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31B-043 (3) Engineer/License Holder: MOUNTED SOLAR MODULES MOUNTED TO ROOF ON 2 ARRAYS UNDER SOLAR MODULE 46-260W MODULES W/1 SOLAR EWE PIED PER MODULE NEC 690.34 18.75 ADC MAX PER STRING 8 x8' 2 5TR II O1 15 MODULES LI1 IN SERIES-350 Vmax JUNCTION I STRING OF 16 MODULES IN SERIES 350 Vmax F BOX D '3 STRINGS TO BE TERMINATED IN PARALLEL INSIDE COMBINER BOX Issued I Revisions NO. DESCRIPTION DATE Project Title: EXISTING 120/24ov 240V 1m - WYNN,JONATHAN ARRAY CIRCUR WIRING NOTES UTILITY 1001 MAIN BREAKER TRINITY ACCT R:2015-55786 METER 1001 BULBAR 0 COMPLIES WITH 1011 NEC COMBINER ProjeE:t Address' 1.)LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB = LOCKABLE 60A TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO DISCONNECT FUSED W/ 2$SUMMER STREET INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT 60A FUSES NORTHAMPTON,MA 01060 TEMP=—16C OR W/MAIN 60A UNFUSED PRODUCTION BREAKER LOAD CENTER DISCONNECT METER 2.)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED INVERTER BI C ON ASHRAE HIGHEST MONTH 2%DRY BULB 240V 10 240V 10 TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO Drawing TI(10: INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP 3XC `•_ PROPOSED 11.961SW 3.)2005 ASHRAE FUNDAMENTALS 2%DESIGN a SOLAR SYSTEM TEMPERATURES 00 NOT EXCEED 47'C IN THE UNITED STATES(PALM SPRINGS,CA IS 441'C) FOR LESS THAN DMwn Bv0Ar6 9 CURRENT CARRYING CONDUCTORS IN A .. 1 ROOF—MOUNTED SUNLIT CONDUIT AT LEAST 05°ABOVE 10/9/zags ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE EXISTING MAIN BREAKER LOAD /� SQUARE D SQUARE D DRAWN Information ICI OF 47V OR LESS(ALL OF UNITED STATES), _1..- CENTER INSULATED LINE TAPS `GY PIN: D222N PN: D222RB REwSED BY. '.. _ INSTALLED ON MAIN FEEDERS 4.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE NEC 690.64 - PERMITTED TO OPERATE WTH UNGROUNDED System Information: PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER TOTAL SYSTEM SIZE: 11.96kW NEC 690.35 TOTAL MODULE COUNT:'46 5.)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE MODULES USED TRINA ZSo A NEMA3 RATING. MODULESPECk. TSM-26o PDOS.a6 UTILITY COMPANY: NATT GRID CALCULATIONS FOR CURRENT GRRYING UTILITY ACCT M: WBB811023 CONDUCTORS UTILITYMEE: N: 9UNNO6 REQUIRED CONDUCTOR AMPACITY PER STRING [NEC690.B(B)(1)k (15.00.1.25)3—56.251 DEAL TYPE SUNNOVA AWG y6,DERATED AMPACITY PV MODULE SPECIFICATIONS AMBIENT TEMP:DERATING TEMP DERATING FACTOR: .76 TRINA 260(TSM-260 PODS W) R¢V.NO. $hl3el RACEWAY DERATING=2 CCC: 1.00 (75•.76)1.00�57.00A ImD 8.5 ' Vmp 3D6 57.00A'-56.251,THEREFORE WIRE SIZE IS VAUD VDC 38.2 A p6 THWN.2 GEC TO EXISTING GROUND ROD TOTAL AC REQUIRED CONDUCTOR AMPACITY 42.001'1.25=52.501 1. 9 B 3/4"EMT W/2 N6 THWN 2,l pla THWN-2,1410 THWN-1 GROUND AWG#6,DERATED AMPACITY C 3/4"EMTW 12-X6 THWN-2,1410 THWN-2 GROUND AMBIENT TEMP: 30'C,TEMP DERATING: 1.0 INVERTER 01-SE10DDOA-U5 RACEWAY DERATING`3 CCC: N/A DC AC D 3/4"EMTW/6 lDTHWN-2,1.110THWN-2GROUND 75A•1.0-751 ImD 30.5 Pout 10000 E 3/4'EMT W/246 THWN-2,1410 THWN-2,1410 TNWN-2 GROUND 75A'-52.501 THEREFORE AC WRE SIZE IS VALID Vmp 350 but 42 E 012 RV WIRE W/NB BARE COPPER BOND TO MODULES AND RAILS CALCULATION FOR PV OVERCURRENT PROTECTION VDC 500 Imax 52.5 SOLAR TOTAL INVERTER CURRENT: 42.00A Isc 45 V— 240 G 3/4"FMC W/346 THWN-2,1 N6 THWN-2 GROUND 42.00A•1.25=52.501 _60A OVERCURRENT PROTECTION IS VALID 2213 Allenwood Road 011-191-29'8 Wall.New lzrsq 01119 www.Trinlry-SOlarcom 3'-3' NEW PV SOLAR MODULE,TYPICAL UNIRAC CLAMP U.0.1. (REFER TO EQUIPMENT SCHEDULE I SEE SPEC SHEET FGR OETARU FOR SPECS AND QUANTITIES) - NEW MOUNTING FOOT/ATTACHMENT SOLAR MODULE SOLAR MODULE POINTS.TYPICAL (REFER TO ENGINEERING LETTER FOR SPACING AND DETAILS) x UNIRAC SOLAR MOUNT BEAM io¢ ISEESPEC SREETroROETNLS - NEW UNIRAC RAILTYPICAL UNIRAC"L"FOOT - (REFERTOTHEUNIRAC ONE LAYER ASPHALT SHINGLES _ CODE-COMPLIANT INSTALLATION SUNMODOFLASHING tsEE ErvcIrvEEas LErr_a POa—Cs MANUAL FOR SPECS AND DETAILS) sEE s T Ew 0ETA89 Al.SEALANT NEW END CLIP.TYPICAL FoR oErARS (REFER TO THE UNIRAC Z COOECOQ11I TINSTALLATION MANUAL 3.2.5 FOR SPECS AND wear /f' ---♦----- -- DETAILS) SOLAR MODULES SHALL NOT EXISTING RAFTER EXCEED PEAK HEIGHT. NEW MID CLIP,TYPICAL IRFFHRT.11,1NIER1 HFTTER PIP VECIFX.A (REFER TO THE UNIRAC COD ECOMPUANTINSTALLATION MANUAL 3.2.5 FOR SPECS AND ATTACHMENT&CLIP DETAIL DETAILS) PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF HEIGHT FROM GROUND LEVEL TO PEAK OF ROOF SCALE:NOT TO SCALE rypTE'REFER TO MODULE SPECS FOR SCALE:NOT TO SCALE SGLE NOT TO SCALE Issued/Revisions DC AC P 651 NO. NoDESCRIPT10N..er DATE p EP Project Title: WYNN,JONATHAN TRINITY ACCT N:2015-55786 Project Address: 25 SUMMER STREET NORTHAMPTON,MA 01060 Drawing Title: R2 PROPOSED 11.96kW U ■ O SOLAR SYSTEM Dmwing Information "i DRAWING DATE: 1019/2015 DRAWN BY'. IC REVISED BY: ■ - System Information TOTAL SYSTEM SIZE: 11.96kW TOTAL MODULE CCU NT. 46 MODULES USED TRINA 260 MODULE SPEC 9: TSM-160P.- UTILITYCOMPANY. NATLGRID UTILITY ACCT N'. .0088811023 UTILITY METER#: 97561638 DEALTYPE: SUNNOVA NOTES'. 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.J ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING. RBV.NO. Sheet 3.1 ALL LOCATIONS ARE APPROXIMATE AND REWIRE FIELD VERIFICATION. 4.) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE 0.1 i i I NEW ENO CLIP,TYPICAL(REFER TO THE UNIRAC OTY SPEC# INDICATES ROOF DESIGNATION.REFER TO INDICATES NEW UTILITY DISCONNECT TO BE CODE-COMK ANT INSTALLATION MANUAL ARRAY ORIENTATION ®,ARRAY SCNEOULE FOR MORE INFORMATION U� INSTALLED OUTSIDE ® #5 TRINA 260(TSM-260 PDO5.08) MODULE PITCH=40' SECTION 3.25 FOR SPECS AND DETAILS) RZ //�'� INDICATES NEW PV SOLAR MODULE.RED MOWLE3 +NEWMID CLIP,TYPICAL(REFERTOTHE UNIRAC 1 SE1ODOOA-US ARMYORIENTATION=83' I r�l I I',i INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS. ® CODELOMPLIANT INSTALLATION MANUAL MODULE IENTAION `J REFER TO EQUIPMENT SCHEDULE FOR SPECS. SECTION 3.2.5 FOR SPECS AND DETAILS) O ----- -1 +---- --- ------ OTHER OBSTRUCTIONS INDICATES EXISTING ELECTRICAL PANEL INDICATES NEW PRODUCTION METER TO BE NEWUNIRACRAIL,TYPICAL EP P (REFER TO THE UNIRAC CODECOMPUANT SOLAR ��O D IOCADO EMENT I S ED INSTALLATION MANUAL OR SPECS AND DETAILS J INDICATES NEW MAIN DISCONNECT TO BE TES NEW INVERTER TO Be NEW MOUNTING FOOT/ATTACHMENT POINTS. 2211 Allenwood Road 877 791 29'8 GROUPED WITH MAIN PANEL A INSTALLED OUTSIDE TYPICAL (REFER TO ENGINEERING LETTER FOR Wall.New«sry 07719 www.Tr niy Solar com REFER TO EQUIPMENT SCHEDULE FOR SPECS. SPACING-0 DETAILS) l� INSTALLATION OF NEW ROOF MOUNTED SUMMER STREET. 11.96kW PV SYSTEM 25 SUMMER STREET S NORTHAMPTON, MA 01060 ' Issued/Revisions VICINITY MAP SITE L13NO. DESCRIPTION DATE SCALE:NTS Project Title: WYNN,JONATHAN TRINITY ACCT#:2015-55786 Project Address: 25 SUMMER STREET NORTHAMPTON,MA 01060 GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ASERtEVIATIONS CONTINUED SHEET INDEX JS JUNCTION BOX PV-1 COVER SHEET W/SITE INFO&NOTES Drawing Title: 1.THE INSTALLATION CONTRACTOR L 8, THE DC VOLTAGE FROM THE PANELS IS ta. B)CURRENT PREVAILING UTILITY kCMIL THOUSAND CIRCULAR MILS RESPONSIBLE FOR I SlA_LEIG EQU MEW ANDFOLLOWINGALLL DISCONNECT ENCLOSURE AND THE DC STANDARDSPANO EQUIREMENTS kVA KILO-VOLT AMPERE PV-2 ROOF PLAN W/MODULE LOCATIONS PROPOSED 11.96kW DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 16 THIS SET OF PLANS HAVE BEEN kW KILOWATT $DINAR SYSTEM CONTAINED IN THE DRAWING PACKAGE-0 DAYLIGHTHOURE.ALLPERSONS PREPARED FOR THE PURPOSE OF kWH KILO- PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY. WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND L LINE MG MAN CIRCUIT BREAKER 2,THE INSTALLATION CETT LINORIS PHATTHEE IC MODULES ES WARNED NOT BE A.MD AS ONSI`RU TION DTaWIn Information RES EQUIPMSISLEDFOUWINGGA-L ENERGIZED WHENEVER THEY ME NOT BE GS UNTILAECONBTOINDIN MOP WIN DISTRIBUTION PANEL EQUIPMENT AND FOLLOWINGALL ENERGIZED WHENEVER THEY ARE OSS ED FOR R CONSTRUCTIOOINDICATE To MAIN LUG ONLY DRAWINB1, 10/9/2015 JC IN THE IONPLETE MANUAL ION CONTAINED EXPOSEDONS OF T. A LINOFORCONSHOWNOU MTD MOUNTED DMwry BY: IN THE COMPLETE MANUAL 9. ALL PORTIONS SYSTEM SOLAR 16 CERTIFIED PRIOR OUSE FOR BE MG MOUNTING REVISED BY 3,RE I-EI IBLE FOR FEANNGTORIb PHOTO E.LTARLYS ACGORDANC CERTIFIUCTIONRTOUSES. N NEUTRAL UNMRSSISLEFGR LDRAWIAND MAR NATIONAL ELECTRIC ARTICLE WITH CONSTRUCTION ACTNInEb. NEC NATIONAL CONTRATRICAL CODE UNDERSTANDING ALL DEWINGb, THE NATIONAL ELECTRIC CODE ARTICLE NIC NOT IN CONTRACT System Information: COMPONENT AND INVERTER MANUALS 690. NON NUMBER PRIOR TO INSTALLATION.THE INSTALLATION 10. PRIORTO THE INSTALL WS OF THIS ABBREVNTIONS S NOT TO SCALE TOTAL SYSTEM SIZE: 11.96kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE OCP OVER CURRENT PROTECTION TOTAL MODULE COUNT: 46 ALL COMPONEWSWTTCHESINTHEOFF INSTALLATIONCONTACTORSHALL ACP �TERNATINGCURRENT P POLE MODULES USFD'. TRINE 260 PCSRION AND FUSES REMOVED PRIOR TO ATTEND A PRE4hMTALLTION MEETING RB PULL BO% THE INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION A ALUMINUM WC PHASE MOOULEOMPA NAT LGE PD0508 SYSTEM COMPONENTS. PROCEDURES.SCHEDULES.SAFETY AND AF AMP.FRAME WC POLY-VINYL CHLORIDE CONDUIT VTIUTY COMPANY: AT'L GRID AFF ABOVE FINISHED FLOOR POUR POWER UTILITY ACCT#: e8821023 4.ONCE THE RHO VOLTAIC MODULES ARE COORDMATION. AEG ABOVE FINISHED GRADE QTY QUANTITY MOUNTED.THE INSTALLATION 11. PRIOR TO THE SYSTEM STARTUP THE AWG AMERICAN WIFE GAUGE R RIGID GALVANIZFO STFFI UTILI TY METER#: 97561638 GO TRACTOR SHOULD HAVEN MINIMUM OF INSTALUITION CONTACTOR SHALL C CONDUIT(GENERIC TERM OF DEALTYPE: SUNNOVA ONE ELECTRICANWNOHASATTENDEDA ASSIST IN PERFORMING ALL INITIAL JS SCUD SOUR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING RACEWAY,PROVIDE AS JSWBD SWITCHBOARD COURSE ON SITE. CONDUCTMTY CHECKS. SPECIFIED) NP TYPICAL 5.FOR SAFETY.IT IS RECOMMENDED BY THE 12. FOR THE PRIOR MAINTENANCE AND COMBINER BOX U.O.I. UNLESS OTHERWISE INDICATED MANUFACTURE THAT THE INSTALLATION ISOLATION OF THE INVERTS REFER TO CKT CIRCUIT WP WEATHERPROOF CT CREW ALWAYS HAVE A MINIMUM OF TWO THE ISOLATION PROCEDURES IN THE CURRENTTRANSFORMER XP TRANSFORMER RDV.NO. SM1eet PERSONS WORKING TOGETHER AND THAT OPERATION MANUAL. CU COPPER .T2 MOUNT 2]INCHES TO BOTTOM EACH OF THE INSTALLATION CREW 13. THE LOCATION OF PROPOSED ELECTRIC DC DIRECT CURRENT OF ABOVE FINISHED FLOOR OR MEMBERS BE TRAINED IN FIRST AID AND AND TELEPHONE UTILRIES ARE SUBJECT DID DISCONNECT SWITCH GAGE CPR TO FINAL APPROVAL OF THE rG DEWING 6.THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO APPROPRIATE UTILITY COMPANIES AND EC ELECTRICAL SYSTEM INSTALLER C TUBING ALLI BE INSTALLED FOLLOWING THE OWNERS. EMT ELECTRICAL MET CONVENTIONS OF THE NATIONAL ELECTRIC 14. ALL MATERIALS,WORKMANSHIP AND FS FUSIBLE SWITCH CODE.ANY LOCAL CODE WHICH MAY CONSTRUCTION FOR THE SITE V FUSE SUPERSEOETHENECSHALLGOVERN. IMPROVEMENTS SHOWN HEREIN SHALL GND GROUND T.ALLSYSTEMCOMPONENTSTOBE BE IN ACCORDANCE WITH: GET GROUND (CYCLES PER H2 FR EQUEENCY NCY(CYCLES PER • INSTALLED WITH THIS SYSTEM AE TO BE A CURRENT PEVALINGMUNICIPAL SECOND) 'UL'USTED.ALL EQUIPMENT WILL BE NEW ANDOR COUNTY SPECIFICATIONS. 3R OUTDOOR RATED UNLESS INDOORS. STANDARDS AND REQUIREMENTS GENERAL NOTES SO LAR IF ISSUED DEWING IS MARKED WITH A REVISION CHARACTER OTHER THAN'A'.PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABLTTY OF EQUIPMENT. 2211 Allenwood R.A 827-791-29'8 WAII,Nrwl y02219 —Triniy-5ola 1— TSM-PC05.08 / TSM-PAUIS 0 DIMENSIONS Of PYMODUICTSM-K&A US,08 ELI( 14( al d F-k'11-1.1 W"th 1--,lyp) 730 735 21 Q 245 F--011p,l 1 1-1 -P-,44) 0J-3 01t3 01.i 0f-3 0/.3 1-g--1-"-.v0c"�V..IV; �9A ?C,-.! 'C 4 'C'2 3c NC lrrx I C,I-1-1%) 7,22 761 7.89 )8s P.14 cvcr.clica VC11CSCA"tv: C 37.1 37.2 32'3 1718 Shctl C.c.,11 Currenldu IA; E.36 6,31 8.311 2.47 E110 Mldvl�EPAC-.)1,13) N 14.1 14J Ift 11,13 F Vcj- FLFCTNICA(DATA 0 NOV 7SM-230 TS M-135 ISM-240 1`11M-245 13M•25C ?Q?AGS 08 PC/7PAOS De PCMAOSO4 PCOFAIIISM. PC/PA04.04 woirm•m PoAw(Wl 168 1r., 27: 128 183 MC*MrA Pa.W VD11096 IV) 27.1 27A 47.7 27.8 27,7 MQAMVM Power Current[A) 6.20 AM 6.31 6.41 6.62 Open Cimult valloge(VI 33.9 34JO 3�4,j 34.2 34.8 Shawl Clm&At Current JA? 6168 6170 05 643 7.20 lkxA Vi.. MOCT,Iffodlonm al 10QWW.Amtgtfv Tempewlun ZVC WInd Sp.sd MV& E ME,CKANICALUATA E sow colls MuMcrotal"no 156*156mm 161riches) Oollwiordoftn 60 cells(6.101 ModvI a alm I nston 650-PP2- m 40m (464.9S-3905-1-57 Inches) +011=- A-A Weigh, 19,51;g 143.0 lb) Glass High l(amporancy s-lor glass3l.2rnrn(0.13 Inches) FromA. A.Vto*vW qlumtnlum al!dy I V 'IJRVI:rr?VMOOUIE ISM 230 PC!P&05.W, J-bar F 65 toW Cables/Connector Phoicsiollaic Tachnolloof oqblo 4;QMM1,4W"IrCh-es"), IOMM(n(39.4 Inchogli.M94 TEMPERATURE RATINGS MAXIMUM RATINGS "o-Vftq I on-n ting CMI 46-C(iml Operational Tompsolure -40-+85-C Maxilrown Swilem iowv oq" Te-F-kx.CSeffi7o-nlA P- -0.43%/'C vollope 603v ocuu re-P�ohjm z3otoctoM of V- ISA 13K 1)5 33r 43: JYJ AIWA Ah I I 10 V.3' 25 C1101): .4 C"� Mom t mi lC+) C E PV QYCLt j 1, s Mono Multi Solutions � r THE UNIVERSAL SOLUTION 15:37 MAX IFFICKNCY (� Module can bear snow loads up to 540OPo and 25O lA, wind loads up to 240OPo KAXpOWEROUTPUT -- >i. Guaranteed power output 10 YEAR PRODUCT WARRANTY High performance under low light conditions Cloudy days, mornings and evenings 25 YEAR LINEAR POWER WARRANTY ` llldepenclently certifled by international >�m certitication bodies =n urr•isrl Kr 190)Iri;so Sclar is m.cr'icai!Y Manufactured according to Intemniior?a! Ounf ly C) cind i=nV4-0r)Menl 1VI`.inagemenl Sy>teni StcindUrcjS ISO9001. IS014001 Icie;�tx-f n man-anrf chq 2,111 rt, npF « 1i It T:• JT LINEAR PERFORMANCE WARRANTY .. ., s .. _i,. r i)Y�•U; rl o, PAGE 51 GREAVES POWER DISTRIBUTION CU9AL BUG•BITES" u� SP 90'C Insulation Piercing Connectors LISTED need for conductor Insulation stripping No taping required after Installation cz , For copper to copper,copper to aluminum,or aluminum to aluminum applications For use on insulated conductor only IPC SERIES NAED CATALOG SIRE RANGE TORQUE CTN ' EST.SHIPPING -- NUMBER NUMBER MAIN TAP VOLTS BOLTS FT-LBS> QTY WEIGHT(lb,4) UNIT •-�` 13110 IPC 1002 VO-8 2-8 300 1 16 12 2.63 CTN 13107 •IPC 4006 410-4 6-114 600 1 13 12 1.90 CTN 13106 •1PC A020 41C-2 210-6 800 1 25 12 4,08 CTN 4' 1, 13109 1PC 2640 250-1 410-6 6co 1 30 6 4.17 CTN 13113 ]PC 3540 350-4/0 410-10 300 1 25 6 4.17 CTN 13114 IPC 3535 350-4/0 4/0 350-410 300 2 25 6 7.63 CTN 13116 t1PC 5012 500-250 10-12 300 1 25 4 2.85 CTN 13104 1 P 5025 500-250 250-4 600 1 55 4 4.05 CTN 13105 'I PC 5050 500-30D 500-250 600 1 75 1 2.64 EA CAUTION 13,106 •1PC 7550 750-500 600-350 600 1 75 1 2.62 EA Use Bug-Bites on '600 Volts,balance 300 Volts(for 480V grounded Y systerns)_ _ Insulated cable Only! t Not GSA oeriified Do not install on bare cable. Dual-Rated GUTTER TAP CONNECTORS !�� SP CU9AL High strength aluminum alloy 606146,tin-plated LISTED 600V 90°C Ley-in designed main conductor remains continuous Tap parallel or perpendicular to mains m GP SERIES NAED CATALOG CONDUCTOR RANGE_ APPROX.DIMENSIDNIS J�N)_ CTN EST.SHIPPING NUMBER NUMBER MAIN TAP H W L QTY WEIGHT(lbs) UNIT 13117 GP 2' 2.12 4 12 SOL 718 5.'8 1^!w 24 1.43 CTN 13118 GP 10 110-2 VO-12 SOL 1 3.14 1'l. 12 t.19 CTN 13119 GP 250 250-1/0 250.6 Ph, 1 h, 2'1a 12 2.54 CTN 13121 GP 350 350-410 350.6 W., 1'/, 21L, 6 2.76 CTN A 13122 QP SOD 500-350 500-2 1'l. 1'!. 311. 8 3.10 CTN For copper-to•copper, 13123 OF 750 750-500 500 500•2 2 1'1, 34. 3 2.5 GTN copper-to-aluminum, - ---- - -- aluminum-to-aluminum 'GP2 has slotted straws. Oxide-inhibitor is recommended for added corrosion protactIon. 600V 90°C Snap-on insulating covers for use with GP connectors For indoor use only GPC SERIES NAED CATALOG FOR USE WITH APPROX,DIMENSIONS(IN) ! CTN EST.SHIPPING NUMBER NUMBER CONNECTOR ' COLOR ' H YV L I QTY WEIGHT(Ihs) UNIT C 13137 GPC:2 GP2 :v-- ELLOI,7TM 1'.._ 0 46 CTN 13138 GPC iD GP110 GRr\y I 0 3116 CTN J� �j ��,1 '1� N 13140 UPC 250 GP250 RED 0 4 + I f� R , � 13141 GPC 350 GP350 YELLOIV' , ).42 CTN 11 j 13142 GPC 500 GP500 (ILUE I . 0.46 CTN }I 13134 GPC 750 GP750 1 ORANGE j �._- - O.bb CTN v✓ww greaves-usa.com 11 Heritage Park,Clin(on,CT 06413•Phone 850.664-4505-Fax 860.664.4546 TOLL FREE 1-600-243-1130(Outside CT) Single Phase Inverters for North America Solar, 7_ " t1 ' crf"tf1 I ii P Ncr lnM A(Pl✓ el 00P'u11 Ac oulpury'/V;L'Rc mill Nen; Ntiy'. 18 iQF-22S Ve, AC Output Vulte&Min-Nam-WeK 24C 2E4 Vac A*C'F'Ccuen'y M,n.-Norr-Ma>.' t 11,HI coVnjry-dw,[ U: Max (cnt,nwa Gurpul Current 14 1 • 451'" tA 4i'v 61 C•I 7a Utility U.cntlohrvit,lolznding Utbledicn,Country Crt,hpwrHu Yes The5holds INPUT- Recomn,ended Mu.CC Po-.w►** 4100 4fm (ism i 75W 124Ct 1640C V1 Y nllro4ivdjcl, Yes 1�qnjjp�t.�pl�pge Vw . ..... . . .... Nom.qC.Input V0fta.ge I . . 325(a 209V 1.350 LW 24DV Vd( Max Input Current— 31 13 1 37 20,9V is 21.5 33 0 Z08V 35 Ad: 17tD740V 30.5 0 240V Mate Input Short Circuit Current 30 45 Adr ,Reverse-Pala Yes Ground-Fault IsaWon Detection bWk.5e nitwit y MatdmuminverterEfficiency 97.7 98.2 98.3 98 98 98 is CEC Weighted Efficiency 97,5 99 97.5 CD 208V 975 975 97(D 208V i 97.5 A.0" , 97 ?Aqy NighttrinelPowrirr.nn5urn on I < 4 w ADD 17-IONAL-F EAT URES, Supported Communication Interfaces j RS495,R5212,Ethernet,Nkee optional) STANDARD COMPLIANCE in U."l,UL 1998,C.S.A.2.2..2 Grid Connection Standards lEEE1547 FCC p3 Ctal$i 9 INSIA�LLATIDN SPECIFICATIONS ... YJ."minimum,.1,9-3 AWG. DC input con'duit&ixe'/'4of strings AWG rangy I 3/4"minimum/I-Z strings/24-6 AWG I 4/4"minimum/1-2 strings 1 14 6 AWG Umenslons;with AC10C Safety 30.5 x 12.5)(71 3*0.5)(12.5 1 io 2 5�I) 77S 115 K�,59 In J` S%4t.c.hl 77.51.315 x 172 .775x]115 .191 mm Safety S%Yil.r,h 91.4 10.1 Ib J k& Cooling Natural Convection Fans(ospr replaceablPI Noise <25 <.50 d9A Min:M 3x.Op-rating.Temperature Range 13 to r 140 -15 U.+60 ICAN ve,sion'—-40 to-601 Protection RaLiog 1JFMA 3.R Vh,, ir z----w- 71s,7 7:11 Al" 'O'Ada,M- iI � " 4 '`'x' t r .1. •d1•., i . solar , olarEdge Single hale Inverters s _ 1 'y'"i �• k t C� r , For North America SE300OA-US/ SE380OA-US / SE500OA-US i SE600DA-US / SE760OA-US/SE10000A-US / SE1140OA-US ert , W9"Rgn�Y? rands. a� E F r t .r st !i { The best choice for SolarEdge enabled systems - Integrated arc fault protection(Type 1)for NEC 2011 590.11 romnliance(part numbers ending in•'-U') - S, perior rffirienry(99%) — Small lightweight and easy to install r n Dro,rDed bra,lei dull!-i nodule-12veI mor'itoring Internet connerhoo t't:ough Hhernet or Wire e,s — Outdoor and indoor installation — F:xed voitaFr,inv=rS er, uC/AC conversion only — Pie-else rnuled AQDC Safe!.,Svtitrh for faster installation www-solareogr' u<. REVr1DN. SNAPNRACK SERIES 100 ON MASHED L-FEET RE TI4NUSRFAACFS Ft1LSHED L- MINI�AI1M AND ROBUST CO4pOSMot4 SHINGLE ROOF ARE RECOMMENDED FOR OTHER ROOF TYPES� � SNAPNRACK MOWLE ATTACHMENT HARDWARE -SNAPNRACK STANDARD RAIL f S R TYP(ROOF A�TACIiMENTS SHOULD UNDERLD'Y*NT,- EMSEDDED INTO RAFTE ums) ROOF ROOpING MATERIAL,TfP• SNAPNRACK FIJSSHED L-FOOT- WAYS.r. ROOF STRUCTURAL MEMBERS SUCH AS STEEL PUR REV PART nuMe �`DESCRIPTfON. SERIES 100 CrIERVIEW,ON FLASHED F L-FEET sCALE: DNS $100 D01 - - �DffSIGNER GMcPhe9��_. M0.INSYREAM ENERGY CORPµ DRAFTER D Ry DATE: 120113 APPROVED BY -_ -1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION USE CARE DURING LEVELING SPACER SPACER INSTALLATION TO ENSURE THAT THE SET SCREW IS -1X A'-18 X 1"LONG -2X1j"-18 X 1"LONG ROUGHLY CENTERED BETWEEN SET SCREW SET SCREW THE TWO PIECES BEING JOINED R o , STANDARD SERIES 100 ■ ' A ATTACHMENTS FEATURE 3"OF VERTICAL ADIUSTABILITY ON ALL MOUNTING POINTS WITH THE USE OF 1"LEVELING I 10.5 SPACERS 9.5 7 5 8'5 THE FIRST INCH OF ADJUSTABILITY IS ACCOMPLISHED WITH SLIDING DETAIL A FEATURES BUILT INTO BOTH L FOOT SCALE 5:S CCONO�DOFF CLAMP RAIL HEIGHT=7.5" RAIL HEIGHT=8.5" B RAIL HEIGHT=9.5" B RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD 7"STANDOFF ? STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. FOR A SECOND ADDITIONAL INCH OF HEIGHT t_ r ADJUSTMENT,ADD ANOTHER LEVELING SPACER. USE OF _ ■ a t]; TWO LEVELING SPACERS NOT ■ J a I (; 5.4 TO EXCEED 10%OF 4A — ATTACHMENT POINTS ON u I ( 3.4 — L-FEET OR 10"STANDOFFS. RAIL HEIGHT=3.4" RAIL HEIGHT=4.4" RAR HEIGHT■5.4" RAIL HEIGHT=6.4" ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT n��p MAINSTREAM EI+ RGY CORP DESIGNER: _.G WPhWws SCALE. DNS PART NIMABER: DESCRIPTION. REV (JU IUI.U?- n4^a �•�••� ^^ "' DRAFTERS D RY-+ DATE S100 D06 SERIES 100 RAIL LEVELING F �• . DATE 120113 _ APPROVED BY NOTES: REVISION: -5/16"LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3:PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS CAN BE MOUNTED IN -BLACK S.S.7-9 FT LBS STEP 2:SLIP BASHING OVER -R ANY ORIENTATION 2�S.S.RANGE NUT AILS CAN MOUNT TO EITHER SIDE " OF L FOOT UPSLOPE VS DOWNSLOPE) L FOOT BASE AND UNDER ROW X 1 (OR 1.25' ( OF SHINGLES ABOVE SNAPNRACK S.S.BOLT AND CHANNEL NUT SPLIT WASHER S.S.LAG SCREW WITH BAT WASHER SNAPNRACK 2.5"MINIMUM EMBEDMENT STANDARD RAIL ���% !' IS STANDARD SNAPNRACK COMPOSITION ROOF FLASHING + STEP 1: BOLT L FOOT BASE TO ROOF WITH LAG BOLT t SNAPNRACK L FOOT BASE ! ROOF DECKING TYP. - r ROOF DECKING TYP_ j� FLASHED l FOOT MOUNTING POINT FOR S USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT / RAILS CAN BE LEVELED UP TO 3"USING r r UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. NAINSIREP,M1t ENERGY CORP DESIGNER 6MCPhB018 SCALE: Dm$ PART NUMBER: DESCRIPTION: REV I�JnV\J' �IINQ" PEN DETAIL Of,FLASHED L FOOT TO C - DRAFTER: DRyan DATE: S100 PEN D01 RAFTER r PV Mm nV Illyub w = _ _w ._,_ APPRovED er- 120113 Stavdess boll with Stainless Steel SnapNrack Bonding SnapNrack Standard Rail Split-Lock Washer Bolt wdh Split- .. Splice Insert Lock Washer + Adjus. I le EwnCinV SnapNrack ' .` Atliuslabte End SnapNrack / Splice C.4nrnp TGp OG1}tTQ11 Base r M,d clomp SnaPNrack SrwplVrack dnnoug SnzpY reek Stainless _.a r ;au%I Not Adjustable End `4 h 'mar Clamp Bolton, `.•_t Bonding Stainless Hardware with Bolt with AW, Channel Nut Split-Lock Washers Split Lock SnapNrack Bonding Washer Adjustable End Clamp SnapNrack Banding SnapNrack Banding Mid Clamp Standard Rail II SpSplic lee SnapNrack Ground Lug 10-E AWG- Copper Wire SnapNrack Ground Lug 7 Assembly (ONE REQUIRED PER ROW OF MODULES) - SnapNrack Bonding Unlversal End Clamp(UEC)Wave UEC Pull Strap UEC Wedge ' Stainless Steel Bolt~ velth Flat Washer SnapNrack Bonding Universal End Clamp SnapNrack bonding Standoff Clamp Assembly SnapNrack Serrated Stainless SnapNrack SnapNrack Bonding Rubber Sleet Flange Nut Bonding Channel Nut Rain Collar Channel Stainless Senated Stainless-- Nut Flange Nut Steel Flange Boll SnapNrack Stainless SnapNrack Mill Finish 92 Degree Flange Standoff L Foot -� Bolt SnapNrack SnapNrack All Purpose MITI Finish L root Standoff _ Base(1-kbl• SnapNrack SnapNrack Base Shown) +�. _ SnapNrack L Foot Metal Roof MITI Fin lsh ,. ,,.; Flashing Base Assembly L Foot Base SnapNrack bonding SnapNrack Bonding SnapNrack Metal Root base with Standoff Assembly L Foot Base with Flashing Bonding L Foot SnapNrack Series 100 Data Materials - 6000 Series aluminum - Stainless steel - Galvanized Steel Flashing Material Finish -Clear and black anodized aluminum -Mill Finish on select components Installation -Quick and efficient mounting -Adjustable hardware to ensure clean and level finish -All components bonded to ground with integrated bonding features Calcs. &Certifications - UL 2703 Certification - Stamped Structural Engineering Reports for all 50 States Grounding - SnapNrack Grounding Lug (One Lug per individual row of modules) Warranty - 10 Year material and worksmanship(download full details at snapnrack.com) Snap1\1 rack- . .;; (877) 732-2860 www.SnapNrack.com ty �try . , SERIES 100 ROOF MOUNT The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive down costs and improve installation quality on more than 350 MW of solar installations. � .. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient,visually appealing, photovoltaic(PV) �a . module installation system.Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL for Roof System In 4 Simple Steps: electrical continuity,eliminating the need for additional 1)Go to the online Series 100 Configuration grounding hardware,The System's components provide Tool(configure.snapnrack.com)and select an adequate bonding path which has eliminated the "Yes"for UL 2703 Listed need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 2)Identify Site Conditions(Array Tilt, Building Height,Roof Type,Wind and Snow Loads) Certification ensures that SnapNrack partners can provide the best in class installations in quality,safety, 3)Build array in the online Configuration and efficiency. Tool and automatically generate a Bill of Materials. • All bonding hardware is fully integrated into the components 4) Place order with your distributor.Purchase material for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together,no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel.no drilling of rail or reaching for other tools required(One Lug per individual row of modules) Patent Pending UL LISTED PV Mounting System 2703 _ _i_.ly SOLAR HOMEOWNERS AUTHORIZATION FORM Jonathan Wynn (print name) am the owner of the property located at address: 25 Summer St. (print address) I hereby authorize Trinity Solar, and their subcontracting company to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. This authorization includes the transfer/re-administering, and/or cancellation of any existing permits on file for the purpose of updating/applying with an alternate subcontractor. Customer Signature: Date: 6/30/15 Print Name: Jonathan Wynn Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe @aol.com Richard B. Gordon, P.E. President July 8,2015 Northampton Building Department Northampton, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing is 2x6 at 24"o.c.with 12'-6"span(horizontal rafter projection).This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister the rafters with a 2x8 using(2)10d nails 1' o.c. Use of (2)Guard DogTM FMGDO02 screws is approved, or equal shear strength of approx. 120 lb, V o.c.at areas where little space is available only with remainder of member secured with(2)10d nails V o.c. If do not sister,then install a 2x4 @24" o.c. knee wall over an interior bearing wall to limit span of rafters between supports to 7'-9". 2. Roof Loading • 4.33 psf dead load(modules plus all mounting hardware) • 33 psf snow live load (55 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Jonathan Wynn, 25 Summer St., Northampton, Massachusetts This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009, 2011 NEC, and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64"o.c.span along the rail between mounting brackets and secured using 5/16"x 3%" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the M-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, of MASS yG Optimize Engineering Co., LLC q° s 02 \Gti1POO© N Richard do , P.E. � °ONPN`cP� Massachc tts P.E. License No.49993 0 MECHANICAL, ELECTRICAL, &CIVIL ENGINEERING sSO4r".-�' htlC�r� �;?_'H'�� 1 is 1'•1{%.J%JlJ3'S.,�U i;/II:t,' "Gl"HPl'.' UIrIJCll arlui; lA u1':aI Cc' Aflidav ir, .Builders/C(intil;!Ci(ii'S�IrCtI"ICI?,r.5/�iurniJt YS _ :nliean �nfcrn.atiol: Please Print L,ecibh l•�c.'7F 'L�'lic,rpcc,�;rcCr'�£Yl'.`'lt T.•t:vii:.. � � � \ �3a � �` ,� !J. �- 1 Are Y<,u ar,empicyer`Checlt the S .rop1'ial( box_ 1 Type cf p1•ojeci(required';': I%zt r picyt-'N YI .l L e, 1 err e 14merai ccrbicic7 xrc i f 6 f.y�t �o,,ciicr I P- picyees Lfuii endier pX77-6me;. hsvc nirad the atlb-ccmtracicre Remcdehmg l 1 1 rrn g Suit proprietor C-7 pertner- lsattd cr the Sttachec See nt. f 7. ship End hive Mc empicyce: Sue-CaTtlaCtorS hEVE - D®ncli nn vurxvfg for mein try capacity. cnnFioyt es Era r,vvE workts 5• :]ding Edditicr INC tivcrk®:'carp.ins:,rentt ccJnp.in_�uranee. required.] we Ere a tct{nyaM&M raze it: i6. >=it�circSl y�air.or€edition: 3. 1 am s homeowner doing ail work V officers have exercised their 11. Plumbing repairs or additions. myself.,[No workers'comp. right ofexemption per MGL 12. Roof repairs insurance required.]t c. 152, §7(d),and we have no 13. employees.(No workers' insurance required 'Any applicant that checks box N1 mast also tiff out the melon below showing their worlm-con4mundep policy information. t Homeowner who submit this affidavit indicating they ens doing all work and then hhfe ottt4ide oontnwmm roust submit a new at5devit indicating such. tCbnnaotrns that check this box must attached an additional dteet Wowing the Dana of the sub-oenm oton and Itate whether or not those entitles have employees. ff the sub-wnhwtors haw employees,they must provide their teorkem,tromp.poUoy number. UNINNom I am rrn employer dear!s provlding worketa'conrperrsa!!on lfvsurarrce jar my employees Bdow!s the parity and Job site fnfbrrrrallolt: Insurance Company Name: Pot€*9 or Self ias.Lic,9: F' � Cr C-� (� 0 D O b s( � � Expimdan Date: � " � a ;L0 Job Sfft At(drest: City�tste/Zip: Attatch a copy of the wvrLers'compawadom policy derteradoa page(shoEVing fire policy teumbar and m:piratioa date). Failure Go secure cm emp ag required under Section 25A of A40L c. 152 Mn lead to fire impoSWM of ecklibal ptxsahiet*fa fine up to 9 ,500.00 and/or oao-ye ar inorisaanwoe;as alt as civil penalties in this form of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator. Be.ad%itted that a copy of dds SlAtemeat trey b-,forwarded CO the Office of fnvostigat5iong of the DIA for insurance covatage vtsri5ca don. I do kerebl cerfffv under fke ptrfrtr and penaltYes ofpeTfa tkat fk orntatlon provided above Ir true and correM S' re; ..�� 1� Q� Phone ti• ��1Q, 1 lL O J 1 A Ld�'crf use orrfy. Do nor wnfe fn McIr area, to Ge compfered 61'cfiy or town offi`afaL City or rak•n: Permit-lUeense f`# Issuing Authority(circle one): I.Board of Kealrh 2. Building Department 3. CitS Tok n Clerk f.Electricst Inspector S. PIMmbing rnspector 6. Dth er IContact Person: Pbonet#: r s t , F F e }£ 44 I` 4 SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: d--� -� �• t -1 �' �: L -(a License Number �,t C Address Expiration Date Si: i Ah I 't I-A Xk H UIAC Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ I. �:t�i t�T�t`C:_� Tt\(Z t�' �� -1�.� �'i "�C?l ►" l ^J i� Company Name Registration Number Address Expiration Date TelephoneHl SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ,X No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 171 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [[_] Siding [0] Other[OQ Brief Dgscription of Proposed Work: i ,°� P,LL t %V i( uj ,G tam G �J t") Y7 c)c Alteration of existing bedroom Yes___X_No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Ica �� •.� ��� �, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I, ► F.° ` c�Y�}`��a i`�z i C-- t�+ `1K�:._ fc as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under thq,pains and penalties of perjury.y Print Na / oe "Si ature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking S aces Fill: (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DON'T KNOW is YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DON'T KNOW • YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® DON'T KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained ® , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES ® NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO • IF YES,then a Northampton Storm Water Management Permit from the DPW is required. w� �. .. , . �,�, .�5,+E Ez Department use only City of Northampton Status of Permit: OCT 2 3 2015 Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability claw Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.\\1 Owner of Record: 'c- Name(Print) Current Mailing Address: Telephone Signature 2.2 Authorized Agent: Name(Print) - ) Current Mailing Address: f 010146 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of CC C Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total = (1 +2+3+4+5) sty 4 01 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2016-0565 APPLICANT/CONTACT PERSON TRINITY SOLAR ADDRESS/PHONE 20 PATTERSON BROOK RD UNIT 10 WEST WAREHAM02576(508)291-0007 PROPERTY LOCATION 25 SUMMER ST MAP 31 B PARCEL 043 001 ZONE URC(100) THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 11.96 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 085853 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: proved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management De oli ' ela /6 Si a of Building O icial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 25 SUMMER ST BP-2016-0565 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 3 1 B-043 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-0565 Project# JS-2016-000948 Est. Cost: $50000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: TRINITY SOLAR 085853 Lot Size(sa. ft.): 7013.16 Owner: WYNN JON&ROBYN GOODMARK Zoning: URC(100)/ Applicant: TRINITY SOLAR AT. 25 SUMMER ST Applicant Address: Phone: Insurance: 20 PATTERSON BROOK RD UNIT 10 (508)291-0007 WC WEST WAREHAMMA02576 ISSUED ON:1012812015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 11.96 KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Siznature: FeeType: Date Paid: Amount: Building 10/28/2015 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner