Select Building Systems, Inc. and Tri-Bar Ranch Company, Ltd. v. Robertson Electric, Inc.

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/ 1 Expiration: 12/31/15 Kendall County Courthouse 201 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 5 DELAYS REIEMAILS REGARDING X TR-BAR RELATED 6 DELAYS -SBS RESPONSE REI REQUEST FOR PAYMENT X AND 7 DEFICIENCIES DATED 1-23-2013 INVOICES OF REI 12/18/2012; X 1/21/2013; 2/6/2013 8 APPLICATION FOR CERTIFICATION X OF REI FOR 9 PAYMENT AFFIDAVIT OF 10 THOMAS PTTTMAN- RebuttallImpeachment  Weston Sharpless 11 A Email dtd June 7, X 2013 Thomas Pittman Ltr 11 B dtd Feb. 17,2013 X S. Schiffman Ltr to 11 C T. Pittman dtd Feb. X 15,2013 Weigan, Baca, 11 D Pittman Email dtd X Mar. 14,2013 Daniel Bodie/Thomas 11 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 19 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 19 I REPORTSdtd X 1115/2013 SBS DAILY FIELD 19 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 28 OF LIGHTING GEAR Y 29 C&S ENTERPRISE 1- 14-2013 QUOTE X X TRI-BAR 30 VALUATION OF LIGHTING GEAR X NOV 2 - 4 2012 31 TRI-BAR EMAILS X NOV 26 - 28 2012 32 TRI-BAR EMAILS WORK ALLEGED 33 TO BE REI REI ELECTRIC Y 34 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 1  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 1 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:) 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~ III /i ifF ('> ii ~::::=:=::::~ ~ 4 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 ..,. 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SM: -- -- -- _PlIneI:LB _"", ,,....... --- ....· -.. 4 4 . -- ....". ~ ,;. _. _... .... ..... cr: ......".· -'" - ............. .- W G .....· ... ~ ~ g 3 .... .... ~ ~iii: ~ I - 0:: ~ ~I w ~ 9 (!) (/) IRt 7,u:u::". 1 .llcdrcl'f.~!lJA c•••• ~=--==-, E301 1 ~ A. H % J L N  A I K M REVISIONS: GENERAl NOTES: 9 II--+----fg 8 -- ...... . '" 7 6 4 ..... . ---. ~- 3 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~ -- ... 1 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 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 > 2  Jerroc:t Robertson From: Kyle K1eke [kkleke@sbsWorld.net) sent: Tuesday, January 08, 201311:48AM To: jrobert8on@relecttx.com; 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 kkleke@sbsworld.net 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 231 Derrick Dr. Humble, TX 77338 Office: 281-441-1304 Fax: 281-441-1342 www.relecttx.com '- " "'El«trit,.".,..,. ,- oj TEClllfU 1  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 Drobertson@relecttx.com] 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 231 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. 1  Jerrod Roberlson From: Sent: Kyle Kleke IkkJeke@sbsworld.net] 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! it * 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 486 11lEMT 150.00 $19.96 C $29.93 2.00 C 3.00 487 3M EMf 60.00 $41.70 C $25.02 3.00 C 1.80 567 1/2 EMT CONN SIS 15.00 $25.48 C S3.82 4.00 C .60 568 3t4EMTCONNSIS 6.00 $47.73 C $2.86 5.00 C .30 639 1/2 EMT CWP SIS 15.00 $37.83 C $5.84 lOOC .45 640 314 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 495 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 738 112 EMf 1HOLE STPISTL 18.75 $15.02 C $2.82 3.00 C .56 739 314 EUT 1HOlE STPISn. 7.50 $20.09 C $1.51 3.00 C .22 764 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 36 12 TtIHN CU SOUD 976.50 $141.00 M $137.69 4.00 M 3.91 37 10THHNCUSOUD 108.00 $195.00 ttl $21.08 5.00 M .54 41 12 THHN CU STRANDED 1.775.00 $165.00 M 5292.88 4.00 M 7.10 42 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.: 57 500 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 437 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 Urobertson@relecltx.com) Sent: Monday, MBrdl25, 2013 12:09 PM To: 'sschiffrnan@sbsworld.nef; 'dmorgBn@Sbsworld.net' Cc: 'vrobertlon@relecttx.com' 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 231 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 1 Jerrod Robertaon From: Steve SChiffman [sschiffman@Sbsworfd.net] Sent: Monday. March 25, 2013 12:17 PM To: jrobertson@relectlx.com Cc; dmorgan@Sbsworld.net; 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" 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 231 Derrick Or. Humble, TX 77338 OffIce: 281-441-1304 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 aware that disclosure, copying, distribution or use of all or any portlon of the content of this Information is prohibited. If yOLl 1  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 8  EXHIBIT 8 INVOICES OF REI 12/18/2012; () 1/21/2013; 2/6/2013  INVOICE Robert8on ElectrIc. Inc. 231 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. 231 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 231 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 1 InsuranceJMobflZationfSubmital 512.800 12800.00 0.00 12800 100% Q 1280 2 Slab RouGh-in $11500 11500.00 0.00 11500 1001)6 0 1150 3 OlstributlonIFeedel'8 57,000 0.00 0.00 0 0% 7000 0 4 UG service Conduit $5000 0.00 0.00 0 0% 5000 0 5 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 8 Temrwvanl Power $2500 2500.00 0.00 25DO 100% 0 250 9 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 29 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$, G/f:<:f/tlC41 AiltlU, Df)C6t\II..ee:h', t'o;t+~(.,fur/, #reA.~;/ fltlJM, fa.I'J (Itt J1'()~A6E ( d- t4bo~  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT  EXHIBIT 11 REI TERMINATION - THOMAS PITTMAN AND EMAIL  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 11 A  EXHIBIT 11 A WESTON SHARPLESS EMAIL DTD JUNE 7, 2013 • D. . . 1DddiI c~odlnkc:on1~ 1IIcnf- f!I&fIy. J_07. 2DU 2:17 PM Rt. . CeIfftDs.... Onltl DInIII...... I...... ~w:la.·.Celll l1HOI.H.1DW.SUlte MASen!P"!9P' D2'?'P OnJun7.2013.112:J1fM, TbamaS........ er: 210-375-0823 lheaulhor and shouldlje reviewed. A vertical line In Ihe left margIn of Ihis and the Contractor: qogl!lTient indlc;lI.E!S wherelheauthoi (Name, legals/a/lis, address and other ilifol'matioll) has added neCelIsary informallOJ;l an(l Where the authOr has ad.ded 10 or pavi~ L. Mo.rgan,SeleCl Building Systen1s, Inc. deleted from the original AlA lext. 17 ScenicLoop Rd. Thlsdoeument has li]1portant legal Boerne, TX 78006 consequences. Consu.ltl!lion With lIn Telepbone Number: 830-981"5929 attorney]s enco\Jraged with respecl Fax Number: 8.3()~98.-5~08 . tolls cOll1plelfcm (ir mOdification. () for the fQUQwing Pri)ject: (Name, loc"tiM alld detailed des.criPlioll) This dOcument.is not.lntend.ed for Use lilc()mpel.ltlve bidding. AlA DdCumentA201T1~~2007. Los Cerritos Hanger General Condilions of the contract County Road41(i for Conlllwctlon, Is. adopted In Illls Vvalde,TX doculTientby referenCe;. po riol us.e i2,800 SFJJanger with il Ia,OOl) SF adjacent taxiway wilh other generc\ltnelil rSpr91f!litedbyu.$.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 2 .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 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 baseJl 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$o!, ¢qujPJiJ,el'lt,itll of which, ifrequirt:d, shall be illcorporatedby Change Order. AlA l;Iocum,nl A102'" .;..2007 (fonne.rIY MH .... -19971~ CopYrighl@HI20.192S.. 1951. 1958. 1961, tS63, 1967.1974; 1978. 198t; 1~97 and 2007 by The Iiilt. Ameri~all fnstjlullC! 0; Nc!Jiter;ts, A1.lrlghlsreserved.V'/AR~!!'I(>: This. A1"'~ IJoc4menJ'is PI'C!I!!tI-a IlYU.S~ Copyrlghl Law and IHteilllitliiiial Treaties. ' Unaulliorized reproduction of,(llstHbuil!m.oftllili' AiA'1JOocument'Clr any po.rtio~ (If.lt,may I'tisult ./n ~&v(lre clvi1alld c:rimil)!li p~nallliis.)3ri: T/1!.l! AIA$..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 Cckholder 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 1 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 Cy 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. 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 ($0.00) Thi~ Agreemelit entered into as 6.fthe day and year first written a~ve. David L. Morgan, Executive Vice President I Chief Rod Lewis, Owner Operating Officer (Printedllome alld title) (printed name (lilt! title) AlA Doi:lilnenl A102"'-,201i1'({onnerly A111'" -1997)•.Copyriilhl@ 1920. 1925.1951. lll58. t961. 1963. 19.61.1974. 1978.1987.1997 and 200711yThe Init. Arneri.can Ins.Ulule o.rArchil.~I~. All r!ghl\lreseryecl. ~~Nl~,G,: T~'s AlA" Q~curI!!!n, tsprole~Ie4,.bY.\.I;S.CoilY"'lihn .. awarii! IfilernaJlonal Treaties. UnaulhorltedreproduCl/ori or dlsjrlbiJtlonofth!s AlA" Docu.i:nent.i:lrl'ny poHlon of II. may.result In lIe..-:ere ciVil andc:rlmlnal penallles. and wUl be 15 pr!lsecU,led to lherriaxl!ilurn exlent PClsslbieundeHhe law. Thlsd.ocumenl was prOducedbyAlAsollwareal'20:08:45 oft 0511612012 under Order No,128389821IU Which expires ~ln 1~8/~.12.and l!lnoUpr'resale, .' U s l i r N o t e s : ( 14ea7l!12ea)  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 16  EXHIBIT 16 SBS-TR-BAR CONTRACT ADDITIONS AND DELETIONS C)  AddItIons and l»Itt/on$ 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 10 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 11 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!$;:iIjd_.ijat!l_lll!if".'" :*~.drin P.A~{? , . .....l! ............ :~.-·-t ~..ii~:ffIli~:a~~A~Wtc ..·~'T.w ~tq4f~~.~OfCa:=c.1r"'_\~!-~ .. _,tfY.~If!Ils·- &li;!!&l;!etl bylJ..S,(;qllyrjljhl Law and tnfernatioiilll 'rreaUes, t1na~lli°rized 1 tel>r()j:l(jcllon or dllllilliUlibli oftfils AlA~Document;orany portion or/l. mllY resultln~e"~.I,4.2.7,5.2.1,6.2.1,7.3.7,9.3.2,9.3.3,9.5.1.3, 2.1.2,2.2; 3.2.2, 3.12.4, 3.12.10, 6.1.3,6.1.4, 6.2.5, 9.10.2,10.2.1,10.2.4,14.2.1.1, 14.2.1.2 9.6.1,9.6.4,9.9.2,9.10.3, JO.3.3, 11.2, 11.4,13.5.1, Labor Disputes 13.5.2,14.1.1.4,14.1.4, 15.1:3 8.3.1 Initial Decision Laws and Regulations 15.2 1.5,3.2.3,3.6, 3.7,3.12.H>, 3.13.1,4.1.1,9.6.4,9.9.1, InitialDeCision l\Jaker, Definition of 10.2.2, 11.1.l,11.3, D.LI, 13.4, 13.5.1,13.5.2, U.8 13.6.1,14,15.2.8,15,4 Initial Decision Maker, Decisions Liens 14.2.2,14.2,4, H.2.1, 15.2.2, 15.2.3,15.204,15..2.5 2.1.2,9.3.3,9.10.2,9.10.4, 15,2.8 Initial Decision Maker, ElI.1ent ofAuthority Limitations, Statutes of' 14.2.2,14.2.4,15.1.3,15.2.1,15.2.2, 15.2.3, 15.2.4, 12.2.5, 13.7, 15;4,1.1 15.2.5 Limitations ofLinbility Injury OJ' Dahiage to Person 01" Propel'I)' 2.3.1,3.2.2,3.5,3.12.10,3.17,3..18.1,4.2.6,4.2.7, 10.2.8,1004.1 4.2.12, 6.2.2, 9..4.2>~M.4, 9.6.7, 10.2.5, IQ.3.3, 11.1.2, Inspections 11.2, 11.3.7, 12.2.5, 13.4.2 3.1.3,3.3.3,3.7.1,4.2.2,4.2.6,4.2.9,9.4.2,9.8.3, Limitations ofTime 9.9.2,9.10.1,12.2..1,13.5 2.1.2,2.2,2.4,3.2.2,3.10,3.1 I, 3.12.5, 3.15.1, 4.2.7, Instructions to Bidders 5.2, 5.3.1, 5A.J,6.i4, 7.3,7.4,&.2, 9.2, 9.3.1, :9.3.3, 1.1.J 9.4.1,9.5,9.6,9.7,9.8,9.9,9.10, 11.1.3, 11.3.1.5, Instructions to the Contractor 11.3.6,11.3.10,12:2, U.S, 13.7,14,15 3.2.4,3.3.1,3.8.1,5.2.1, 7, 8~2.2, 12, 13.5.2 Loss Of Use Insurauce Instl"llinellts ofSenice, -Definition of 1l.3~3 1.1,7 Material. Suppliers hl$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 . 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\ '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)nllbi 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.... -2rk, 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 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 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.atle 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 prqfessiy 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 Trentractor" lil the COlltract.Dr9Ceedpromptly, 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 the Contractor on accollUt of the Subcontractor's portion ofthe Work. TIle Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to mali1itieso.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.rstancereported 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 reqliirepel'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 elitrators. § 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 requirey 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 AlA" OOc:/lfne'1,I,or lIny p,ort!on ofl\;ma~ reslllt/llseVel1iclv.IJ andcrlmlnalpenatpe~.·andY 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 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;iitratiollcollitratioll 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$1.1963,1966, 1910,197~. 1987,1997 anel 20.07 by The American Inil. Institut!lof N~hlt¢Cts. All rights r~selVed,WARNING: This AlAe DO.cument tsprOtectetibll U.S. COPll~llht law and Illfetnlil)ll"jil Tre~tJ~s. U"iH!thorized 39 , . rllPtodullUonor tribu\llJll of .tl1lli AlJi,.~ Pllcl!(Ils!11. or anY. poJ'!lpl).!>f It. fl)llllll1$ult;[n !gev.l!re¢lYIlanilcliml.nal psnalUes. an.i1 Will be prosecuted to the irilili!/rin\me?1l Doqu(rlont, Qr any poi1lonof It,may ~~ultin severe.llivll aM criminal 1 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)irttract 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 18  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 (tpittman@lewisenergy.com) 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 1  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 besquivel@lewisenergy.com 83Q~_81i::92f:iZ_ __~~_~kkieke@sbsworld.net 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<~Jt-----~------------1----I----I t fa..~\ l.1t ~ \ Pe....-a..J LA IV\.te- ,.'" i Pa.~c.1 '-A -h;Lf"t" 1 . t'f4/-''''1 16-44 <..,fw f /PI bCJf :J:Jl ~(1 ~l I[§I Celt 3;1. 1 ~;.....;...-lGo "1 Ie .w' +t.. $6 S ., " , ;1;)0 t 3/f eMf :JI.J' .y" }"r (,. ~ 'r r"n:- J i" i'J' ; J J '9 .1Is>,Z Alll..iU~ wI e I';; J"eJiJ J .,rrl4./; .JII) f... '1~7 LAE--.---.....-----.--.------\L MATEFUAL -----+--+-.---I 101 IIA f~.f4l1'~ 1---- IUTALLABOR > .------+---+---I--+---:.~-----1--4,.. i!!!:--1--1 " _- .... -CIIl(IlIDIIY M'lECOIIPIElPI . 1 TAX )--_... ).  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 23 B  EXHIBIT 23 B REI - LIGHTING, GEAR, MATERIALS TURNED OVER TO SBS 1/24/2013- PICTURES  . .. - •. : !. 1 .. ~ • • I f . I .i . . ~: {  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 23 C  EXHffiIT23C REI - LIGHTING, GEAR, MATERIALS TURNED OVER TO SBS 1/24/2013 - VALUE  ,..t... A- .... I- 1 "=' ~ I . It Il t.I_ ... 7_ ) -- &.- I1.1III IUIII II II -- - -- I' , D.IIIII .. fit ~ y "8IIlrJDI f •• II.D8 ..,.. . ~ I I - '- - -.s_ "D.IIII "'l1li ..-J Inl I i~· .• OJIII ~ •• 2.nlI ..- .' . ~I 11.l1li • 2.-.l -.. I .. ---. I - .lmI . :.. -_ . • tuIlIII -. II IIIIlI .......... I - --- . ........ , 'It. , .11- • , , .. " r ~1Ir: A ~.(!~" ·fi!iiEEl!.. .::-. .. .. . . na ~·· _=--.:;...,.......... .. I11III3 ... " ) • .t' C.. ". ~ ,.. .... : .' '::.;:,'..).-.:,t" ," ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 24 A  EXHIBIT24A JOHN GRABLE LTR DTD 12/21/2012 W/ATTACHMENTS -.- - •..- ~  ·_---- - ------- -- - -- ----- . ........KIIIIIne. . JIinUl$ %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 24 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..,.. 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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 24 C  EXHIBIT24C JOHN GRABLE LTR DTD FEB 28, 2013 (~) A HITEeTS·IIIC FebrWlry 28. 2013 Jack Green $elett Buildll'lg Systems,. Inc. 117 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'"CN i~ i 7 ."" .. J!5 ; ,. _DM_ _ AIl~OtU'NOatW.lCJI'lEll;:AlBl. H tllAU.JCJEtMllDllEIOSUQI". .. ~ WI UCIWA.... 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"'- - ......,..... - _T_ ~-~~Cll'ftUlSI!t lOr: .... ....... - to _.... .- -..... • 6 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 ; 0 *'1._ · ... ...... ...."'" -. - 0 . · ... · " "'" a: ··, · -- a• w l ......"...· ··, .... ;........ .... .... .... ...- - ·- - · ..... C) · ~ !en 3 3 - - .....- ... ··· ... ·-, . ..._. Mw. . . . ···- - .....-.... .... .... .... ... i.... ~a: g ~ g :=S . -I ...., '" .... ..... a: -- . -· .......... .VA · - .- .... a: w w W. ~ iI ·_..... 0 2 -- ....-----..... UJ • 2 ~~~ _ _-- C) 9 r0- I~ - t- IR\ 1 ~"11:remJl" 1 -=iE£ia=.-· ~ E301 A I J K L M  8 c D £ F G H K M AEVISIOIlS: GENEIAl NOIES: 9 11-+----19 -- 8 =. ... tlOe. . . . . . .IiItWIl:I! ~ ~~.ND~.,tlIKII_ 7 o % . o ~ !: 6 . = o ~ - 4 I 4 r------ 1 I 3 I 3 I I ........ --1==ilf==I---iM1C1C1MWi1lW I \MIlICI lMI'*'1fNWM1r I ....... ................. f I 1-- ~.. .::: 1_........ ==; UroaIICIIlMUII'W -.... .... 1 A B K L  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 27  EXHIBIT 27 ON SITE PICTURES TAKEN BY C~) REI l ( ( ( ( ( • ( ( ( ( ., ( ( • ( r ( ( J (  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 28  .. EXHIBIT 28 TRI-BAR RECEIPT OF LIGHTING C) GEAR tr. _ ')m: Bob camwath 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 Date: Wednesday, June 26, 2013 4:15 PM To: Daniel Boddie 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. 1 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 2 EXHIBIT 58  I from: C & S Enterprise, Inc. Sent: Monday, January 14, 2013 2:39 PM To: TPlttman@lewisenergy.com; mmartinez@johngrable,com Cc: sales@c-s-enterprise.com 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 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 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" <'Ilittman@lewisenergy.cont> 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'n@lewisener.gy.com 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. Sent: Monday, January 14, 2013 2:39 PM To: TPlttman@lewisenergy.com; mmartinez@johngrable.com Cc: sales@c-s-enterprise.com 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 30  EXHIBIT 30 TRI-BAR VALUATION OF Cj LIGHTING GEAR ... .....:1 _ Bob Camwath 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 Date: Wednesday, June 26, 2013 4:15 PM To: Daniel Boddie 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. 1 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! 2 EXHIBIT 58  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT 31  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: 'tony@weigandcmc.com'; 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: 'jgrable@johngrable.com' 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:jgrabJe@johngrable.com] Sent: Friday, November 02, 2012 08:27 PM To: Thomas Pittman ee: Rod Lewlsi Pamak Charkhchlj tony@weigandcmc.com j Matthew Martinez 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" 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: 'jgrable@johngrable.com' 1 From: Rod Lewis Sent: Friday, November 02, 2012 9:18 PM To: Thomas Pittman; John Grable; Craig Rosenstein Cc: 'tony@weigandcrnc.com'; 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: 'jgrable@johngrable.com' 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:jgrable@johngrable.com] Sent: Friday, November 02, 2012 08:27 PM To: Thomas Pittman Cc: Rod Lewis; Parnak Charkhchlj tony@weigandcmc.com ; Matthew Martinez ")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" 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: 'jgrable@johngrable.com' 1 To: John Grable Cc: Parnak Charkhchij 'tony@welgandcmc.com'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 i Thomas Plttmani Matthew Martinez 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 4  ·1 rrom: Thomas Pittman Sent: Saturday, November 03, 2012 9:59 PM To: Rod Lewis; 19rable@johngrable.coml Cc: Parnak Charkhchi; 'tony@weigsndcmc.com' 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: 'jgrabJe@johngrable.com' Cc: Parnak Charkhchlj 'tony@welgandcmc.com' 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:jgrable@Johngrable.com] sent: Saturday, November 03,201206:10 PM To: Rod Lewis Cc: Parnak Charkhchli tony@welgandcmc.com 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 1  From: John Grable Sent: Sunday, November 04, 2012 7:14 AM To: Rod lewis Cc: Pamak Charkhchi; tony@weigandcmc.com; Thomas Pittman Subjed: Re: Uvalde Hangar building delivery Rod 104 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" 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:jgrable@johngrable.com] Sent: Saturday, November 03, 2012 08:44 PM To: Rod Lewis Cc: Parnak Charkhchii tQny@wejgandcmc.com ; 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" 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 1  ROBERTSON ELECTRIC PLAINTIFF'S AND DEFENDANT'S EXHIBIT  EXHIBIT 32 NOV 26 - 28 2012 TRI-BAR EMAILS From: Thomas Pittman Sent: Monday, November 26, 2012 10:06 AM To: jgrable@johngrable.com' SUbject: Fw: uvalde hangar From: Tony Weigand [mallto:tony@welgandcmc.com] 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 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 www.iohngrable.com From: Tony Weigand rmallto:tooy@wejgandcmc.com] 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 00 26 Nov 2012, at 14:12, Rod lewis 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:jgrable@johngrable.cQrn] 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 3 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 Date: Man, November 26, 20124:26 pm To: Tony Weigand 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. 2 ;rom: John Grable 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 Date: November 28~ 2012,6:44:16 AM CST To: "tony@weigandc1l1c.com" 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, f1tony@weigandcmc.comll wrote: John, 1 From: John Grable Sent: Wednesday. November 28, 2012 6:38 PM To: Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc.com'; 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:Rod@lewisenergy.com] Sent: Wednesday, November 28, 2012 6:26 PM To: John Grable CC: Parnak Charkhchl; ltony@welgandcmc.com'; Thomas Pittman; Matthew Martinez Subject: Re: Re: Looks like they are making progress. Than~s for the pies ----- Original Message ~--- From: John Grable [mailto:jgrable@Johngrable.com) Sent: Wednesday, November 28, 2012 05:12 PM To: Rod lewis CC: Parnak Charkhchi; tony@weigandcmc.com ; Thomas Pittman; Matthew Martinez . 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, 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 1  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. 84  I, Wire needs to be demolished due to incorrect \ 85 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 34  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 2 . 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 2 12 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 $0.00 Page 1  iNVOICE If-- Locations to serve you: Alice, TX /I ".. . . . -iJ~ CRAWFORD L ELECTRIC SUPPLY 7390 NORTHCOURT RD Auslin, TX Bryan/College Slation, TX ...... ",., HOUSTON TX 77040-4379 Beaumont, TX Crawford Electric Supply 713-476.0788 Fax 713-263-1731 Conroe, TX Corpus Christi, TX Dallas, TX Fort Worth, TX Houston, TX CRAWFORD ELECTRIC SUPPLY Killeen, TX New Braunfels, TX P.O. BOX 847160 Mission, TX DALLAS TX 75284-7160 New Orleans, LA San Antonio, TX SOLD TO: 10901 ABO.374 EOOl5 10029 0569259224 P1220252 0002;0003 SHIPPED TO: 62970 1111111111111111111111"111111111"11'llm'I"IIIIIII,.II"11111 C12-124 LOS CERRITOS HANGER ROBERTSON ELECTRIC, INC. C/O ROBERTSON ELECTRIC, INC. 231 DERRICK DR C/O CRAWFORD ELECTRIC HUMBLE TX 77338-5033 7390 NORTHCOURT RD HOUSTON TX 77040-4379 "LOT BILLING SOD 846.76 ea 846.76 This Lot consists of: Type Description Ship Qly Q2C #31805683 DU321RB 6 DU322RB 2 8903LG60V02 1 THANK YOU FOR YOUR BUSINESS! SUBTOTAL 846.76 All payments are due by 11/25/12. S&HCHARGES SALES TAX 0.00 lmplete terms and conditions please visit .. dwww,cescoltcl comJCustomerslCESCQ Cre12231680001:0003 SHIPPED TO: 62970 11111111111111111111111111111111111 hlllllllllllllll'llfllll"II~!iii~l~~\fl;'~~\ t i;) fq 1tg,/ C12-124 LOS CERRITOS HANGER Ii . ROBERTSON ELECTRIC, INC. 231 DERRICK DR HUMBLE TX 77338-5033 \~·~"··"-:::I """q,.•,,"",",' CIO ROBERTSON ELECTRIC, INC. C/O CRAWFORD ELECTRIC 7390 NORTHCOURT RD HOUSTON TX n040-4379 ALOT BILLING COOPERLT 1 54.37 ea 54.37 This Lot consists of: Type Description Ship Qty COOPER LIGHTING QUOTE #331-40676-001 FB WN-228T5A-UNV-EBT1-U 1 THANK YOU FOR YOUR BUSINESS! SUBTOTAL 54.37 All payments are due by 11/25/12. S &HCHARGES SALES TAX 0.00 amplete terms and conditions please visit .• .••(lwww.cescoltd.com/CustomersICESCQ CredltAoohcatiQo 0209.Ddf TOTAL DUE 54.37 q$ 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. 231 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. 231 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. 231 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 993 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. 231 DERRICK DR HUMBLE TX 77338-5033 C/O CRAWFORD ELECTRIC 7390 NORTHCOURT RD LI c ~'\ I 1 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 231 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 :-:: 6 :::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 11 11111 1 JIIIIIIIIIIIII)IIIIIIIIIIIIII'lIlllIlhllllllllllll'.1III C12-124 LOS CERRITOS HAlNGER ROBERTSON ELECTRIC, INC. E~ 231 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. 231 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 Humble SOLD TO; 6850667 ROBERTSON ELECTRIC LLC 231 DERRICK DR HUMBLE TX 77338-5033 ... ;; • I.' ' •• 0 ADDITIONAL TERMS ON BACK 7 8 9 10 11 12 13 14 15 16._ 17 18 19 20 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 1 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 231 DERRICK DR HUMBLE TX 77338-5033 • ".:fI •• II IIl11 ADDITIONAL TERMS ON BACK 1 2 3 4 5 6 7 8 1 11 12 13 14 15 IF ,", 18 19 20 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

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 ~DEllSNd.: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 17 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'tOrice" 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$'9fthe .Whidi have :~~W~Qn ~:>~vemttir~lje.-~and ti~ha.~~~~ byW,th~~:~ll'Supersede th.e~etionC1lll:rtge Direciivll. NOT-VAUO tJNTlL SlGNEO BY' T.HEARCUITl:CT" CONrRACT.OR :AttO OWHSR:. hlm ~Atcl.!ifEd;.In¢. Sd«tSqildilW ~.fn¢, AR<;HlTS(IT (Firqt.~) P:'ONtRI.'i.CTOR.(flnn.ntime) .222 AilStin.H~. 17 &ertic:toop"Rd'. san Anmmtj TXm09 .' .. gnlitt(teJ, . BY(Sig~ DavkLL.. Mgrgao-- Ex~ vP DAtE DATE I#bo."'!meptm:iit.... -209~. <;OPl'fiOht-C l~ill; 1l1&7•.29QO l!!Ki2¢i IWille AmerJc,l!n~im.MQf ~>.AIj ~his..es,.lVe4. WARN~G: TI\I$ 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 - .... ,(1766262561) ;i DEFENDANT'S IZ (jfrom: John Maywald . 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 17 Scenic Loop Rd. Boerne, TX 78006 jmavwald@sbsworld.net (830) 981-5937 Phone / Fax (830) 981-5308 Corporate Fax ;;t DEFENDANrS I EXM.IBIT Lf  -AlA: Doc.ument G702™ - 1992 \ 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:TPittman@lewisenergy.com] 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" 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· 1 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! 2  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: dmorgan@sbsworld.net 1 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 To: Thomas Pittman 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 wrote: Nothing to worry about my friend Thomas L. Pittman Director of Construction, Lewis Energy Grp. tpittman@lewisenergy.com 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 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" 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. tpittman@lewisenergy.com 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 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. tpittman@lewisenergy.com 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 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 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. tpittman@lewisenergy.com 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" 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 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. tpittman@lewisenergy.com 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" 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" 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. tpittman@lewisenergy.com 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" 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" 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. tpittman@lewisenergy.com 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" 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 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. tpittman@lewisenergy.com 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 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 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. tpittman@lewisenergy.com 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" 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. 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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 June 26, 2013 2:54 PM To: Daniel Boddie 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 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" 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~~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 ( ,: tpittman@lewisenergy.com 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 17 Scenic Loop Rd. Boerne, TX 78006 jmaywald@sbsworld.net (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. 3 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: . 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. 3 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 1 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 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 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 > > > > > > > > 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> > 2 SBS 199B ARCHITECTS - INC March 15, 2013 Jack Green Setect Buitding Systems, Inc. 17 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 'TPittman@lewisenergy.com' 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" To: "Steve Schiffman" Subject: FW: Ready PIes BEFORE WE POURED. Jack R Green LEED Green Associate Project ManagerlBusiness Development SBS Construction and Development 17 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." To: "John Grable" ,johnlZTable.com> Subject: Re: Fwd: Ready Eveything looks nice and clean!!! Victor M. De Anda Jr., P.E. Synergy Structural Engineering, Inc. 901 Victoria Sl. Suite "C" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908 From: John Grable To: PE VICTOR M. DE ANDA Jr. 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 2  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" To: Thomas Pittman 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" 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" wrote: I wanted you to see this John Grable FAIA www.johngrable.com Begin forwarded message: From: John Grable Date: March 19, 2013, 8:23:21 PM CDT To: Rod Lewis 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 \ ' '--~/  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 17 Scenic Loop Road Boerne, TX 78006 Email: dmorgan@sbsworld.net Ph: 830-981-5946 Fx: 830-981-5308 ~ JDEFENDANT'S EXHIBIT 1 SBS 0275 adl ~ :st~s  /IOAVIT' 2013001290 15 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~. . . .' - •••• - .., ••. -_••.". 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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.. 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Rt>l:'th..,.~ OOl:1\Gr ot •the No~f:!\Wellt ,-/e at fl'd~ 8l1tV~~ 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 101 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 17 Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax Jerrod Robertson [mailto:jrobertson@relecttx.com] Sent: Monday, January 14, 2013 11:49 AM To: Jack Green Cc: vrobertson@relecttx.com 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 231 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. 2  Jack Green I--~fom: Thomas Pittman [TPittman@lewisenergy.com] 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. tpittman@lewisenergy.com 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~ 1  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" 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: dmorgan@sbsworld.net 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 17 Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax From: Jerrod Robertson [mailto:jrobertson@relecttx.com] Sent: Monday, January 14, 2013 11:49 AM To: Jack Green Cc: vrobertson@relecttx.com ~ DEFENDANT'S = EXHIBIT 1 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 231 Derrick Dr. Humble, TX 77338 Office: 281-441-1304 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 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. 2 Matthew Martinez To: Jack Green 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: MMARTINEZ@JOHNGRABLE.cO~1 P: 210·820·3332 EX. 3S W: WlhW.lOHNGRAIllLCOM ~ DEFENDANT'S I : EXHIBIT ~a From: Kyle Kieke Sent: Monday, December 3,20125:25 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 eMU out here and he's going to need it. Thanks, Kyle Kieke Project Superintendent NSTRUCTION kkieke@sbsworld.net c: 830-388-9267 ii· DEFENDANT'S " EXHIBIT • dCf  Thomas Pittman # November 26,2012 6:59 PM To: John Grable , Rod Lewis Cc: Parnak Charkhchi , tony@weigandcmc.com , Matthew Martinez , Bob Cardin 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:jgrable@johngrable.com] Sent: Monday, November 26, 2012 06:50 PM To : Rod Lewis Cc: Parnak Charkhchi; Tony Weigand ; Thomas Pittman; Matthew Martinez ; 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:Rod@lewisenergy.com] 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:jgrable@johngrable.com] 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 /~ Sent: Tuesday, December 4,2012 12:17 PM ( ) To: Matthew Martinez 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 kkieke@sbsworld.net Matthew Martinez 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 [kkieke@sbsworld.net] 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 kkieke@sbsworld.net c: 830-388-9267 Matthew Martinez To: Kyle Kieke Cc: John Grable RE: Los Cerritos Hanger RFI 1 5 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 18209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 3S W: WVvW.JOHNGRABLE.COM From: Kyle Kieke [mailto:kkieke@sbsworld.net] 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 kkieke@sbsworld.net 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/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 Sent: Monday, March 26, 2012 3:22 PM To: 'Jack Green' Cc: John Grable Subject: FW: Fan Layout Recommendation Information HERES A NUMBER FOR THE FAN ... '"c· MATTHEW M. MARTINEZ, ASSOC. AlA 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Jeff Proctor [mailto:jproctor@bigassfans.com] 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: jproctor@bigassfans.com 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:mmartinez@johngrable.com] 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Jeff Proctor [mailto:jproctor@bigassfans.com] 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: jproctor@bigassfans.com 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:mmartinez@johngrable.com] sent: Friday, March 23, 2012 3:31 PM To: Jeff Proctor Cc: John Grable; 'jgreen@sbsworld.net' 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Jeff Proctor [mailto:jproctor@bigassfans.com] 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: jproctor@bigassfans.com 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 # December 10, 2012 10:26 AM To: Matthew Martinez , John Grable Cc: Jack Green 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 kkieke@sbsworld.net C: 830-388-9267 F: 830~981-5303 From: Victor M. De Anda Jr. [mailto:victor@synergy-se.com] 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. 901 Victoria St. Suite lie II Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908 ----"._--- From: Kyle Kieke To: Victor M. De Anda Jr. 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  kkieke@sbsworld.net c: 830-388-9267 From: Victor M. De Anda Jr. [ mailto:vidor@synergy-se.com] 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 To: victor@synergy-se.com  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 (') kkieke@sbsworld.net '-._~~-' C: 830-388-9267 Those Matthew Martinez To: Kyle Kieke Cc: John Grable (No Subject) 18 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. December 12, 2012 11 :25 AM To: Kyle Kieke , John Grable Cc: Jack Green 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. 901 Victoria S1. Suite "C" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908 From: Kyle Kieke To: Victor M De Anda Jr Cc: Jack Green 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 (  Victor M. De Anda Jr. December 12, 2012 11 :27 AM To: Kyle Kieke Cc: John Grable 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. 901 Victoria St. Suite "e" Laredo, TJC. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908 ( ~ .... From: Kyle Kieke To:. Victor M De Anda Jr ; Matthew Martinez Cc: Jack Green 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 kldeke@sbsworld.net c: 830-388-9267 F: 830-981-5303 Kyle Kieke # December 13,2012 10:26 AM To: Matthew Martinez Cc: Jack Green , John Grable 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 From: Matthew Martinez [mailto:mmartinez@johngrable.com] 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 38 S'BS  4 II THK. VENEER @ INFILL WALLS BETWEEN RIGID FRAME BAYS 12 11 MILL BLOCK @ FIRST CORBELL! BUTRESS BASE @ EACH RIGID FRAME BAY 8 II MILL BLOCK @ SECOND CORBELL OF BUTRESS 4 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 24 II LENGTHS AND 12 11,8 ",6",4 II HEIGHTS 3: TEXAS CREME -- 20% OF SURFACE AREA 24 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: MMARTINEZ@JOHNGRABLE.COM 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:kkieke@sbsworld.net] 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 Kyle Kieke # December 19, 2012 10:28 AM To: Matthew Martinez , John Grable Cc: Jack Green 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 To: John Grable , Kyle Kieke 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:image003.jpg@01CDE51C.317309401 www.johngrable.com From: Kyle Kieke [mailto:kkieke@sbsworld.net] Sent: Wednesday, December 26,20128:40 AM To: tpittman@lewisenergy.com; John Grable; Matthew Martinez Cc: Steve Schiffman; Jack Green Subject: Los Cerritos Weekly Report - 23 Dec Thanks, Kyle Kieke Project Superintendent SBS Construction kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 ~ 'DEFENDANT'S = EXHIBIT 14fJ "S S II: Kyle Kieke # January 23, 2013 11 :18 AM To: Matthew Martinez , John Grable 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 kkieke@sbsworld.net 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 (tpittman@lewisenergy.com) Cc: Jack Green; Bill Leonard Subject: meeting notes - site meeting with Rod Lewis Thanks, Kyle Kieke Project Superintendent SSS Construction kkieke@sbsworid.net 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 17 Scenic Loop Rd, Boerne, TX 78006 Kyle Kieke January 23,2013 2:40 PM John Grable , Matthew Martinez Cc: Jack Green 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 kkieke@sbsworld.net John Grable To: Thomas Pittman , Rod Lewis Cc: tony@weigandcmc.com , Parnak Charkhchi , Monica Rokohl 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:TPittman@lewisenergy.com] Sent: Wednesday, January 23, 2013 11 :36 AM To: Rod Lewis Cc: tony@weigandcmc.com; 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" 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: 'tony@weigandcmc.com'; 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. > tpittman@lewisenergy.com > 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" 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 January 24, 2013 7:46 AM To: texmax52@yahoo.com , Ross Compton , 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 (~': Rod Lewis # January 29, 2013 9:42 PM To: John Grable Cc: Parnak Charkhchi , Thomas Pittman , Tony Weigand , Matthew Martinez 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:jgrable@johngrable.com] sent: Tuesday, January 29, 2013 08:07 PM To : Rod Lewis Cc : Parnak Charkhchi; Thomas Pittman; Tony Weigand; Matthew Martinez 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 Sent: Thursday, January 31, 2013 10:43 AM To: Matthew Martinez Cc: Jack Green 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 From: Matthew Martinez [mailto:mmartinez@johngrable.com] 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Kyle Kieke [mailto:kkieke@sbsworld.net] 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303  Matthew Martinez Sent: Thursday, January 31, 2013 10:08 AM //~ . )0: 'Kyle Kieke' Cc: John Grable ; Xavier Cantu 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Kyle Kieke [mailto:kkieke@sbsworld.net] 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 From: Xavier Cantu [mailto:xcantu@johngrable.com] 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 222 AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: XCANTU@JOHNGRABLE.COM P: 210-820-3332 EX. 34 W: WWW.JOHNGRABLE.COM I I \.J Kyle Kieke # January 31,2013 2:33 PM To: 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 kkieke@sbsworld.net 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 10 820 :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" 6 ~ '"~ 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' ~ >-~ ~ ~ ~~ !,!!~ ;l ::Cw ~ ~2'- 1-0 w ".. ~z ~ ".. - ~ « 0- 0:: :2 CJ 0 z () J: :f (f) () 0 ~ 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 # February 1, 2013 9:55 AM To: Bob Carnwath , texmax52@yahoo.com 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 kkieke@sbsworld.net 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 0 ~ . a: " &' February 4, 2013 8:56 AM To: Steve Schiffman , tpittman@lewisenergy.com , John Grable , Matthew Martinez Cc: Jack Green Los Cerritos Weekly Report - 03 Feb 1 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 1378 Los C . 3.dQC C1Z...KID Kyle Kieke February 4, 2013 9:55 AM To: Matthew Martinez , John Grable Cc: Jack Green , tpittman@lewisenergy.com 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 Matthew Martinez To: Kyle Kieke Cc: Thomas Pittman , John Grable RE: Los Cerritos Weekly Report - 03 Feb 3 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:kkieke@sbsworld.net] sent: Monday, February 04,2013 8:56 AM To: Steve Schiffman; tpittman@lewisenergy.com; 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 M Il.EVISIatS:  A600 !II Kyle Kieke &' January 29, 2013 9:05 PM To: tpittman@lewisenergy.com , John Grable , Matthew Martinez Cc: Jack Green 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 From: Kyle Kieke Sent: Wednesday, January 30, 2013 1:59 PM To: Victor M. De Anda Jr. ; John Grable Cc: Matthew Martinez ; Jack Green 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 kkieke@sbsworld.net 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 TRI-BAR RANCH COMPANY ~t~~~~~s S.~~g;;;'ii·~ ~ liilll! LOS CERRITOS HANGAR 3: 0 UVALDE, TX ~ 222 AUSTIN HIGHWAY SAN ANTONIO, TEXAS 78209 0 10 820 3332 F 210 820 3334 WJOHNGRABLE.C From: Jack Green Sent: Monday, November 12, 2012 5:31 PM To: Matthew Martinez Cc: Jack Green ; John Grable ; Tom Pittman 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" 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 MATTHEW M. MARTINEZ, ASSOC. AlA 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 w: WWVV.JOHNGRABLE.COM RE (65).msg From: Steve Schiffman Sent: Wednesday, November 14,20127:00 PM To: John Grable ; Torn Pittman Cc: Matthew Martinez ; Jack Green ; Dave Morgan ; erickk@sbslp.com; Bill Leonard ; Randy Ferrell ; Fred Koetting 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 17 Scenic Loop Road Boerne, Texas 78006 Office: 830-981-5929 Fax: 830-981-5308 Direct Line: 830-981-5945 Cell: 210--379-7708 Email: sschiffman@sbsworld.net On Nov 13, 2012, at 4:59 PM, "John Grable" 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  www.johngrable.com  From: John Grable Sent: Monday, November 26,20127:02 PM To: Thomas Pittman ; Rod Lewis Cc: Pamak Charkhchi ; 'tony@weigandcmc.com'; Matthew Martinez ; Bob Cardin 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:TPittman@lewisenergy.com] sent: Monday, November 26, 2012 6:59 PM To: John Grable; Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc.com'; 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:jgrable@johngrable.com] sent: Monday, November 26,201206:50 PM To: Rod Lewis Cc: Parnak Charkhchi; Tony Weigand ; Thomas Pittman; Matthew Martinez ; 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 1 www.johngrable.com From: Rod Lewis [mailto:Rod@lewisenergy.com] 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:jgrable@johngrable.com] 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 Sent: Monday, December 3,2012 10:46 PM To: Rod Lewis tc: Pamak Charkhchi ; Tony Weigand ; tpittman@lewisenergy.com; Matthew Martinez ; bcardin@lewisenergy.com 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 ! 1 ( ! ,J • e::;. I I .. ',"'" '~" ..~ ,,. ..;.,:.,.. fHI " ," ;ir~, :'l j 1 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 Sent: Wednesday, January 23, 2013 9:20 AM To: John Grable Cc: Thomas Pittman 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM 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; tpittman@lewisenergy.com; Matthew Martinez; bcardin@lewisenergy.com 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 Sent: Wednesday, January 23, 2013 11 :27 AM To: Thomas Pittman Cc: 'tony@weigandcmc.com'; Parnak Charkhchi ; Monica Rokohl ; John Grable 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: 'tony@weigandcmc.com'; 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 tpittman@lewisenergy.com work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 On 1/23/13 10:26 AM, "Rod Lewis" 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 January 30, 2013 8:23 AM To: John Grable , Matthew Martinez Cc: Jack Green 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303  From: John Grable Sent: Wednesday, January 30, 2013 11:33 AM To: Rod Lewis ; Tom Pittman 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. JOHN GRABLE JOHN GRABLE fArA www.johngrable.com From: Kyle Kieke [mailto:kkieke@sbsworld.net] 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303  From: Jack Green Sent: Tuesday, October 23,20126:45 PM To: Thomas Pittman ; John Grable 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 17 Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax From: Jack Green Sent: Tuesday, October 23,20126:45 PM To: Thomas Pittman ; John Grable 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 17 Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax From: Garrett Glass Sent: Friday, November 2,2012 10:28 PM To: Rod Lewis Cc: Thomas Pittman ; John Grable ; Craig Rosenstein ; tony@weigandcmc.com; Parnak Charkhchi ; Tony Trevino Subject: Re: Uvalde Hangar building delivery 10-4 On Nov 2,2012, at 9:17 PM, "Rod Lewis" 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: 'jgrable@johngrable.com' ; 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:jgrable@johngrable.com] Sent: Friday, November 02, 201208:27 PM To: Thomas Pittman Cc: Rod Lewis; Parnak Charkhchi; tony@weigandcmc.com ; Matthew Martinez 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" 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: 'jgrable@johngrable.com' Cc: Parnak Charkhchi; 'tony@weigandcmc.com' ; Thomas Pittman; 'mmartinez@johngrable.com' < mmartinez@johngrable.com> 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:jgrable@johngrable.com] Sent: Friday, November 02,201205:33 PM To: Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc.com' ; Thomas Pittman; 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 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 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 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 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 Date: Wednesday, June 5, 2013 4:46 PM To: Daniel Boddie 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" Date: June 5,2013,4:44:26 PM CDT To: 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 2  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 360 Block 8" x 8" X 16" Block 8" x 8" x 16" (90/pallet)(I6 pallets) 1.23 442.80T 4 Pallet Fee-Customer Pallet Fee-Customer 12.00 48.00T 1 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 16 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 To: 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:TPittman@lewisenergy.com] 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. tplttman@lewisenergy.com work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 From: Tony Weigand Sent: Sunday, November 4,2012 1:32 AM To: Thomas Pittman Cc: Rod Lewis ; John Grable ; Pamak 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 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: 'jgrable@johngrable.com' Cc: Parnak Charkhchi; 'tony@weigandcmc.com' ; 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:jgrable@johngrable.com] Sent: Saturday, November 03,201206:10 PM To: Rod Lewis Cc: Parnak Charkhchi; tony@weigandcmc.com ; 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" 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:jgrable@johngrable.com] Sent: Saturday, November 03, 201203:54 PM To: Rod Lewis Cc: Parnak Charkhchi; tony@weigandcmc.com ; 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" 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:jgrable@johngrable.com] sent: Saturday, November 03,201203:10 PM To: Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc.com' ; 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 www.johngrable.com From: Rod Lewis [mailto:Rod@lewisenergy.com] sent: Saturday, November 03,2012 1:19 PM To: John Grable Cc: Parnak Charkhchi; 'tony@weigandcmc.com'; 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:jgrable@johngrable.com] sent: Saturday, November 03,201201:14 PM To: Rod Lewis Cc: Parnak Charkhchi; tony@weigandcmc.com ; Thomas Pittman; Matthew Martinez ; 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" 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:jgrable@johngrable.com] Sent: Saturday, November 03, 2012 10:05 AM To: Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc,com' ; Thomas Pittman; Matthew Martinez ; 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 www.johngrable.com From: Rod Lewis [mailto:Rod@lewisenergy.com] Sent: Friday, November 02,2012 10:20 PM To: John Grable Cc: Parnak Charkhchi; 'tony@weigandcmc.com'; 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:jgrable@johngrable.com] Sent: Friday, November 02, 2012 08:08 PM To: Rod Lewis Cc: Parnak Charkhchi; tony@weigandcmc.com ; Thomas Pittman; Matthew Martinez 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" 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:jgrable@johngrable.com] Sent: Friday, November 02, 2012 05:33 PM To: Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc.com' ; Thomas Pittman; 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 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 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 Sent: Tuesday, January 22, 2013 11:59 AM To: Matthew Martinez ; John Grable 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 From: Faith Carosi [mailto:fcarosi@fsindustries.com] 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:kkieke@sbsworld.net] 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 From: Matthew Martinez [mailto:mmartinez@johngrable.com] 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTlNEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 3S W: WWW.JOHNGRABLE.COM From: Kyle Kieke [mailto:kkieke@sbsworld.net] 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 ke@sbsworld.net 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 (tpittman@lewisenergy.com); Jack Green Subject: Los Cerritos Hanger submittals Forgot transmittal letters and added some additional submittals as well. Thanks, Kyle Kieke Project Superintendent SBS Construction kkieke@sbsworld.net 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 0 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 3 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 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~ 3 r-~ 1 A LLJ A TOP OF LADDER B L3 B +11 5 12 3/8 12 3/8 5 3-J~'-'-' + ~-';}8- [ 4 ~L...-:"V\ 1 3/16" ~l ~ from back of chan. 11 from back of chan. ~ N-;--~ 14 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 10 %" 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 _ 130 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 1 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 4 1/2 ~~ 36 (LAGS NOT PROVIDED) 130 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 Sent: Wednesday, January 30, 2013 1:59 PM To: Victor M. De Anda Jr. ; John Grable Cc: Matthew Martinez ; Jack Green 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 IMG_20130130_103059_744.jpg From: Kyle Kieke 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 From: Kyle Kieke Sent: Monday, February 4, 2013 8:56 AM To: Steve Schiffman ; tpittman@lewisenergy.com; John Grable ; Matthew Martinez Cc: Jack Green 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 kkieke@sbsworld.net c: 830-388-9267 F: 830-981-5303  From: Daniel Boddie 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 Date: Friday, June 7, 2013 2:27 PM To: Daniel Boddie 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. tpittman@lewisenergy.com work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 Weston Sharples Date: Fri, 7 Jun 2013 12:18:17 -0500 1 To: Tony Trevino Cc: Lewis Energy Group Lewis Energy Group 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 Sent: Wednesday, January 16,2013 5:57 PM To: Kyle Kieke Cc: John Grable 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 To: Victor M. De Anda Jr. 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 from: Thomas Pittman 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, 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 Jhomas Pittman March 4, 2013 5:50 PM 50: John Grable ERICKK@SBSLP.COM (No Subject) 2 MATfHEW t4, ~1ARTINEZ, ASSOC AlA 222 AUSTIN HWY, SA!~ :\NTONiO, TtXf~5 73209 Vi: WWW.JOHNc;RABLf.COM From: Erick Key Sent: Monday, February 25, 2013 9:51 AM To: Matthew Martinez 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:mmartinez@johngrable.com] 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 3S W: WWW.JOHNGRABLE.COM Erick Key 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 Sent: Tuesday, March 5, 2013 9:46 AM 'Erick Key' 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM Erick Key [mailto:ErickK@SBSLP.COM] 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 Sent: Wednesday, March 6, 2013 8:20 AM To: erickk@sbslp.com 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 Date: To: Matthew Martinez 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 (jgreen@sbsworld.net) Cc: Tom Pittman ; Stephen S. Schiffman (sschiffman@sbsworld.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. 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  Sent: Wednesday, March 6, 2013 3:39 PM To: 'Erick Key' 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 3S W: WWW.JOHNGRABLE.COM From: Erick Key [mailto:ErickK@SBSLP.COM] sent: Wednesday, March 06, 2013 3:36 PM To: Matthew Martinez Subject: 4:00 pm 4 0/ clock is good ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[]  Matthew Martinez Sent: Wednesday, March 6,2013 4:16 PM To: 'Erick Key' 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Erick Key [mailto:ErickK@SBSLP.COM] 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:mmartinez@johngrable.com] 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Erick Key fmailto:ErickK@SBSLP.COM] 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:mmartinez@johngrable.com] 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 3S W: WWW.JOHNGRABLE.COM From: Erick Key [mailto:ErickK@SBSLP.COM] sent: Wednesday, March 06, 2013 3:36 PM To: Matthew Martinez Subject: 4:00 pm 4 0' clock is good ERICK KEY SCHULTE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[]  From: Erick Key Sent: Thursday, March 7, 2013 4:48 PM . To: Matthew Martinez 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)/ 10 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 # 3 Matthew Martinez Erection Tolerances !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< 100 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_ 2 1000 Mfnimum clearance envelope dmax h ...J -2-+15i5'O 36th FL ...J SOOL 1 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 5 1ope 500 1 l :2m':; / =, rEstablished Column Line I ~ Between brace points (usually stories) Elev. Varies ~I I I 1 Slope 500'--....~ I I J...+..-_ Established Column linE I 1 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 Sent: Friday, March 8, 2013 10:27 AM To: 'Daniel Boddie' ; 'Thomas Pittman' Cc: John Grable <:jgrable@johngrable.com> 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM 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- :§ \ 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 1 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 16.3-53 500 +~~ 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 r'f"h 1 3 2 (FYDIBOHF23SPDLT)/cn=Recipients/ cn=mmartinez.johngrable.com_aa5dd8392> Erick Key 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:ErickK@SBSLP.COM] 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 To: Daniel Boddie Cc: Matthew Martinez 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" 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 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 Sent: Thursday, March 21, 2013 1:53 PM To: danielb@bodenllc.com 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 Date: 03/21/2013 13:48 (GMT-06:00) To: Matthew Martinez Subject: Re: LATERALL WALL GIRT UPDATE Did we ever get a final elevation on this? From: Matthew Martinez Date: Tuesday, February 26, 2013 11:27 AM To: Erick Key Cc: Daniel Boddie 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 222 AUSTIN HWY, SAN ANTONiO. TEXAS 78209 E: MMARTIN'EZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWWJOHNGRABLE.COM From: Erick Key [mailto:ErickK@SBSLP.COM] 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:mmartinez@johnqrable.com] 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 222 AUSTIN HWY. SAN ANTONIO, TEXAS 78209 E: MMARTINEZtiV.lOHNGRABLLCOM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLLCOM From: Xavier Cantu Sent: Tuesday, March 26, 2013 11 :02 AM To: ErickK@SBSLP.COM Cc: Matthew Martinez 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 222 AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: XCANTU@JOHNGRABLE.COM 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 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 SCHUljE BUILDING SYSTEMS 17600 BADTKE ROAD HOCKLEY, TX 77447 877-257-2534 Project[] From: Xavier Cantu [mailto:xcantu@johngrable.com] 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 222 AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: XCANTU@JOHNGRABLE.COM P: 210-820-3332 EX. 34 W: WWW.JOHNGRABLE.COM Matthew Martinez . Erick Key Daniel Boddie 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 4 o 4 Z « a: a: x W «I-_!;;: 3 COWl- lOCI) a:~~ ASI-5 SPANDREL BEAM ADJUSTMENT 1-::;0 2 1 SCALE: 3/8" = 1'-0" PROJECT ADDRESS CHECKED: MTE: 00-00-00 1 1 ASI-S A o E H  F G H 8 7 6 z>- 6 « 0.. ~ 5 o 5 o I o 4 z 4 « a: 3 a:xw 3 «1-1- - Sent: Thursday, March 28,2013 1:37 PM To: 'Daniel Boddie' 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM  From: Daniel Boddie Sent: Monday, April 1, 2013 11:08 AM To: Xavier Cantu Cc: Matthew Martinez 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 Date: Tuesday, March 26, 2013 3:01 PM To: Daniel Boddie Cc: Matthew Martinez 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 222 AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: XCANTU@JOHNGRABLECOM P: 210-820-3332 EX. 34 w: WWVV.JOHNGRABLE.COM From: Erick Key [mailto:ErickK@SBSLP.COM] 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:xcantu@johnqrable.com] 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 222 AUSTIN HWY #1, SAN ANTONIO, TEXAS 78209 E: XCANTU@JOHNGRABLECOM P: 210-820-3332 EX. 34 w: WII\I\N.JOHNGRABLE.COM \Erick Key # April 12, 2013 4:23 PM To: IIltpittman@lewisenergy.com lll Cc: IIDANIELB@BODENLLC.COM II 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 < ! 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 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 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 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 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 3 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 4 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 ....o1 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 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 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 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 wrote: Do we need any of this? It's out of spec anyway Thomas L. Pittman Director of Construction, Lewis Energy Grp. tpittman@lewisenergy.com work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 Begin forwarded message: From: Erick Key Date: April 15, 2013,11:31:29 AM COT To: 'Thomas Pittman' Cc: notes 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. 1 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:TPittman@lewisenergy.com] 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. tpittman@lewisenergy.com work: (210) 384-5892 cell: (210) 262-1686 10067 Jones Maltsberger San Antonio, Tx. 78216 From: Erick Key Date: Mon, 15 Apr 2013 13:47:59 +0000 To: Lewis Energy Group Lewis Energy Group Cc: notes 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 2  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! 3 . . 'Kyle Kieke &' December 13, 2012 2:40 PM fa: Matthew Martinez Cc: Jack Green 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 From: Matthew Martinez [mailto:mmartinez@johngrable.com] 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 Sent: Thursday, August 9,20126:33 PM To: Jack Green 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." To: "John Grable" Subject: Los Cerritos Ranch Hangar Field Report Victor M. De Anda Jr., P.E. Synergy Structural Engineering, Inc. 901 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. 901 Victoria St. Suite "C" Laredo, TX. 78040 (956) 753-5860 (fax) 753-6210 synergy@synergy-se.com 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 Sent: Saturday, August 18,20122:06 PM To: PE VICTOR M. DE ANDA Jr. ; Tom Pittman ; Matthew Martinez ; Jack Green 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." To: "John Grable" Subject: Re: Fwd: Ready Eveything looks nice and clean!!! Victor M. De Anda Jr., P.E. Synergy Structural Engineering, Inc. 901 Victoria St. Suite "C" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908 From: John Grable To: PE VICTOR M. DE ANDA Jr. 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" August 19, 2012 11 :00 AM ro: Thomas Pittman Cc: John Grable , jgreen@sbsworld.net 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" 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. > tpittman@lewisenergy.com > 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 # January 2, 2013 9:43 AM To: Steve Schiffman , Jack Green , tpittman@lewisenergy.com , John Grable Los Cerritos Weekly Report - week ending 121230 1 Attachment, 49 KB Thanks, Kyle Kieke Project Superintendent SBS Construction kkieke@sbsworld.net 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 40 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 Sent: Wednesday, November 28,20126:38 PM To: Rod Lewis Parnak Charkhchi ; 'tony@weigandcmc.com'; Thomas Pittman ; Matthew Martinez 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:Rod@lewisenergy.com] Sent: Wednesday, November 28,20126:26 PM To: John Grable Cc: Parnak Charkhchi; 'tony@weigandcmc.com'; Thomas Pittman; Matthew Martinez Subject: Re: Re: Looks like they are making progress. Thanks for the pics ----- Original Message ----- From: John Grable [mailto:jgrable@johngrable.com] Sent: Wednesday, November 28,201205:12 PM To: Rod Lewis Cc: Parnak Charkhchi; tony@weigandcmc.com ; Thomas Pittman; Matthew Martinez 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 1 From: Tony Weigand Sent: Sunday, November 4, 20127:38 AM To: Rod Lewis Cc: Thomas Pittman ; John Grable ; Pamak Charkhchi ; Tony Trevino Subject: Re: Uvalde Hangar building delivery Understood. I'll get to work on it. Tony On Nov 4,2012, at 5:51, Rod Lewis 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:tony@weigandcmc.com] Sent: Sunday, November 04, 2012 12:31 AM To: Thomas Pittman Cc: Rod Lewis; jgrable@johngrable.com ; 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 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: 'jgrable@johngrable.com' Cc: Parnak Charkhchi; 'tony@weigandcmc.com' ; 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:jgrable@johngrable.com] Sent: Saturday, November 03,201206:10 PM To: Rod Lewis Cc: Parnak Charkhchi; tony@weigandcmc.com ; 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" 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:jgrable@johngrable.com] Sent: Saturday, November 03, 2012 03:54 PM To: Rod Lewis Cc: Parnak Charkhchi; tony@weigandcmc.com ; 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" 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:jgrable@johngrable.com] Sent: Saturday, November 03,201203:10 PM To: Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc.com' ; 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 www.johngrable.com From: Rod Lewis [mailto:Rod@lewisenergy.com] Sent: Saturday, November 03,2012 1:19 PM To: John Grable Cc: Parnak Charkhchi; 'tony@weigandcmc.com'; 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:jgrable@johngrable.com] Sent: Saturday, November 03,201201:14 PM To: Rod Lewis Cc: Parnak Charkhchi; tony@weigandcmc.com ; Thomas Pittman; Matthew Martinez ; 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" 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:jgrable@johngrable.coml Sent: Saturday, November 03, 2012 10:05 AM To: Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc.com' ; Thomas Pittman; Matthew Martinez < mmartinez@johngrable.com>; 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 www.johngrable.com From: Rod Lewis [mailto: Rod@lewisenergy.com] Sent: Friday, November 02,2012 10:20 PM To: John Grable Cc: Parnak Charkhchi; 'tony@weigandcmc.com'; 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:jgrable@johngrable.com] Sent: Friday, November 02,201208:08 PM To: Rod Lewis Cc: Parnak Charkhchi; tony@weigandcmc.com ; Thomas Pittman; Matthew Martinez < mmartinez@johngrable.com> 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" 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:jgrable@johngrable.com] sent: Friday, November 02,2012 05:33 PM To: Rod Lewis Cc: Parnak Charkhchi; 'tony@weigandcmc.com' ; Thomas Pittman; 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 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 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, 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: Jennie Briggs Sent: Thursday, June 27, 2013 6:15 PM ...To: Javier Alonso ; Matthew Martinez 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 [jalonso@johngrable.com] 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLECOM P: 210-820-3332 EX. 35 W: WWW.JOHNGRABLE.COM From: Jennie Briggs [mailto:JBriggs@lewisenergy.com] 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:mmartinez@johngrable.com] 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 222 AUSTIN HVVY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM 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 '" February 28,2013 1:22 PM To: John Grable Cc: Jennie Briggs Fwd: Grable Letter to SBS - edited Sent from my iPhone Begin forwarded message: From: "Jennie Briggs II To: "Thomas Pittman 1I 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 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 Sent: Wednesday, April 17, 2013 9:18 PM To: 'Rod Lewis' Cc: 'Tony Weigand' ; Tom Pittman ; 'Parnak Charkhchi' ; MMartinez@johngrable.com 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 Sent: Tuesday, September 17,2013 9:02 AM To: John Grable Cc: Garrett Glass 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:jgrable@johngrable.com] 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) 301 - Persepective Views (Design Option 1) 302 - Persepective Views (Design Option 2) 303 - 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 Sent: Tuesday, April 2, 2013 2:08 PM To: 'Daniel Boddie' Subject: FW: Column plumb-Los Cerritos .lthis suffice? From: Victor M. De Anda Jr [mailto:victor@synergy-se.com] 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 Victor M. De Anda Jr 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:danielb@bodenllc.com] 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 Sent: Monday, May 13,2013 7:53 PM To: Daniel Boddie 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 Date: 0511312013 2:47 PM (GMT-06:00) To: Matthew Martinez Subject: Re: paint selections Do you have samples of the angelum and tri motor paneling? From: Matthew Martinez Date: Friday, May 10, 2013 11:26 AM To: Daniel Boddie 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 &' January 17, 2013 3:11 PM ········To: Kyle Kieke Cc: John Grable 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 To: Victor M. De Anda Jr 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 Sent: Thursday, July 26,20125:58 PM To: Jack Green Cc: John Grable ; Thomas Pittman 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: IMNW.JOHNGRABLE.COM From: Victor M. De Anda Jr. [mailto:victor@synergy-se.com] 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. 901 Victoria St. Suite "C" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908 ._-------~-~------_. ---_._---_._._-----------_.- From: Matthew Martinez ~ DEFENDANT'S To: Victor M. De Anda Jr. ! :i ; EXHIBIT 1/9 SI6S Cc: John Grable ; Jack Green 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 222 AUSTIN HWY, SAN ANTONIO, TEXAS 78209 E: MMARTINEZ@JOHNGRABLE.COM P: 210-820-3332 EX. 35 W: VVWW.JOHNGRABLE.COM From: Jack Green [mailto:jgreen@sbsworld.net] 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 17 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 (flllIlClt, We Ship To: LUIS MARTINEZ 1tal' 5llCd ----- ----- . 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", 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 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 2 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<: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.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 C1' , 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 10 X J~~x,93.S 46.2 '~5 ~8~~:F;:~:9 10.'0: .}/a~ ,",2.1.2 MAIN FRAME ELEVATJON: fRAME LINE 2 OATt 7 0 12 - llaCRl~n;Il4 ro:t PERWll. mROVAl IY 1tD  __ ~~~~======;=======r--~~~----_··_····_·_·_-_·_------_·_· ·_--.----~--,.,.."""'"""'......-~~~~~. I, ....41 1() ~ 1/2· 1I: U5 8 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"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 9 :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'" 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 1 itz::" •' S1U05--h '1' (BYOlttERSJ! '. " : ..... . .. ~ 5I'ANORfI. OWl ""~·I'\ V / \ \ \ I I I ii i . _05'-.. O.c. n...mG£ BRAe( 1 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-. 12 r-s SlD. GUTlIR EAVE-S1RUr ~ ~ '~" N01tIll '~" CUSTOi.IERPl.£Ast~~OEWAU.P,AHEl THIO:N£SS . SECTION"e" l.. __-", ".'·'.-·_ _l'-__-'... " 'IlUl-'~ 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-

: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 1@..1run -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 ""BlJscmt  "'' ' 'J:] flQ'l')fCGbm _ .. r ..!db rrr •. • TlW 1kb:-1} .Al1acll inpI '1/IIWlrW..".... _/i ..... Gt~-~ frtS, '}~~"")\'. (""'" J~lr_"lr"J \j-_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,~IIIo\l!Q!j .... _------_ MJlIJ>IIIC SIZe, (M, Cl T-,o. W... , t-l Ul. stl! _O/HG~ ~ .... -_ ..... - IJAI£_ ~ ~~", ·· -.. ~ AI/f' _ L IIC1U rtJ fUNS) -.....:__ :.':.:.-......... ::... .:"--...- _ _ _ _ .. _ , _ . - =: ..::::-:.:---=..:;:::;::;..-..:::=... t:.::::".."="" ~,;...... -.- _~ .. _ - . - no .... a.- _ ..... .,.. ____ .--,._...- ~- ·.. ~" ·· .,., -_. =::"'~-=.::..~=='~- ,.O:'L==~ .... _ _ (t) _ _ _ ...... «:1 ._-- - ----,- ~­ ~ =<.===--- -- ---------- "".......... me.. ..,ms ..... "" • ..... ~1A<::~=\EF' ~ 0 "" 0 1+, ILl ~ Ii 'f;:,...../... .. 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':::~.... - /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 1  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. 1 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;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 44 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 1 Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 2 Project Superintendent . 48,000.00 3 Project Management 10,000.00 1,156.23 1,156.23 11.56 115.62 4 Temporary Facilities/Equipment 9,000.00 5 Other General Conditions 3,000.00 6 Travel 12,000.00 115.23 115.23 0.96 11.52 7 General Liability Insurance 4,904.00 8 Builder's Risk Insurance 1,840.00 9 Casual Labor 1,00000 10 Final Cleaning 1,800.00 11 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 17 Concrete Staining 18,000.00 18 Masonry - CMU 51,000.00 19 Masonry - Stone 44,000.00 20 Misc Metals 1,000.00 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 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 34 Ceramic Tile 2,500.00 35 Carpet & Cove Base 5,000.00 36 Fire Extinguishers & Cabinets 1,000.00 37 Toilet Accessories 1,500.00 38 Metal Building & Hangar Doors 353,203.00 39 Stairs 6,000.00 40 Plumbing 54,750.00 19,000.00 19;000.00 34.70 1,900.00 41 HVAC 28,437.00 42 Big Ass Fans 15,600.00 43 Electrical . 128,800.00 19,180.00 19,180.00 14.89 1,918.00 44 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 17 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 851 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 . .• ·=.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 17 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 17 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: 17 Scenic Loop Rd Boerne, TX 78006 Period To:' 07/31/12 From: Robertson Electric, Inc: Via (Architect): Arch Project No: o 131 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 O! l1S001OO ·.'11~500 10 ,. t5,i 0 f15~ 3 OisttibulionIFeedElfs $13000 0: 0 0.00 () 0% 13000 0 4 UG SaO/ice Conduit $5.000 0.00 0.00 o 0% 5:000 0 5 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 ....: 9 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 29 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 2 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;,/: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 3  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'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 1 Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 2 Project Superintendent 48,000.00 3 Project Management 10,000.00 4,647.78 956.78 5,604.56 56.05 560.46 4 Temporary Facilities/Equipment 9,000.00 351.81 351.81 3.91 35.18 5 Other General Conditions 3,000.00 417.92 603.46 1,021.38 34.05 102.14 6 Travel 12,000.00 740.14 375.88 1,116.02 9.30 111.60 7 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 8 Builder's Risk Insurance 1,840.00 188.82 377.64 566.46 30.79 56.64 9 Casual Labor 1,000.00 10 Final Cleaning 1,800.00 11 Debris Removal 3,500.00 12 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: 14 15 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 (.-) 18 Masonry - CMU 51,000.00 19 Masonry - Stone 44,000.00 20 MiscMetals 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 24,000.00 981.18 981.18 4.09 98.12 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 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 34 Ceramic Tile 2,500.00 35 Carpet & Cove Base 5,000.00 36 Fire Extinguishers & Cabinets 1,000.00 37 Toilet Accessories 1,500.00 38 Metal Building & Hangar Doors 353,203.00 39 Stairs 6,000.00 40 Plumbing 54,750.00 19,000.00 19,000.00 34.70 1,900.00 41 HVAC 28,437.00 42 Big Ass Fans 15,600.00 43 Electrical 128,800.00 19,180.00 19,180.00 14.89 1,918.00 44 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 44 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 $222,480.61 19.60% SBS 0524 EXHIBIT 3 DEFENDANT1S EXHIBIT 4  (j, / , : AlA Document G702™ 1992 Application and Certificate for Payment TO OWNER: Tri-Bar Ranch Company, Ltd. PROJECT: Los C~jtQS Ha!lgCr APPLICATION NO: 004 Distribution to: 10101 Reunion Place, Ste 1000 County Road 410 PERIOD TO: October 31, 2012 OWNER: San Antonio, IX 18216 Uvalde, TX CONTRACT FOR: General Construction ARCHITECT: X FROM Select Building Systems, Inc. VIA John Grable Architects, Inc. CONTRACT DATE: May 03, 2012 CONTRACTOR: X CONTRACTOR: 11 Scenic Loop Rd. ARCHITECT: 222 Austin Hwy. PROJECT NOS: SSE-12-013/ / Boerne, TX 78006 San Antonio, TX 7&209 FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT The l.llldcrs!gne.dGontraCllprcel;tines t1lattoth~besloftbeContractor's knowledge,in(Qrmation and ileliefthe WQrkC4Vl1red by this ApJ?lieation fur faYJllenthas ~nCC)mplctedinaocordanc;e with the Application is made for payment, as shown below, in connection with the Contract. COntractPo(l\lInenlS.th~t81btmQ\IIll$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$lituIeol hCbf~ ~ rights res"rv~.WAANI~G;ihlsAlA"PotUm~nt Is ptQ...~.d by U.S. "."pyril!ht""'wancllnlducUon ordl.$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 el5; 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;{ 7 ,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>, .. 1 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 1 Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 2 Project Superintendent 48,000.00 3 Project Management 10,000.00 5.604.56 1,298.52 6,903.08 69.03 690.31 4 Temporary Facilities/Equipment 9,000.00 351.81 357.22 709.03 7.88 70.90 5 Other General Conditions 3,000.00 1,021.38 1,021.38 34.05 102.14 6 Travel 12,000.00 1,116.02 1,116.02 9.30 111.60 7 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 8 Builder's Risk Insurance 1.840.00 566.46 188.82 755.28 41.05 75.52 9 Casual Labor 1,000.00 10 Final Cleaning 1,800.00 11 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 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 24,000.00 981.18 981.18 4.09 98.12 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 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 34 Ceramic Tile 2,500.00 35 Carpet & Cove Base 5,000.00 36 Fire Extinguishers & Cabinets 1,000.00 37 Toilet Accessories 1,500.00 38 Metal Building & Hangar Doors 353,203.00 39 Stairs 6,000.00 40 Plumbing 54,750.00 19,000.00 1,800.00 20,800.00 37.99 2,080.00 41 HVAC 28,437.00 42 Big. Ass Fans 15,600.00 43 Electrical 128,800.00 19,180.00 19,180.00 14.89 1,918.00 44 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 44 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 5  (~ (\ \\ ! \ ) / ./ \..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...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~ :< ,:"'. 4 5 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~ 1 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 1 Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 2 Project Superintendent 48,000.00 716.38 716.38 1.49 71.64 3 Project Management 10,000.00 6,903.08 1,435.14 8,338.22 83.38 833.82 4 Temporary Facilities/Equipment 9,000.00 709.03 2,000.82 2,709.85 30.11 270.98 5 Other General Conditions 3,000.00 1,021.38 21.21 1,042.59 34.75 104.26 6 Travel 12,000.00 1,116.02 26.06 1,142.08 9.52 114.21 7 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 8 Builder's Risk Insurance 1,840.00 755.28 188.82 944.10 51.31 94.40 9 Casual Labor 1,000.00 10 Final Cleaning 1,800.00 11 Debris Removal 3,500.00 m 2,177.50 ·100.00 217.75 >< J: 12 13 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 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 24,000.00 981.18 981.18 4.09 98.12 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 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 34 Ceramic Tile 2,500.00 35 Carpet & Cove Base 5,000.00 36 Fire Extinguishers & Cabinets 1,000.00 37 Toilet Accessories 1,500.00 38 Metal Building & Hangar Doors 353;203:00 256,155.24 256,155.24 72.52 25,615.52 39 40 Stairs Plumbing 6,000.00 54,750.00 20,800.00 20,800.00 37.99 2,080.00 .. 41 HVAC 28,437.00 42 Big Ass Fans 15,600.00 43 Electrical 128,800.00 19,180.00 .18,880.00 38,060.00 29.55 3,806.00 44 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 01 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 44 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 6 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: 10 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..,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"""'-~"-" 1 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 1 Mobilization 2,000.00 2,000.00 2,000.00 100.00 200.00 2 Project Superintendent 48,000.00 716.38 4,536.73 5,253.11 10.94 525.31 3 Project Management 10,000.00 8,338.22 1,230.11 9,568.33 95.68 956.83 4 Temporary Facilities/Equipment 9,000.00 2,709.85 1,033.82 3,743.67 41.60 374.36 5 Other General Conditions 3,000.00 1,042.59 518.53 1,561.12 52.04 156.11 6 Travel 12,000.00 1,142.08 2,435.89 3,577.97 29.82 357.80 7 General Liability Insurance 4,904.00 4,904.00 4,904.00 100.00 490.40 8 Builder's Risk Insurance 1,840.00 944.10 188.82 1,132.92 61.57 113.28 9 Casual Labor 1,000.00 10 Final Cleaning 1,800.00 11 Debris Removal 3,500.00 750.00 750.00 21.43 75.00 217.75 ~ 12 Surveying & Staking 2,177.50 2,177.50 2,177.50 100.00 13 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 14 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) 17 Concrete Staining 18,000.00 18 Masonry - CMU 51,000.00 49,000.00 49,000.00 96.08 4,900.00 19 Masonry - Stone 44,000.00 20 Misc 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 24,000.00 981.18 981.18 4.09 98.12 25 Insulation & Fire Stopping 2,500.00 26 Caulking & Sealants 2,500.00 27 Metal Doors & Hardware 3,600.00 2,762.68 2,762.68 76.74 276.27 28 Storefront & Windows 4,520.00 1,019.00 1,019.00 22.54 101.90 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 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 34 Ceramic Tile 2,500.00 35 Carpet & Cove Base 5,000:00 36 Fire Extinguishers & Cabinets 1,000.00 37 Toilet Accessories 1,500.00 38 Metal Building & Hangar Doors 353,203.00 256,155.24 59,851.50 316,006.74 89.47 31,600.67 39 Stairs 6,000.00 40 Plumbing 54,750.00 20,800.00 20,800.00 37.99 2,080.00 41 HVAC 25,377.00 42 Big Ass Fans 18,660.00 43 Electrical 128,800.00 38,060.00 19,710.00 57,770.00 44.85 5,777.00 44 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$~i1.111 ..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:' 1 EXHIBIT 8 EXHIBIT 8 DEFENDANT1S EXHIBIT 9 ~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 50 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 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$l)()O;OO 1I.DO /IdA DocumehtQi~". ... l~¢o,,~iit@ 1963, 19S5, 1966, 1.li61,1970.1!l711•• 19B3 a.d 1992 by The I\lnerir;eIilriauMa:a:'~""''''''!Mlrlll~","IYlld.W~N"'G:~:AfA"~~~",p"'I.et.dliiu.,1l,. Copyright Law and ~nal T~ I,Jn"utl1omel'lJl!lPAldIlCllo"ol"~rlbutlon OfthIG,AI~· 'DJAel:lQgllmellt or,1I)' !",~OJJt,.may ",.BII.llI.II"",.ru1YIl. ..,nd. etlmIn". p~.'.'.''.'trS~.,.,!eennld WIll be~. . . tl> 2 I/Je maximum exlent posslble under thl law. This document was produced by AlA software aI16:1!5:a9 on 02I1812Oc13undel'0i'CIeI'Nl!;M77:160119_1"l1lcb~Cl"'t:!l!I17~3.lIl!lIl. noUor resafe. Uur Notes: (11~151:229a) ·v.· · · · · · · '.. . . . ' .. ',. . " •..... . A B c D (, E F G WORK COMPLETED ITEM. DESCRIPTION OF SCHEDULED FROM % BALANCETQ mAIlltA.<$ 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 % $0.00 3 ! .~ II .{ , (J i \,. . -----.." ~ ) ,  CONDmONAL WAIVER AND RELEASE ON FINAL PAYMENT Project: Los Ceo'itos Hangar COl!nty Road 4"l O· Uvalde, TX Job No. 12-10.. 1378 On receipt by the signer of this document of a check from Tri-Bar Ranch Company, Ltd. (maker ofoheck) in the sum of$ 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 10  Robertson Electric, inc. LETTER OF TRANSMITTAL 231 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 17 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. 231 Derrick Dr. Humble, TX 77338 (281) 441-1304 (281) 441-1342 SOLD TO: Project Info: SSS Construction Inc. Los Cerritos Hanger 17 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 17 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 231 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 1 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 4 UG SeIViceConduit $5000 (roo 0.00 o 00/0 6000 0 5 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 7 Branch COndYiLalidWife " ,$37:000 -0.00 11100:00 11100 30% 25900 1110 8 • Terrloorarv Power $2500 1.250 50% (250 125 9 ' 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 29 '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 11  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 ~00 2.5(1) 100% o 250 $1000 0.00 o.ao o 0% 1 oDe o 10 Demobil;zina $6.000 6000.00 0.00 (WOO 100% o 600 11 $0 0:00 0.00 . o 0'* o 29 TOTAL $128.800 ~~ 9~r250.0~ (1.00 0.00 95.250 14% 3:f55Q 9,1>25 Robertson Electric, Inc. Date 21612013 DEFENDANT1S EXHIBIT 14 . ·n I \ SUBCONTRACT 12-10-1378 #2315 Between SELECT BUILDING SYSTEMS, INC. ("Contractor") dba SBS CONSTRUCTION . And SELECT MANAG?:MENT SYSTEMS, INC. ("Subcontractor") This Subcontract agreement is made as ofthe 30th day of October , 2012 , by and between Select Building Systems, Inc., located.at 17 Scenic Loop Road. Boemery TX 78006 ("Contractor") and Select Management Systems; Inc., P,O~ Box-7819Z9. SanAntonig, IX 78278 ("Subcontractor") as follows: . WHEREAS: 1.01. The Contractor has or fs ~bout Wenter into a contract with Tn-Bar Ranch Company, Ltd., 10101 Reunion Place. Ste, 1000. San Antonio. TX 78216 ("Owner"); 1.02 The Contractor has agreed to perfonn certain labor and furnish certain material for the erection, construction and completion of: Los Cerritos Hanger. County Road 410. Uvalde. TX78801 (Legal Description o / y attached hereto as Exhibit "A") (the ''Project''); 1.03 The Project is to be cons1:rqcted and completed as per the plans and specifications prepared by . John Grable Architects. 222 Austin Hwy,. San Antonio. TX 78209 (the "Architect"); ~,04 , the Contractor and Subcontractor desire to contract with reference to part ofllie Proj~ct upon the followmg tenns and conditions: . .... ARTICLE 2 - ~COPE OF WORK 2.01 - Subcontractor shall furnish and pay for all necessary labor, materials, equipment, superviSion, use fees, permits, licenses, insurance and sales taxes and perform, in and on the Project, iIi a good and workmanlike manner, and in strict compliance with all of the Contract Documents and all additions, amendments and deletions thereto, all ofthe work necessary for the satisfactory completion ofthe part ofthe Project described below: . Provide a1l1al>or, tooI$, 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!Uilltllinifed 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.~'anaJ: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¢b.@.g~\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_ __'_ 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§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 _ _....".... ..,.-._---:. , 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 17  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 10 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 18 .  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••: T20 1 01735 Wrong closure and tape seal used at ridge. 16 EXHIBIT 20 TR 01736 Gap due to wrong closure used will allow water to enter. 17 T20  l Drawings specify eave plate hould be u ed atthi condition in lieu of roof clip. 18 EXHIBIT 20 TR 01738 Roof sheets not aligned and no trim or gutt rs. Drawings 19 EX T20  ) rim missing, roof sheet cut and bent over rake. 20 EXHIBIT 20 TR 01740 No trim or gutter present, roof sheet bent up and over rake. 21 E) iT" 20  22 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. 23 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. 24 EXHIBIT 20 Roof lope change at front end wall due to shortening of pocket doors. 25 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 . 26 EXHIBIT 20 TR 01746 Roof dip approximately 4' at frond end wall due to improper field modification of pocket door frame. 27 E) 'jT 20 EXHIBIT 20 Laser indicated LIpper door track OLlt of alignment LIp to I Y2 '. 29 T20 EXHIBIT 20 TR 01750 T20 Purlin stitch bolts missing and loose throughout the project. ee example above. 32 EXHIBIT 20 TR 01752 Purlins not attached, no purlin stitch bolt present, appear additional purlin is missing. 33 E) T20 Door stop angles not welded to track crewed on appear out of light gauge material. 34 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. 35 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. 36 EXHIBIT 20 TR 01756 olullln at pocket door wa added n t at til t P b It mi 37 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'. 38 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 . 42 EXHIBIT 20 TR 01762 E" 'T20 Bolts missing/loose at hangar door, X-Bracing also missing. 44 EXHIBIT 20 TR 01764 Bolts missing/loose at hangar door, X-Bracing also mis ing. 45 E' T20 q 01765 Bolt missing/loo e on hangar door concrete should have been poured prior to in tailing. 46 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. 47 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. 49 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. 50 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. 52 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. 54 EXHIBIT 20  Incorrect type of steel framing. The Architectural drawings show a layout that does not match the way this work is. 55 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. 56 EXHIBIT 20 TR 01776 Spacing of the purlins installed not per the architectural drawings. Installed at 2' DC not 16". 57 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. 60 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. 62 EXHIBIT 20 TR 01782 o J , EXHIBIT 20 o E2 T20 l 01785 65 EXHIBIT 20  67 1 01787  ) EXHIBIT 20 o  \ EXHIBIT 20 o  \ Note eMU 72 EXHIBIT 20 Architectural drawings show at 9'2", 73 ]_0'793 Slab depression measurement. Architectural drawings show 9'_2 JJ • l. -"·W~'C' .~. , ...! ',', , ," .\t'r:- ...r~:' I '. ',.: - '" ,:.' ' , .,.,... .... ~. ~ I, o4' ., ··f },I " , '.:;,' ..... ,' /' • .; . 74 .... -_. ~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. 81 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. 84 EXHIBIT 20 TR 01804  85 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. 6 EXHIBIT 20 TR 01806 DEFENDANT1S EXHIBIT 21 - Los Ce i 0 a ga Co rect·v ct·on J nnlfer SWisher 10/18/2013 L G Olp EXHIBIT 21  2 EXHIBIT 21 ) Ell  4 EXHIBIT 21  5 () EY J21 1_°'697  6 EXHIBIT 21  7 u E) P1 ,-! 01699  8 EXHIBIT 21  9 E)' r 21  10 EXHIBIT 21  11 u EY r 21  12 EXHIBIT 21  13 EY J21  14 EXHIBIT 21  15 u E~ 21  16 EXHIBIT 21  17 EY T 21  18 EXHIBIT 21  19 () E) T 21  20 EXHIBIT 21  .'. 21 u E\ J21 )_01713  22 EXHIBIT 21  23 EY T21 )  , 24 EXHIBIT 21  7 25 T 21 27 DEFENDANT1S EXHIBIT 22 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 29 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 23  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 tj2ittman@lewisenergy.com -LEG Matt Martinez rDmClrtjll~~@JQhngr9l:>,-~.,corn -JGA John Grable jgr,ap.le@lQDDgrCl.l?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 24 DEFENDANT1S EXHIBIT 25 m >< I BLDG. SECTION·SHORT OJ -i tv 01 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· 26  "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 ~ 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 27 ~ 0 © :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 01 8-6 @~I~~,~AL STUD NON-BEARING WAll. ELEVATION CD~I~AL.~ALS1UDT01RACKATTOPORBTMOFWAll. ®~I~~~ALSTUDATCONCRETESLABONGRADB 8-7 ~QRADB BEAMATSPRBAPJ:QQTJNQ DEFENDANT1S EXHIBIT 28  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 6 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 29  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 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 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-rtlSe: 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:.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 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~~lolr""'d ,- :t Thlll:cl~rl'Klf'JUhlc\ut1l/'S,,~.or~lnwtnIdlnthell9 c~l.. lUll' for th.lntp«:tlo!'l Of .,..;t"; ~tllo ~ acma. 3, T~l' l>l. c ~ lhlt fot ~tit en)' ~ to u-. g-QlO~ ell 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.y~ MtlKl 00 tM ~ Mt In eoro~.M 1M ,........ ornI '~WMIIlU of u.. l<)T!ol«,l\m.rUPI $"W(;;lVl\l'VOJtDratt.....,~_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~Ulctmd~ .• ''*l109 ~_··mallIflxtWw·c:ndlb; WOYl'XlWlMJ;l ~ rnooubehlAt hQ o«mm~t to monIIfod.urw ~y ~ ~J' lMt CG"l be Th!lIl TIM ~ U\lhtw1t lllId ~bol of dl.lo.! 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 50 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 2 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<.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 :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 1 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 >, 1 ' 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 17 ,-, £-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 '< ,/ 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 2 FOR - tDOlIP_ .~4. n m EXHIBIT 30  1D155\'JD2 rn 71' IllS. 1J8J5 EXHIBIT 30  In! T Oi. ,-""'" (BY OTlOS) _t"=(_~ ,,_..1 II. 0 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 ,.- 10 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 915 10)( 5/16· 10 x 5/10" x :!M.e l< 18 ; ~: ~ ~}1~2 6 - 2X2XI!8 • ,'h- " ~ 1 " 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 , , 6 6 2 A325 2 >325 51.:: i· 3j4• 10 x 1/2" X 93.5 51'-' 2 .". 2" 8xl/2:x2OO,6 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 6 1/.4" x 195.4 It 6 x 5/W x 203.2- 6 )( 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£ 0 ~'-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" ~ 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';" ,.~ 12 2'-3' ~ ~ ~ "1-1 ·biS 1• ,. • o SECTION T SECTION "0" ENDWALIL ELEVATlON: FRAME LINE 2 ~~~...:='~ NO. A 7 Col.'lE 2 - ~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- 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( 12 - 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/dbbtQINCA 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 " .,.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£ 702 - CIOCflIf'1lOH Fm PENTa: N'ffU1V11. " '" !§BS ecHUL.Te BUU.....J:::)tN SYSTEMS l7eOO~ ~.»u~iS1~7 '»I; U\~11U EXHIBIT 30 DEFENDANT1S EXHIBIT 31 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 [jgrable@johngrable.com] 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" 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 17 Scenic Loop Road Boeme, Texas 78006 210.379.7708 On Sep 18,2012, at 11:07 PM, "John Grable" 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 Date: September] 8,20126:25:58 PM CDT To: John Grable 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. tpittman@lewisenergy.com 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 Ugrable@johngrable.comj 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 Date: October 19, 2012, 7:21:58 PM CDT To: John Grable Cc: Thomas Pittman , Parnak Charkhchi , IIItony@weigandcmc.com'" 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:jgrable@johngrable.com) 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 33  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 < :c 23 -2'.,f P"""""finllll1ltalltUe to toilel rooms 1wk Tus6/19/12 MOn 6125112 .. 41 Clean masonry Clean tollel room 1110 1 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 25 days 3 wI<> 1 wk - -WMikr- Wc 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 1 wk 2 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 ~< I 23 24 Purlonn flllar :;~e grading ElCl..1 building batter boards lind layout bUilding 2 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 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 34  From: ~. 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 17 Scenic Loop Rd Boerne, TX 78006 '10-789-1898 cell 630-981-5308 fax 1 EXHIBIT 34 DEFENDANT1S . EXHIBIT 35  IratkName Singl~ StOfy tt3ftQ4f (1UOO) squme ft 51." Thu4l2/J{l~ Finish W'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" 14 15 ..,I B AnchQr belt sUfvev/as-built Submh ShQP drawings illld ior,g ioild :tOlTel· 51orefront 2"" Thu ij/2al 12 ihutee! 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 Page 1 MiloS'lone • ::::: Progress :l::'lIi:!!II:;O,:,jH:Ili1:h,:hll:I':"" Project Summe 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 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 36  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 222 Austin Highway #1 Tel: 210.822.3332 San Antonio TX, 78209 Fax: 210.822.3334 EXHIBIT 36 DEFENDANT1S EXHIBIT 37 From: John Grable 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 38  From: John Grable Sent: Friday, November 02, 2012 5:34 PM To: Rod Lewis Cc: PCharkhchi@lewisenergy.com; 'tony@weigandcmc.com'; tpittman@lewisenergy.com; 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 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" 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" 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 ~1,\'lTIIE\\' ~l. ~IAltTINEZ, ASSOC. AJA 222 AUSTIN HIVY. SAN ANTONIO. TEXAS 78209 E: MMARTlNEl1ii'lOIlNGRJ\ ULE.COM P: 210-820-3332 EX. 3, \1'; WWW IOHNGRARI ECO,,! EXHIBIT 39 DEFENDANT1S EXHIBIT ·40 From: Thomas Pittman 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. tpittman@lewisenergy.com 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 41 .  Page 1 of3 From: John Grable Ugrable@johngrable.com] 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 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" 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 www.johngrable.com SBS 0693 file://Z:\Los Ceritos\Grable memos\gRAble.htm 9/16/2013 EXHIBIT 41 DEFENDANT1S EXHIBIT 42 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; 'erickk@sbslp.com'; 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: sschiffman@sbsworld.net On Nov 13, 2012, at 4:59 PM, "John Grable" 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 www.johngrable.com 2 SBS 1888 EXHIBIT 42 DEFENDANT1S EXHIBIT· 43 ;rom: John Grable 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 Date: November 28, 2012, 6:44: 16 AM CST To: "tolly@weigandcmc.com" 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, "tony@weigandclllc.com" wrote: John, 1 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 Date: Mon, November 26,20124:26 pm To: Tony Weigand 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. 2 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 www.;ohngrable.com From: Tony Weigand [mallto:tony@weigandcmc.com] 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 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:jgrable@johngrable.com] 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 3 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 4 EXHIBIT 43  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 5 EXHIBIT 43 EXHIBIT 43 DEFENDANT1S EXHIBIT· 44 from: C & S Enterprise, Inc. Sent: Monday, January 14, 2013 2:39 PM To: TPittman@lewisenergy.com; mmartinez@johngrable.com Cc: sales@c-s-enterprise.com 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, 155 Remount - San Antonio, TX 78218 • (210) 590·6629 sales@C-s-enlerprlse.com -liCit SEC21085 '1,..Jr.tdtJoJ~tTml""put~oflwW....,jf\jttjth:~,.o.".UIS1 ....."lrtT.OUU (JOO) JqJ- To: Victor M. De Anda Jr 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 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. tpittman@lewisenergy.com 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 47  From: John Grable Sent: Wednesday, January 30, 2013 11:33 AM To: Rod Lewis; Tom Pittman 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:kkleke@sbsworld.netJ 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 kkieke@sbsworld.net C: 830-388-9267 F: 830-981-5303 2 EXHIBIT 47 DEFENDANT1S ·EXHIBIT 48  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 49 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 17 Scenic Loop Rd. Boerne, TX 78006 jmaywald@sbsworld.net (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" 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 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, 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 EXHIBIT 50 DEFENDANT1S . EXHIBIT 51 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 Date: March 1, 2013, 5:55:33 PM CST To: "Jack Green Ggreen@sbsworld.net)" Cc: "Tom Pittman " , "Stephen S. Schiffman (sschiffman@sbsworld.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 1 SBS 1948 EXHIBIT 51 m >< :::I: OJ -I C1I ...... SBS 1949 SBS 1950 m x::I: iii =i CJ1 ..... (j) OJ (j) ..... (0 01 ..... m >< ::I: co -I 01 ~ SBS 1952  Missing Beam, previously i6~tal\ed, q;lmaged roof, n installed . .. W.I *~~ .~. J "reS' ._'.~. "'" SBS 1953 m >< ::r::: lD -I 01 -"" SBS 1954 SBS 1955 m X I to =i 01 ..... 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 01 ~ 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 01 ~ 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 52 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" To: "Dave Morgan" 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 > Date: March I, 2013, 5:55:33 PM CST > To: "Jack Green (jgreen@sbsworld.net)" > Cc: "Tom Pittman " , "Stephen S. Schiffman (sschiffman@sbsworld.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 > > 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 Date: March 5,2013, 12:53:43 PM CST To: Jgreen@sbsworld.net 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. 333 VV. Cevallos San Antonio, Texas 78204 Phone: 210-655-5858 Fax: 210-655-6433 1 SBS 1981 EXHIBIT 52 DEFENDANT1S EXHIBIT , 53  1rom: Matthew Martinez ! 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:danielb@bodenllc.com] 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 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 MATTHEW 1"1. MARTINEZ. ASSOC AlA 222 !\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:danielb@bodenllc.com] Sent: Tuesday, March 05, 2013 9:42 PM To: Matthew Martinez Subject: Footings field measurements Sorry this took so long...Busy Day... 1 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 2 EXHIBIT 53 DEFENDANT'S EXHIBIT· 54  Matthew Martinez < mmartinez@johngrable.com> '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 1 EXHIBIT 54 EXHIBIT 54 EXHIBIT 54 EXHIBIT 54 DEFENDANT1S EXHIBIT , 55  ''''Im: Matthew Martinez < mmartinez@johngrable.com> )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 222 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 11 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 j: John Grable ; Victor M De Anda Jr Cc: Daniel Boddie 1 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 222 AUSTIN HWY. SAN ANTONfO. TEXAS 78209 E: MMArnlNEZ@)JOHNGRABLE.CQM P: 210-820-3332 EX. 35 W: WWWJOHNGRABLECOM From: Daniel Boddie [mailto:danielb@bodenllc.com] Sent: Wednesday, March 13, 2013 9:53 AM To: Matthew Martinez Subject: Pictures 2 EXHIBIT 55 EXHIBIT 55  9 EXHIBIT 55 EXHIBIT 55  01 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 13 EXHIBIT 55 DEFENDANT1S EXHIBIT 56 m X :r: OJ -I 01 (J') SBS 0590 SBS 0592 m X ::r: OJ -I 01 c» m >< I CD -I CJ1 en SBS 0596 m >< ::I: OJ --I 01 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 57 From: Daniel Boddie 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 Cell I 11550 I.H. 10 West, Suite 395A San Antonio, TX 78230 On 5/16/13 3:32 PM, "Jeff Holt" 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: jeff@holtsmechanical.com >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: thomaso@mechreps.com [mailto:thomaso@mechreps.com] >Sent: Friday, May 10, 2013 10:08 AM >To: Jeff Holt >Subject: sidewall fans > >see attached 1 EXHIBIT 57 DEFENDANT'S EXHIBIT 58 ""c:.' ...... _ ")m: Bob Carnwath 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 155 Remount San Antonio, TX 78218 bob@c-s-enterprise.coml 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:danielb@bodenllc.com] Sent: Wednesday, June 26, 2013 04:54 PM To: Jennifer Swisher ; 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 Date: Wednesday, June 26,2013 4:15 PM To: Daniel Boddie 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. 1 EXHIBIT 58 Thanks, Levvis EnerQv GI/CUD' ..lI;,..,lor' .l. Jennifer Swisher, Construction Coordinator 10067 Jones Maltsberger, San Antonio, Tx, 78216 Email: jswisher@lewisenergy.com Phone: (210) 384-5036 Cell: (210) 240-2677 From: Daniel Boddie [maifto:danielb@bodenllc.com] 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! 2 EXHIBIT58 DEFENDANT'S EXHIBIT 59  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: 616 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 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 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 11 /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 61  From: John Grable Sent: . Wednesday, June 20, 2012 10:22 AM To: Jack Green Cc: tpittman@lewisenergy.com; 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 222 iWMm mo':! 1ft S p .2 W.B20.3332 1 2l\}'82D.3334 www.johngrable.com ( From: Victor M. De Anda Jr. [mailto:victor@synergy-se.com] 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. 901 Victoria St. Suite "e" Laredo, TX. 78040 0: 956-753-5860 F: 956-753-6210 M: 956-237-7908 1 EXHIBIT 61 From: John Grable To: Victor M. De Anda Jr. 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:jgreen@sbsworld.netl 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 17 Scenic Loop Rd Boerne, TX 78006 210-789-1898 cell 830-981-5308 fax 2 EXHIBIT 61  SYNERGY STRUCTURAL ENGINEERING, INC. 901 Victoria 5t Suite "C· Laredo, TX. 78040 (956) 753-5860 (fax) 753-6210 synergy@synergy-se.com 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-12-013 222 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 2 3 4 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: 222 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 ... ~ 4 12 #6 6-00 801 17 1-00 5-00 TOP HOOK BARS x 3. 2 6 #6 14-04 602 4 3-00 2-10 2-08 2-10 3-00 12-08 2-00 2-00 TOP BARS :!2) 2 6 #6 16-04 603 3~ 2-10 4-08 2·10 3-00 14-08 2-00 2-00 BOTTBARS #2 #8 CUSTOMER: ACE CONCRETE SHIP: #3 • 2553 #9 JOB: ROD LEWIS LOS CERRITOS HA #4 #10 LOCATION: JOB NO: ST247-01 #5 • 1794 #11 DR: DATE: 06-15-2012 #6: 9636 OTHER CITY: REVISED: #7 SHEET = 13983 PO/JOB NO: REF. SH: RP-l LOJlD= 48014 raND. SHEETf OF5 ( \ EXHIBIT 61  Schneider Steel REBAR CUT SHEET AND SHIPPING LIST ."lEO QTY BARS SZ LNGTH MARK TYP A B C D E FIR G 0 H K ~~- .. _- ~- ~ 6, #3 9-11 303 --- T1 -04 -072 4-00 -072 4·00 -04 TIES ( "'@I"SLOPE'" \ :fB x 4 2' 16 #6 #6 6-<)0 13-10 601 604 17 4. 1-00 3-00 ' 5-00 2-07 2-08 2-07 3-00 TOP HOOK BARS TOPSARS 12-04 1-10 1-10 ~ 2 8 #6 15-10 605 4 3-00 2-07 4-08 2-07 3-00 14-04 1-10 1-10 BOITBARS -- ~'_2: 8 113 9-07 304 Tt -04 -072 3-10 -<)72 3-10 -04 TIES BEAM CORNERS :0) 4 104 #6 6-00 606 17 :J.jJ{) 3-00 CORNERS MAS DWLS@ 32" OC :::LU 165 165 #5 4-06 MAS DWLS TRENCH DRAIN MK TDI (64lF) "" .... ..... ............,.. ,. .............. ' ' PLEASE VERIFY IF DRAIN IS 15' DEEP .~ . . . . '.-.' .' ..... • '-'" 'II.';'. ' ... ", It . . . ' •• • ' • • ~" 13 #4 40-00 7CONT x I 66 65 #4 i 4-06 401 510 1-06 1-10 ~-05 VERTS@12' x1 130 130 #5 4-00 501 17 1-00 3-00 SLAB OWLS @ 12" EF #2 f#J CUSTOMER: ACE CONCRETE SHIP: #3 51 #9 JOB: ROD LEWIS LOS CERRITOS HA #4 #5 550 IHO #11 LOCATION: JOB NO: ST247·01 1316 DR: DATE: 06-15-2012 #6 1437 OTHER CITY: REVISED: #7 SHEET = 3354 Po/JOB NO: REF. SH: RP-1 WAD = 4Ba14 TELNQ SHEE120F5 ( ~ EXHIBIT 61  Schneider Steel REBAR CUT SHEET AND SHIPPING LIST REO OTY BARS S2 LNGTH MARK A B C o E FIR G o H K TRENCH DRAIN MK TD2 (78 LF) PLEASE VERIFY IF DRAIN IS 13" DEEP 151 #4 ' 4(}-00 7CONT 79 #4 4-04 402 S10 1-qOJEC~ ~~OliC~JFRA, ..·(' ....'-'."CE WTH'::ONliU.C'- [l()(;\JUENT,s CCN~ "A(.:-':':'"-'~ L;. ....,< ' .... IS.: • ', .. ·:O.... H~ ...I...G ....ND COAREL4TlNQ D-"~ ..;,,- ",,'..... .it!::,,·. ~•• ')>Jlrl'AT'ON ~jCI"I PERT~S TO ''''~I,,;:j' :, .... f./a )~ '~)N!'i"'qUCTION TCC......lQuI.:S ~l) ; CQ :;"'C ,p,j,-' 1·.), ' ; ,V;'- ... -~ .... ~ fj;lAf., t:ttECKING Of ':It' OP~wV'!>.,.' "t, :)('"i" ~hIE\lE CONTR:"C1C)R Of Rl.S .. :-,~s;n;,;n ~::.•• V£. ..'I .. TJO.... F~O"" ~::;"OLl".E"'; "''''OR E,,"OOSOO a-- 1»In: '"1L P~rJ"ct.... ~ ~Ol""'-) C-AAlJ~1:(? U>i.. «I.>. iU.'I:>l~ (),-l cr..fL !lilt... ~ tl.1/(' to Jfk.. h Ol..f 'fW' 0 y OM\.J~ . FOUNDATION PLAN FOR REBAR PLACEMENT NOT IFOR CONSTRUCTION f.tj....j-:_:_.N_:_:l~_:~_O:_:_;;_:_OO-iSCHN EIDE ~ :1I61&BWIIJ 7iES t;:o- --ljr. ii~~ ~~;,. '"'deV''' f~­ I~I Ii IWGEMBlERROAD SAN ANTONIU. "11. ItIZl" JOB NAME CUS lO""fH LOS CERRITOS HANGER ACI:i CONCRETE !::>--' TEEL JOaNO 5T2047 TYP BEAM SECTIO~ TYP BEAM SECTION J DETAILS Of DETAllER fOUNDATION SS DATE tJ/13i12 DEFENDANT1S EXHIBIT 62 .  = From: Jennie Briggs Sent: Thursday, July 11, 2013 2:31 PM Subject: Los Cerritos Hangar: Robertson 'Lectric Attachments: Los Cerritos Hangar - Robertson Electric Lien Adjustment.pdf Thanks! 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! EXHIBIT 62 los Cerritos Hangar: Robertson Electnc EXHIBIT 62 DEFENDANT1S EXHIBIT 63 .  WEEKL Y REPORT PROJECT # 1378 SBS Construction a 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: 6/10/2012 Submitted By: Jack Green Date Submitted: 6/8/2012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: N/A Total Rain Days: 0 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week Ordered survey company to set bench mark and buildinQ corners on existinQ pad. Turned in submittals for approval on the following; slab reinforcing, concrete mix design, trench drains electrical fixtures, plumbing fixtures, mechanical equipment, macro fans. Work to be Completed Next Week Conduct survey (BldQ corners and ff elevation), submit septic system requirements, test pad. Begin working with power company to Qet power/transformer to the site. Subcontractor Problems N/A Outstanding Issues Need final plans to finish submittals. ) EXHIBIT I~  WEEKL Y REPORT PROJECT # 1378 SBS Construction a PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.O. Box 780849 Charkhchi Email San Antonio Texas 78278 l Distribution John Grable, Matt Martinez Steve Schiffman, Jack Green Contract Status Report for the Week Ending: 6/17/2012 Submitted By: Jack Green Date Submitted: 6/8/2012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: N/A Total Rain Days: 0 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week Met onsite with Medina Co-Op, will have proposal for power service on Monday or Tuesday. Transformer can be set in about 4 weeks. KFW Surveyinq set buildinq corners with off sets, benchmark, etc. Submitting electrical switchqear and rebar shop drawinqs. Work to be Completed Next Week Continue with submittal process. Subcontractor Problems N/A Outstanding Issues N/A SBS 1406  WEEKL Y REPORT PROJECT # 1378 SBS Construction PROJECT: Los Cerritos Hangar ill P.O. Box 780849 San Antonio, Texas 78278 Email Distribution Rod Lewis, Thomas Pittman, Parnak Charkhchi John Grable, Matt Martinez Steve Schiffman, Jack Green Contract Status Report for the Week Ending: 6/24/2012 Submitted By: Jack Green Date Submitted: 6/22/2012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: N/A Total Rain Days: 0 Pending Contract Amount: $1,271,208.00 ( Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week Released Concrete Contractor. Received rebar shop drawing approval. Submittal turned in for electrical switchQear, rebar shop drawings. Work to be Completed Next Week Set batter boards, set forms, start to trench beams. Subcontractor Problems N/A Outstanding Issues Uvalde Concrete has no fly ash available. Need plumbing submittal approval/comments (trench drains) TR 00153 DEFENDANT1S EXHIBIT 64  WEEKL YREPORT PROJECT # 1378 SBS Construction PROJECT: Los Cerritos Hangar WI P.O. Box 780849 San Antonio, Texas 78278 Email Distribution Rod Lewis, Thomas Pittman, Parnak Charkhchi John Grable, Matt Martinez Steve Schiffman, Jack Green Contract Status Report for the Week Ending: 07/02/2012 Submitted By: Jack Green Date Submitted: 612212012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: N/A Total Rain Days: 0 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week Forms set, begin beam excavation. Work to be Completed Next Week Continue with form work, start plumber??? On schedule to receive anchor bolt pattern next week. Looking to have complete PEMB package for approval by 7-20. Subcontractor Problems N/A Outstanding Issues Still pending submittals on plumbing, electrical fixtures, mix design. Need plumbing as soon as possible, Specifically trench drains. EXHIBIT Jf&(,4I  WEEKL Y REPORT PROJECT # 1378 SBS Construction PROJECT: Los Cerritos Hangar ir:ll P.O. Box 780849 San Antonio, Texas 78278 Email Distribution Rod Lewis, Thomas Pittman, Parnak Charkhchi John Grable, Matt Martinez Steve Schiffman, Jack Green Contract Status Report for the Week Ending: 07/08/2012 Submitted By: Jack Green Date Submitted: 6/22/2012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: N/A Total Rain Days: 0 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week Continue forms, form complete by Saturday on slab. Received final structural drawinQs on Tuesday (7/3/2012) Received plumbinq submittals last Friday (6/29/2012) Work to be Completed Next Week Beqin plumbinq rouqh in (slab) beqin electrical rouqh ( slab) Subcontractor Problems N/A Outstanding Issues SBS 1409  WEEKL Y REPORT PROJECT # 1378 SBS Construction PROJECT: Los Cerritos Hangar I. P.O. Box 780849 San Antonio, Texas 78278 Email Distribution Rod Lewis, Thomas Pittman, Parnak Charkhchi John Grable, Matt Martinez Steve Schiffman, Jack Green Contract Status Report for the Week Ending: 07/15/2012 Submitted By: Jack Green Date Submitted: 7/13/2012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: N/A Total Rain Days: 0 Pending Contract Amount: $1,271,208.00 ( Rain Days This Week: a Additional Time Required: 0 Work Completed This Week Forms Completed, Plumber was delaved due to rain, will be on site Mondav Work to be Completed Next Week Continue plumbing, begin rebar install. Subcontractor Problems N/A Outstanding Issues  WEEKL Y REPORT PROJECT # 1378 SBS Construction PROJECT: Los Cerritos Hangar i=il P.O. Box 780849 San Antonio, Texas 78278 Email Distribution Rod Lewis, Thomas Pittman, Parnak Charkhchi John Grable, Matt Martinez Steve Schiffman, Jack Green Contract Status Report for the Week Ending: 07/22/2012 Submitted By: Jack Green Date Submitted: 712312012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: N/A Total Rain Days: 0 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week Plumbinq underqround rouqhed in. Work to be Completed Next Week Backfill, compact, install rebar. Subcontractor Problems N/A Outstanding Issues Shop drawings for PEMB due this week. SBS 1410  WEEKL Y REPORT PROJECT # 1378 '.- SBS Construction PROJECT: Los Cerritos Hangar • P.O. Box 780849 San Antonio, Texas 78278 Email Distribution Rod Lewis, Thomas Pittman, Parnak Charkhchi John Grable, Matt Martinez Steve Schiffman, Jack Green Contract Status Report for the Week Ending: 07/29/2012 Submitted By: Jack Green Date Submitted: 7/27/2012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 start Date: 05/3112012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: N/A Total Rain Days: 0 Pending Contract Amount: $1,271,208,00 Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week Plumbing underground complete and tested, backfilled. Vapor barrier, installed, rebar is being installed PEMB shop drawings have been submitted, received approval from structural, Architectural approval/comments expected bv end of day. Work to be Completed Next Week Electrical rough in, in slab. Set anchor bolts, prep for pour. Shooting to pour the week of August 6 tn • Subcontractor Problems N/A Outstanding Issues DEFENDANT1S EXHIBIT 65  WEEKL Y REPORT PROJECT # 1378 a SBS Construction 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: 08112/2012 Submitted By: Jack Green Date Submitted: 8/11/2012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: N/A Total Rain Days: 0 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week All rebar set and inspected, forms and block outs complete. Work to be Completed Next Week Set anchors, set slab drop for bathroom/office. Prep for pour Subcontractor Problems N/A Outstanding Issues WorkinQ with Uvalde Concrete to Qet a firm pour date. EXHIBIT Im~15 DEFENDANT1S EXHIBIT 66  WEEKL Y REPORT PROJECT # 1378 SBS Construction PROJECT: Los Cerritos Hangar if:! P.O. Box 780849 San Antonio, Texas 78278 Email Distribution Rod Lewis, Thomas Pittman, Parnak Charkhchi John Grable, Matt Martinez Steve Schiffman, Jack Green Contract Status Report for the Week Ending: 09/09/2012 Submitted By: Jack Green Date Submitted: 91712012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: $27,544.32 Total Rain Days: 0 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week Window pricinq complete. Mock ups are complete at qlacier caps yard. Building set for delivery week of October 1S , trying to get this moved up, will have an update Monday. 9/10/2012 Work to be Completed Next Week Prep for paving, end of the week. Project issues Grable is setting a meeting with plyboo rep to discuss fading issues. Water pressure might be an issue in servicing the new buildinq, need to discuss with Tom. Outstanding Issues Utility fees to Medina Coop still need to be paid. Need approval on mock ups to release material. EXHIBIT I 1& "'''' SBS 1413  WEEKL Y REPORT PROJECT # 1378 SBS Construction PROJECT: Los Cerritos Hangar Rod Lewis, Thomas Pittman, Parnak P.O. Box 780849 If=- San Antonio, Texas 78278 Email Distribution Charkhchi John Grable, Matt Martinez Steve Schiffman, Jack Green Contract Status Report for the Week Ending: 09/30/2012 Submitted By: Jack Green Date Submitted: 9128/2012 Contract Date: 05/31/2012 Original Contract Amount: $1,226,074.00 Start Date: 05/31/2012 Approved Change: $44,604.00 Contract Time: 173 days Current Contract Amount: $1,271,208.00 Estimated Completion Date: 12/31/2012 Pending Changes: $27,544.32 Total Rain Days: 6 Pending Contract Amount: $1,271,208.00 Rain Days This Week: 0 Additional Time Required: 0 Work Completed This Week Septic System installed and complete, Rebar for concrete pavinQ set. BuildinQ set for Delivery the week of October 15m. Work to be Completed Next Week Pour maybe? Provide metal samples for cladding revision request. Project issues Uvalde Concrete is tryinq to set us up for end of next week or beQinninQ of the foliowinQ week for concrete. Need to know about windows, and wood supplier information. Outstanding Issues Utility fees to Medina Coop still need to be paid- Was working with Jennie Briggs at Glacier cap regarding this issue earlier in the week. Need approval on mock ups to release material. SBS 1414 DEFENDANT'S EXHIBIT 67 .  WEEKL Y REPORT PROJECT # 1378 SBSConstruction a 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: 11/4/2012 Submitted By: Jack Green Date Submitted: 11/5/2012 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 pavinQ and septic system installed week ending 9/30/2012 Received first load of steel for project, more loads to follow next week as steel. Deliver of more equipment and material in preparation for steel delivery. Work to be Completed Next Week Begin steel erection, deliver remainder of buildinQ on Wed and Thursday. Project issues Change Order # One was submitted on July 7,2012 still have not received siQned 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 workinQ with concrete contractor to negotiate cod/ pour date. EXHIBIT liBtI' SBS 1417 DEFENDANT1S EXHIBIT 68  SBSCONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. , 1378 ARCHITECT PROJECT NO. . ... DAILY REPORT NO. 1 DAY: Tuesday DATE: 111/20/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM , SUNNY X SUNNY CLOUDY .' CLOUDY .. RAIN "." RAIN TEMP LOW·'" 52 P TEMP LOW FO TEMP HIGH 80 p" I TEMP HIGH FO .. ,. ,. '.,.,',,' WORKFORCE , " .··,··.CLASSIFICATION MEN • HOURS DESCRIPTION '." PROJECT MANAGER SUPERINTENDENT 1 8 SMS 5 10 Purlins substantially complete ( ' .... ,. '., .,' , .. ,.' ,EQUIPMENT "",", . , , """" DESCRIPTION . •. ,. '. , , DESCRIPTION """ ...",.,. "".' " ,NUMBER ..;, ., NUMBER Skytrak '" 1 Generator 1 ",.... INSPECTIONS I TESTING! VISITORS , Tom Pittman - Glacier Cap Construction - Site visit ...'. " '.,.', "',,' ,.> ' WORKDESCRIPTION SUMMARY , Toilet serviced Dumpster service by City ofUvalde ONLY - will have answer regarding service availability by Tues. 01 Dec SUPERINTENDENT I Kyle Kieke DATE: I 11/20/2012 EXHIBIT 1 I T&IPfb SBS 15 16  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 1 DAY: Wedensday DATE: \11/21/2012 CONTRACT DAYS REMAINING DAYS WEATHER , TIME AM TIME PM SUNNY ',' X SUNNY CLOUDY CLOUDY , RAIN RAIN " TEMP LOW , 57 FO TEMP LOW FO TEMP HIGH ',,', """ "'<, • CLASSIFICATION ,. .,,", 80 FO , WORKFORCE TEMP HIGH DESCRIPTION FO , MEN HOURS , PROJECT MANAGER SUPERINTENDENT 1 5 SMS 3 5 Re-tap wind bent bolts, Line 6 spandrel braces , ) . EQUIPMENT '. '.. ' •• DESCRIPTION NUMBER .. ' DESCRIPTION ',' NUMBER Skytrak 1 Generator 1 .,. INSPECTIONS j TESTlNGj VISITORS , Cit;y of Uvalde - Trash Collection - site visit to determine feasabilit;y of dumpster service •« ., . WORK DESCRIPTION SUMMARY No work allowed through Thanksgiving weekend per Tom Pittman, will resume work Monday 26 Nov Cit;y ofUvalde will provide dumpster service starting Monday 26 Nov, still need to determine additional cost due for mileage I SUPERINTENDENT/ Kyle Kieke DATE: I 11/21/2012 10f 1 SBS 1517  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS,PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 3 DAY: Wedensday DATE: 111/26/2012 CONTRACT DAYS REMAINING DAYS I·."" WEATHER TIME " AM TIME PM . .. SUNNY" X ". SUNNY CLOUDY CLOUDY RAIN.,. .. RAIN TEMP LOW 59 FO .' TEMP LOW . . FO TEMP HIGH'" ..•...• 75 FO TEMP HIGH FO .. :. .... " ...... .. ". '. ",.' . WORKFORCE •..•. .'.... " ,.' .. ".'. " , ·····CLASSIFICATION MEN " HOURS .. • DESCRIPTION ... PROJECT MANAGER SUPERINTENDENT 1 7 SMS 3 9 Install north/south eave purlins \ ! .. ' ... .. EQUIPMENT . .. . . . . • . DESCRIPTION NUMBER •... '.' NUMBER '. DESCRIPTION Skytrak 1 Generator 1 .... INSPECTIONS / TESTING/ VISITORS . ,. .....,.!. WORK DESCRIPTION SUMMARY .... ". : . Dumpster delivered - additional one-time set up fee of$150, total set-up fee and first dumpster's rent - $750 SUPERINTENDENT I Kyle Kieke DATE: I 11/26/2012 10f 1 SBS 1518  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBSPROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 4 DAY: Tuesday DATE: 111/27/2012 CONTRACT DAYS REMAINING DAYS ".' WEATHER TIME ," AM TIME PM SUNNY X SUNNY ' CLOUDY CLOUDY RAIN .... RAIN TEMP LOW 49 FO TEMP LOW FO .,. TEMP HIGH '. 70 FO TEMP HIGH FO ' ........ "."" .. " ....... .. WORK FORCE, ,'",'., ',. . . ,....' CLASSIFICATION MEN '. HOURS .•. ....,. " • DESCRIPTION PROJECT MANAGER SUPERINTENDENT 1 8 SMS 5 9 Install purlin straps ". EQUIPMENT ,"',. DESCRIPTION NUMBER .. I'.'" DESCRIPTION . .,., .,. NUMBER Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 . " , ...... . INSPECTIONS / TESTING/ VISITORS . Lingo - Ranch Foreman Monica Rokohl- Ranch Manager - will check to see ifwe can work this weekend .' .. .' ," .... " ," ," High morning winds forced temporay work stoppage, resumed as normal after lunch WORK DESCRIPTION SUMMARY '. " SMS wil/ plus up crew to 6 workers for remainder of heavy steel erection Purlin straps 50% complete SUPERINTENDENT I Kyle Kieke DATE: I 11/27/2012 10f 1 SBS 1519  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. S DAY: Wedensday DATE: 111/28/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY X SUNNY .. CLOUDY CLOUDY RAIN RAIN TEMP LOW 3S FD TEMP LOW FD TEMP HIGH . 68 F" TEMP HIGH Fa .... .. . WORKFORCE ... . ·.CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 1 3 Site meeting SUPERINTENDENT 1 8 Site meeting SMS 6 9 Heavy steel erection, purlin straps, bracing Robertson Electric 1 1 Delivered trailer with fixtures ... .''''. DESCRIPTION ......• ...... .. ' . EQUIPMENT .. DESCRIPTION . .. •• NUMBER . NUMBER Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 INSPECTIONS! TESTING! VISITORS fohn Grable -jGA Matt Martinez· jGA Tom Pittman - Glacier Cap Construction Victor DeAnda - Synergy Structural Engineering Bob Cardin - Lewis Energy . ...... WORK DESCRIPTION SUMMARY Remaining south elevation columns and spandrels complete Cross bracing over wind bents installed Crane will be onsite Friday, 30 Noy to move additional columns, flange beams Will discuss additional plane parking pads and trenching with Lingo tomorrow morning Combination lock at ranch gate has been changed to keyed lock SUBCONTRACTOR PERSONNEL ON SITE Martin Rojas - SMS 10f 2 SBS 1520 Luis Villalobos - SMS Miguel Villalobos - SMS Luis Fuentes - SMS Fidel Montanyes - SM5 Alejandro Baldovino - 5MS Doug McLean - Robertson Electric VEHICLES ON SITE Robertson Electric - 735 94D (trailer] SM5-39XNN7 Superintendent - 60L FV9 SUPERINTENDENTl Kyle Kieke !DATE: I 11/28/2012 2of2 SBS 1521  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 6 DAY: Thursday DATE: 111/29/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY SUNNY CLOUDY X CLOUDY RAIN· RAIN TEMP LOW SO FO TEMP LOW FO TEMP HIGH 63 FO TEMP HIGH > FO , > ",. WORKFORCE .'., " ... CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 9 SMS 6 9 Main door headerframing Robertson Electric 0 0 ..•. "", EQUIPMENT .. . " I'::':'."" DESCRIPTION NUMBER ,. DESCRIPTION .. NUMBER· Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 ,. INSPECTIONS /TESTINGj VISITORS .'.'. :.'., , WORK DESCRIPTION SUMMARY Commenced installation ofmain door headerframing Fieldfrabrication of main door pockets will be complete and should be installed by COB tomorrow Discussed additional building padfor additional plane parking and utiltiy trenching with Lingo Crane will be onsite tomorrow to lift remaining cuploa purfins and healY steel over main hanger door Have resolved hangerframing discrepancies with Erick Key SUBCONTRACTOR PERSONNEL ON SITE Martin Rojas - SMS 10f 2 SBS 1522 Luis Villalobos - SMS Miguel Villalobos - SMS Luis Fuentes - SMS Fidel Montanyes - SMS Alejandro Baldovino - SMS . VEHICLES ON SITE Superintendent- 60L FV9 ISMS - 39K NN7 I SUPERINTENDENT I Kyle Kieke IDATE: I 11/29/2012 SBS 1523 2of2  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECTNO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 7 DAY: Friday DATE: 111/30/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY X SUNNY CLOUDY X CLOUDY RAIN RAIN TEMP LOW 59 FO TEMP LOW FO TEMP HIGH 73 FO. .... TEMP HIGH FO ....... ... . WORKFORCE . '. CLASSIFICATION MEN HOURS DESCRIPTION . PROJECT MANAGER 0 0 SUPERINTENDENT 1 7 SMS 7 6 Cupola purlins, hanger door header framing Robertson Electric 0 0 . •... EQUIPMENT . ... DESCRIPTION .. NUMBER '. DESCRIPTION NUMBER ' .. " Boom lift 1 Scissor lift 1 40 ton crane 1 Generator 1 Skytrak 1 ' ... INSPECTIONS I TESTING/ VISITORS ,.' ., WORK DESCRIPTION SUMMARY Corrected placement_offlange beams supporting eave over hanger door Completed installation of cupola purlins Material cleared to allowfor additional building pad Window specs forwarded to Schulte to commence shop fabrication for cupola framing members Insulation to be delivered on site Monday, 03 Dec SUBCONTRACTOR PERSONNEL ON SITE 10f 2 SBS 1524  Martin Rojas - SMS Luis Villalobos - SMS Miguel Villalobos - SMS Luis Fuentes - SMS Fidel Montanyes - SMS Alejandro Baldovino - SMS Arturo Rodriguez - Americrane VEHICLES ON SITE Superintendent- 60L FV9 ISMS - 39X NN7 I SUPERlNTENDENT I Kyle Kieke IDATE: I 11/30/2012 ( 2of2 SBS 1525 DEFENDANT1S EXHIBIT 69  SBS CONSTRUCTION DAILY FIELD REPORT ( ) PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 8 DAY: Monday DATE: 112/3/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY SUNNY X CLOUDY X CLOUDY RAIN X Drizzle RAIN TEMP LOW 59 Fa TEMP LOW Fa TEMP HIGH Fa . TEMP HIGH 76 Fa . , .. WORKFORCE .. ... ", CLASSIFICATION ... DESCRIPTION MEN HOURS PROJECT MANAGER 0 O. SUPERINTENDENT 1 8 SMS 6 10 Hanger door header, deliver insulation Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Rangel Brick 0 0 -j .... .. ,'. , .'." .... EQUIPMENT ,. """ DESCRIPTION NUMBER ., .' .... , DESCRIPTION' .' NUMBER Boom lift 1 Scissor lift 1 Sk;ytrak 1 Generator 1 , .,. '''.''+ .. '.' .•. ,. '.' INSPECTIONS / TESTING/ VISITORS '. Tohnny Rangel, Freddie Venegas, Ryan Hill- Rangel Brick - site meeting to submit bid WORK DESCRIPTION SUMMARY .' Roofing insulation delivered, 1st load - 2nd/3rd loads tomorrow & Wed. Continue installation ofmain hanger door headerframing Hanger headerframing / hanger door pocketframing complete by COB Tuesday, 04 Dec On schedule to begin roofing this Thurdsay, 06 Dec. I j SUBCONTRACTOR PERSONNEL ON SITE J EXHIBIT SBS 1526 111 ""- ( Martin Rojas - SMS f Luis Villalobos - SMS Miguel Villalobos - SMS Luis Fuentes - SMS Fidel Montanyes - SMS Alejandro Baldovino - SMS VEHICLES ON SITE Superintendent - 60L FV9 ISMS - 39X NN7 Rangel Brick - AE9 3894 I I SUPERINTENDENT I Kyle Kieke IDATE: I 12/3/2012 SBS 1527 2of2  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 9 DAY: Tuesday DATE: 112/4/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY ... SUNNY X CLOUDY X CLOUDY RAIN RAIN TEMP LOW 57 FO TEMP LOW FO TEMP HIGH ..... ', FO TEMP HIGH 80 FO ........ .. ' • ... WORKFORCE .. , .,. ... } ,CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 8 SMS 5 10 Door pocketframing, deliver insulation Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Rangel Brick 0 0 " ... , , EQUIPMENT ',,' ··DESCRIPTION NUMBER ;<,. DESCRIPTION ,. " NUMBER " Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 , ",. ,., INSPECTIONS / TESTING/ VISITORS .. WORK DESCRIPTION SUMMARY Remaining insulation delivered and covered on slab Roofing coils delivered, secured in storage connex Hanger headerframing substantially complete, will require adjustment once doors installed Door pocketframing will be complete tomorrow, 05 Dec On schedule to begin roofing Thursday, 06 Dec SUBCONTRACTOR PERSONNEL ON SITE 10f 2 SBS 1528  Martin Rojas - SMS Luis Fuentes - SMS Fidel Montanyes - SMS Alejandro Baldovino - SMS IJulio Barriaga - SMS VEHICLES ON SITE Superintendent - 60L FV9 ISMS - 39X NN7 I SUPERINTENDENT I Kyle Kieke IDATE: I 12/3/2012 ( \ 2of2 SBS 1529  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO•. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 10 DAY: Wednesdqy DATE: 112/5/2012 CONTRACT DAYS REMAINING DAYS ... WEATHER TIME AM TIME PM SUNNY .' x SUNNY X CLOUDY CLOUDY RAIN .. .... RAIN TEMP LOW 44 FO TEMP LOW FO TEMP HIGH ... .. FO TEMP HIGH 80 FO ...... ....... .... .... WORKFORCE .. ' . . CLASSIFICATION .. DESCRIPTION ... MEN HOURS ... PROJECT MANAGER 0 0 SUPERINTENDENT 1 8 SMS 5 10 Door pocketframing, deliver insulation Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Rangel Brick 0 0 . ............ .... ·.. ·EQUIPMENT . ..... ." DESCRIPTION .... .NUMBER . DESCRIPTION .. NUMBER···· Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 . ... ... ... . INSPECTIONS / TESTING/ VISITORS . ... .... WORK DESCRIPTION SUMMARY . Door pocketframing substantially complete Roofing coils delivered, secured in storage connex Will begin roofing tomorrow as scheduled SUBCONTRACTOR PERSONNEL ON SITE 10f 2 SBS 1532  Martin Rojas - SMS Luis Fuentes - SMS Fidel Montanyes - SMS Alejandro Baldovino - SMS I Tulio Barriaga - SMS VEHICLES ON SITE Superintendent- 60L FV9 ISMS - 39X NN7 I SUPERINTENDENT I Kyle Kieke IDATE: I 12/5/2012 ( \ SBS 1533 2of2  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 12 DAY: Friday DATE: 112/7/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY X SUNNY X CLOUDY CLOUDY RAIN RAIN TEMP LOW 58 FO TEMP LOW FO TEMP HIGH FO TEMP HIGH 72 FO , ,y , WORKFORCE CLASSIFICATION MEN HOURS, DESCRIPTION " PROJECT MANAGER 0 0 SUPERINTENDENT 1 5 SMS 6 10 Continue to roll roofing Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 ,'" . y " EQUIPMENT " , DESCRIPTION NUMBER DESCRIPTION ", " NUMBER Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 40 ton crane 1 Roofing machine 1 ,,/, >.. , " '. .,. "., INSPECTIONS / TESTING/ VISITORS , Chris Freudenrich - SMS , WORK DESCRIPTION SUMMARY Roll roofing sheets complete SUBCONTRACTOR PERSONNEL ON SITE 10f 2 SBS 1536  Martin Rajas - SMS Luis Fuentes - SMS Fidel Montanyes - SMS Alejandro Baldavina - SMS 1Tulia Barriaga - SMS VEHICLES ON SITE Superintendent- 60L FV9 ISMS - 39X NN7 I SUPERINTENDENT I Kyle Kieke IDATE: I 12/7/2012 ( " SBS 1537 2of2  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 13 DAY: Monday DATE: 112/10/2012 CONTRACT DAYS REMAINING DAYS , WEATHER TIME AM TIME PM SUNNY X SUNNY X CLOUDY CLOUDY RAIN RAIN TEMP LOW 40 FO TEMP LOW FO , TEMP HIGH FO TEMP HIGH 58 FO .",. WORK FORCE CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 7 SMS 5 9 Robertsone Electric 0 o Hanger door header adjustments Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 , EQUIPMENT. . , DESCRIPTION DESCRIPTION NUMBER ., .. NUMBER Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 , , " , INSPECTIONS /TESTINGj VISITORS Tom Pittman - Lewis Energy - site visit Max Mayorga - Texas Star Plumbing - site visit to discuss hanger door drain, scheduling ·1." WORK DESCRIPTION SUMMARY High winds today andforecastedfor tomorrow - preventing roof installation Begin adjusting hanger door header in preparation to hang hanger doors, will continue to do so until winds subside Eric Key - Schulte Building Systems - will be on site tomorrow SUBCONTRACTOR PERSONNEL ON SITE 10f 2 SBS 1538  Martin Rojas - SMS Luis Fuentes - SMS Fidel Mantanyes - SMS . Alejandro Baldavino - SMS ITulia Barriaga - SMS VEHICLES ON SITE Superintendent- 60L FV9 ISMS - 39X NN7 I SUPERINTENDENT I Kyle Kieke IDATE: I 12/10/2012 SBS 1539 2of2  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 14 DAY: Tuesday DATE: 112/11/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY X SUNNY X CLOUDY CLOUDY RAIN RAIN TEMP LOW 26 FO TEMP LOW po TEMP HIGH . . FO TEMP HIGH 55 F O .' WORK FORCE . ' CLASSIFICATION MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 8 SMS 5 9 Install insulation/roofing Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 , .. EQUIPMENT , DESCRIPTION NUMBER .,. DESCRIPTION .,' NUMBER ", Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 , " " " INSPECTIONS / TESTING/ VISITORS Bill Leonard - SMS - site visit Erick Key - Schulte Building Systems - site visit . ., " WORK DESCRIPTION SUMMARY Roofing/insulation started on southern roofface CMU block scheduledfor delivery tomorrow SUBCONTRACTOR PERSONNEL ON SITE 10f 2 SBS 1540  Martin Rojas - SMS Luis Fuentes - SMS Fidel Montanyes c SMS Alejandro Baldovino - SMS I Tulio Barriaga - SMS VEHICLES ON SITE Superintendent - 60L FV9 ISMS - 39X NN7 SMS - BN43579 ISchulte - MFB331 . I SUPERINTENDENT I Kyle Kieke IDATE: I 12/11/2012 2of2 SBS 1541  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 15 DAY: Wednesday DATE: 112/12/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY X SUNNY X CLOUDY CLOUDY RAIN RAIN TEMP LOW 36 FO TEMP LOW fO TEMP HIGH FO TEMP HIGH 57 FO :' , ' .. ' "" ," WORKFORCE ".. , > CLASSIFICATION , MEN HOURS DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 7 SMS 5 9 Install insulation/roofing Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 1 1 CMU materials delivery , .' EQUIPMENT , •. :. ·'i" DESCRIPTION NUMBER DESCRIPTION .. " , ., ' ". NUMBER Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 ,,',< ,L , INSPECTIONS! TESTING/ VISITORS , .,: Lingo - Lewis Energy Group : , WORK DESCRIPTION SUMMARY Roofing/insulation southern roofface complete CMU/sand/rebar delivered on site Lingo told me today that the extra pads for additional plane parking are on hold untilfurther notice pending finalized changes SUBCONTRACTORPERSONNEL ON SITE 10f 2 SBS 1542  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 16 DAY: Thursday DATE: 112/13/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY SUNNY CLOUDY X CLOUDY X RAIN RAIN '. FO , FO TEMP LOW 36 ... TEMP LOW TEMP HIGH FO I' TEMP HIGH 57 FO .. , WORKFORCE , , CLASSIFICATION MEN HOURS DESCRIPTION . PROJECT MANAGER 0 0 SUPERINTENDENT '1 9 SMS 5 9 Install insulation/roofing Robertsone Electric 2 1 Deliver material Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 2 1 CMU materials, equipment delivery \\. / . ,c .,c ....... EQUIPMENT .... " DESCRIPTION NUMBER· . DESCRIPTION NUMBER .'.,. Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 " "'i INSPECTIONS j TESTINGj VISITORS Lingo· Lewis Energy Group , .... ,. WORK DESCRIPTION SUMMARY Roofing/insulation 75% complete, should be close to complete by COB tomorrow Additional CMU materials and scoffolding delivered, more to follow tomorrow Robertson Electric delivered additional material and should start hanging conduit next Tues. Mason has requested to work this Saturday· pending answerfrom client SUBCONTRACTOR PERSONNEL ON SITE 10f 2 SBS 1544 Martin Rojas - SMS Jerrod Robertson - Robertson Electric Luis Fuentes - SMS Richard Ecterhoff- Robertson Electric Fidel Montanyes - SMS Alejandro Baldovino - SMS ~ulio Barriaga - SMS Ilose Ramos - Gallery ofStones Phil Garza - Gallery ofStones VEHICLES ON SITE Superintendent- GOL FV9 ISMS - 39X NN7 Robertson Electric - AL93811 IGallery ofStones - GV300B SUPERINTENDENT I Kyle Kieke IDATE: I 12/13/2012 SBS 1545 2of2  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBS PROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 17 DAY: Friday DATE: 112/14/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY SUNNY CLOUDY X CLOUDY X RAIN RAIN X TEMP LOW 52 F" TEMP LOW FO TEMP HIGH FO TEMPHIGH .'. 61 FO . .; . ..' WORKFORCE . CLASSIFICATION •.. MEN HOURS . ... ,. DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 1 8 SMS 5 6 Install insulation/roofing Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 4 4 Final CMU delivery, begin install ......... EQUIPMENT .. DESCRIPTION . NUMBER .. . DESCRIPTION . .. NUMBER Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 .; INSPECTIONS /TESTING/ VISITORS .. WORK DESCRIPTION SUMMARY i. , Roofing 95% complete, willfinish Monday, 17 Dec - weather prevented completion Mason has begun CMU wall construction, will work tomorrow as well SUBCONTRACTOR PERSONNEL ON SITE 10f 2 SBS 1546  Martin Rojas - SMS Nolberto Galarza - Gallery ofStones Luis Fuentes - SMS Hugo Esquivel- Gallery ofStones Fidel Montanyes - SMS Alejandro Baldovino - SMS I Tulio Barriaga - SMS ose Ramo - Gallery ofStones Iraime Galarza - Gallery ofStones VEHICLES ON SITE Superintendent - 60L FV9 ISMS - 39X NN7 OSCSR6 - Gallery ofStones I SUPERINTENDENT I Kyle Kieke IDATE: I 12/14/2012 2of2 SBS 1547  SBS CONSTRUCTION DAILY FIELD REPORT PROJECT NAME: Los Cerritos Hanger SBSPROJECT NO. 1378 ARCHITECT PROJECT NO. DAILY REPORT NO. 18 DAY: Saturday DATE: 112/15/2012 CONTRACT DAYS REMAINING DAYS WEATHER TIME AM TIME PM SUNNY·' X ." . SUNNY X . CLOUDY CLOUDY RAIN RAIN TEMP LOW 55 FO TEMP LOW FO TEMP HIGH ... '. FO TEMP HIGH 69 FO ........ WORKFORCE .... CLASSIFICATION MEN HOURS . DESCRIPTION PROJECT MANAGER 0 0 SUPERINTENDENT 0 0 SMS 0 0 Robertsone Electric 0 0 Ace Concrete 0 0 Texas Star Plumbing 0 0 Compton HVAC 0 0 Gallery ofStones 4 7 CMU wall construction ....... .. . , EQUIPMENT . DESCRIPTION· . . NUMBER DESCRIPTION ..... NUMBER··· Boom lift 1 Scissor lift 1 Skytrak 1 Generator 1 ..•. .. •... .. INSPECTIONS j TESTINGj VISITORS •• . .... , WORK DESCRIPTION SUMMARY .. Continue CMU wall construction I SUBCONTRACTOR PERSONNEL ON SITE 10f 2 SBS 1548 Nolberto Galarza - Gallery ofStones Hugo Esquivel- Gallery ofStones i lose Ramo - Gallery ofStones .'aime Galarza - Gallery ofStones VEHICLES ON SITE I 05CSR6 - Gallery ofStones I SUPERINTENDENT I Kyle Kieke IDATE: I 12/14/2012 2of2 SBS 1549 DEFENDANT1S EXHIBIT 70  (", , -- -- ~- f • O(MI~ ~I fti'.t._ 1~~""'_1* ~---- ....... --~ _ "' - __ _ _ _ .... a1 ...p!I!!'<;"'.\II_l:'art ~ ......4_ ..._ . -_ _ _ _ _ _ e ... .. - - ""',.,. .... ...... =:.Z.... ......... ... ~. -~~ ~·I ~ -~- ..-••• .~, I'IIlIJlJIlII'aIMErnY( ~ . " .. I,UI ·J _.- "'-.-u"'_"'__ .- ~ ..... ~ .......""~ ~ p'-"_,... __ ........ ~~K~ ...... U_t-....... UlH~_..-_trO II! opoclI\ood INb ........ ..- .~- u..:lO<1<>1,,' o! POdol t-. U.60·n " ''''''I U"'" ....... "'Odillodlrlllo'O SlSd.. ,O _tt0.... r... "'"'"' S<-." Tape_ 1·"U.n."'1 - 1-'~""''- I.U\ ~. ~ ...:ac'Jll'O'll _ _ .......... '''·''''1 .. - r U ~ ~--_ ...... .. ...._""-_. --~-~-;--....-... ... __ . _-...nnU5·...... _ . JI1S7),I _ _ _ _ 01--.-""' __ r..... :tool..,.,.... _1IcIp ~ . "'~... G.coor._~~Iolioc._IIoola..r_-. __ r $:UI7.J1 7. l.I. 11. U. 11 .. I_U -- ~----,.--- ~-.,.CJOO!!I!t. -.s.--__.......... . .... ____.. I ~~ U~ ::1 "'U 1.'61.l - -- ...... _ . - . . - 1_ _ """"'- _.nMT'..J . . . . . . . . ~ ~ ~_:l ~- l..,lJ ! '" l''''U I -.- .......... _---- _._....--- -_._.. -- re--",.,.-----""--~ _'_U15._~ ~~ t-;_.,:::- ~ , - u __ -.~--,.-_.~_ 1~·CIl'_· __ ! ~ ,~ I - -.~ _ _..lool _ _ _ • _ _ _ _ .... " .. _ _ • ....... • u· :"."11 ----- I"~ $IPJIS u ___""'_ _.. . _orw-.. .. • - -';";"'--!?t¢'o - _cioI._14._ao- ..._Gtado_ -..~no:_pr.. ...w~ "~ HI , , -.- u_ ·.. <_. ~ ............ -"- --- _ _ _ O{"._ .... ~ ~~ n~ -- ! -- void due lO impr p rea e Ilashing. Fi Itl fabricated lla hin in 'lalled in orre'11 8 28 ROllI" h 't.. lnmm~J ba 'k at 'Up fa b . n1 m lIlll n WIl ,r""ork W;) I err 1'1II' b. ccrtlli J 01729 o full sht.:'b 10 b u ~d II r I II. 'hu n h re a . pancl ...plic IHlll II II 0171  'hows roof drop ff at front end wall. impr $h( rrened dour pot.:kets. 11 o 02  I1 . ,,_01733 r·ldge 'ap 'nJ lap. lack ' 1~I~t 'n 'r\ () cumr:nl \P' 'il" 14-16 r· 'tcner . rhl~ 'h w'" III be 6. 0173- to Ip Ult • Il wr n t:ltI~L1 l: u t:J \I III . lItH" w'lel lu nl·, J 7 .' s 'ir av plale huuld b u 'ed RI (hi· , nditioll in Ii u r r r 'lip. ,,8 Trim m issi ng. 1'001' sheet cut and bent over raJ e. ~O o -w Nu lrim 01 gil!:"" pn':'iCllt. .. 1\)1 sheet bellL If' ,Ill II :!I Ac~ording (0 drawings eav~ plait: slhluld be Llsed allhis cundition in lieu of roof clip c o nJ Ot"'iLHIlJII'''., 'wn pUIl·I. C I • I- Lt: 1111 om , \J17 3 R~l I ... llIp chan g.e :.II ti"( I I t'm! wall lu III h n ~nl ng nr pm:kel tI I. 0"1745 Roof dips approximately 4" at ti-onl end wall dlle to impr per tield moditication of pocket door frames. 6 I 'll\lip~ appn) llnal I ..j." 8 18 TAB 9 Type: PEMB Labor Subcontractor: United Erectors Deficiencies: Misc. areas throughout building lacked complete installation of specified bolts Corrective Action: Check all bolts and install missing bolts Invoice #: 3988 Cost to Correct: $2,000.00 Photos of Deficiencies: 44-46 Photos of Corrective 1-11 & 16 Action:  UNITED ERECTORS PO Box 681863 San AntOl""jo, Te:xas78268 office (21{)} 521..a3S1 fax (210,521-1849 INVOtCE &!?Y9Y Stoop ,Jones Maltsberae' a m;r,,,,,,,,, T~xas 7821 a Lat« to cornplet~ ~ie~ ~ as ~eed: Repairs: t Remove Hanger 000t'S 2. Re-aiign hanger door rails 'Mtr1 new ~ 3. of top framing ·for Mnoer door to ron 00 correct trae.l< 4. Remo\'f~ ail ma.te!'~ door pockets, repiace 'Htth new mat~rtaf 5_ 3U and missing botIs 6: IrtStafl Gdumns Fedai1gUiar tube· at ptk)t 7_ Install ~ar wbe at quarters 8_ in south ~ ~s I I I I I 5 Boh~ nll~~HI j loose un hangar Joor 'llnt;rde ~holllJ ha eben POlln::J priur to in'talli 1  2 c 3 01696 5  6 o ...-('01698 7 8 9  10 c o _::::01702 11 TR_01703 16 ~01708 TAB 10 Type: PEMB Labor Subcontractor: United Erectors Deficiencies: Door pockets were modified in field by SBS due to incorrect foundation size Corrective Action: C/O # 1 Fabrication of pocket doors Invoice #: 3995 Cost to Correct: $5,500.00 Photos of Deficiencies: 42,60-62 Photos of Corrective 18 Action:  fl""'·~- - T - R~O-01-89-0- - - - - - - "" , , . UN'ITED ERECTORS PO B Ol\d """" ..-ts New Construction. 1. InstaH one tl.lbe at cupola Total Iaoor COS! $35.000 00 Total mafenaI coo: $ 10.83-152 T_Oue I 14 TAB 13 Type: PEMB Labor Subcontractor: United Erectors Deficiencies: Unspecified materials used at kitchen Corrective Action: lnstall columns and rectangular tube at living quarters Invoice #: 3988 Cost to Correct: $5.000.00 Photos of Deficiencies: Photos of Corrective 19 Action:  VOICE Apr~ .20 3 OESiCAlP 19 TR 01711 TAB 14 Type: PEMB Labor Subcontractor: United Erectors Deficiencies: Building Erected out of plumb Corrective Action: Re-msrall wind rods in soulh and nonh sidewalls Invoice #: 3988 Cost to Correct: S5.000.00 Photos of Deficiencies: 28 Photos of Corrective 14-16 Action:  RS 782 VOl E 3 o ESCAP 1 BvLLf' 14  15 o c 16 TAB 15 Type: PEMB Material Subcontractor: MBCI Deficiencies: Roofing System not installed per plans and specifications, and did not create a waterproof structure upon completion Corrective Action: Invoice # 3996887 - Roof sheels Invoice #; 3996887 Cost to Correct: $1,385.22 Photos of Deficiencies: 5-6,9, 11 & 14 Photos of Corrective 1.6-8&11 Action:  HOliST 4001 H PO aox 38.2. 7 HOUSTON.l'X 770110·1:1304 281-44,0..811515 SOLD TO: 155644 GLACIEACAP MANAGEMENT LLC B Cl ClERCAP M AGEI;1 u.e s OlACIERCAP MANAG~ENT UC I 10101 I'EUNlON l"lACE LOS CERRITOS AHCH L S 1000 I UVAl.Dt:. TX 78BO I l p A 10, 82-t5 no.28.2-n56 ) 'RI4-ea-'O o.eo l,2'J9.85 1•.219.86 7S.97 YOU au KAY ~'fllI. 201 f I • I I III I' 'he 'Is 1101 " Im:d pr pt::rl . r ) II' ..,heet plll'J up 11 at R II r sh lS rrinllneU bClck at Clip ICI '[ el fram iug, an 6 I K_". 26 f Ro I" ')/1.: 'l lrimmed b ck al 'up Jla am, no lrlm pn~st:l1l. LIllI n 1,.\.11 I(war! W.l' p~rr 1'111 tI b ct:r1lfi'll t:lJt:r 01729 II n rea' n l.a ... are nlH In 14 ... 017 4 1 6 ".. 01698 7 8 _J1700 11 TAB 16 Type: fEME Material Subcontractor: MBC1 Deficiencies: Roofing System not installed per plans and specifications, and did not create a waterproof structure upon completion Corrective Action: Invoice # 3978735 - Roof Sheets & Rake support Invoice #: 3978735 Cost to Correct: $22,443.08 Photos of Deficiencies: 11 & 14 Photos of Corrective 1,5,6-8 & 11 Action:  I ~ - , I! 1 I -. t, t ", tfO 1~1 Y 80Jt 38217 0US1'0. T1#J 281-446..al5A B GL\ClERCAj> AHASaiE GLftClERCAP MANAeEM9IT lie J lQ-Url f!El,lNIO CE LOg CEJU'lTroS RANCH L L SU e: 1,000 WAUlE, TX 78B01 ANrONlO. TX 78218 21Q.:m2-27B1l ROBERT 12101384-6048 T T a o I I II. "'hnwn h r ' it pu d pll" II >I IfI . l:cor all" I, _01731 n reus J/I. pare n [in 14 •• _.11734 1  5 o o 6  7 o o 8 TR_01700  11 c () _ _01703 TAB 17 Type: PEMB Material Subcontractor: MBCI Deficiencies: Roofing System not installed per plans and specifications, and did not create a waterproof structure upon completion Corrective Action: Invoice # 4048039 - Roof Sheets, Eve plates, Screws, & Tape Seal Invoice #: 4048039 Cost to Correct: $4,602.17 Photos of Deficiencies: 7, 8, 18, 22-23 Photos of Corrective 1-11 Action:  ifD~ lWm'! HOH • RA!lDY 00 BOX 3-32.11 ~.'l'!: 040-5')04 281- - 'iSS WJ9 LO I 1556 -I CAP l"I' Id..e LLC L t- O; 0 ~ n:::cz !!!!leu -""j.lla .~ :t aD U. as. \I 1000 29. 2 ';;'l 40011 a .£0 L 8. 5000 22:2 )1 t 60110 .L9 lU.J8 !lOll 1 0 32.06 3.1: 0 'ODD 1 0 llSS 00 laOiJO 1. 0 o.eo 11000 (I 0.90 OR _ C1 :no OiIDUCT ~2.!. 25, U!' EmP'.JEE UGUST !l 3 7 lInpr per ea tla lhat wtll aUll'. Wtll 'I' l p~n 1I I • apr a~ rid  J 'K_ . (23 1  9 o o 11  TAB 21 Type: PEMB Material Subcontractor; MBCI Deficiencies: Roofing System not installed per plans and specifications. and did not create a waterproof structure upon completion Corrective Action: Invoice # 4025105 - Hand Crimp Invoice #: 4025105 Cost to Correct: $265.22 Photos of Deficiencies: Photos of Corrective Action: (  TR_ 01679 .. _------------------- - ---_._- --- --------- ----------- cra«:AP MANA,GEJ,d9lT LAC!ERCAP MANA l1..C I H DOS t.::ERftfTOS 01 NION l I eAHOmA 0 fTE 1000 $(14 l SAN 10, rx Ii l:UIlI panel, ea e plate mi "11 Ilut In 'wlleu. 01743 Rlll.ll .. IUj>C dlangc: at fro", cnJ wall Jue III ~hurh:llll\g ul POC/..t:1 Joo~ I, 01745 Roof dips approximatel 4" at fi"ont end walt due to improper tield modi tication f po ket door frame. 26 __ 46 I lofJIJ1 appro, 1111'1 I 4'" I li'unu cnJ \I all Jut: to Impr pcr IidJ \ uilicati In ufp 'kCl dllllr rntme~, I. _01747  TAB 23 Type: PEMB Material Subcontractor: MBCI Deficiencies: Roofing System not installed per plans and specifications, and did not create a waterproof structure upon completion Corrective Action: Invoice # 4009549 - Ridge and closer strips Invoice #: 4009549 Cost to Correct: $167.05 Photos of Deficiencies: 1,3-4 Photos of Correcti ve 1-4&9-11 Action: ( )  I'IIBCIL ROUSTQN: HAAD-Y PO SOX "(00:23 1-400'1 wtaT ~AIWV OALLAS. TX1&i~0326 PO llQX3Ut'7 U9 HQUSTaN,TX 77060·11004 281.o&4!i·8856 PAGE SOLO TO: 151>0"" GL.tcJeRCAP fAA/'fAGI:MIfNT LLC l611S83:2 8· S GLACI~IlC1lJ>MANAOfMcNT lLC GlAC1ERCAP MANAGl!MENT US H I LOS C1iflMOS AA~ L 16/Ql AEUNfON Pl.. ell'!. I UVAUlE. TX 18801 l SUI1'E 100.0 p SAN .M!'roNlO, 1"X 782111 1'1"11 ~tOl 3M-ilQJl6 l' () ( 1xy Dowels at Existing Invoice #: 2 Cost to Correct: $2,500.00 Photos of Deficiencies: 76-77 Photos of Corrective 21-23 Action:  J 0 __ 1 7 5 ~lu:n28. 2 Boddie 8. • Brick L glGrade Beam oor k Exte sions • Pflaster Exten ion ·Pour Only" ~ ab (£poxyJDowel Installation) a es e os M AS uction Services lie  Invo' lUI n 8oe'C1eker 8111l0: INSl~rnclN, II nll lUlu 210. P, S Sl5 sa. 1 Sl1 $11 S JJ $9.000. $9, $108,721 00 S9S,OOllOO o /I ICho/lge Orden fHISPEIUOD IrOl + Bon WT-002) h 0 % of Stm:d ateri8I II tColunDl F On wr ~ll2) By: \,. d \-13 ,2111 6 7 'IT 5'2.000 II CUFtRm'lT PA CATHY RS JI{ JANUARY 28. 20104  -----------------------~- --------- ,.... <0 (; D UES Form CBU-002 FR M: Conll"nctor. Central Backhoe & Utilities, Ltd Remitan 10080 Broun Road 0: Ad~: San Antonio. TX 78254 ---------- 2 613012013 6I252().lJ A B C D E F G H Work Completed Materials Total Campi ted Relllinag [tern Description of Item cheduled From Previous Presenrly t red And red % BaJllDCe to Held # Value AppJic lion *(,Ilis Period (N t in D or E) 0 Date (pf-E+F] (GI Finish ~ G 0% I Mobilizalion $ 1.500 S LSOD S - S 1,500 lOO'l..;..YoOI- 1....;S'--_ _- 1 2 Concreto Demo $ 10 000 S 10.000 S - S 10,000 100% S 3---f"F~iirs~1t~D~oor:.:::::un~de~r-s-,---la-b-rO-ugh-.-i-n-----t...:S:---.:..:ll:..!,;.S:.::OO~..::-S--....:1.::.L.~500~I---_ 1--"::""- -_-~!-::~===::::::::::::-::::::::t$~::::::::::::~1 ]:'.1:5~O~0+-_____:.;LO""0""'%.I I...:S'----1 4 First floor top-out S 14,500 S 14,500 ~ - $ 14,500 100% S S - 5 Second floor rough-in S 8,500 S 8,500 $ - S 8500 100"1. S S - 6 Second noor Iop-out $ 8 500 S 6,000 $ 2.500 $ - $ 6,000 1000/. S 7 Overhead domestic wateT ( bose hibbs in bay) $ 9,000 S - S 9.000 S - $ 9,000 100% S - $ 8 Overl1ead air lines S 6.500 S - S 6,500 1--..::..---l..=...:..=;==-=:..==---------I-='--~:=-+-""----_____1f_=__------'=..::+-=-----+::-....-~:..::::.+_----.:.::.=;;.._=:-----+-"'-- - S - ' $ 6500 100% S - S - 9 _ _FF:::=ixt=ure=s:.:.:;I&:::'(I,c::uipm·:r..::::I~::..:'t'=---:"-:::---,- 1_ _.::.. -=-- ~S---=.I::J.O::;55;,.:;3_1 S ·---lr-=S'--_....:4~,OO~O"-I-'S~ ~_t-'S:c- 4:.:.:,0:.:.OO;:.. f - 38% -"'--_ _6:..<:5=5.::.. 3+=-$ ---/ La Chanj;te Order #2 Trench Drain .$ 13.718.$ - S 13718 S - $ 13,718 100% S 0 S II CbanAe Order ilJ Oil Separator $ 8,789 $ - S 5,000.S - $ :5,000 57% S 3.789 S 12 S - S - S - S • 0% S - S 13 S - S - S - S - 0% S - S 14 $ • $ - $ _ _-_.$ • Oo/c S - $0-_ _--\ I~ S - $ -.$ - $ - 0% $ - $ 16 S - S - S - S - oo/~I-s'-------I--'S'----_-I L7 S - S - S • $ - 0% $ - S L8 ,. • $ - $ - S 0% S - s 19 S - S - $ - S • 0% S - S 20 S - S - S - S - 0"10 S • S 22 s_---=-.-+:$:-_~-_1-~s====-;:~~~=====-=~==~OO~y.~IS~====~-~I-=~~==----I r--;;-;;21:---t------------+----+_=__ S - $ - S - Jl - 0%$ - S - 2J S - S - $ - S - 0%$ - S -:-----t-=----+--....::.:.;+-,'------+~---I ]A s - S - S • S - 0% S - S 25 S - S - _$ _ _-_.$ - 0010 S - S 26 $ - S - S - S - 0% S - S Total CBU-002 s 103060 S 52 000 S 40,7]8 $ -.$ 90,2\8 88% S L2,842 S  o high hove concre e Concrete poured Incorrectly, need positive ar drain WIll have to be removed. 81 J18 Tr n h dr In s t lncorre IV. too hlgl bove co c e. Con r poured incorr slop on the dr tn, cone ete n ar drain will have to be removed. 02 26  27 o TAB 32 Type: HVAC Subcontractor: Holts Mechanical Deficiencies: Fan Provided by SBS was too large to fit into opening of cupola Corrective Action: Purchase new fans because SBS provided incorrect materials Invoice #: c/o #1 Cost to Correct: $7,564.00 Photos of Deficiencies: Photos of Correcti ve 19 Action: o a 5522 RIITIMAN ROAD N 0 O. TX7 l 21Q-661-1 00 !'u 210-662-9U2 L'\CLQn6C TO nm PAcr-TIIATl'HE DAlVIP'EN OSBASCREEN Base PrOD1)98 . _ b i l l. . c _ 19 TAB 33 Type: Electrical Subcontractor: C&S Enterprise Deficiencies: Wiring installed by SSS was undersized and under rated to accommodate electrical load Corrective Action: Remove existing wiring to 120V wall outlet in hangar area, and replace with larger wire to allow for voltage drop Invoice #: 1123700 Cost to Correct: $1,875.00 Photos of Deficiencies: 84-86 Photos of Corrective Action:  ISS Remount Drive San Ai'lton Q, Texas 78218 : Los Cerrfto5 a ger Deficiencie • Remove existing Iring to 120V wall outlets! anger area, and replace with larger wire to allow or oltage dr p.-.$l,87S.00 • Reconfigure wall outfets and j-boxe asonry back ails i hanger area to reflect ngineerced ra elocate res i an ~r are 0 r . e>!r f.i gs i a er r II! opoclI\ood INb ........ ..- .~- u..:lO<1<>1,,' o! POdol t-. U.60·n " ''''''I U"'" ....... "'Odillodlrlllo'O SlSd.. ,O _tt0.... r... "'"'"' S<-." Tape_ 1·"U.n."'1 - 1-'~""''- I.U\ ~. ~ ...:ac'Jll'O'll _ _ .......... '''·''''1 .. - r U ~ ~--_ ...... .. ...._""-_. --~-~-;--....-... ... __ . _-...nnU5·...... _ . JI1S7),I _ _ _ _ 01--.-""' __ r..... :tool..,.,.... _1IcIp ~ . "'~... G.coor._~~Iolioc._IIoola..r_-. __ r $:UI7.J1 7. l.I. 11. U. 11 .. I_U -- ~----,.--- ~-.,.CJOO!!I!t. -.s.--__.......... . .... ____.. I ~~ U~ ::1 "'U 1.'61.l - -- ...... _ . - . . - 1_ _ """"'- _.nMT'..J . . . . . . . . ~ ~ ~_:l ~- l..,lJ ! '" l''''U I -.- .......... _---- _._....--- -_._.. -- re--",.,.-----""--~ _'_U15._~ ~~ t-;_.,:::- ~ , - u __ -.~--,.-_.~_ 1~·CIl'_· __ ! ~ ,~ I - -.~ _ _..lool _ _ _ • _ _ _ _ .... " .. _ _ • ....... • u· :"."11 ----- I"~ $IPJIS u ___""'_ _.. . _orw-.. .. • - -';";"'--!?t¢'o - _cioI._14._ao- ..._Gtado_ -..~no:_pr.. ...w~ "~ HI , , -.- u_ ·.. <_. ~ ............ -"- --- _ _ _ O{"._ .... ~ ~~ n~ -- ! -- void due lO impr p rea e Ilashing. Fi Itl fabricated lla hin in 'lalled in orre'11 8 28 ROllI" h 't.. lnmm~J ba 'k at 'Up fa b . n1 m lIlll n WIl ,r""ork W;) I err 1'1II' b. ccrtlli J 01729 o full sht.:'b 10 b u ~d II r I II. 'hu n h re a . pancl ...plic IHlll II II 0171  'hows roof drop ff at front end wall. impr $h( rrened dour pot.:kets. 11 o 02  I1 . ,,_01733 r·ldge 'ap 'nJ lap. lack ' 1~I~t 'n 'r\ () cumr:nl \P' 'il" 14-16 r· 'tcner . rhl~ 'h w'" III be 6. 0173- to Ip Ult • Il wr n t:ltI~L1 l: u t:J \I III . lItH" w'lel lu nl·, J 7 .' s 'ir av plale huuld b u 'ed RI (hi· , nditioll in Ii u r r r 'lip. ,,8 Trim m issi ng. 1'001' sheet cut and bent over raJ e. ~O o -w Nu lrim 01 gil!:"" pn':'iCllt. .. 1\)1 sheet bellL If' ,Ill II :!I Ac~ording (0 drawings eav~ plait: slhluld be Llsed allhis cundition in lieu of roof clip c o nJ Ot"'iLHIlJII'''., 'wn pUIl·I. C I • I- Lt: 1111 om , \J17 3 R~l I ... llIp chan g.e :.II ti"( I I t'm! wall lu III h n ~nl ng nr pm:kel tI I. 0"1745 Roof dips approximately 4" at ti-onl end wall dlle to impr per tield moditication of pocket door frames. 6 I 'll\lip~ appn) llnal I ..j." 8 18 TAB 9 Type: PEMB Labor Subcontractor: United Erectors Deficiencies: Misc. areas throughout building lacked complete installation of specified bolts Corrective Action: Check all bolts and install missing bolts Invoice #: 3988 Cost to Correct: $2,000.00 Photos of Deficiencies: 44-46 Photos of Corrective 1-11 & 16 Action:  UNITED ERECTORS PO Box 681863 San AntOl""jo, Te:xas78268 office (21{)} 521..a3S1 fax (210,521-1849 INVOtCE &!?Y9Y Stoop ,Jones Maltsberae' a m;r,,,,,,,,, T~xas 7821 a Lat« to cornplet~ ~ie~ ~ as ~eed: Repairs: t Remove Hanger 000t'S 2. Re-aiign hanger door rails 'Mtr1 new ~ 3. of top framing ·for Mnoer door to ron 00 correct trae.l< 4. Remo\'f~ ail ma.te!'~ door pockets, repiace 'Htth new mat~rtaf 5_ 3U and missing botIs 6: IrtStafl Gdumns Fedai1gUiar tube· at ptk)t 7_ Install ~ar wbe at quarters 8_ in south ~ ~s I I I I I 5 Boh~ nll~~HI j loose un hangar Joor 'llnt;rde ~holllJ ha eben POlln::J priur to in'talli 1  2 c 3 01696 5  6 o ...-('01698 7 8 9  10 c o _::::01702 11 TR_01703 16 ~01708 TAB 10 Type: PEMB Labor Subcontractor: United Erectors Deficiencies: Door pockets were modified in field by SBS due to incorrect foundation size Corrective Action: C/O # 1 Fabrication of pocket doors Invoice #: 3995 Cost to Correct: $5,500.00 Photos of Deficiencies: 42,60-62 Photos of Corrective 18 Action:  fl""'·~- - T - R~O-01-89-0- - - - - - - "" , , . UN'ITED ERECTORS PO B Ol\d """" ..-ts New Construction. 1. InstaH one tl.lbe at cupola Total Iaoor COS! $35.000 00 Total mafenaI coo: $ 10.83-152 T_Oue I 14 TAB 13 Type: PEMB Labor Subcontractor: United Erectors Deficiencies: Unspecified materials used at kitchen Corrective Action: lnstall columns and rectangular tube at living quarters Invoice #: 3988 Cost to Correct: $5.000.00 Photos of Deficiencies: Photos of Corrective 19 Action:  VOICE Apr~ .20 3 OESiCAlP 19 TR 01711 TAB 14 Type: PEMB Labor Subcontractor: United Erectors Deficiencies: Building Erected out of plumb Corrective Action: Re-msrall wind rods in soulh and nonh sidewalls Invoice #: 3988 Cost to Correct: S5.000.00 Photos of Deficiencies: 28 Photos of Corrective 14-16 Action:  RS 782 VOl E 3 o ESCAP 1 BvLLf' 14  15 o c 16 TAB 15 Type: PEMB Material Subcontractor: MBCI Deficiencies: Roofing System not installed per plans and specifications, and did not create a waterproof structure upon completion Corrective Action: Invoice # 3996887 - Roof sheels Invoice #; 3996887 Cost to Correct: $1,385.22 Photos of Deficiencies: 5-6,9, 11 & 14 Photos of Corrective 1.6-8&11 Action:  HOliST 4001 H PO aox 38.2. 7 HOUSTON.l'X 770110·1:1304 281-44,0..811515 SOLD TO: 155644 GLACIEACAP MANAGEMENT LLC B Cl ClERCAP M AGEI;1 u.e s OlACIERCAP MANAG~ENT UC I 10101 I'EUNlON l"lACE LOS CERRITOS AHCH L S 1000 I UVAl.Dt:. TX 78BO I l p A 10, 82-t5 no.28.2-n56 ) 'RI4-ea-'O o.eo l,2'J9.85 1•.219.86 7S.97 YOU au KAY ~'fllI. 201 f I • I I III I' 'he 'Is 1101 " Im:d pr pt::rl . r ) II' ..,heet plll'J up 11 at R II r sh lS rrinllneU bClck at Clip ICI '[ el fram iug, an 6 I K_". 26 f Ro I" ')/1.: 'l lrimmed b ck al 'up Jla am, no lrlm pn~st:l1l. LIllI n 1,.\.11 I(war! W.l' p~rr 1'111 tI b ct:r1lfi'll t:lJt:r 01729 II n rea' n l.a ... are nlH In 14 ... 017 4 1 6 ".. 01698 7 8 _J1700 11 TAB 16 Type: fEME Material Subcontractor: MBC1 Deficiencies: Roofing System not installed per plans and specifications, and did not create a waterproof structure upon completion Corrective Action: Invoice # 3978735 - Roof Sheets & Rake support Invoice #: 3978735 Cost to Correct: $22,443.08 Photos of Deficiencies: 11 & 14 Photos of Corrective 1,5,6-8 & 11 Action:  I ~ - , I! 1 I -. t, t ", tfO 1~1 Y 80Jt 38217 0US1'0. T1#J 281-446..al5A B GL\ClERCAj> AHASaiE GLftClERCAP MANAeEM9IT lie J lQ-Url f!El,lNIO CE LOg CEJU'lTroS RANCH L L SU e: 1,000 WAUlE, TX 78B01 ANrONlO. TX 78218 21Q.:m2-27B1l ROBERT 12101384-6048 T T a o I I II. "'hnwn h r ' it pu d pll" II >I IfI . l:cor all" I, _01731 n reus J/I. pare n [in 14 •• _.11734 1  5 o o 6  7 o o 8 TR_01700  11 c () _ _01703 TAB 17 Type: PEMB Material Subcontractor: MBCI Deficiencies: Roofing System not installed per plans and specifications, and did not create a waterproof structure upon completion Corrective Action: Invoice # 4048039 - Roof Sheets, Eve plates, Screws, & Tape Seal Invoice #: 4048039 Cost to Correct: $4,602.17 Photos of Deficiencies: 7, 8, 18, 22-23 Photos of Corrective 1-11 Action:  ifD~ lWm'! HOH • RA!lDY 00 BOX 3-32.11 ~.'l'!: 040-5')04 281- - 'iSS WJ9 LO I 1556 -I CAP l"I' Id..e LLC L t- O; 0 ~ n:::cz !!!!leu -""j.lla .~ :t aD U. as. \I 1000 29. 2 ';;'l 40011 a .£0 L 8. 5000 22:2 )1 t 60110 .L9 lU.J8 !lOll 1 0 32.06 3.1: 0 'ODD 1 0 llSS 00 laOiJO 1. 0 o.eo 11000 (I 0.90 OR _ C1 :no OiIDUCT ~2.!. 25, U!' EmP'.JEE UGUST !l 3 7 lInpr per ea tla lhat wtll aUll'. Wtll 'I' l p~n 1I I • apr a~ rid  J 'K_ . (23 1  9 o o 11  TAB 21 Type: PEMB Material Subcontractor; MBCI Deficiencies: Roofing System not installed per plans and specifications. and did not create a waterproof structure upon completion Corrective Action: Invoice # 4025105 - Hand Crimp Invoice #: 4025105 Cost to Correct: $265.22 Photos of Deficiencies: Photos of Corrective Action: (  TR_ 01679 .. _------------------- - ---_._- --- --------- ----------- cra«:AP MANA,GEJ,d9lT LAC!ERCAP MANA l1..C I H DOS t.::ERftfTOS 01 NION l I eAHOmA 0 fTE 1000 $(14 l SAN 10, rx Ii l:UIlI panel, ea e plate mi "11 Ilut In 'wlleu. 01743 Rlll.ll .. IUj>C dlangc: at fro", cnJ wall Jue III ~hurh:llll\g ul POC/..t:1 Joo~ I, 01745 Roof dips approximatel 4" at fi"ont end walt due to improper tield modi tication f po ket door frame. 26 __ 46 I lofJIJ1 appro, 1111'1 I 4'" I li'unu cnJ \I all Jut: to Impr pcr IidJ \ uilicati In ufp 'kCl dllllr rntme~, I. _01747  TAB 23 Type: PEMB Material Subcontractor: MBCI Deficiencies: Roofing System not installed per plans and specifications, and did not create a waterproof structure upon completion Corrective Action: Invoice # 4009549 - Ridge and closer strips Invoice #: 4009549 Cost to Correct: $167.05 Photos of Deficiencies: 1,3-4 Photos of Correcti ve 1-4&9-11 Action: ( )  I'IIBCIL ROUSTQN: HAAD-Y PO SOX "(00:23 1-400'1 wtaT ~AIWV OALLAS. TX1&i~0326 PO llQX3Ut'7 U9 HQUSTaN,TX 77060·11004 281.o&4!i·8856 PAGE SOLO TO: 151>0"" GL.tcJeRCAP fAA/'fAGI:MIfNT LLC l611S83:2 8· S GLACI~IlC1lJ>MANAOfMcNT lLC GlAC1ERCAP MANAGl!MENT US H I LOS C1iflMOS AA~ L 16/Ql AEUNfON Pl.. ell'!. I UVAUlE. TX 18801 l SUI1'E 100.0 p SAN .M!'roNlO, 1"X 782111 1'1"11 ~tOl 3M-ilQJl6 l' () ( 1xy Dowels at Existing Invoice #: 2 Cost to Correct: $2,500.00 Photos of Deficiencies: 76-77 Photos of Corrective 21-23 Action:  J 0 __ 1 7 5 ~lu:n28. 2 Boddie 8. • Brick L glGrade Beam oor k Exte sions • Pflaster Exten ion ·Pour Only" ~ ab (£poxyJDowel Installation) a es e os M AS uction Services lie  Invo' lUI n 8oe'C1eker 8111l0: INSl~rnclN, II nll lUlu 210. P, S Sl5 sa. 1 Sl1 $11 S JJ $9.000. $9, $108,721 00 S9S,OOllOO o /I ICho/lge Orden fHISPEIUOD IrOl + Bon WT-002) h 0 % of Stm:d ateri8I II tColunDl F On wr ~ll2) By: \,. d \-13 ,2111 6 7 'IT 5'2.000 II CUFtRm'lT PA CATHY RS JI{ JANUARY 28. 20104  -----------------------~- --------- ,.... <0 (; D UES Form CBU-002 FR M: Conll"nctor. Central Backhoe & Utilities, Ltd Remitan 10080 Broun Road 0: Ad~: San Antonio. TX 78254 ---------- 2 613012013 6I252().lJ A B C D E F G H Work Completed Materials Total Campi ted Relllinag [tern Description of Item cheduled From Previous Presenrly t red And red % BaJllDCe to Held # Value AppJic lion *(,Ilis Period (N t in D or E) 0 Date (pf-E+F] (GI Finish ~ G 0% I Mobilizalion $ 1.500 S LSOD S - S 1,500 lOO'l..;..YoOI- 1....;S'--_ _- 1 2 Concreto Demo $ 10 000 S 10.000 S - S 10,000 100% S 3---f"F~iirs~1t~D~oor:.:::::un~de~r-s-,---la-b-rO-ugh-.-i-n-----t...:S:---.:..:ll:..!,;.S:.::OO~..::-S--....:1.::.L.~500~I---_ 1--"::""- -_-~!-::~===::::::::::::-::::::::t$~::::::::::::~1 ]:'.1:5~O~0+-_____:.;LO""0""'%.I I...:S'----1 4 First floor top-out S 14,500 S 14,500 ~ - $ 14,500 100% S S - 5 Second floor rough-in S 8,500 S 8,500 $ - S 8500 100"1. S S - 6 Second noor Iop-out $ 8 500 S 6,000 $ 2.500 $ - $ 6,000 1000/. S 7 Overhead domestic wateT ( bose hibbs in bay) $ 9,000 S - S 9.000 S - $ 9,000 100% S - $ 8 Overl1ead air lines S 6.500 S - S 6,500 1--..::..---l..=...:..=;==-=:..==---------I-='--~:=-+-""----_____1f_=__------'=..::+-=-----+::-....-~:..::::.+_----.:.::.=;;.._=:-----+-"'-- - S - ' $ 6500 100% S - S - 9 _ _FF:::=ixt=ure=s:.:.:;I&:::'(I,c::uipm·:r..::::I~::..:'t'=---:"-:::---,- 1_ _.::.. -=-- ~S---=.I::J.O::;55;,.:;3_1 S ·---lr-=S'--_....:4~,OO~O"-I-'S~ ~_t-'S:c- 4:.:.:,0:.:.OO;:.. f - 38% -"'--_ _6:..<:5=5.::.. 3+=-$ ---/ La Chanj;te Order #2 Trench Drain .$ 13.718.$ - S 13718 S - $ 13,718 100% S 0 S II CbanAe Order ilJ Oil Separator $ 8,789 $ - S 5,000.S - $ :5,000 57% S 3.789 S 12 S - S - S - S • 0% S - S 13 S - S - S - S - 0% S - S 14 $ • $ - $ _ _-_.$ • Oo/c S - $0-_ _--\ I~ S - $ -.$ - $ - 0% $ - $ 16 S - S - S - S - oo/~I-s'-------I--'S'----_-I L7 S - S - S • $ - 0% $ - S L8 ,. • $ - $ - S 0% S - s 19 S - S - $ - S • 0% S - S 20 S - S - S - S - 0"10 S • S 22 s_---=-.-+:$:-_~-_1-~s====-;:~~~=====-=~==~OO~y.~IS~====~-~I-=~~==----I r--;;-;;21:---t------------+----+_=__ S - $ - S - Jl - 0%$ - S - 2J S - S - $ - S - 0%$ - S -:-----t-=----+--....::.:.;+-,'------+~---I ]A s - S - S • S - 0% S - S 25 S - S - _$ _ _-_.$ - 0010 S - S 26 $ - S - S - S - 0% S - S Total CBU-002 s 103060 S 52 000 S 40,7]8 $ -.$ 90,2\8 88% S L2,842 S  o high hove concre e Concrete poured Incorrectly, need positive ar drain WIll have to be removed. 81 J18 Tr n h dr In s t lncorre IV. too hlgl bove co c e. Con r poured incorr slop on the dr tn, cone ete n ar drain will have to be removed. 02 26  27 o TAB 32 Type: HVAC Subcontractor: Holts Mechanical Deficiencies: Fan Provided by SBS was too large to fit into opening of cupola Corrective Action: Purchase new fans because SBS provided incorrect materials Invoice #: c/o #1 Cost to Correct: $7,564.00 Photos of Deficiencies: Photos of Correcti ve 19 Action: o a 5522 RIITIMAN ROAD N 0 O. TX7 l 21Q-661-1 00 !'u 210-662-9U2 L'\CLQn6C TO nm PAcr-TIIATl'HE DAlVIP'EN OSBASCREEN Base PrOD1)98 . _ b i l l. . c _ 19 TAB 33 Type: Electrical Subcontractor: C&S Enterprise Deficiencies: Wiring installed by SSS was undersized and under rated to accommodate electrical load Corrective Action: Remove existing wiring to 120V wall outlet in hangar area, and replace with larger wire to allow for voltage drop Invoice #: 1123700 Cost to Correct: $1,875.00 Photos of Deficiencies: 84-86 Photos of Corrective Action:  ISS Remount Drive San Ai'lton Q, Texas 78218 : Los Cerrfto5 a ger Deficiencie • Remove existing Iring to 120V wall outlets! anger area, and replace with larger wire to allow or oltage dr p.-.$l,87S.00 • Reconfigure wall outfets and j-boxe asonry back ails i hanger area to reflect ngineerced ra elocate res i an ~r are 0 r . e>!r f.i gs i a er r