with Colbie Brazell regarding additional issues in relation to same; review correspondence from opposing counsel regarding request for daily reports.

11/06/2013 CB Review and analyze SBS daily and weekly reports; 0.70 175.00 draft and transmit email to W. Sharples ; draft and transmit email to T.

Clark regarding verifying possession of all SBS daily and weekly reports; receive and review response from T. Clark to same.

11/07/2013 CB Receive and brief review of Tri-Bar email 0.20 50.00 correspondence flash drive; receive and respond to correspondence from T. Clark verifying production

EXHIBIT 59 2050-0001 Invoice No: 396 Tri-Bar Ranch Company, Ltd. Invoice Date: 12/13/2013

\! 11/08/2013 CB 0.80 200.00

11/08/2013 DJ 0.40 60.00 11/11/2013 JS 0.20 77.00

11/11/2013 CB 0.70 175.00

11/12/2013 CB 1.60 400.00

11/15/2013 JS 0.30 115.50

11/18/2013 JS 0.20 77.00

11/18/2013 CB 1.30 325.00

11/19/2013 JS 0.20 77.00

11/20/2013 CB 0.30 75.00

11/21/2013 JS 0.60 231.00

; teleP.ho.n.e.c.o.n.fe.r.e.nce with Wes Sharples regarding 11/21/2013 CB Receive and review correspondence from SBS's 1.40 350.00 counsel regarding discovery issues; perform analysis of production of settlement documents with subcontractors; draft email summarizing status of production of subcontractor settlement documents; prepare additional subcontractor settlement documents for production; .hone conference with W. Sharples re:

EXHIBIT 59 2050-0001 Invoice No: 396 Tri-Bar Ranch Company, Ltd. Invoice Date: 12/13/2013 ; begin drafting responses to SBS counsel re: discovery issues.

11/21/2013 JS Tele hone conference with Neena Sin h regarding 0.70 ; revise and edit same; correspondence transmitting same; analysis of nondisclosure issues in relation to release of Morrell Masonry settlement agreement to opposing counsel; review Morrell Masonry settlement; correspondence to counsel for Morrell regarding nondisclosure issues.

11/26/2013 CB Receive and review correspondence from T. Clark 0.30 75.00 regarding supplemental document production; investigation into status of supplemental production.

Total Fees 15.50 $4,226.50

Amount 09/25/2013 JS Blend Document Technologies - # 211.09 26296--Litigation support vendors 10109/2013 JS Thomson Reuters - #828364254. Online 196.77 research 10/10/2013 JS Thomson Reuters - #828364254. Online 29.33 research 10/16/2013 JS Thomson Reuters - #828364254. Online 52.35 research 10/24/2013 JS Thomson Reuters - #828364254. Online 51.28 research 10/24/2013 JS Certified Mail Postage 12.62 10/28/2013 JS Platinum IDS - #39280 162.38 11/12/2013 JS Certified Mail Postage 12.62 11/18/2013 JS Certified Mail Postage 6.97 Total Disbursments $735.41

Total Amount Due on this Invoice $4,961.91 1

Timekeeper Summary

Timekeeper Name Hours' Rate Amount Colbie Brazell 12.20 250.00 $3,050.00 Debbie Jones 0.40 150.00 $60.00 John Slates 2.90 385.00 $1,116.50 Totals 15.50 $4,226.50

l) EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469)317-1000 Fax: (469)317-1100 FEI N XX-XXXXXXX

January 15, 2014 Invoice No. 445 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 12/31/2013 in connection with: SBS Construction Hours Amount 12/02/2013 CB 0.20 50.00 ') 12/09/2013 CB 0.70 175.00

12/10/2013 CB 0.40 100.00

12/11/2013 CB 0.10 25.00 12/13/2013 CB 4.40 1,100.00

12/16/2013 JS 0.40 154.00

12/16/2013 CB 0.60 150.00

EXHIBIT 59 Invoice No: 445 Invoice Date: 01/15/2014 0.20 77.00 50.00(·~ /", 12/17/2013 CB 0.20

12/17/2013 JS 0.20 77.00

12/17/2013 CB 0.40 100.00

12/19/2013 JS 0.40 154.00

12/19/2013 CB 3.30 825.00

12/30/2013 JS 0.20 77.00 r . " \ Total Fees 11.70 $3,114.00\ ) / , "

Amount 12/11/2013 JS Certified Mail Postage 14.74 12/16/2013 JS Certified Mail Postage 5.01 Total Disbursments $19.75

Total Amount Due on this Invoice $3,133.751 Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 10.30 250.00 $2,575.00 John Slates 1.40 385.00 $539.00 Totals 11.70 $3,114.00

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

February 5, 2014 Invoice No. 520 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 01/31/2014 in connection with: SBS Construction Hours Amount 01/02/2014 JS Coordinate with Colbie Brazell on document 0.20 77.00 production issues. \ 01/02/2014 CB Exchange telephone calls and em ails with SBS's 1.60 400.00 local counsel re: discovery conference; review and analyze documents produced by C&S and BoDen in response to SBS subpoena.

01/08/2014 CB Draft response to Robertson motion to compel. 2.20 550.00 01/09/2014 CB Calculate discovery answer deadlines for use in 0.70 175.00 motion to compel and brief research regarding same; continue drafting response to motion to compel.

01/10/2014 CB Draft and transmit email to W. Shar les re: 0.40 100.00 receive and brief revie.w.of.aiiid.diiit.io.n.a.1.cl.ie.n.t.documents for production.

01/13/2014 CB Extended telephone conference with counsel for 5.10 1,275.00 SBS regarding Tri-Bar's responses to all of SBS's requests for rOQuction; draft memorandum to W.

Shar les

; continue drafting response to Robertson motion to compel.

01/13/2014 JS Analysis of in advance of call with 0.70 269.50 Wes Sharples; telephone conference with Colbie Brazell and Wes sharliiliiling . I ; review summary

EXHIBIT 59 2050-0001 Invoice No: 520 Tri-Bar Ranch Company, Ltd. Invoice Date: 02/05/2014 r of pending discovery issues and l i l i i i i i l i d Colbie Brazell and analysis of ; teliPhone conference with Wes Sharples regarding .

01/14/2014 JS Review various correspondence with Jimmie 0.20 77.00 Brown regarding pending motion to compel.

01/14/2014 CB Calculate and calendar deadline for discovery 5.30 1,325.00 period to close pursuant to Texas Rule of Civil Procedure 190.3 (Level 2); continue drafting response to motion to compel; finalize and serve supplemental document production containing post-SBS pay applications; draft correspondence to J. Brown regarding supplemental document production; receive lengthy correspondence from J.

Brown regarding discovery objections; draft response to same.

01/14/2014 CB Review and analyze Tri-Bar responses to 0.10 25.00 Robertson request for production to aid in drafting response to motion to compel.

01/15/2014 JS Review further correspondence with Jimmie Brown 0.20 77.00 regarding motion to compel issues.

01/15/2014 CB Finish drafting response to Robertson motion to 2.40 600.00 compe.l; e a r emails with W. Sharples regarding .

01/16/2014 CB Draft and transmit email to W. Sharples re: 0.30 75.00 ; receive and review email from J. Smith re: motion to compel hearing. .' 01/17/2014 CB Extended tele hone conference with W. Shar les 3.50 875.00( re ardin ) .. ; receive and review correspondence from J. Brown regarding objections to discovery responses; draft proposed responses to objections and transmit to W. Sharples; receive and review correspondence fromSBS regarding motion to compel.

01/17/2014 JS Review correspondence from Jimmie Brown 0.20 77.00 regarding discovery dispute; coordinate with Colbie Brazell on strategy to take with respect to same.

01/20/2014 CB Draft detailed correspondence to counsel for 4.80 1,200.00 Robertson and counsel for SBS itemizing and addressing outstanding discovery issues; receive and review multi Ie emails from W. Shar les re ardin ; receive and review correspondence from SBS re uestin receive and review from W. Sharples and prepare same for production.

01/20/2014 JS Review draft correspondence to SBS and 0.30 115.50 Robertson on outstanding discovery issues; coordinate with Colbie Brazell regarding same.

01/21/2014 CB Telephone conference with J. Cluck re: revisions to 0.30 75.00 request for production responses and motion to compel; draft and transmit brief update to W.

( ~/ /

EXHIBIT 59 2050-0001 Invoice No: 520 Tri-Bar Ranch Company, Ltd. Invoice Date: 02105/2014 Sharples re: 01/22/2014 CB Multiple telephone conferences with J. Brown 2.50 625.00 regarding outstanding discovery issues; draft first revised responses to SBS request for production; draft list of outstanding document issues; draft and transmit correspondence to J. Brown and J. Cluck regarding supplemental document production; finalize and serve revised discovery responses.

01/23/2014 CB iliiPhone conference with W. Sh~rples re: . 2.00 500.00 ; receive and review proposed Rule 11 agreement regarding discovery from J. Brown; attention to various outstanding discovery issues.

01/24/2014 CB Receive and review correspondence from J. Brown 0.10 25.00 regarding Rule 11 Agreement.

01/27/2014 CB Receive and review correspondence from J. Brown 0.30 75.00 regarding diSCOViillEute and motion to compel hearing; receive I from W. Sharples and coordinate uploading of same for use in review/production; 01/2812014 CB Begin drafting privilege log responsive to SBS and 0.70 175.00 Robertson request for same; review and analyze recent client document production for privilege and responsiveness.

01/29/2014 CB Begin revising responses to Robertson discovery, 4.40 1,100.00 including interrogatories, request for production, and request for disclosure; review and analysis of BoDen document production in response to SBS ( subpoena; begin reviewing and categorizing documents for production in response to Robertson request for production; draft log detailing various document productions produced by Tri-Bar.

01/31/2014 CB Detailed review of additional client emails to 3.80 950.00 analyze for privilege and responsiveness; finish drafting privilege log; perform brief legal research regarding applicability of various privileges in connection with drafting same; continued review of BoDen document production to identify responsive documents produced by BoDen not included in Tri-Bar document roduction; draft email to W.

Shar les

Total Fees 42.30 $10,818.00

Amount 01/14/2014 JS Certified Mail Postage 29.25

Total Disbursments $29.25

EXHIBIT 59 2050-0001 Invoice No: 520 Tri-Bar Ranch Company, Ltd. Invoice Date: 02/05/2014 , . . . . - - - - - - - - , ,/~'-~ Total Amount Due on this Invoice $10,847. 2S I( \ ,

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 40.50 250.00 $10,125.00 John Slates 1.80 385.00 $693.00 Totals 42.30 $10,818.00

Co) EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469)317-1000 Fax: (469)317-1100 FEIN XX-XXXXXXX

March 11, 2014 Invoice No. 616 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 02/28/2014 in connection with: SBS Construction Hours Amount 02/01/2014 CB Receive and review~pondence from W. 0.10 25.00 Shrles.~garding _ 02/03/2014 CB Review and analyze documents produced by 4.40 1,100.00 Speedway Erection in response to SBS subpoena; continue drafting first revised responses to Robertson request for production, request for disclosure, and interrogatories; continue review and analysis of client documents to determine documents to be withheld for privilege; finish drafting privilege log; coordinate with D. Jones regarding location and organization of all previous document productions; draft comprehensive list identifying all previous SBS document productions; .d.ra.ft.a.n.dillltrlllan.s.m.·.,t.eiim.a.ilito.W•.Sharples regarding • ; draft list identifying categories of documents requested by Robertson.

02/03/2014 JS Review draft privilege log and attention to status of 0.20 77.00 various other pending issues.

02/04/2014 JS Review correspondence regarding pending 0.10 38.50 discovery issues.

02/04/2014 CB Draft withholding statements to SBS and 1.50 375.00 Robertson; finalize privilege logs to SBS and Robertson; draft correspondence to SBS and Robertson serving withholding statements and privilege logs; draft correspondence to SBS regarding supplemental document production; finalize and serve supplemental document production; receive and respond to email from W.

Sharples I

EXHIBIT 59 2050-0001

02/05/2014 CB i_.

Tri-Bar Ranch Company, Ltd.

Review and analyze all of Tri-Bar's previously-produced documents in order to identify 2.80 Invoice No: Invoice Date: 0311112014 700.00(/-/~-" documents responsive to Robertson's requests for \ production; revise and edit responses to Robertson request for production; prepare documents for production.

02/06/2014 CB Coordinate with vendor regarding document 0.80 200.00 production to Robertson; review and analysis of all documents to be included in Robertson document production; continue finalizing responses to Robertson discove~ceive and review _ from W. Sharples.

02/10/2014 CB Finish drafting revised responses to Robertson 2.60 650.00 discovery; finalize all documents for production in response to Robertson requests for production; draft correspondence to all counsel regarding revised responses; serve all revised discovery responses.

02/13/2014 CB Receive and review correspondence from J. Brown 2.60 650.00 regarding objections to revised discovery responses; analyze same and draft summary to W. ~s regarding _ ; review and analyze documents produced by SBS to ascertain all lien notices ~ Robertson; brief analysis regarding _ _ _ ; telePQone conference with W. iharples rei~ding • / 'j 02/14/2014 CB Receive and review 0.70 ( 175.00 ' ...-./ ) ill from W. Sharples; prepare additional documents regarding correspondence from Robertson for production; draft and transmit correspondence to J. Brown regarding supplemental document production.

02/17/2014 JS Review and revise motion to transfer venue. 0.10 38.50 02/17/2014 CB Strategy regarding responding to J. Brown 0.10 25.00 correspondence regarding Tri-Bar's discovery responses.

02/18/2014 JS Review cases cited in amended motion to transfer 1.10 423.50 venue; revise and edit draft amended motion to transfer venue.

02/18/2014 JS Telephone conference with Wes Shar les 0.20 77.00 re ardin and coordinate with Colbie Brazell regarding same.

02/18/2014 CB Begin drafting revisions to first amended motion to 0.30 75.00 transfer venue.

02/19/2014 JS Correspondence with opposing counsel regarding 0.20 77.00 scheduling mediation.

02/19/2014 CB Strategy regarding selecting mediator and 0.30 75.00 scheduling mediation; telephone call to Judge Brown office regarding potential mediation dates; strategy regarding revisions to motion to transfer

EXHIBIT 59 2050-0001 Invoice No: 616 Tri-Bar Ranch Company, Ltd. Invoice Date: 03/11/2014 venue based upon Robertson's filing of first amended petition.

02/20/2014 CB Coordinate availability for mediation dates with 0.10 25.00 potential mediator Brown, T. Clark, and J. Slates.

02/21/2014 CB Receive and review lengthy correspondence from 0.40 100.00 J. Brown regarding discovery complaints and various case issues.

02/24/2014 CB Draft and transmit correspondence to counsel 1.40 350.00 regarding scheduling of mediation; draft revisions to motion to transfer venue; perform additional legal research regarding motion to transfer venue; strategy regarding response to J. Brown

_. correspondence.

02/25/2014 CB Draft revised motion to transfer venue and affidavit 3.20 800.00 in support; finalize same for filing; draft and transmit correspondence to W. Sharples regarding

Total Fees 23.20 $6,056.50

Amount 02/04/2014 JS Package Shipping 18.10 02/06/2014 JS EliteDocuTech - #41136. Litigation support 101.81 vendors 02/10/2014 JS Package Shipping 17.40 . 02/14/2014 JS Certified Mail Postage 17.00 Total Disbursments $154.31

Total Amount Due on this Invoice $6,210.81 1

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 21.30 250.00 $5,325.00 John Slates 1.90 385.00 $731.50 Totals 23.20 $6,056.50

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469)317-1000 Fax: (469)317-1100 FEIN XX-XXXXXXX

April 3, 2014 Invoice No. 694 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 03/31/2014 in connection with: SBS Construction Amount 03/03/2014 CB Read and analyze brand new case issued by 225.00 Texas Supreme Court favorably interpreting "major transaction" venue provision for purposes of venue arguments; incorporate case into first amended motion for summary judgment.

03/04/2014 JS Review revised draft of amended motion to transfer 0.20 77.00 venue.

03/05/2014 CB Draft and transmit correspondence to T. Clark and 0.10 25.00 W. Sharples regarding finalizing mediation dates.

03/05/2014 JS Coordinate with Colbie Brazell on mediation 0.10 38.50 scheduling issues.

03/06/2014 JS Various correspondence with client and opposing 0.20 77.00 counsel regarding mediation scheduling.

03/06/2014 CB Exchange multiple communications with proposed 0.30 75.00 mediator, W. Sharples, and opposing counsel regarding scheduling upcoming mediation.

03/07/2014 CB Continue exchanging correspondence with counsel 3.80 950.00 and mediator re ardin mediation schedulin and pricing; draft or W. Sharples; draft damages analysis; receive and review first amended motion to compel; receive and review correspondence from J. Brown re: motion to compel and settlement; exchan e em ails with W. Shar les re: 03/07/2014 JS Review prepared by Colbie 0.30 115.50 Brazell for client; review correspondence from Jimmie Brown regarding hearing on motion to compel.

() EXHIBIT 59 2050-0001 Invoice No: 694 Tri-Bar Ranch Company, Ltd. Invoice Date: 0410312014 03/10/2014 CB Prepare for telephone conference with W. 2.90 725.00 Shar les, includin ; read and analyze Robertson motion to compel and begin drafting response to same; draft and transmit correspondence to J. Brown regarding setting hearin date on motion to compel; revise and edit re uested b W.

03/10/2014 JS 0.60 231.00

, 03/12/2014 CB .hone conference with W. Sharwes r e : p 0.20 50.00 03/13/2014 CB Revise affidavit in support of motion to transfer 0.80 200.00 venue; continue coordination among various parties regarding scheduling mediation; review and analyze various contractual provisions in connection with motion to transfer venue.

03/18/2014 CB Draft and transmit email to W. Shar les re ardin 0.20 50.00 ; brief conference with J.

Slates regarding strategy for drafting response to motion to compel. ) 03/18/2014 CB Continue efforts to finalize mediation schedule with 0.10 25.00 parties and mediator.

03/19/2014 CB 0.40 100.00

03/19/2014 CB Confirm mediation date with all parties and 0.20 50.00 mediators; draft and transmit notice of mediation to T. Clark.

03/19/2014 CB EXCha~ge.le em ails with W. Shiiis 0.30 75.00

03/19/2014 CB iiIi ; receive and review mediation packet.

Draft and transmit email to T. Clark re: inclusion of 0.20 50.00 Robertson and Schulte at mediation; strategy re: drafting correspondence to J. Brown re motion to compel.

03/20/2014 JS Various correspondence regarding pending 0.20 77.00 discovery issues.

03/20/2014 CB Receive and review notice of hearing on Robertson 0.20 50.00 motion. to .yel; forward same to W. Sharples regarding .

03/21/2014 CB Begin drafting correspondence to J. Brown 0.30 75.00 regarding motion to compel.

03/24/2014 CB Draft detailed correspondence to J. Brown 5.90 1,475.00 regarding mediation and motion to compel; draft response to Robertson first amended motion to

EXHIBIT 59 2050-0001 Invoice No: 694 Tri-Bar Ranch Company, Ltd. Invoice Date: 04/03/2014 compel; revise and edit same; receive and review R. Lewis affidavit for motion to transfer venue; strategy regarding timing for filing motion to transfer venue and requesting hearing dates.

03/25/2014 CB Receive and review notice of hearing on motion to 3.70 925.00 compel from J. Brown; receive and review correspondence from T. Clark regarding T. Pittman contact information; perform investigation into various lawsuits filed against T. Pittman and continue efforts to obtain contact information; strategy regarding response to motion to compel; begin revising responses to request for disclosure and response to motion to compel.

03/26/2014 CB Receive and review request for disclosure from 5.50 1,375.00 Schulte to Tri-Bar and R. Lewis; revise motion to compel response and file same; finalize and file first amended motion to transfer venue; draft second revised request for disclosure responses including T. Pittman contact information and serve same; draft correspondence to T. Clark regarding lawsuit information provided regarding T. Pittman; begin preparing for motion to compel hearing, including reading and analyzing all discovery responses previously served in case; tele hone conference with W.Shar les re ardin ; strategy regarding arguments to present at motion to compel hearing. ( 03/26/2014 JS Review various correspondence regarding 1.40 539.00\ discovery issues; correspondence with client '. , / regarding . .; correspondence to counsel for SBS regarding same; analysis of impact of Tom Pittman issues on case; .hone conference with Wes Sharples regarding ; analysis of issues related to motion to compel hearing; 03/27/2014 CB Draft order denying motion to compel; calculate 2.70 675.00 and calendar discovery close and expert designation deadlines; begin preparing for hearing on motion to compel, including creating hearing binders and other key documents for use at hearing.

03/27/2014 DJ Update document production chart in preparation 0.30 45.00 for hearing on Motion to Compel.

03/28/2014 CB Continue preparing for motion to compel hearing, 0.60 150.00 including reading and analyzing relevant case law and identifying all documents withheld as privileged.

03/30/2014 JS Travel from Dallas TX to Boerne TX via San 3.60 1,386.00 Antonio for hearing on motion to compel including preparation for hearing.

03/31/2014 JS Prepare for and attend hearing on motion to 6.90 2,656.50 compel and return travel to Dallas TX from Boerne via San Antonio.

Total Fees 43.10 $12,567.50 .- ( j )

EXHIBIT 59 2050-0001 Invoice No: 694 Tri-Bar Ranch Company, Ltd. Invoice Date: 04/03/2014

Amount 03/03/2014 JS Thomson Reuters - #829338788 66.75 03/24/2014 DJ Thomson Reuters - #829338788 40.45 03/26/2014 DJ Special Delivery Service, Inc. - #447672 247.25 03/26/2014 DJ Special Delivery Service, Inc. - #447672 105.50 03/28/2014 DJ Thomson Reuters - #829338788 33.01 Total Disbursments $492.96

Total Amount Due on this Invoice $13,060.46 1

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 29.30 250.00 $7,325.00 \ Debbie Jones 0.30 150.00 $45.00 John Slates 13.50 385.00 $5,197.50 Totals 43.10 $12,567.50

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

May6,2014 Invoice No. 783 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 04/30/2014 in connection with: SBS Construction Hours Amount 03/30/2014 CB Travel to Boerne for motion to compel hearing and 3.30 825.00 continue preparing for motion to compel hearing. / '\ 03/31/2014 CB Continue preparing for motion to compel hearing; 7.00 1,750.00( I attend motion to compel hearing; conference with / i / all party attorneys regarding discovery dispute and scheduling mediation; travel from motion to compel hearing.

04/01/2014 JS Telephone conference with Wes Shar les 0.20 77.00 re ardin 04/01/2014 CB disclosure;ear Begin drafting responses to Schulte request for Sharples re: corr:iif0ndence with W.

0.10 25.00

04/02/2014 CB Draft Rule 11 Agreement regarding discovery 0.30 75.00 dispute with Robertson 04/03/2014 CB Draft and transmit correspondence to all counsel 1.90 475.00 regarding setting hearing date on motion to transfer venue; draft and transmit correspondence to all counsel regarding proposed mediation dates; draft and transmit correspondence to J. Brown regarding Rule 11 agreement; draft and transmit corres ondence to W. Shar les regarding ; receive and review proposed agreed order from J. Brown regarding discovery dispute; receive and review correspondence from J. Brown regarding mediation, settlement, and hearing date scheduling; strategy regarding scheduling mediation; coordination with mediator's office

EXHIBIT 59 2050-0001 Invoice No: 783 Tri-Bar Ranch Company, Ltd. Invoice Date: 05/06/2014 regarding potential alternative mediation dates.

04/04/2014 CB Receive correspondence from T. Clark regarding 0.30 75.00 motion to transfer venue hearing; draft and transmit . correSjOnd~nCe to W. Sharples regarding 04/07/2014 JS Telep~one conference with Wes i l i l i s 0.20 77.00 regarding coordinate with Colbie Brazell regarding same.

04/07/2014 CB Execute and transmit agreed order and calendar 0.70 175.00 deadline to respond to same; draft and transmit correspondence to J. Brown regarding agreed order and mediation scheduling.

04/08/2014 CB Draft and finalize order setting motion to transfer 0.60 150.00 venue hearing; communicate with clerk regarding setting same; continue efforts to coordinate mediation date amongst parties.

04/09/2014 CB Revise and supplement responses to Robertson 2.90 725.00 discovery; receive and review email from J. Brown regarding mediation.

04/10/2014 JS Analysis of issues related to mediation; coordinate 0.40 154.00 with Colbie Brazell regarding same; analysis of issues related to motion to transfer venue; review correspondence to clients regarding revised discoverry.

04/10/2014 CB Continue revising responses to Robertson 0.40 100.00 discovery, including drafting revised verification; draft and transmit email to W. Sharples re: 04/14/2014 CB Phone call to T. Clark regarding mediation; 0.20 50.00 strategy conference with J. Slates regarding mediation.

04/15/2014 CB Exchange emails Wit~ W. Sharples regarding 0.10 25.00 04/15/2014 JS Correspondence with counsel for SBS regarding 0.20 77.00 mediation and including Robertson in mediation.

04/16/2014 CB Receive and review email communications from W. 0.30 75.00 Sharples and J. Brown regarding mediation; forward notice of hearing to all parties; calendar respondent's deadline to respond to motion to transfer venue.

04/16/2014 CB Receive and brief review of SBS's motion for 0.50 125.00 summary judgment; conference with J. Slates regarding mediation and summary judgment motion; email to all counsel regarding mediation.

04/17/2014 JS Review order setting hearing on motion to transfer 0.10 38.50 venue.

- 04/18/2014 CB Exchange email communications with W. Sharples 0.40 100.00 ; revise interrogatory responses regarding verification upon personal knowledge.

04/22/2014 JS Teleph.one conference with Wes Sharr'es 0.30 115.50 . .~ng

EXHIBIT 59 2050-0001 Invoice No: 783 Tri-Bar Ranch Company, Ltd. Invoice Date: 05/06/2014 04/22/2014 CB Receive email from W. Shar.es re~arding . 0.50 125.00 ~'- ; receive and revIew (" correspondence from SBS counsel regarding setting motion for summary judgment for hearing; . \

tele hone conference with W. Shar les re arding ; strategy regarding summary judgment hearing setting.

04/23/2014 CB Receive and review email communication from 0.30 75.00 SBS counsel regarding scheduling summary judgment hearing; draft correspondence to all counsel regarding scheduling mediation; exchange additional email communications with T. Valega regarding scheduling mediation.

04/24/2014 JS Various correspondence regarding discovery 0.60 231.00 responses; analysis of issues related to same; telephone conference with Wes Sha. regarding _ follow up regarding .

04/24/2014 CB Draft and revise Tri-Bar responses to Robertson's 0.90 225.00 request for disclosure, request for production, and interrogatories; tele~hone conference with W.

Sharples regarding 04/25/2014 CB Revise, finalize, and serve responses to Robertson 1.10 275.00 request for production, request for disclosure, and interrogatories and Shulte request for disclosure.

04/27/2014 CB Receive and review correspondence from J. Brown 0.10 25.00 regarding mediation and summary judgment. .- " 04/29/2014 CB Read and analyze SBS motion for summary 4.20 1,050.00( judgment; begin extensive researching, reading, and analyzing of case law regarding SBS motion for summary judgment in order to prepare for drafting response; receive and read SBS response to Tri-Bar motion to transfer venue; receive and read SBS supplemental responses to Tri-Bar's interrogatories; receive and read SBS amended cross-claim against Tri-Bar; receive and read Robertson second amended petition.

04/30/2014 JS Review SBS's amended response to motion to 0.40 154.00 transfer venue and analysis of issues raised in same.

04/30/2014 CB Continue research for use in response to SBS 1.40 350.00 motion for summary judgment; telephone call to mediator regarding scheduling mediation; conference with J. Slates re: various case issues, including strategy for response to motion for summary judgment and motion to transfer venue.

04/30/2014 JS Review various pleadings filed by SBS and 0.40 154.00 coordinate with Colbie Brazell regarding same.

Total Fees 30.30 $7,953.00

EXHIBIT 59 2050-0001 Invoice No: 783 Tri-Bar Ranch Company, Ltd. Invoice Date: 05/06/2014 Amount 03/31/2014 CB Colbie Brazell - Boerne, TX for hearing 3/30-31/14 215.14 03/31/2014 JS Slates - Boerne, TX for hearing 3/30-31/14 1,029.10 04/25/2014 JS Certified Mail Postage 7.82 Total Disbursments $1,252.06

Total Amount Due on this Invoice $9,205.061

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 27.50 250.00 $6,875.00 John Slates 2.80 385.00 $1,078.00 Totals 30.30 $7,953.00

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEI N XX-XXXXXXX

June 10, 2014 Invoice No. 862 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 05/31/2014 in connection with: SBS Construction Hours Amount 05/02/2014 CB Perform research on 2.10 525.00 • • • • for use in response to SBS motion for summarillment; draft to W. Sharples; read and anal ze federal and Texas case law re arding

05/05/2014 CB Receive and brief review of SBS's responses to 0.20 50.00 Robertson's request for disclosure; receive and review SBS's first amended answer to Tri-Bar's cross claim.

05/05/2014 JS Review various correspondence regarding pending 0.90 346.50 discovery issues; review amended answer; review amended petition; coordinate with Colbie Brazell regarding pending issues with motion for summary judgment and other issues.

05/05/2014

05/06/2014

05/09/2014 CB

JS

CB _ 0_ Strategy conference regarding MSJ response and motion to transfer venue reply brief; begin preparing motion to transfer venue reply brief.

Review research 2 ; coordinate with Colbie Brazell on strategy for proceeding.

Receive and review corres ondence from W.

0.80

0.70

0.20 200.00

269.50

50.00 Sharples regarding draft and transmit response to same.

05/12/2014 CB Conference call with W. Shar les and T. Weigand 6.60 1,650.00 re ardin ; continue legal research and analysis for use in response to SBS

EXHIBIT 59 2050-0001 Invoice No: 862 Tri-Bar Ranch Company, Ltd. Invoice Date: 06/10/2014 motion for summary judgment.

05/13/2014 JS Analysis of issues related to filing motion to 0.20 77.00 continue summary judgment hearing and motion to strike summary judgment evidence and telephone conference with Colbie Brazell regarding same.' 05/13/2014 CB Draft motion for continuance of SBS summary 6.60 1,650.00 judgment; draft Objection to Defendant Select Building System ("SBS")'s Summary Judgment Evidence and Motion to Strike, including detailed analysis of admissibility of all MSJ evidence submitted by SBS and legal research in connection with same.

05/14/2014 CB Receive and review Robertson's motion for 6.40 1,600.00 summary judgment; receive correspondence from J. Brown regarding scheduling T. Pittman deposition; draft and revise motion to strike SBS's summary judgment evidence; draft and revise special exception to SBS motion for summary judgment; continue drafting motion to continue and response to SBS motion for summary judgment; exchange email communications with J. Grable re ardin 05/15/2014 CB Telephone conference with J. Grable and M. 6.60 1,650.00 Martinez re ardin begin drafting affidavits for use in MSJ response; continue drafting MSJ response and legal research in connection with drafting same.

05/16/2014 CB Continue drafting MSJ response; revise, edit, 5.40 1,350.00 finalize and file motion to strike and special exceptions.

05/16/2014 JS Review motion to strike MSJ evidence and special 0.80 308.00 exceptions to MSJ and revise and edit same; coordinate with Colbie Brazell regarding finalizing same.

05/19/2014 CB Finish drafting response to SBS motion for 5.40 1,350.00 summary judgment; begin legal research for use in motion to transfer venue reply brief.

05/20/2014 OJ (Linda) Review and analyze documents for MSJ 0.70 105.00 response exhibits.

05/20/2014 CB Review and analyze case documents and begin 8.50 2,125.00 preparing exhibits to motion fo~ ~eceive and review _ _ _ _ provided by W. Sharples; review case documents regarding payment to SBS• • • • • subcontractors and draft ; draft affidavits of J.

Grable, T. Pittman, and D. Boddie; tele hone conference with D. Boddie regarding ; draft and transmit email to J. Grable regarding exchange multi Ie emails with W. Shar les re ardin

EXHIBIT 59 2050-0001 Invoice No: 862 Tri-Bar Ranch Company, Ltd. Invoice Date: 06/10/2014 05/21/2014 CB Revise T. Pittman affidavit; ~phone conference 5.10 with W. Sharples regarding _ _ draft affidavit of S. Mowrer; continue review and analysis of documents for use as summary judgment exhibits; continue analysis of damages model; telephone conference with M.

Martinez of JGA regarding finalizing affidavit; continue drafting motion to continue; continue working on motion to transfer venue reply brief.

05/21/2014 DJ (Linda) Review and analyze documents for MSJ 1.80 270.00 response exhibits.

05/21/2014 JS Analysis of issues related to supporting summary 0.40 154.00 judgment evidence and coordinate with Colbie Brazell regarding same.

05/22/2014 CB Finish drafting motion to continue; continue drafting 7.90 1,975.00 reply brief to motion to transfer venue; multiple extended telephone conferences with Grable and Martinez re: finalizing affidavits; revise Grable and GlacierCap affidavist; finalize and file Motion to continue; correspond with court clerk regarding setting various motions for hearing; exchange email communica.ti.o.ns.w.ith W. Sharples regarding • ; email to D. Boddie regarding status of finalizing affidavit.

05/23/2014 CB Continue drafting motion to transfer venue reply 4.50 1,125.00 brief; exchange multiple communications with D.

Boddie, W. Sharples, and J. Grable regarding 05/24/2014 CB - I I .

Finish drafting reply brief supporting motion to 1.40 ( 350.00\ ) / transfer venue; revise and edit same.

05/25/2014 CB Revise and edit response to SBS motion for 1.80 450.00 summary judgment to correspond with finalized affidavit cites; continue compiling exhibits for response.

05/27/2014 CB Revise, finalize, and file MSJ response and motion 6.80 1,700.00 to transfer venue reply brief; receive order setting Robertson MSJ for hearing; communicate at length with D. Boddie regarding obtaining notarized signature on affidavit; draft correspondence to counsel re; scheduling Pittman deposition.

05/28/2014 CB Exchange correspodence with counsel regarding 0.10 25.00 scheduling Pittman deposition.

05/29/2014 CB Begin drafting proposed orders on all motions set 0.50 125.00 for hearing on June 3; communicate with T. Clark regarding scheduling T. Pittman deposition.

05/29/2014 DJ (Linda) Draft Orders Granting Tri-Bar's Motion to 0.40 60.00 Strike, Motion for Continuance, Motion to Transfer Venue and Special Exception and Order Denying SBS' Motion for Summary Judgment for June 3 hearing.

05/30/2014 CB Draft 0.70 175.00 ; begin analysis and strategy regarding response to Robertson MSJ.

EXHIBIT 59 2050-0001 Invoice No: 862 Tri-Bar Ranch Company, Ltd. Invoice Date: 06/10/2014 Total Fees 83.50 $20,990.00

Amount 04/29/2014 JS Thomson Reuters - #829532753 147.31 05/12/2014 JS Thomson Reuters - #829710377 24.79 05/14/2014 OJ Thomson Reuters - #829710377 4.63 05/21/2014 JS Certified Mail Postage 18.10 05/22/2014 OJ Thomson Reuters - #829710377 102.08 OS/23/2014 OJ Thomson Reuters - #829710377 93.12 05/27/2014 OJ Thomson Reuters - #829710377 15.52 05/27/2014 OJ Special Delivery Service, Inc. - #452441 153.25 05/27/2014 OJ Special Delivery Service, Inc. - #452441 39.27 Total Disbursments $598.07

Total Amount Due on this Invoice $21,588.07 1

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 77.60 250.00 $19,400.00 Debbie Jones 2.90 150.00 $435.00 John Slates 3.00 385.00 $1,155.00 Totals 83.50 $20,990.00

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

July 8,2014 Invoice No. 951 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 06/30/2014 in connection with: SBS Construction Hours Amount 06/02/2014 CB Prepare for venue and MSJ hearings; receive and 8.80 2,200.00 review correspondence from T. Clark regarding pulling MSJ hearing; telephone conference with J.

Cluck regarding venue hearing; travel to San Antonio while continuing preparing for hearing, including drafting argument outline.

06/02/2014 JS Travel to Boerne for hearing on motion to transfer 2.60 1,001.00 venue.

06/03/2014 JS Prepare for and attend hearing on motion to 5.10 1,963.50 transfer venue; return travel to Dallas, TX from same.

06/03/2014 CB Prepare for and argue motion to transfer venue at 5.60 1,400.00 hearing; return travel to Dallas.

06/04/2014 CB Receive and review correspondence from J. 3.40 850.00 Brown; conference call with W. Sharples regarding ; research and anal ze case law on for use in motion for summary judgment a ainst Robertson; brief research regarding 06/04/2014 JS 0.50 192.50

06/05/2014 CB 0.80 200.00

06/06/2014 CB 3.70 925.00

EXHIBIT 59 Invoice No: 951 Invoice Date: 07/08/2014

06/06/2014 JS 0.80 308.00

; telephone conference with Wes Sharples regarding same; 06/09/2014 CB Continue rea. an~ analyzing case law regarding 2.20 550.00 or use in MSJ response.

06/10/2014 CB Tele hone conference with W. Shar les re ardin 1.40 350.00

06/12/2014 JS 0.20 77.00

06/13/2014 CB 0.10 25.00 06/17/2014 CB 4.60 1,150.00

; draft objections and motion to strike SBS first amended motion for summary judgment evidence; begin drafting motion to reset SBS hearing on first amended motion for summary judgment; revise correspondence to J. Brown regarding request for deposition of Robertson corporate representative.

06/17/2014 JS Review SBS Subcontract with Robertson for issues 1.90 731.50 for MSJ and discovery; review correspondence from Jimmie Brown regarding request for deposition; draft response to same; review Tri-BarISBS contract for issues for motion for summary judgment; coordinate with Colbie Brazell on research to review email from Colbie Brazell summarizing researt on same; be.viewing cases relative to and motion for summary judgment regarding same.

06/18/2014 JS Review correiondence r e . selection of 0.10 38.50 local counsel I 06/18/2014 CB Continue research regarding 4.90 1,225.00 ; draft and transmit email to W. Sharples regarding same; draft motion to strike Robertson summary judgment evidence; continue drafting response to Robertson motion for summary judgment.

EXHIBIT 59 2050-0001 Invoice No: 951 Tri-Bar Ranch Company, Ltd. Invoice Date: 07/08/2014 06/19/2014 CB Receive order setting SBS amended motion for 5.50 1,375.00 summary judgment for hearing; receive email from J. Brown regarding same; draft and exchanr ( ,r--_/-'""", .

emails with W. Shar les re arding ; continue drafting response to Robertson motion for summary judgment and continue legal research in connection with drafting same.

06/19/2014 JS Review correspondence regarding amended 0.20 77.00 motion for summary judgment and evidence needed to support response to same.

06/20/2014 CB Draft response to Robertson motion for summary 5.40 1,350.00 judgment and perform legal research in connection with drafting same.

06/23/2014 CB Finish drafting response to Robertson motion for 5.30 1,325.00 summary judgment; revise and edit same; revise and edit motion to strike Robertson summary judgment evidence.

06/23/2014 JS Review and revise draft response to motion for 0.60 231.00 summary judgment; review and evaluate motion to strike Robertson motion for summary judgment evidence.

06/24/2014 JS Correspondence to counsel for Robertson 0.60 231.00 regarding discovery issues; further review of response to m~gment; analysi s of e v i d e n c e . _ _ . ; corespondenc~to Wes Sharples regarding \ 06/24/2014 CB Draft T. Pittman affidavit for use in response to 3.10 / J Robertson motion for summary jUdgment ("MSJ"); revise MSJ response to correspond to affidavit cites; begin preparing exhibits to response for filing; draft and transmit email to W. Sharples regarding strate conference with J. Slates re arin

brief legal research regarding 06/24/2014 JS Analysis of issues with evidence presented in 0.40 154.00 motion to strike and coordinate with Colbie Brazell regarding same; strategize with respect to oral argument on motion for summary judgment.

06/25/2014 CB Draft amended answer to Robertson and SBS 1.10 275.00 claims to assert additional affirmative defenses; finalize, file, and serve same; draft response to SBS amended motion for summary judgment.

06/26/2014 CB Exchan e emails with W. Shar les re ardin 0.10 25.00

06/26/2014 JS Review correspondence regarding response to 0.10 38.50 motion for summary judgment and Pittman affidavit.

06/27/2014 CB Draft response to SBS first revised motion for 0.40 100.00 summary judgment; exchange multiple emails with

EXHIBIT 59 2050-0001 Invoice No: 951 Tri-Bar Ranch Company, Ltd. Invoice Date: 07/08/2014 W. Shar les and John Grable associates re arding

06/27/2014 JS Review correspondence regarding evidence to 0.40 154.00 support response to motion for summary judgment; review correspondence from Jimmie Brown regarding discovery issues; review correspondence from Jimmie Brown regarding setlement negotiations.

06/30/2014 CB Continue drafting response to SBS revised motion 5.70 1,425.00 for summary judgment; telephone conference with W. Sharples, T. Pittman, and J. Grabl~ regarding ; revise T.

Pittman affidavit for Robertson summary judgment response; additional document review and analysis re ardin 06/30/2014 JS Review various correspondence regarding pending 0.20 77.00 issues with motion for summary judgment.

Total Fees 75.80 $20,799.50

Amount 06/02/2014 JS Thomson Reuters - #829903077 63.63 Total Disbursments $63.63

Total Amount Due on this Invoice $20,863.131

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 62.10 250.00 $15,525.00 John Slates 13.70 385.00 $5,274.50 Totals 75.80 $20,799.50

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEI N XX-XXXXXXX

August 12, 2014 Invoice No. 1030 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 07/31/2014 in connection with: SBS Construction Hours Amount 07/01/2014 JS Review revised response to SBS amended motion 0.60 231.00 for summary judgment and amended motion to strike summary judgment evidence; coordinate with Colbie Brazell regarding same.

07/01/2014 CB Finish drafting response to SBS first amended 3.30 motion for summary judgment; exchange email ~ndence with W. Sharples regarding. _ receive and review executed affidavit of T.

Pittman for use in response to Robertson motion for summary judgment.

07/02/2014 CB Revise response to Robertson motion for summary 3.80 950.00 judgment; begin preparing exhibits to SBS and Robertson summary judgment responses; finalize responses for filing; draft order setting motions to strike for hearing; communication with court clerk regarding setting motions to strike for hearing; finalize, file, and serve motions to strike; begin drafting revised responses to Robertson request for disclosure.

07/03/2014 CB Revise response to SBS first amended motion for 0.90 225.00 summary judgment; finalize and file responses to SBS and Robertson summary judgment motions; draft correspondence to counsel serving responses.

07/07/2014 JS Analysis of issues for hearing on motions for 0.30 115.50 summary judgment and local counsel; review fourth supplemental responses to requests for disclosure; review corres ondence to

C) EXHIBIT 59 2050-0001 Invoice No: 1030 Tri-Bar Ranch Company, Ltd. Invoice Date: 08/12/2014 07/07/2014 CB Receive and read Robertson's response to 2.60 650.00 Tri-Bar's motion to continue motion for summary judgment; exchange emails with J. Brown regarding same; finish drafting revised responses to request for disclosure; finalize and serve disclosure responses; telephone interview with R. Mosty, potential local counsel; strater conference with J. Slates reiding 07/08/2014 CB Telephone conference with F. Jones regarding 2.90 725.00 representation as local counsel and multiple follow-up emails regarding engagement of services; review F. Jones notice of appearance; receive and read J. Brown MSJ reply brief; brief legal research regarding follow-up to arguments asserted in reply brief; tele hone conference with W. Shar les re ardin begin compiling MSJ hearing binders; began identifying key case law for use at hearing.

07/08/2014 JS Further analysis of and 0.20 77.00 telephone conference with Wes Sharples regarding same.

07/09/2014 JS Travel to San Antonio and prepare for hearing on 5.90 2,271.50 motion for summary judgment including review of all relevant cases.

07/09/2014 CB Prepare for Robertson and Tri-Bar summary 5.10 1,275.00 judgment hearings, including compiling hearing binders and highlightinglannotating relevant caselaw; draft orders on all pending motions set for hearing on 7/10; conference with J. Slates regarding compile service evidence and case law to rebut Robertson's argument that summary judgment evidence not timely filed.

07/10/2014 CB Prepare for summary judgment hearings; review 2.10 525.00 and execute engagement letter for local counsel; review and analyze all discovery responses to aid in strategy for trial and deposition preparation; draft and serve fifth revised responses to request for disclosure, including additional witnesses and • .conference with J. Slates regarding _ 07/10/2014 JS Continued preparation for hearing on SBS and 8.20 3,157.00 Robertson motions for summary judgment; meeting with local counsel prior to hearing; meeting with Tony Trevino and local counsel following hearing; return travel from San Antonio including analysis of issues related to ongoing discovery; strategy for trial and work need to prepare for trial; review all discovery responses from all parties to dates; review all expert designations of all parties to date; analysis of issues related to potentially agreeing that discovery is closed; review documents produced by parties for exhibits to be used at trial

EXHIBIT 59 2050-0001 Invoice No: 1030 Tri-Bar Ranch Company, Ltd. Invoice Date: 08/12/2014 and witnesses to prove up same; coordinate with Colbie Brazell on supplementing discovery responses.

07/11/2014 CB Review Robertson's responses to request for 0.10 disclosure.

07/14/2014 CB Email to W. Sharples regarding _ ; 0.10 25.00 calendar same.

07/15/2014 JS Analysis of issues related to strategy for 0.60 231.00 oCeeding; correspondence with clients regarding

07/15/2014 CB ii ; telephone conference with clients regarding ; coordinate with Colbie Brazell on various follow up issues.

Telephone conference with W. Sharples and T. 1.20 300.00 Trevino regarding _ ; continue review, analysis, and compilation of documents supporting damages claim against SBS.

07/16/2014 CB Review, analyze, and categorize documents 1.90 475.00 produced by all parties for use in trial preparation.

07/18/2014 JS Review corresrondence from Wes Sharples 0.20 77.00 regarding ; follow up with potential mediators regarding same.

07/21/2014 CB Receive and review supplemental document 0.20 50.00 production from J. Brown.

07/30/2014 JS Review corresrondrce from Wes Sharples 0.20 77.00 regarding ; review prior correspondence from Tom Clark regarding available dates for mediation; correspondence to Tom Clark regarding same; corres ondence to Wes Shar les re arding

Total Fees 40.40 $12,287.00

Amount 06/03/2014 JS Slates Travel Expenses 601.83 06/03/2014 JS John W. Slates - #Tribar 0603 14.00 06/03/2014 JS Brazell Travel Expenses 636.97 07/02/2014 OJ EliteOocuTech - #43198 396.71 07/03/2014 JS Certified Mail Postage 86.05 07/09/2014 JS Thomson Reuters - #830090894 95.00 07/10/2014 JS John W. Slates - #Tribar hrg 710 14.00 07/10/2014 JS Slates Travel Expenses 782.40 Total Disbursments $2,626.96

Total Amount Due on this Invoice $14,913.96 1

C) EXHIBIT 59 2050-0001 Invoice No: 1030 Tri-Bar Ranch Company, Ltd. Invoice Date: 08/12/2014

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 24.20 250.00 $6,050.00 John Slates 16.20 385.00 $6,237.00 Totals 40.40 $12,287.00

)

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEI N XX-XXXXXXX

September 5,2014 Invoice No. 1103 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 08/31/2014 in connection with: SBS Construction Hours Amount 08/07/2014 JS Review c o _ e s Sharples 0.20 77.00 regarding follow up with /-~', counsel for SBS regarding same.

50.0t",~ _.

08/13/2014 CB Phone call to clerk and email to F. Jones, local 0.20 ) cOisel, relard~ng 08/13/2014 CB Email to K. Leal regarding 0.10 25.00 08/13/2014 JS Correspondence with counsel for SBS regarding 0.10 38.50 08/13/2014 CB • xchanr emails w. scheduling mediation . client group regarding 0.10 25.00 08/14/2014 CB Review case file regarding deposition requests. 0.10 25.00 08/15/2014 CB Phone call with T. Clark rilling mediation; email 0.20 50.00 to client group regarding .

08/18/2014 JS Correspondence with mediator regarding 0.20 77.00 scheduling mediation; 08/19/2014 JS Various correspondence regarding mediation 0.20 77.00 scheduling.

08/19/2014 CB Finalize mediation scheduling. 0.10 25.00 08/19/2014 CB Receive and review supplemental document 0.10 25.00 production from Robertson Electric.

08/20/2014 CB Receive and review correspondence from J. Brown 0.10 25.00 regarding mediation.

08/26/2014 CB ExchaniiiiZS with F. Jones r~garding 0.10 25.00 08/27/2014 CB IiIiiiiii with F. Jones regarding_ 0.10 25.00 () EXHIBIT 59 2050-0001 Invoice No: 1103 Tri-Bar Ranch Company, Ltd. Invoice Date: 09/05/2014 08/29/2014 CB Receive email from F. Jones regarding. 0.10 25.00 receive correspondence from counsel for Schulte regarding mediation.

Total Fees 2.00 $594.50

Total Amount Due on this Invoice $594.501

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 1.30 250.00 $325.00 John Slates 0.70 385.00 $269.50 Totals 2.00 $594.50

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

October 10,2014 Invoice No. 1196 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 09/30/2014 in connection with: SBS Construction Hours Amount 09/02/2014 CB Draft and transmit correspondence to counsel 0.10 25.00 regarding mediation scheduling. '. \ 09/08/2014 CB Receive and review Robertson's mediation 0.50 125.00/ statement and amended responses to request for ~ -~--~/ ) disclosure.

09/09/2014 CB Begin drafting mediation statement and mediation 0.10 25.00 information sheet.

09/10/2014 JS Review corres ondence from Wes Shar les 0.50 192.50 regarding ; begin preparing for mediation.

09/11/2014 CB Draft mediation position paper and attorney 6.40 1,600.00 information sheet; compile evidentiary binder for use in mediation; brief caselaw update research regarding • I Ifor use in mediation statement.

09/12/2014 JS Review and revise mediation statement; prepare 2.30 885.50 summary of strengths and weaknesses of case; review various pleadings and discovery to prepare for mediation.

09/12/2014 CB Analysis SBS da~ use in upcoming 0.80 200.00 mediation; draft _ _ per W. Sharples request.

09/15/2014 JS Telephone conference with Wes Shar les 0.60 231.00 re ardin ; continue review of project cost documentation.

09/16/2014 CB Prepare for mediation. 0.50 125.00 09/16/2014 JS Continue preparing for mediation 1.20 462.00 ( ") ~-~/

EXHIBIT 59 2050-0001 Invoice No: 1196 Tri-Bar Ranch Company, Ltd. Invoice Date: 10/10/2014 09/17/2014 JS Travel to San Antonio including continuing review 12.10 4,658.50 of materials in preparation for mediation; participate in mediation; return travel from San Antonio including beginning outline of motion for summary judgment against Robertson.

09/17/2014 CB Assist in mediation ne otiations b erformin 1.30 325.00 research re ardin

09/18/2014 CB 0.30 75.00

09/22/2014 JS Review correspondence from mediator to opposing 0.20 77.00 counsel regarding pending settlement negotiations and analysis of issues related to same.

09/29/2014 CB Read and analyze Plaintiff's Third Amended 0.20 50.00 Original Petition Total Fees 27.10 $9,056.50

Amount 09/17/2014 DJ Thomson Reuters - #830467306 73.08 Total Disbursments $73.08

Total Amount Due on this Invoice $9,129.581

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 10.20 250.00 $2,550.00 John Slates 16.90 385.00 $6,506.50 Totals 27.10 $9,056.50

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

November 5, 2014 Invoice No. 1341 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 10/31/2014 in connection with: SBS Construction

.; Hours Amount 10/06/2014 CB Strategy regarding post-mediation development of 0.10 25.00 case.

10/07/2014 JS Prepare for and participate in telephone conference with clients regarding 0.40 154.00( , ) telephone conference with Tom Clark regarding

_. settlement issues; 10/07/2014 CB Correspondence to court clerk regarding available 0.30 75.00 summary judgment dates; tiliiiiilillience with client group regarding 10/08/2014 CB Correspond with court clerk regarding available 5.20 1,300.00 summary judgment hearing dates; draft motion for summary judgment against Robertson's claims; begin drafting no-evidence motion for summary judgment as to Robertson's claims against G&R. 10/08/2014 JS Review correspondence from court on available 0.40 154.00 hearing dates; correspondence to opposing counsel regarding same; telephone conference with Tom Clark regarding settlement negotiations; review correspondence from counsel for Robertson regarding hearing setting; correspondence to counsel for Robertson regarding same.

10/09/2014 CB Draft motion for summary judgment. 1.60 400.00 10/09/2014 JS Telephone conference with counsel for SBS 0.60 231.00

10/10/2014 CB ... regarding settlement; telihone conference with Wes Sharples regarding ; follow up telephone conference with withWes Sharples regarding Draft motion for summary judgment against 3.50 875.00,/-'\ ~) EXHIBIT 59 2050-0001 Invoice No: 1341 Tri-Bar Ranch Company, Ltd. Invoice Date: 11/05/2014 Robertson's claims.

10/11/2014 CB Draft G&R no evidence motion for summary 2.10 525.00 judgment.

10/13/2014 JS Revise and edit motion for summary judgment 0.80 308.00 against Robertson; revise and edit no evidence motion for summary judgment on G&R. 10/14/2014 CB Revise Robertson motion for summa ·ud ment; 3.30 825.00 follow-u research re ardin ;t_withW.

Sharples gegardin g strategy regarding filing and service of summary judgment .motion.

10/15/2014 CB Additional revisions and edits to Tri-Bar and G&R 3.10 775.00 motions for summary judgment; corres ond with F.

Jones local counsel re ardin , finalize motions and prepare same for filing; draft proposed order setting motions for hearing; exchange email communications with W. Sharples regarding 10/16/2014 CB Finalize, file, and serve G&R and Tri-Bar summary 1.10 275.00 judgment motions; communicate with F. Jones regarding , receive and serve order setting summary judgment hearing.

10/16/2014 JS Coordinate with Colbie Brazell on finalizing motions 0.30 115.50 for summary judgement and filing of same; review correspondence regarding same.

10/17/2014 CB Draft and transmit email to client 0.10 25.00

10/20/2014 CB Receive and respond to correspondence from T. 0.20 50.00 Clark regarding missing document production.

10/20/2014 CB Review and and analyze Tri-Bar document 0.70 175.00 production to ascertain costs to complete Robertson scope of electrical work.

10/22/2014 JS Extended telephone conference with Tom Clark 0.50 192.50 regarding potential settlement strategies; telephone conference with Wes Sharples regarding ; correspondence with all parties regarding hearing date for motion for summary judgment; correspondence with local counsel regarding . .; teliPhone conference with Wes Sharples regarding • 10/23/2014 JS Telephone conference with Wes Shar les 0.80 308.00 re ardin ; correspondence Jimmie Brown regarding motion for summary judgment hearing issues; review correspondence from court regarding available hearing dates; correspondence to Jimmie Brown regarding same; telephone conference with Jimmie Brown regarding same; telephone conference with Wes Sharples

EXHIBIT 59 2050-0001 Invoice No: 1341 Tri-Bar Ranch Company, Ltd. Invoice Date: 11/05/2014 regarding". /~- 10/23/2014 CB Read and analyze Robertson response to Tri-Bar motion for summary judgment; begin preparing 0.40 100.00( ") \ reply to same.

10/24/2014 JS Correspondence to all counsel regarding proposal 0.20 77.00 for motion for continuance.

10/27/2014 JS Telephone conference with Wes Shar les 0.40 154.00 regarding draft corres ondence to Wes Shar les attention to status of pending issues.

10/28/2014 CB Receive and read Robertson's motion for 0.20 50.00 continuance of summary judgment hearing.

10/29/2014 CB Strategy regarding Robertson summary judgment 0.10 25.00

... reply brief.

10/31/2014 JS Correspondence with.counsel for Tri Bar regarding 0.30 115.50 settlement; correspondence with clients regarding

Total Fees 26.70 $7,309.50

Amount 09/17/2014 DJ John W. Slates - #091714-Boerne 17.00 09/17/2014 DJ Air Fare/Slates to Boerne, TX 462.20 "

10/08/2014 DJ Thomson Reuters - #830664600 37.98 / 10/09/2014 DJ Thomson Reuters - #830664600 16.68 ~ ) , ,,/

10/14/2014 DJ Thomson Reuters - #830664600 36.42 10/15/2014 DJ Thomson Reuters - #830664600 6.34 10/16/2014 DJ Special Delivery Service, Inc. - #102514 220.50 10/20/2014 DJ Certified Mail Postage 5.95 Total Disbursments $803.07

Total Amount Due on this Invoice $8,112.571 Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 22.00 250.00 $5,500.00 John Slates 4.70 385.00 $1,809.50 Totals 26.70 $7,309.50

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

December 5,2014 Invoice No. 1433 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 11/30/2014 in connection with: SBS Construction Hours Amount 11/03/2014 JS Review Tri-Bar's response to motion for summary 1.10 423.50 judgment; review Tri-Bar's motion for continuance; telerhone confeience with local counsel regarding ; telephone conference with local counsel 11/04/2014 JS Corres ondence with local counsel regarding 0.80 308.00 corres ondence with Wes Shar~s regarding . ; coordinate with Colbie Brazell regarding same; begin preparing for hearing on motion for summary judgment.

11/04/2014 CB Anal ze to assess 4.40 1,100.00 ; draft brief memorandum summarizing analysis of same; tele hone conference with F. Jones re ardin ; strategy regarding response to motion for continuance; draft response to motion for continuance.

11/05/2014 JS Review draft response to motion to continuance 0.50 192.50 and revise and edit same; correspondence with local counsel regarding _ ; review correspondence regarding need to reset trial setting; coordinate with Colbie Brazell regarding same; telefhonle conference with Wes Sharples regarding .

11/05/2014 CB Multiple te.hone calls with local counsel 2.90 725.00 regarding finalize and file response; prepare for MSJ hearing; receive and

EXHIBIT 59 2050-0001 Invoice No: 1433

...

Tri-Bar Ranch Company, Ltd. Invoice Date: 1210512014 review email from court clerk re: trial reset; email to client group and phone call with J. Grable re: 11/06/2014 CB Tele hone conference with client rou re arding 1.60 , exchange multiple communications with all counsel and court clerk regarding finalizing schedule for re-setting dates; draft and transmit orders re-setting MSJ and trial dates.

11/06/2014 JS Follow up correspondence with all counsel 1.10 423.50 regarding hearing and t r schedule; i i i i i itele ;.· hone al conference with clients re ardin _ _; analysis of ~itional correspondence with all parties regarding scheduling; telephone conference with Jimmie Brown regarding same; coordinate with Colbie Brazell on resetting hearing and trial with court; various follow up correspondence with court regarding sched~sues; correspondence to clients regarding _ .

11/07/2014 CB Receive and review signed order resetting MSJ 0.20 50.00 and trial dates; circulate orders to all counsel.

11/07/2014 JS Attention to correspondence from court confirming 0.10 38.50 resetting of hearing dates.

11/11/2014 JS Telephone conference with Wes S h a r . e s 1.30 500.50 re ardin ; review or ur oses of ; review mediation statement in relation to same; draft

11/11/2014 CB 0.20 50.00 11/12/2014 CB 0.20 50.00 11/12/2014 JS 0.10 38.50

11/13/2014 JS Attention to status of pending issues; 0.20 77.00 correjPOndence ~ith clients regarding _ 11/18/2014 JS Attention to corres ondence from Wes Shar les 0.30 115.50 ~ng _ revise and edit and finalize same; attention to status of pending issues with settlement, motion for summary judgment and trial.

11/24/2014 JS _ n t s regarding. 0.10 38.50 Total Fees 15.10 $4,531.00

Total Amount Due on this Invoice

EXHIBIT 59 2050-0001 Invoice No: 1433 Tri-Bar Ranch Company, Ltd. Invoice Date: 12105/2014

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 9.50 250.00 $2,375.00 John Slates 5.60 385.00 $2,156.00 Totals 15.10 $4,531.00

EXHIBIT 59 Slates Harwell LLP 1700 Pacific, Suite 3800 Dallas, TX 75201 Telephone: (469) 317-1000 Fax: (469) 317-1100 FEIN XX-XXXXXXX

January 8,2015 Invoice No. 1526 Reference No. 2050-0001 JS

Tony Trevino Lewis Energy Group 10101 Reunion PI, Ste 1000 San Antonio, TX 78216 Professional Services For services rendered for period through 12/31/2014 in connection with: SBS Construction Hours Amount 12/03/2014 JS Review motion to strike Pittman Affidavit filed by 0.40 154.00 Robertson and analrsis of same; correspondence to clients regarding coordinate with Colbie Brazell on response to same.

12/03/2014 CB Read and analyze Robertson's motion to strike 1.00 250.00 affidavit of T. Pittman; strategy regarding response to same; begin drafting response; attention to file regarding document management.

12/08/2014 JS Review correspondence from John Grable 0.40 154.00 regarding contribution to settlement; analysis of issues related to same; correspondence to clients regarding _ ; analysis of issues to prepare for hearing on motion for summary judgment 12/08/2014 CB Draft response to Robertson motion to strike. 1.20 300.00 12/09/2014 CB Draft response to Robertson motion to strike; 3.40 850.00 i.ii.li'iiii.if with client group regarding 12/09/2014 JS Tele hone conference with clients re arding 0.30 115.50 ; telephone conference with John Grable regarding same.

12/10/2014 CB Finish drafting response to Roberston motion to 4.10 1,025.00 strike; revise and edit same; draft reply brief in support of motion for summary judgment.

12/10/2014 CB Draft reply brief in support of summary judgment 1.10 275.00 motion against Robertson and perform research in connection with drafting same.

12/11/2014 CB Finish drafting reply brief in support of motion for 5.60 1,400.00 summary judgment; revise and edit same.

C_) EXHIBIT 59 2050-0001 Invoice No: 1526 Tri-Bar Ranch Company, Ltd. Invoice Date: 01/08/2015 12/14/2014 JS Correspondence with opposing counsel regarding 1.30 500.50 potential settlement.; review and revise reply to response to motion for summary judgment; review and revise response to motion to strike.

12/15/2014 JS Further review and revise response to motion to 0.60 231.00 strike Pittman affidavit; telephone conference with counsel for SBS regarding settlement; further review and revise response to motion to strike.

12/15/2014 CB Revise and finalize summary judgment reply brief 0.40 100.00 and motion to strike response for filing.

12/16/2014 CB Review settlement correspondence from SBS; 3.10 775.00 additional research and review of caselaw ~addressing . - ; prepare for summary judgment hearing, including annotating and highlighting all relevant caselaw for jUdge's hearing binder.

12/16/2014 CB Receive and read Robertson's sur-reply to motion 0.30 75.00 for summary judgment.

12/16/2014 JS Begin preparing for hearing on motion for summary 0.50 192.50 judgment; coordinate with Colbie Brazell regarding same; coordinate with Wes sharyrding 12/17/2014 JS Review sur-reply filed by counsel for Robertson; 6.10 2,348.50 telephone conference with Tom Clark regarding settlement issues; review pleadings and cases and prepare for hearing on motion for summary judgment; travel to San Antonio, Texas including continued preparation for hearin on motion for summary judgment.

12/17/2014 CB Prepare for summary judgment hearing, including 3.10 775.00 analysis and annotation of all caselaw used in summary judgment briefing.

12/18/2014 CB Begin drafting correspondence to J. Brown 1.10 275.00 negating claim that disclosure responses were never received; locate documentation confirming same; begin trial preparation.

12/18/2014 JS Further preparation for heari~eeting with client 6.40 2,464.00 and local counsel regarding _ ; attend hearing on motion for summary judgment against Robertson; return travel from San Antonio to Dallas including analysis of issues for preparing for trial.

12/26/2014 CB Receive and brief review of Robertson trial exhibit 0.30 75.00 list; receive and review correspondence from J, Brown regarding trial preparation and settlement.

12/29/2014 JS Further analysis of issues in relation to re arin 1.20 462.00 for trial; review cases for ; coordinate with Colbie Brazell on preparing motion for reconsidersation; correspondence with clients regarding.

Sharples regarding i ; follow correspondence with Wes .

12/29/2014 CB Conference with J. Slates regarding • • • • • 1.20 300.00 begin drafting key witness outlines; begin review and selection of trial exhibits.

EXHIBIT 59 2050-0001 Invoice No: 1526 Tri-Bar Ranch Company, ltd. Invoice Date: 01/08/2015 12/30/2014 CB Continue trial preparation, including analyzing and 0.70 selecting trial exhibits; Ie al research for use in bench brief on draft order on Tri-Bar motion for summary jUdgment regarding Robertson inability to recover fees.

12/31/2014 CB Receive and review Schulte's notice of non-suit. 0.10 25.00 Total Fees 43.90 $13,297.00

Amount 12/10/2014 DJ Thomson Reuters - #831037286 20.69 Westlaw. Online research 12/11/2014 DJ Thomson Reuters - #831037286 56.43 Westlaw 12/15/2014 DJ Special Delivery Service, Inc. - #467896 167.00 Account #: 4693171000. Delivery services/messengers 12/15/2014 DJ Special Delivery Service, Inc. - #467896 106.50 Account #: 4693171000. Delivery services/messengers 12/17/2014 DJ Thomson Reuters - #831 037286 133.95 Westlaw. Online research 12/17/2014 DJ Slates - SW - Travel to San Antonio 326.20 12/18/2014 DJ John W. Slates - #JS 12-18 - OUt of town ~--"-

travel 8.65 (,-,-j) 12/18/2014 DJ Slates - SW - Travel to San Antonio - La 79.35 Quinta 12/18/2014 DJ Slates - SW - Travel to San Antonio - Avis 53.51 12/18/2014 DJ Slates - SW - Travel to San Antonio 4.05 12/18/2014 DJ John W. Slates -San Antonio trip 17.00 DFW Parking - travel 12/17-18/14.

Total Disbursments $973.33

Total Amount Due on this Invoice $14,270.331

Timekeeper Summary

Timekeeper Name Hours Rate Amount Colbie Brazell 26.70 250.00 --- --- $6,675.00 John Slates 17.20 385.00 $6,622.00 Totals 43.90 $13,297.00

EXHIBIT 59 DEFENDANTIS EXHIBIT GOODE CASSEB JONES RIKLIN CHOATE & WATSON A Professional Corporation Post Office Box 120480 San Antonio, TX 78212-9680 (210) 733-6030 Fax (210) 733-0330

July 31, 2014 Invoice #: 55788 FRJ Billed through: July 31, 2014 TRI-BAR RANCH COMPANY LTO.

C/O COLBIE BRAZELL SLATES HARWELL LLP 1700 PACIFIC AVE. SUITE 3800 DALLAS, TX 75201 Client Id. 4425 Matter Id. 00002 Reference:

PROFESSIONAL SERVICES RENDERED 07/08/14 SLD PREPARATION OF NOTICE OF APPEARANCE OF 1.00 hrs 125.00 /hr $125.00 ADDITIONAL COUNSEL.

07/09/14 FRJ FILE NOTICE OF ADDITIONAL COUNSEL. REVIEW 2.00 hrs 250.00 Ihr $500,00 BRIEFING ON THE MOTIONS TO BE HEARD TOMORROW. REVIEW AND RESPOND TO EMAIL COMMUNICATIONS FROM COLBIE AND JOHN.

07/09/14 SLD PREPARATION OF LETTER TO ALL COUNSEL 0.20 hrs 125.00/hr $25.00 SERVING THE NOTICE OF APPEARANCE OF F.

JONES AS ADDITIONAL COUNSEL.

07/09/14 JRL ONLINE RESEARCH WITH LEXIS NEXIS AND TEXAS 0.20 hrs 110.00 /hr $22.00 SECRETARY OF STATE TO OBTAIN INFORMATION ON THE BUSINESS INTERTEX ELECTRONICS AND THEIR REGISTERED AGENT.

07/10/14 FRJ ATTEND HEARING ON MOTIONS FOR SUMMARY 2.50 hrs 250.00 /hr $625.00 JUDGMENT FILED BY SBS AND ROBERTSON.

CONFERENCES WITH J. SLATES AND TONY TREVINO.

TOTAL FEES BILLED $1,297.00 DISBURSEMENTS $0.00 Units Amount

EXHIBIT 60 GOODE CASSEB JONES RIKLIN CHOATE & WATSON A Professional Corporation Post Office Box 120480 San Antonio, TX78212-9680 (210) 733-6030 Fax (210) 733-0330

August 31, 2014 Invoice #: 55930 FRJ Billed through: August 31, 2014 TRI-BAR RANCH COMPANY LTD. C/O COLBIE BRAZELL SLATES HARWELL LLP 1700 PACIFIC AVE. SUITE 3800 DALLAS, TX 75201 Client Id. 4425 Matter Id. 00002 Reference:

PROFESSIONAL SERVICES RENDERED 08/26/14 FRJ REVIEW AND RESPOND TO EMAIL FROM COLBIE 0.30 hrs 250.00 /hr $75.00 RE.G.AR.DiiiING._ _ iii 1I111• • • • • _ _ _INSTRUCTIONS TO PARALEGAL REGARDING SAME.

08/27/14 FRJ REVIEW INFORMATION FROM PARALEGAL AND 0.30 hrs 250.00 /hr $75.00 FORWARD SAME TO COLBIE. REVIEW EMAIL BACK FROM COLBIE -

08/27/14 SLD TELEPHONE CONFERENCE WITH TAMI, COURT 0.10 hrs 125.00 /hr $12.50 COORDINATOR, CONCERNING DEADLINES FOR EXCHANGING WITNESS LISTS AND TRIALS EXHIBITS.

08/28/14 FRJ REVIEW FILE AT THE COURTHOUSE WITH THE 1.00 hrs 250.00 /hr $250.00 DISTRICT CLERK TO MAKE SURE THAT THERE HAS BEEN NO SCHEDULING ORDER ENTERED IN THIS FILE.

08/29/14 FRJ PR.E.PiA.R..

A.T.IO.N.OiliF.EMiiA.IL TO COLBI E REGARD ING 0.20 hrs 250.00 /hr $50.00 • . REVIEW AND RESPOND TO EMAIL FROM PARALEGAL REGARDING MEDIATION.

TOTAL FEES BILLED $462.50 DISBURSEMENTS $0.00 Units Amount

EXHIBIT 60 Client- 4425 00002 Bill # 55930 PAGE 2 BILLING SUMMARY: TOTAL FEES $462.50 TOTAL CHARGES FOR THIS BILL $462.50

BALANCE FORWARD $1,297.00 TOT AL BALANCE DUE $1,759,50 MAIL ALL PAYMENTS TO POBOX 120480, SAN ANTONIO, TX 78212 PLEASE CHECK FOR ANY BALANCE FORWARD.

IF INVOICE COPIES ARE NEEDED, CALL OR EMAIL THE BILLING DEPARTMENT.

FEE SUMMARY SLD DENTON, SHERRY L 0.10 Hours @ 125.00 Per Hour $12.50 FRJ JONES, FRED R 1.80 Hours @ 250.00 Per Hour $450.00 ---- 1.90 $462.50 Federal 10# XX-XXXXXXX Privileged and Confidential Attorney-Client Communication

EXHIBIT 60 GOODE CASSEB JONES RIKLIN CHOATE & WATSON A Professional Corporation Post Office Box 120480 San Antonio, TX 78212-9680 (210) 733-6030 Fax (210) 733-0330

October 31, 2014 Invoice #: 56206 FRJ Billed through: October 31, 2014 TRI-BAR RANCH COMPANY LTD. C/O COLBIE BRAZELL SLATES HARWELL LLP 1700 PACIFIC AVE. SUITE 3800 DALLAS, TX 75201 Client Id. 4425 Matter Id. 00002 Reference:

PROFESSIONAL SERVICES RENDERED 10/15/14 FRJ REVIEW AND RESPOND TO EMAIL FROM C. 0.50 hrs 250.00 /hr $125.00 BRAZELL. REVIEW RECENT EMAILS AND MAKE PLANS TO GO TO THE COURTHOUSE TOMORROW.

10/16/14 FRJ EXCHANGE EMAILS WITH COLBIE BRAZELL AND 2.00 hrs 250.00 /hr $500.00 , STAFF. ARRANGE FOR FILING OF MOTIONS FOR SUMMARY JUDGMENT AND OBTAINING JUDGE PALMER'S SIGNATURE ON THE ORDER SETTING ( / 'I THE MOTIONS FOR HEARING.

10/16/14 SLD TELEPHONE CONFERENCE WITH TAMI, JUDGE 0.10 hrs 125.00 /hr $12.50 PALMER'S COURT COORDINATOR, TO OBTAIN A SETTING ON DEFENDANTS TAl-BAR AND G&R'S MOTION FOR SUMMARY JUDGMENT.

10/23/14 FRJ WORK WITH PARALEGAL ON RE-SETTING THE 0.30 hrs 250.00 /hr $75.00 MOTION FOR SUMMARY JUDGMENT, AND REVIEW RECENT EMAILS FROM VARIOUS COUNSEL IN THIS CASE.

10/23/14 SLD 0.10 hrs 125.00 /hr $12.50

10/24/14 FRJ 0.20 hrs 250.00 /hr $50.00

TOTAL FEES BILLED $775.00 DISBURSEMENTS $0.00 Units Amount

u EXHIBIT 60 Client- 4425 00002 Bill # 56206 PAGE 2 BILLING SUMMARY: TOTAL FEES $775.00 TOTAL CHARGES FOR THIS BILL $775.00

BALANCE FORWARD $1,759.50 TOTAL BALANCE DUE $2,534.50 MAIL ALL PAYMENTS TO POBOX 120480, SAN ANTONIO, TX 78212 PLEASE CHECK FOR ANY BALANCE FORWARD.

IF INVOICE COPIES ARE NEEDED, CALL OR EMAIL THE BILLING DEPARTMENT.

FEE SUMMARY SLD DENTON, SHERRY L 0.20 Hours@ 125.00 Per Hour $25.00 FRJ JONES, FRED R 3.00 Hours @ 250.00 Per Hour $750.00 -~3.~20~ $775.00 Federal ID# 74·2600387 Privileged and Confidential Attorney-Client Communication

EXHIBIT 60 GOODE CASSEB JONES RIKLIN CHOATE & WATSON A Professional Corporation Post Office Box 120480 San Antonio, TX 78212-9680 (210) 733-6030 Fax (210) 733-0330

November 30,2014 Invoice #: 56416 FRJ BlIIed through: November 30, 2014 TRI-BAR RANCH COMPANY LTD. C/O COLBIE BRAZELL SLATES HARWELL LLP 1700 PACIFIC AVE. SUITE 3800 DALLAS, TX 75201 Client Id. 4425 Matter Id. 00002 Reference:

PROFESSIONAL SERVICES RENDERED /031! 4 FRJ REVIEW EMAILS FROM ALL COUNSEL REGARDING 0.40 hrs 250.00 /hr $100.00 SCHEDULING ISSUES. PREPARATION OF EMAIL TO J. SLATES REGARDING . TELEPHONE CONFERENCE WITH J. SLATES REGARDING ~--

'\ 11/04/14 FRJ TELEPHONE CONFERENCE WITH C. BRAZELL 0.40 hrs 250.00 /hr $100.00 ( I ./~/ REGARDING EXCHANGE EMAILS WITH • THIS SUBJECT A N O _

11/05/14 FRJ COORDINATION OF EFFORTS REGARDING 1.00 hrs 250.00 /hr $250.00 RESPONSE TO MOTION FOR CONTINUANCE OF HEARING ON OUR MOTION FOR SUMMARY JUDGMENT. EXCHANGE EMAILS WITH C. BRAZELL . INSTRUCTIONS TO STAFF.

TRAVEL TO COURTHOUSE TO FILE THE RESPONSE AND TALK TO THE COURT COORDINATOR.

11/05/14 SLD TELEPHONE CONFERENCE WITH THE KENDALL 0.20 hrs 125.00 /hr $25.00 COUNTY DISTRICT CLERK TO CONFIRM PLAINTIFF'S MOTION FOR CONTINUANCE WAS FILED AND VERIFIED AND TELEPHONE CONFERENCE WITH C. BRAZELL

11/06/14 SLD PREPARAnON OF E-MAIL COMMUNICATION TO 0.20 hrs 125.00 /hr $25.00 TAMI, JUDGE PALMER'S COURT COORDINATOR, CONCERNING DATES IN DECEMBER TO RESET TRI-BAR'S MSJ.

11/07/14 FRJ OBTAINING JUDGE PALMER'S SIGNATURE ON 0.80 hrs 250.00 /hr $200.00 / ,

l __) ORDERS RESETTING THE MOTION FOR SUMMARY / JUDGMENT AND TRIAL.

TOTAL FEES BILLED $700.00

EXHIBIT 60 Client- 4425 00002 Bill # 56416 PAGE 2 DISBURSEMENTS $0.00 Units Amount

BILLING SUMMARY: TOTAL FEES $700.00 TOTAL CHARGES FOR THIS BILL $700.00

BALANCE FORWARD $775.00 TOTAL BALANCE DUE $1,475.00 MAIL ALL PAYMENTS TO POBOX 120480, SAN ANTONIO, TX 78212 PLEASE CHECK FOR ANY BALANCE FORWARD.

IF,INVOICE COPIES ARE NEEDED, CALL OR EMAIL THE BILLING DEPARTMENT.

FEE SUMMARY SLD DENTON, SHERRY L 0.40 Hours @ 125.00 Per Hour $50.00 FRJ JONES, FRED R 2.60 Hours @ 250.00 Per Hour $650.00 --3-.0-0 $700.00 Federal 10# XX-XXXXXXX Privileged and Confidential Attorney-Client Communication

EXHIBIT 60 GOODE CASSEB JONES RIKLIN CHOATE & WATSON A Professional Corporation Post Office Box 120480 San Antonio, TX 78212-9680 (210) 733·6030 Fax (210) 733-0330

December 31,2014 Invoice #: 56577 FRJ Billed through: December 31,2014 TRI-BAR RANCH COMPANY LTD. C/O COLBIE BRAZELL SLATES HARWELL LLP 1700 PACIFIC AVE. SUITE 3800 DALLAS, TX 75201 Client Id. 4425 Matter Id. 00002 Reference:

PROFESSIONAL SERVICES RENDERED 12/16/14 FRJ HANDLE RESPONSE TO MOTION TO STRIKE AND 1.00 hrs 250.00 Ihr $250.00 FILING WITH DISTRICT CLERK. MEETING WITH DISTRICT CLERK TO MAKE SURE THE RESPONSE IS TIMELY FILED. PREPARATION OF EMAIL TO COLBIE AND JOHN REGARDING• • • 12/18/14 FRJ ATTEND HEARING ON TRI-BAR'S MOTION FOR 2.00 hrs 250.00 Ihr $500.00 SUMMARY JUDGMENT AND CONFERENCES WITH CLIENT GROUP.

TOTAL FEES BILLED $750.00 DISBURSEMENTS $0,00 Units Amount

BILLING SUMMARY: TOTAL FEES $750.00 TOTAL CHARGES FOR THIS BILL $750.00

BALANCE FORWARD $0.00 TOTAL BALANCE DUE $750.00 MAIL All PAYMENTS TO POBOX 120480, SAN ANTONIO, TX 78212 PLEASE CHECK FOR ANY BALANCE FORWARD.

IF INVOICE COPIES ARE NEEDED, CAll OR EMAIL THE BILLING DEPARTMENT.

FEE SUMMARY FRJ JONES, FRED R 3.00 Hours @ 250.00 Per Hour $750.00 -~3~.0~0 $750.00 Federal 10# 74·2600387 Privileged and Confidential Attorney-Client Communication

EXHIBIT 60 DEFENDANT1S EXHIBIT From: John Grable Sent: . Wednesday, June 20, 2012 10:22 AM To: Jack Green Cc: [email protected]; Matthew Martinez; Javier Alonso; John Grable Subject: FW: Submittall #3 Rebar Pacement Shop rawings120618 Attachments: Approved as noted foundation reinforcing 2012_06_19.pdf

Jack Please find approved submittal for the concrete steel reinforcement Thanks John Grable

JOHN GRA8LE F4fA iWMm mo':! 1ft S<lt1 Al11onlf;,fX fS21J':> p .2 W.B20.3332 1 2l\}'82D.3334 www.johngrable.com ( From: Victor M. De Anda Jr. [mailto:[email protected]] sent: Tuesday, June 19, 2012 12:13 PM To: John Grable Subject: Re: Submittal! #3 Rebar Pacement Shop rawings120618 John, attached please find the shop drawings. There is one item for your review thanks

Victor M. De Anda Jr., P.E.

Synergy Structural Engineering, Inc. Victoria St. Suite "e" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908

EXHIBIT 61 From: John Grable <[email protected]> To: Victor M. De Anda Jr. <[email protected]> sent: Tue, June 19, 2012 11:46:15 AM Subject: FW: Submittal! #3 Rebar Pacement Shop rawings120618 Victor Attached please find steel re bar submittals Thanks John

JOHNGRABH. r:AIA rx 2:22 J\1l~I;iJ Hv.y -I S~f1 Ar\tO~H?, 7S;!0'i) p 2HUl2(U332 I 210,820.33:'14 www.johnqrable.com

-------------------_.~ .._--------- From: Jack Green [mailto:[email protected] Sent: Monday, June 18, 20123:29 PM To: John Grable; Thomas Pittman Cc: Matthew Martinez Subject: Submittall #3 Rebar Pacement Shop rawings120618 Submittal # 3 rebar placement drawings for approval a requested.

Thanks,

Jack R Green LEED Green Associate Project ManagerlBusiness Development SBS Construction and Development Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax

EXHIBIT 61 SYNERGY STRUCTURAL ENGINEERING, INC. Victoria 5t Suite "C· Laredo, TX. 78040 (956) 753-5860 (fax) 753-6210 [email protected] rSPE Firm Registration No.: F-7661

Transmittal Letter llaIB: June 19. 2012 Project nome: Los Cerritos Hangar To: John Grable Architects, Inc. Project No.: SSE-12-013 Austin Hwy #1 San Antonio. TX. 78209 AIln: Mr. John Grable, AlA WETRAHSMIT xhereWilh J under separate cover J as requested FOR YOUR - review and comment x information r records THE FOLLOWING I: drawings ,":". specifications ..: change order x shop dJaWings COniER: ITEM NUMBER COPIES DESCRIPTION 1 1 Foundation Reinforcing Shop Drawings REMARKS

By: Victor M. De Anda Jr.. P.E Date: Prlnted Name: Time: lHI5B5 r«~\ ~c, 'BeS.le; COHSTRUCTlOI'-J DEVEl OPMtclT :,un A'11'.I)F:.' i:: i&T'3<:ij·1'!

LETTER OF 11lANsMrrrAL TO: DATE OM 8/2012 (jOB NO. SBS # 1378 John Grable Archi1ecls- Inc RE: Austin Highway Son Antonio, lX 78209 '* 1 Los Cerrilo. Hangar lJvI,lde, lX Glacier Cop Cons1rVction 10067 Jones Moltsberger Son Anlonio, lX 78216 AmNTlON: John G",ble/Matt Martil107/lhomal Submiltal#3 Pillmon We are sending you the following: CI Al!acl1od a Under sepan'lfe c:over\ikl'- ~

o SHOP DRAWING o CATALOGS U PRESENTATION CI OTHER, C1~~ [J BUDGET PRICES [l SKl'TCHESJRENDERINGS (J SEPIAS Cl BROCHURES C QUOTATIONS lJ PRINTS a COPV Of LEITER o SAMPlES

COPIES DATE NUMBER DECRWT10N EmQi 6/1812012 Rebar p1acometll ,hop drowings

These ore transmitted as checked below: Q a FOR AppROVAL FOR YOUR USE Q a APPROVED AS SUBMrneo a RE·SUBMIT_5_COPIES FOR APPROVAL o AS REQUESTED o APPROVED AS NOTED RETURNED FOR CORRECTlON a SUBMIT_COPIES FOR DISTRIBUTION Q RETURN_CORRECTED PRINTS o FOR REVIEW AND COMMENT Q PRINTS RETURNED AFTER LOAN TO US Q FOR BIDS DUE 19

COPY to; Signed Phone fox

a Schneider Steel REBAR CUT SHEET AND SHIPPING LIST j-">::~. OTY BARS SZ LNGTH MARK TYP A B C D E FIR G J 0 H FOUNDA TlON

@ SPREAD FOO TlNGSJ!"'!- SF) 343 43 #5 40-00 CONT@ 12"EW(BOT7)

BEAM MK Bl (16" X 36') 494 LF .... TYP EXTERIOR BEAM •••• ~ x 1 .. 54 54 #5 40-00 2 TOP _ -_ &_-BOTT .. ...

xl·· 332- 332 #3 7-07 301 T1 -04 -112 2-06 -112 2-06 -{)4 TIES@ 18"

BEAM M..K!3~2 (12' X 36J.!14.LF .... TYP EXTERIOR BEAM ••••

~ xl·H~O 100 #6 40-00 2 TOP & BOTT <, 610 610 #3 7-00 302 Ti -04 -072 2-062 -072 2-062 -04 TlES@ 18'

BEAM DROf BARS @ DRAIN .- @ 3" SLOPE ...