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HomeMy WebLinkAboutCOMA2025-004100RECEIVED: 11/06/2025 DATE OF ISSUANCE: 25-004100 "Sunbelt Rentals" 1035 Texan TrI #1 Install Solar Panels PERMIT #: BUILDING, PERMIT APPLICATION, JOB ADDRESS: 1035 Texan Trail Bldg 1 LOT: BLOCK: SUBDIVISION: ..... SUITE #­_­1­1 BUILDING CONTRACTOR (company name): Diversified Wiring Solutions, LLC CURRENT MAILING ADDRESS: PO Box 850187 CITY/STATE/ZIP: Richardson, TX 75087-0187 PH:# 214.350.5095 Va CURRENT MAILING ADDRESS: 1035 Texan Trail Bldg 1 CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 803-203-8112 Byron ill PROJECT VALUE: $140,000.00 FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? ELECTRIC X PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Installation of a roof mounted PV solar system on a newly constructed bldg USE OF BUILDING OR STRUCTURE: Office NAME OF BUSINESS: Sunbelt Rentals, Inc Total Square Footage under roof: N/A Square Footage of alteration/addition: N/A,11­111 U 1 hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with N/A State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) El I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. N/A Control Number: (Not required for 1 & 2 family dwellings) C3 1 hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas WA Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). &_a, PRINT NAME: Stacy Linderbaum SIGNATURE PHONE #,. 817.733.9972 EMAIL: admin@diversifiedws. CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL iTHE FOLLOWING IS, TO BE COMPLETED BY -THE BUILDING INSPECTION DEPARTMENT Construction Type: 4, Permit Valuation: $ Setbacks &,Ilroval to Iss6e Electrical Occupancy Group: Fire S 1 1rinkler: YES NO Front: i Division: Building Depth: Left: Plumbing ;A( Zoning: Building Width: Rear: Mechanical Occullancy Load: �L(ireasc Trap RiLht: Hood Plan Review Approval: Date: Building Permit Fee: Site Plan Approval: Date: p Plan Review Fee: .... .... ...... . .... . .. .... -- — - - -- ----- Fire Department: Date: E Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Deis artment: Date: Water Availability� Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: f Total Amount Due: PLAN REVIEW INVOICED 11/06/25 P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 0:F'RIMS6 PERMiTAPPLICATIONSI/02—R-.11104,510d,: 7,11109,4111,2/19 City of Grapevine Building - Commercial PO Box 95104 Alteration Grapevine, Texas 76099 817) 410-3166 Project # 25-004100 Project Description: Installation of a fixed rack -mounted PV solar system on the roof of new building recently constructed "Sunbelt Rentals" [ELECTRONIC REVIEM Issued on: 03116/2026 at 8:19 AM ADDRESS 1035 Texan TrI., 1 Grapevine, TX 760�� LEGAL Airport Crossing JV Wells Addition Bilk 2 Lot 2A PERMIT HOLDER Stacy Linderbaum nsLLFC (214) 350-5095 Y. Diversified Wiring Solutions LLFG (214) 350-5095 • 1. Final Fire Dept Inspection f. Landscaping ff A It "APPLICANT NAME (Individual) "APPLICANT PHONE NUMBER APPLICANT E-MAIL "NAME OF BUSINESS VALUATION What is use of Building/Structure? * CONSTRUCTION TYPE * OCCUPANCY GROUP DOCUMENTS - MISC 03 ZONING DISTRICT Fire Sprinkler System? APPROVED TO ISSUE ELECTRIC FEE *Building Permit Fee (Value) kow �J 91i�, Stacy Linderbaurn 8177339972 Sunbelt Rentals, Inc 140000 Office 1113 A-2/B/S-1 BUILDING PERMIT APPLICATION- Signed.pdf IFP-Sunbelt Rentals -Sealed Elec Racking Dwgs.pdf TDLR Response -Sunbelt Solar Project 2.pdf cc YES YES TOTAL PAID DUE $975.00 $975.00 $975.00 $ 1,500.0 $1,500.00 $1,500.00 READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO Page 1.12 MYGOV.US 25-004100- OW1 6:2026 at 8:19 AM Issued by: Amanda Robeson fii ♦ �r x i NOW MAN lNx a x x r ■.,x ■ r r * r x 1 . a x 0 *- tw THE DESIGN PROFESSIONAL tx RESPONSIBLE OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL March 16, 2026 Signature ate City of GrapevineBuilding Commercial Alteration Project # 25-04100 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUIL I E. "ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. ) Project address must be clearly posted at the job site. NOTES INSPECTION METRO(317) 41 -3010, CUT OFF TIME C . INSPECTION IS 7:30 A.M. --- CUT OFF TIME Q . INSPECTION IS 1 :30 P.M. PERMIT ISSUED IN ACCORDANCE WITH APPLICATIONIL IN THIS . MYGOV.US 25-004100, 03,161T026 a18:19 AM Issued by: Amanda Robeson VICINITY MAP �—PaoJE�TLa�A„oR PROJECT SITE ELECTRICAL ABBREVIATIONS PIZ— cl SUNBELT RENTALS CAMPUS -GRAPEVINE ROOFTOP SOLAR PROJECT SOUTHEAST CORNER OF TEXAN TRAIL & E. COPPEL RD GRAPEVINE, TX 76061 SYSTEM SUMMARY UL SIS'E1w 511E E IY111 A I L I A IIT.PIEI WNN — NITS1 11E IT, III ROOFTOP SUMMARY TABLE I 5JI. CI\DSCC..PAt CI TYRE 51 B, A: '-,•III : n• c '`:Ai„W. PROJECTTEAM III B10.0NK HILL ATINETTEENTNI CON' SCOPE OF WORK AC E. TORINGS11TER APPLICABLE CODES MEWD rE.o �'Ei"; enErvsAME.oMENrL GENERAL NOTES ASKIDFULL S BPON5N,I BUTT BBPAUEVIrHEA, SPEPFEBEPIIL E,FUINPp EITNrs JE IT,4SCIAE.11E/EIiiTUC.^.MPL'E'HE PNUJEEi ALM1MEPuL550.4LL EE .L LEC\ONCITUNA10 \,F CLALITTIE ERYPECEPEAT J MAIL FAIURER'SMATEIa.ECU.PME1-ETC SHA.LBEINS-ALECAE0. NAIIUII-ER'SFECGAI/RECATIJ'SNO ITRIITICINI s THE;OLEPTACTJR SLAL ISIORE FARILIARPPHA,L —LAID MCUMENTATION MR S,HE UIIJTIES ANC THE TO AL: Ex15-MC,"FIT IESITE Ui "ITLR,_ PN 0R?04VORKLE'IMMBICEMEII HE SUS,HD LI.:i0R5'IFISLLBEFivEfPOU510LG IN ITALLEINry T LAPP:CAB_ELICAL-ESSIRAwINAINERB, ER,NSEB., ENVIR3I4MEAPALREauIR_MENrs- A,IoFxLow Al:r srEaPEc FIcrxclE, AIICPEacn•.Es nEcnaolnc saFETr nllc PROJECTSPECIFICpA > A NOTES ELECTRICAL NOTES ,,. WIRE COLOR CODING E1 LocEwEE IEE II ELECTRICAL SYMBOLS -6 SUNBELT •`' SHEET LIST TIT o SHEET NA.E PAN P""o TITLE SHEET AND GENE L NOTED PV100 OVERRALL SITE PIN AGRnMPvPIl DO STRING WIRING P­ cor�vus TS PV101 INSTALLATION DETAILS _ NU2 CA -I f r N:IIEIE_ns III FITT _:i I .. .. - TT E, IL TII1=-. iig w O 0 z vi F a Q Of w ;TH ..; FI,LLI J ZW J U) w m w w h h E. COPPELL STREET SUNELT •`' � coRvus Ull rTr Q� ' ,...., w,� kip BUILDING 1 3 ITE-.,vE<1MIT m - E-1,RDOM -E -LBEL, � Z �T a C� U LU F— u L u) J FJ Z E- O w z I f9y l BUILDING 2 siiEvu�N-��tkA« .� ROOF PLAN OVERALLCONDUIT PLAN RMIFFT Ull I NFIT�GTGICAI - lilF DIAGRAM Ull BIT— RAD JS - P, -E DIWETER CR 2 :F VITIO-ER $ AREATEM X IITT IT 11 BODULD CONNECTOR DIRE BEND DETAIL T A D.,NMUMRARbB�,8,1,kPE BA, METER. DR TE 4 BECOME J BOX NINE BEND DETAIL TS —LlR 7 N- . —ITNTIRM DETAIL TB 1 1-11 lull I T., 12 WIRE CLIP - PV ATTACHMENT DETAIL N T 111 -- , I �l LU I I I,TIlT C'111111-1 5E -1— —Il 11T.T "­� , �.l T, All L=11 I -11111 Tll 11-1- T,l T- 11EET 'M ELET"��T �„111IECTI'P � D 11,Tlll �"111�11V, 1�� � lllul,�'11� UE-11 VI lEll lEllUl 1 5 DTYTPsAI. MODULE TO MODULE W IRE ROUTING a,L' EI:j IT-11 T. 11L RMIFFT -------- --- rl) k— , Ull U111—A I'll T--E IT DllTl'lTftl'-' "IS Rl IT —1 El 3 NWIIRSE CLIP - WIRE MARAGERENT DETAIL 0 V) Y) 0- �5 Lu < Q z V) 0 Lu Lu Im z V) .� DG CONDUCTOR TAPE OE-1 TS (D&F) 4 INVEAT RTER DETAIL-ROPEONTAL-MOUNTING eoulcmexTavaxauE 2 NiD AL ROOFTOP,DONDUIT SUPPORT DETAIL F- '� xn (D&F) 3,NTs ROOFTOP PULL — SUPPORT DETAILS CORVUS Cl*� 3 0 V) Y) v� 0 a a r a o U Z J LL O a Q F Lu F J Z W In Z V) ,111 11 11 11 0 N . . ..... IFI 111111 1111 D III 1.111 11 �l TI I I I I IC -s 11111C B, �TTt "OU B E, UNGROUNDED PV SYSTEM -ELECTRIC SHOCK HAZARD - THE DC CONDUCTORS OF THIS U) PHO-C SYSTED ARE U-1 UNGROUNDED AND MAY BE ENERGIZED J) (D < 0- z Q PV ARRAY DC DISCONNECT u) 1� 131 Pv IC ypv Dv I ..PK NG ON B.EA.............. TO.AND -D EQU I.E IT z LU AN Ul U.1 LU F I ECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD Im 0 z IIAIR 111-11111DICIT11, lE A GROUND FAULT IS INDICATED, PV ARRAY DC DISCONNECT G NORM -GROUNDED NORM ILLYCHOUNDED R GO CONDUCTORS MAY BE CONDUCTORS MAY BE OK HAZARD A" B OTT. CH FFBNAT LEGROU NDED AND ENERGIZED UNGROUNDED AND ENERGIZED TERNINALS ON BOTH THE LINEAND P LOAD R! ry OJ AC A',D DO D�OINBETTE J� ETYPICAL DISCONNECT FIGNAGE NTR 11,, UI,,.,..,II - - - - - - - - - - - - - - - - - - 1"1 1 - - - - - -- - - - - - - T, L� . UD.11GSG.l—GGD,—M NTE 2 N�TPSCAL FV MODULE GROUNDING EANELGI— ICLAWFG 10 DEGREEJIUT RACKING SYSTEM PROJECT: SUNBELT RENTALS CAMPUS -VOLTAGE DROP 2025.06,11 BY ABUBAKR MOHAMED Branch(B)or STARTING CONDUCTOR CONDUCTOR #PARALLEL ON&WAY CIRCUIT Vd,oa Feeder (F) EQUIPMENT ENDING EQUIPMENT CONDUIT MATERIAL MATERIAL FLA SIZE (AWG or SETS # PHASES LENGTH VOLTAGE PF (Volts) Vd, (%) Pass/Fail kCMIL) (it) B PV-INV-I ATS-LS STEEL COPPER 43.5 6 1 3 230 480 1.00 8.5 177% PASS in PV900 D C B Site Design Criteria - Flat Roof PV System Basis of Design Roof Llve Load (psf) 20{,,, foot Ground Snow Pg (psf) S Flat Roof Snow (pef) 5 W,nd Design Data Basic W,nd Speed (mph, 106 R,sk Category II Wand Exposure C Earthquake D,S,,P Data Rsk Category II Importance OOc ,,le} 100 Component Imp.,ir— Factor lip) 1 0 Design Spectral Acce1—fi n Parameter(Sde) 0110 Design Spectral Acceleration Par,meter(Sd1) lIF. Base D—R, Shear = Fp l W NIA (se, footnote 2) Response Modifl-,t Factor(Rp) NIA(See footnote 2) An,lys„ Procedw, NIA (see footnote 2) Design Coda (.11, bcal amendments) IBC 2021 ALTERNATE DESIGN METHOD eS 7 6 6 GENERAL NOTES: i ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION PROVIDED BY CUSTOMER PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING DETAILS AND ARRAY LAYOUT CONFIGURATIONS ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY CUSTOMER AND INSTALLER, ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT WARRANTY 3 ARRAY SETBACKS" ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PACE OR ON ADDITIONAL ARRAY BALLAST PAGES 4 REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION, 5 SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST BLOCKS FOR MAXIMUM SYSTEM POINT LOAD SUMMARY FTS,, REFER TO CALCULATIONS 6 PANELCLAW ANDIOR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM SUPPORT STRUCTURE TO BE CHECKED BY OTHERS ] ALWAYS ALLOW A MINIMUM OF 6 CLEARANCE BETWEEN NEIGHBORING SUBARUO'S,6" BETWEEN SUBARRAYS AND ALL FIXED ROOF OBJECTS AND TBETWEEN SUBARRAYS AND ROOF EDGES REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH MAY GOVERN DESIGN SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PREDICTED MOVEMENT HAVE THEIR OWN CLEARANCE REQUIREMENTS REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS B BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS 3-3/4"THICK MAX.]-518'1 VS' WIDTH, 15-5161118" LENGTH 9 IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON -LINEAR RESPONSE ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE PANELCLAW IS NOT RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS 10. DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX 25H, OF WIND SPEED DOCUMENTED IN SITE DESIGN CRITERIA TABLE DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES 2 SHEETINDEX NO DESCRIPTION PC -I COVER SHEET PG-2 PROJECT SUMMARY PC-3 ARRAY SITE MAP 1c, TYPICAL ARRAY DIMENSIONS PC-5 ASSEMBLIES PC-6 RACKING COMPONENTS PC-] BALLAST LEGEND PC TO PC-10 BALLAST LAYOUT -1 TO 3 _PC-11 MECHANICAL ATTACHMENT DETAIL THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY THE INSTALLER IS RESPONSIBLE FOR THE SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION THEREFORE, THE INSTALLER MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS {SEE GENERAL NOTE #10) TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL 1 STAMP _ - MIS D � NAB BEEN PBEPABED BY JTNERB AND —I— BY. '' CABDBO�TUBLEY BCOTT,e WAG Lv D :nworemw=22255 2242-3441 V panelclaw' RACKING CONSTRUCTION SET 1600 OSGOOD ST SUITE 2023 NORTH ANDOVER, MA 01845 TEL 978 688 4900 www panelclaw.com O C 00 K n w O B ALE SC erg a I'. ORIGINAL SIZE 36124" SHEET SIZE ARCH "D" PREPAREDFOR Corvus UnHed PROJECT. Sunbelt Grapevine (SEE GENERAL NOTE x2) THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS METHODS AND LOCATION TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS REGULATIONS AND A CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK 1035 Texan Trali, Grapevine, TX 76051, USA SHEETTITLE COVER SHEET .�'S7`F`'�'"I�,_f"�k^w`Ei, „;:�"yI"Lv1 0 REVISION SHEET 1 ' PC-1 5 ? 4 3 2 1 CM lug C 4 B A 8 7 6 5 1 4 SITE MAP A SCALE NTS PC-2 8 7 6 25 e821C 63�1 viO940 3 2 1 STAMP PROJECT SUMMARY C L TYPE ZNSHIHE SCLLAR Z A17—R01 J454YO ap Y9'"n LPHLUA +' IMENS owslNl 89 6sx11aNIJMBEF IF MOCCLE V�'ATTAGELIW SYSTEM SIZE (kW A— 432 MIS OMIIMND HAS BEEN PBEPMED BY DTNEBB AND PEVIEWED BY: SYSTENT WE. -HT ILB) S YSTF.M AREA ISO FT ( 275 p g25-0242-3441 "In AGGREGATE SY STEM LOAC,PSF ARRAY TI_T,OEGI 119 pal elclaVY' RACKING CONSTRUCTION SET 1600 OSGOOD ST SUITE 2023 NORTH ANDOVER, MA 01845 TEL 978 688 49M ow olo oopreo-no,:, W_P_,,,,aw.rom PROJECT PART QUANTITY 1-1-2 184 �^- oo �ooco� <.000r+ao4 lee s.n"n ems r - o C RaI,�•,,, ]W6e95 263 SOR's, LIFE ry o� - � znooearos nn eon cowcBETE mAsoN Rv uwT r1:A seT a °� 0 MECHANICAL ATTACHMENT f OTHER PART QUANTITY mo Tao .- TITLL 11"ANICALAIT PRIST 2 - 15 c B ANURT SCALE: ORIGINAL SIZE 36124" ............................................. ".::...,: ................................................... "'�.— SHEET SIZE ARCH ..D` PREPARED FOR' 1 Corvus Urnted PROTECT. ,II,I,.:',;-'.r,,.,l,,lno:••,: '.,,1.::: .:........:..I .. LI1, Sunbelt Grapevine .. (.. ^' LOCATION _ '' ,;..,,.,. .: ii,y :. tl�.,L, 1035 Texan Trail. Grapevine, p ', ., �r.�r'pr: :n ..� ,�,: �." .. TX 76051. USA ...: ';, ,F :: ol .::, SHEET TITLE - --ryry PROJECT SUMMARY ,� p-. v";..-----rr-^^---- ..� x4e"v.."�'8',fs'S. e�'M.p*il'i ..e ^Wig`(;.. .=-„'ke:T..&�,.X Sj; REVISION (SHEET PC-2 3 2 1 8 7 6 5 4 3 2 101 c 4 B A — — — — — — — — — — - - - ----------------- IA' \ \ 114' \,\ 4 6 UK ARRAY SITE MAP A NOTES: SCALE NTS PC -3 I ALL DIMENSIONS SHOWN ARE BASED UPON INFORMATION PECYVIDED TO P NELCLAW FIELD VERIFY ALL DIMENSIONS PRIOR ED CONSTRUCTION OF I HE SOLAR ARRAY NOTIFY FANELOLAVC OF ANY DISCREPANCIES 25182r,0 1�1 K r4F 4 EXISTING ROOF PERIMETER ARRAY (TYP) ROOF SETBACK (TYP) KEEPOUTS (TYP) — ROOFNAME ROOFSETBACK ROOFILEIGHT PARAPET ROOFTILT (FT.)i) R"D I BEIRUT (1) (DEG) R-1 1 4 HO In . 14 F I KEEPOUT NAME KEEPOpT KEEPOLUE CLEARANC E BE HEIGHET (IN.) G—P I G—P 2 05 Y STAMP 1112C21 MIS E- PRENRED BY EK. AND REVIEWED BY: 9=' D :me =72-1.242 —A 4-4 7 6D panelclaw' RACKING CONSTRUCTION SET 1600 OSGOOD ST SUITE 2023 NORTH ANDO ER,MA01845 TEL 978 688 4900 c I 0 D o P B SCALE ORIGINAL SIZE 36"X24" F, F SHEETSIZEARCH 'b' we PREPARED FOR C-- Un,tnd IROIDCT Sunbelt Grapevine A �IIICANOI 1035 Texan Trail, Grapevine, TX 76051, USA SHEETTITLE RAY SITE MAP A?FOR D, S, REVISION SHEET 1 I PC-3 3 2 U C 4 B 8 ARRAY CROSS SECTION VIEW SCALE NTS 7 6 5 1 4 3 2 1 STAMP iF ses_s.ai 0 sns=s 1 oG tE LNSI a olumtW Hne BEEN PEo BY 1}IENB BEPMAND NEVIEWED BY: ECT242-3441�ox[v D V panelclaW y u II RACKING CONSTRUCTION SET NORTH ANON ST SURE2D23 NORTH TEL 978 6 8 MA D1845 TEL 9]86884900 II www panelclaw rom F ^IIII�oI — o C "u I Im o wI 11 II RAIL ON"L" SPACING IS ALWAYS ON TOP OF RAIL ON"S" o t^Po:E1cTEo IPnnilrrvE ii SPACING. THIS INSTALLATION SEQUENCE IS CRITICAL TO anrv[1wull:l SYSTEM PERFORMANCE. FOR MORE INFORMATION REVIEW THE INSTALLATION MANUALAND VIDEOS — — c B IS NIII,I1xlx,lw , SCALE: A ARRAY TOP VIEW 6 L' RAIL INSTALLATION: ORIGINAL SIZE 36"x24" PC-4 SCALE NTS PG 'I USE THE OUTER SET OF HOLESWHEN INSTALLING RAILS SHEETSIZEARCH"D" BETWEEN MODULES. PREPARED FOR y . Cpr Umted ._ ._ ............. PROTECT. RAIL DETAIL C Sunbelt Grapevine INSTALLATION MEASUREMENTS SCALE- UP, P'%'a AEBE S ''�, L '',, CAM SPACING' -_ MODULE DIMENSIONS UNITS min 4% 1.., 1FIL 53 A Inches in 1:6 11 111n 41 5:16 LAM SPAL,NG BHGWN ON ASSEMBLIES PAGE INSTALLED ARRAY DIMENSIONS A R C D G J K M INO P R UNITS Inches s,19 5565 475 10]06 117 ' 623 >>"1 320 .,31 3 C I .05:6 8 7 6 5 T PL PIN PT LOCATION UNITS min 21]t �1v4 30 :nches sa 69 4465 1,6 1035 Texan Trail, Grapevine, A TX 76051, USA W X THPA(DEG) .(All G.C.R.' SHEETTITLE s4. 6a 1n na. TYPICAL ARRAY GCR=IP1n,l/s DIMENSIONS _ q g`K':;.:k;x",..�".aFBF"=IS�' #^F'..,�'fl'T,.',«d i'@p REVISION SHEET 1 ( PC-4 4 3 2 1 B 7 I i® CAM SPACING ORIENTATION MARKER CAM SPACING DETAIL A C SCALENTS PC, STANDARD ASSEMBLY QUANTITY N-TH ASSEMBLY SCUTHASSEMBUT 24 MIDDLE ACEEAIH: Y 112 NORTH SOUTH ASSEMBLY Id rF A., 11S, III IN INI, 11CI F 11.F IUI 11IN 11.-F4.1 o ` ORIENTATION— MARKER — ORIENTATION BASE HOLE "2" B MARKER B BASE HOLE "2" — p ALE SC C uo� sR L'1 ICI ORIGINAL SIZE 36"x24" SHEETSIZE ARCH "D" PREPAREDEOR BASE HOLE "3" - � Corvus United SOUTH ASSEMBLY A NORTH SOUTH ASSEMBLY E ORIENTATION � SCALE Nis PC SCALE NTS "S MARKER PROJECT. Sunbelt Grapevine q r LOCATION Q BASE HOLE "2" BASE HOLE "3' - BASE HOLE "1" BASE HOLE "3" -BASE HOLE "1" BASE HOLE "3" Y r BASE HOLE "1" BASE HOLE "3" Y 1035 Texan Trail. Grapevine, A 4 �gy, A TX 76051, USA SHEET TITLE ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER -- EXAMPLE ARRAY CONSTRUCTION r ASSEMBLIES E a �y { '�"k �y g }' SCALE NTS PC-5 APPROVED li 7RO tPEl6d'"F�„.R C,.I+'+.„^1 �3N �rb;��A.m"A,,, IpCiN REVISION SHEET ' PC-5 21 ne 21,a B 115, Y �.3oa4o 6 oM 5 ? 4 3 2 1 6 GAMSPACING Inches _53A 5 j 4 ORIENTATION MARKER 3 2 1 STAMP UI"II"II""Y"0"Y"0"Y"0"Y"0"Y"0"Y"0"Y"0"Y"IYYYYYYYYYYYYYYYYI"0"Y"0"Y"0"Y"0"Y"0"Y"0"Y"0"Y"0""Y1YYYYYYYYYYYY^ YYYY�"0"Y"0"Y"0"Y"0"Y"0"Y"0"Y1YYI"0"Y"0"Y"0"Y"0"Y1YYI"0"Y"0"Y"0"Y"0"Y1YYI"0"Y"0"Y"0"Y"0"Y1YYYfiu r ��p +'off .n,� - - - -- - - - AND HAS BEEN PPEPMED M �.. — III JTNENB AND PEVIEWED EY I—Tn�2 0244234aiwoelr D WuN RACKING CONSTRUCTION SET 1600 OSGOOD ST SUITE 2023 NORTH ANDOVER, MA 01845 TEL 976 689 49M w panelclaw. o C J C n NORTH ASSEMBLY S MARKER v SCALE NTS PC MIDDLE ASSEMBLY C SCALE NTS PC-5 v C NOT] EXAp PAGE REFIL REFE SPEC B Q DEFLECTOR SCALE NTS 8 z51821, iC f3�5 8 7 6 EXAMPLE RAIL AND BLOCK CONFIGURATION, A SCALE NTS PC G PC 6 7 6 vi 0 940 5 1 4 3 2'', 1 STAMP I17=1 "" i e E VIED BY DTNERB AND REVIEWED BYR .. =..I- -- "I -- CAM CLAW a .: p rox cwxtt'nssa ory mxc�wu �re�w o � n..C_71 E -f ­ T^C i� ' SCALE NTS Pc=, wa.�A zs oza :+e ewac* - 2-3441 71 °^ panelclaw' RACKING CONSTRUCTION SET 1600 OSGOOD ST SUITE 2023 RAIL RAIL F SCAT ENTS PCA 5 ? 4 CM NORTH ANON ER, MA 01845 TEL 978 688 49M www paneldaw.rom CAM BRACKET C SCALE NTS PCC, n — DEFLECTOR , J _ n 5. TRANSPARENT MODULE o 7. o BASE D SCALE NTS PC-F --� r B W � SCALE: o II ICI ORIGINAL SIZE 36' x24 SHEETSIZE ARCH'D` PREPARED FOR C.—n, United PROJECT. Sunbelt Grapevine LOCATION 1035 Texan TrRI, Grapevine, A TX 76051, USA MODULE CONNECTOR E SHEETTITLE SCALE NTS Pcs RACKING COMPONENTS �FF �r"AA �y' JJ 44,,� ��^^^^ MM �pp �w3,�:^�m S';-`.y..e��'M'�E ;D FOR '�.ew�...d Ue4 S " :7"v�.�,s""i..'.,;•.I�...�Pi W REVISION SHEET PC-6 3 2 1 4 7 5 1 4 MODULES LONGER THAN 2100 MM WITH 7 OR 8 BALLAST BLOCKS REQUIRE MECHANICAL ATTACHMENT TWO (2) RATES AT INDICATED LOCATION 0 AT — — — — — — — — -- &---- gll^I FFI�77S71'7"--F_ --7 ALLAIT VT-�DUANTFFYNOF BALLAST BLOCK INSTALLED BE UNDER MODULE BQUBATITY li 11 NO BALLAST QUANTITY SHOWN. DO NOT PLACE BALLAST SEE INSTALLATION MANUAL FOR NOTES ON a INSTALLING MORE THAN FOUR BALLAST BLOCKS PER MODULE 1 1 -------- jil II 01 NOT INSTALL ADDITIONAL RAILTO HOLD BALLAST MODULES WITH NO BALLAST SHOWN II III 1 1.1 1 J L IT NOTE EXAMPLE BALLASTAND ATTACHMENTS SHOWN ON THIS PAGE ARE FOR REFERENCE E ORNLY FEE RTOBAL�STMAP SHEETS FORA RRAY SPECIFIC AU-AST/A17AC MENT REQUIREMENTS ieR RE ARRAY CROSS SECTION VIEW SCALE NTS ARRAY TOP VIEW SCALE SHE PC-7 STAMP T �TlI 911712025 .a. 9=0 =1=72=242-3S747 6D paneiclaw' RACKING CONSTRUCTION SET 1600 OSGOOD ST SUITE 2023 NORTH ANDO ERMA01845 TEL 9]8 688 49M WWY, P—I'l--. SCALE: ORIGINAL SIZE 36"X24" SHEET SIZE ARCH 'U' PREPARED FOR GTE— UHRnd PROJECT. Sunbelt Grapevine �IOIATION 1035 Texan Trail, Grapevine, TX 76051, USA SHEETTITLE BALLAST LEGEND FOREVISION I SHEET 1 PC-7 6 5 4 3 2 1 8 7 6 5 1 4 v C 37 60' .......5...... 4 4 4 7 4 4 6 8 4 4 7 8 4 4 4 ( 4 7 7 4531 4 4 8 B 8 ( 6 8 8 4 8 8 7 8 �81 A BALLAST LAYOUT - 1.1 j SCALL iln"= I'� 1— 8 7 6 250826 ii S3�1 vi0940 3 2 1 STAMP Y1712025 BB 8 OMIMND B BEEN PBPREPAREDBY �jNA AND PEVIEWED BY: ARRAY 1.1 ROOF w�v D INFORMATION, :me n 25-0242-3441 ROOF HEIGHT JET) 3.. '': PARAPET HEIC—TT1 40 /1 (f ROOF RLT UIEGi I ~/ ROOF TYPE PVC '' p� SPECIFICATIONS paneiclaww NUMBER OF MODULES 32 RACKING CONSTRUCTION SET MODULE PUWEf2 (WI 540 1600 OSGOOD ST SUITE 2023 ARRAY OUTOUT IKwi 1728 NORTH ANDOVER,MA01845 ARRAY AZIMUTH 180 TEL 97868849M www panelclaw.rom PART QUANTITIES ITEM O - Base ]4 M-0. Conn=.c.or o4 r:.,i rn, ni„rnruni-r, r.rr.ri : Rail 114 _ Cam tiI .am Claw 6a p C ry Deflect., 32 Ballast Bich !PA Mechanical Atiac:inreni V _ LOADING DETAILS u SINGLE MODULE WiIL6J Op 'I _ d SINGLE CMU ALL PBI 2211 TOTAL ARRAI WTiLB) RIPI ARRAY AREA ISO ETI 1103 ARRA)"LOAD 'PST) - RP 0 ASSEMBLY QUANTITIES '' p ASSEMBLY CITY NORTH ASSEMBLY 10- SOUTH ASSEMBLY- MIDDLEASSEMBLY 44 NORTH SOUTH ASSEMBLY 0 _ C B CALE: u. ��.... ml olrtt 'i''............ ..... .. .. .. .. .. .. .. .. .. .. .. .. .. ....: SIZE ORIGINAL SIZE 36%2 36104" i;.` SHEET SIZE Ury!M;1N'Y PREPARED FOR' C.1— Umted F - - E PROJECT. Sunbelt Grapevine LOCATION - - - - - - - - 1035 Texan Trail, Grapevine, A �,,, TX 76051, USA Ef ,,.� __ „- p.. -.,.. . ,. SHEETTITLE BALLAST LAYOUT -1A p5 t @ ."'Auki xg'"g.;"tlM�L�'. ,!-.'O4.g1 REVISION SHEET PC-8 3 2 1 8 7 6 5 1 4 3 2 1 STAMP' Y1712025 �_r l MIS iWe BP OM1MN0 EEN BEPMED BY IERB AND PEVIEWED BY: D D ox[v ARRAY 1.2 ROOF :me vroa*waeEx E-242-3441 INFORMATION, ROOF HEIGHT JET) 3000 /1 (f PARAPET HEIGHT (FT 1 46 ROOF TILT IDEG) i ROOF TYPE PVC pa eiclaWa SPECIFICATIONS RACKING CONSTRUCTION SET NUMBER OF MODULES 32 1600 OSGOOD AT SUITE 2023 - MODULE POWER IWr Gull NORTH ANDOVER, MA 01845 ARRAY OUTPUT tRwI 1729 TEL'97868849M ARRAY AZIMUTH — www Pa I'I —. - PART QUANTITIES ITEM GTY Bace 74 M-11O Cnn O-1 fix C 64 C ry yam Claw 64 DPAP010' 32 Ballast U." Bb V LOADING DETAILS u SINGLE rt1000LE W1IL61 694 _ d SINGLE SYR WT;LB) 226 TOTAL ARRAI WTLBI IAO ARRAY AREA ISO FTI IRS AR LLOAD 'PST) - 504 ' 37 60' o 7 4 3 3 3 ASSEMBLY QUANTITIES p ASSEMBLY QTY NOR*H AssemBLv 1a 4 ( 2 2 1 3 SOUTH ASSEMBLY IO B 4 2 1 1 3 MIDDLE ASSEMBLY 44 NORTH SOUTH ASSEMBLY 0 - e B 32 >s 5 ( 3 1 1 3 SCALE: 3 2 1 3 ORIGINAL SIZE 36124" SHEET SIZE ARCH 0 2 1 3 Yi, ' „M PREPARED FOR _ - 5 ._ C—LIS URrtea �.i PROJECT. 1� F Sunbelt Grapevine u � LOCATION A It D 3 W' "^" 1035 Texan Trail, Grapevine, A TX 76051, USA SHEETTITLE BALLAST LAYOUT - 1.2 A BALLAST LAYOUT - 1,2 SGALt iln": i'-9" PG-9 -- 1 y "'Auk ��9�1..o '48 �, �•4� -E FF.>� .••"xd^ 'Pv)e R,mw d.r '�wJ' €" ii..P�. REVISION SHEET PC-9 21 IS 21, $ 63, 7 vsoa4o 6 cM 5 ? 4 3 2 1 8 7 6 5 1 4 ■7 C �— 7507 z—� 4 6 4 ( 4 4 ( 6 B 4 7 36 34' 6 ( 8 6 7 - 6 I 7 7 8 A BALLAST LAYOUT - 1.3 j SCALL iln"= I'� PG-ie ' 8 7 6 2508260 S3�1 vi0PER 3 2 1 STAMP Y1712025 BOMIMND iWe EEN BY P �}PBEPM BED IERB AND PEVIEWED EY: D oxLv ARRAY 1.3 ROOF :me vroa*waeEx E-242-3441 INFORMATION, ROOF HEIGHT FTI 3000 /1 (f PARAPET HEIv9HT(rT I 46 ROOF TILTIDEG) ROOF TYPE i PVC paneiclaw' fir SPECIFICATIONS RACKING CONSTRUCTION SET NUMBER OF MODULES 'E 1600 OSGOOD AT SUITE 2023 MODULE POWER(W, 54J NORTH ANDOVER, MA 01845 ARRAY OUTPUT tRv+l 8 14 TEL 978 688 49M ARRAYAZIMUTH- www Panelclaw — PART QUANTITIES ITEM Ba."e GTY "tfi Module Connector 32 4,1 O 32 C ry yam Claw Ballast- A 32 93 V LOADING DETAILS u SINGLE rt1000LE WTILBI 694 _ d SINGLE CMU WT;LB) TOTAL ARRAI WT;LeI 22A 4398 ARRAY AREA ISO FTI ARRAS"LOAD 'PSF) 552 ]9] ✓� ASSEMBLY QUANTITIES _0 p ASSEMBLY CITY _ NORTH ASSEMBLY SOUTH ASSEMBLY 4 _ MIDDLE ASSEMBLY NORTH SOUTH ASSEMBLY I Li _ C B SCALE: ORIGINAL SIZE 36124" Ihll SHEET SIZE ARCH"D" r y PREPARED FOR / ''ll ICI ^Ii C—LIS United )'_;; I",'`"•' r..'Y,II^..� .a::, v;,^.. - - _ - - -- - -- PROTECT. cee Sunbelt Grapevine .VIL ":l" III " - �II'SE,-r••,-'c:'.:�". V., LOCATION ".I ,; 1035 Texan Trail, Grapevine, A TX 76051, USA - - rK ':+�•,, SHEETTITLE BALLAST LAYOUT -1,3 ."'Auk+ 9 t.r 'C✓ I{pF' ':"'Er„„°xP rw "lOr".f, y"O M1G REVISION SHEET PC-10 I 3 2 1 8 7 6 5 1 4 3 2 1 F`STAMP NOTE HIS DEDONLYEN SHOW TYPICAL 4,, -. ............................................Vjmi �,y :o;'^n RANSPARCNT PV m�l, THIS DETAIL IS GENERIC IN NATURE AND IS SOLAR MODULE MECHANICAL ATTACHMENT ASSEMBLY MECHAwcALATtnCHMENT'ty��'+yi LOCATIONS. REFER TO INDIVIDUAL ARRAY SOU IT EDGE ApaucnnoN LAYOUTS FOR REQUIRED LOCATIONS. CENTERED BELOW MODULES - - > `✓i MECHANICAL ATTACHMENT I-" ''' III OTNMEN ERB AN PR —RED W INTERIOR A- CAT ON _ 011 D 'J CENTERED BELOW MODULES �N - _/,1„�: III rylr� ea��y ^`eC�Tia D MECHANIALATTAILMENT R, ryryIIII P,"T"...u,..w SOUK EDGE APPLICATION _ �' xlwe[e 25-0242-3441 � CENTFflEO BETWEEN MODIR FS 42\_ panelcl CawN �" �piIlu RACKING CONSTRUCTION SET MECHANCALATTACHMENT .... „u 1600 OSGOOD ST SUITE 2023 --- NORTH EDGE APPLICATION V NORTH ANDOVER,MA01845 -- .. � CENT EKED BELOW MODULES f TEL'9786849 w :. MA STRUT 80LTED CONNECTIONS o w I C MECHANICAL ATi ACITN I l��/ MECHANICALATTACHMENT 82.4 min (3.25 in) 2o C INTERIOR APPLICATION — _ / F' / NORTH EDGE APPLICATION?flL ry ry CENTERED OETWEEN MODULES ��_�� 8 / CENTERED BETWEEN MODULES H -- MASI1DI ( 55.8 min (2.2 in) MECHANICALATTACHMENT 3TE PANELaawMANUFACTURED COMPONENTS LOCATION DETAIL A II COMPONENTS MANUFACTURED BYOTHERS d U-ANCHOR 2400 MECHANICAL SCALE NTS PC_11 ATTACHMENT-. MANUFACTURED BY - \� EXISTINGROOF SUII.DIJPVERIFIEDSYOTHERS. OTHERS \� FASTENERS DESIGNED AND PROVIDED BY OTHERS SIZE FASTENERS FOR REQUIRED WORKING LOADS. MECHANICAL ATTACHMENT o MASTRUT -- --- - -- °' WORST -CASE SERVICE LOAD (LB) - HORIZONTAL (H) VERTICAL (V) WIND SEISMIC WIND 0 0 496 - -' MAXIMUM ALLOWABLE LOAD (LB) rc B l B HORIZONTAL (H) VERTICAL IV) o MA STRUT MCLARDWARE i By- - /. ! a 650 525 SCALE: 16MMLENGTHBOLI 7' 3/8-16, 30455 = F I I 1 HORIZONTAL LOADH MAY ACT IN ANY DIRECTION HEX FLAN6t NUT \ 'ITWASHEft 2985m; 1(2.6 m} 2 WORKING LOADS=ALLOWABLE LOADS(, C. NON -FACTORED) PREPARED INAL SIZE 36X24 CH 3(8-i6 3J4S5 HARDWARE IT BRACKET (11. ;5 in 1 ';- 4.$3 in 12""LENG rH dOLt U-ANCHOR 2400 Corvus United U ANCHOR —0 8-e 64 min TO 251n) MECHANICAL MECHANICAL AT fACHMENT PROTECT. STRUT BRACKET MECHANICAL MECHANICAL ATTACHMENT COMPONENT DIMENSIONS ARE PROVIDED Sunbelt Grapevine Il FOR REFERENCE ONLY AND SHOULD BE VERIFIED WITH ATTACHMENT MANUFACTURER PRIOR TO FASTENER DESIGN. LOCATION. A IIJ 1035 Texan Trail, Grapevine, A I� TX 76051, USA SHEET TITLE MECHANICAL MECHANICAL ATTACHMENT DETAIL B MECHANICAL ATTACHMENT DETAI. c ATTACHMENT DETAIL SCALE N T S PC-itSCALE NTS PC-11 AP ; y py ,;,lyI FUR ,.9O,'+3;L C REVISION SHEET 1 PC-11 8 5 4 3 2 2508260 635 7 v30 MG 6 CM ? '�' ]_