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21-018 THE Vinamount MODULE TSM-PDO5.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECHICAL DATA,;r SIC unit-mm Peak Power Watts-P-(Wp) 250 255 260 265 - 941 Power Output Tolerance•Pm.x j%) 0-+3 Maximum Power Voltage-VmP(V) 30.3 30.5 30.6 30.8 Pa THE THna1&-%1^1 o u I I rox Maximum Power Current-lme,(A) 837 8.37. 8.50 8.61 NAME I o Open Circuit Voltage-Voc IV) 38.0 38.1 38.2 38.3 msrnuiNC NOLE Short Circuit Current-Isc(A) 8.79 s Module Efficiency q„(%I 15 3 15.6 15.9 16.2 MODULE STC:Irradiance 1000 W/m',Cell temperature 25-C,Air Mass AMI 5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'ac ording to EN 60904-I. o _ 0 ELECTRICAL DALA;4 NOCT Maximum Power-P-s(Wp) 186 190 193 197 60 CE L h Maximum Power Voltage-VmP IV) '28.0 28.1 28.3 28.4 MULTICRYSTAL///LINiiilll�i�E MODULE 60134DOUNpNO HOLE Maximum Power Current IMPS(A) 6.65 6.74 6.84 6.93 PD05.18 Zu Open Circuit Voltage(V)Voc(V) rl$5.2 35.3 35.4 35 5 WITH TRI NAMOUNT FRAME D�N nlE Short Circuit Current(A)-Isc(A) 7.10 7.17 7.27 7.35 NOCT:Irradiance at 800 W/m2,Ambient Temperature 20°C.Wind Speed I m/s. 812 1 180 250- b5 Back View MECHANICAL G'1°.A POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) 11 Cell orientation 60 cells(6><10) fast and simple to install through drop in mounting solution r_.. Module dimensions 1650 x 992 x 40 mm(64.95 x 3905.1 57 inches) Weight 19.6 kg(43.12lbs) ° I 16.274 - - Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass - L MAXIMUM EFFICIENCY Baaksheet white A-A Frame Black Anodized Aluminium Alloy Good aesthetics for residential applic ations J•Box IP 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0 mm2(0.006 inches'), 1200 mm(47.2 inches) POSITIVE POWER TOLERANCE 1-v CURVES OF l V MODULE(26o ) Connector H4Ampnenol ,ate , Fire Type UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control a� _ - E e -- e oD ` ,:;�, _ L� ,._; •:.1... 9 � - - TEMPERATURE RATINGS MAXIMUM RATINGS a .�C ����' � ii ^t �°. ,P of x:C rr on 1 -P C C, „1C �� --- 40-+g5°C Nom Nominal Operating Cell tl °C(t2°C) Operational Temperature W i D Temperature lNOCTJ 44 dC I iy.'_, t ,F r Maximum System 1000V DC(IEC) _.__ __....... .. ............ __. .............._.. _..-_c I f �ItF I.`C Temperature Coefficient of P_x -GAMIC Voltage..: 1000V DC(UQ L-A s c :,n _m __ __ _ 1 ei_:P...:e Yt)21zi`t�,,10E_k. ^('y(5 10° - "- Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A "' C 't e OtI r;� �r :Ct' o.w D ,D zo so w so Temperature Coefficient oflsc 0.05%1°C --- t.>..Bch cusics {r each r'na k:e- Certified to withstand challenging environmental d suupnerineni o_,, conditions ie,o r a I � I cck ing of Trir J as c .rnn t1.t .ot WARRANTY , to v 9 I CERTIFICATION 10 year Product Workmanship Warranty g T I 25 year Linear Power Warranty F f �ci u L�(�`�'"�� !pp (Please refer to product warranty for details) r:d °::_ F` er= 1 Erse YiiiF "srm ° s - c,n j Deb s s,r di in Sn E iei > i ;efher LINEAR PERFORMANCE WARRANTY `' ED Er PACKAGING CONFIGURATION COM 11ru ----__.�_... _ ___.....-..... 10 Year Product Warranty-25 Year Linear Power Warranty Modules per box:26 pieces w Trines Solar Limited - Modules per 40'container:728 pieces ., �_. Additional vafu o e lea- 9'%o;90% a Solar"It rr o n2II7 Wa ant CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. pOMnAT2A p� i�°y o Y iT 2015 Hina Solar Limited.All rights reserved.Specifications included in this daresheet are subject to soly l7 80°h in l r change without notice. q SmartEnergywJToogeeliirt_aevr years 5 10 15 20 25 =ride standare � ,. _ THE Vinamount MODULE TSM-PD05.18 Mono Multi Solutions ..........................I............... ................ ................. DIMENSIONS OF PV MODULE ELECTRICAL DATA'-&'STC unit:mm Peak Power Watts-Pm.x(Wp) 245 250 255 260 941 1 Power Output'failerOnce-R.A. 0-+3 AOMA& aloft J-*N Maximum Power Voltage-V.,IV) 29.9 30.3 30.5 30.6 THE I BOx nnal I 1UU I it Maximum Power Current-lwy JAI 8.20 8,27 8,37 8,50 o Open Circuit Voltage-Voc(V) 37.8 38.0 38.1 38,2 Short Circuit Current-Isc(A) 8.75 8,79 8.88 9.00 Module Efficiency rlm(%) 15.0 15.3 15,6 15.9 STC:Irradiance 1000 W/m2.Cell Temperature 25°C.Air Moss AML5 according to EN 60904-3. 1"VAl O' DULE Typical efficiency reduction of 4.5%of 200 W/nn-according to EN 60904-1. 0 ELECTRICAL DATA; NOCT Maximum Power-P-(WpJ 182 186 190 193 60 CELL Maximum Power Voltai IV) 27,6 2810 28.1 28.3 LTICRYSTALLIN ODULE Maximum Power CUrrent-l-(A) 6.59 6.65 6.74 6.84 MU E M Open Circuit Voltage V)-Vd.(VJ 35A 35,2 35.3 35.4 WITH TRINAMOUNT FRAME Short Circuit Curren I t(A)-Isc(A) 7.07 7.10 7.17 7.27 PD05.18 812 NOCT:Irradiance at 800 Wlml,Ambient Temperature 20°C.Mud Speed I m/s. 245- 6W um Back View POWER OUTPUT RANGE MECHAWCAL DATA vl� Solar cells Multicrystolline 156-156 mm(6 inches) Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6-10) Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 15.9% Weight 21.3 kg(47,G I bs) MAXIMUM EFFICIENCY Glass 3.2 mm U.13 inches),High Transmission,AR Coated Tempered Glass A-A Backsheet white Good aesthetics for VeSidential applications Frame Block Anodized Alurnimurn Alloy with Trinomount Groove I-V CURVES OF PV MODULE(245W) J-Box IP 65 or IF 67 rated 001%0+37o Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), 1200 Tim(47.2 inches) POWER OUTPUT GUARANTEE 9001 ------ Fire Rating Type 2 Highly reliable due to stringent quality control skiwrm 1, fl As r� -MPERATURE RATINGS 4-1 410DW/mi IE MAXIMUM RATINGS r-,ho-'�rivrili-i c U 3:-! '71 uc"S,,�e D eFCI"/"�7 dc�c 2.11 20OW/m' Nominal Operating Cell 44°C i±2°CI Operational Temperature -40-+85°C wth ow Or)'?-e Temperature(NOCT) Maximum System I000VDCJIECj .......... .......... ............. 0.. Temperature Coefficient of P- •fL41%/'C voltage 1000VDCIULI cilticol ho S-icCess. With locol 0'. to.- 20.- 30.- 40.- 0 "he glnbe,Trir��i is 0.32%(*C Max Series Fuse Rating ISA p�,,Ser,Ce J Voltage(V) ,jr on„ Temperature Coefficient of Voc a Ne to�rQV^Je 1vX'--1'a'o bnal service Certified to withstand challenging environmental Temperature Coefficient of[so 0,05%/'C to,eal-h custo-ne,in eaclh tra,xr- al"d'uppiet-en: Innova."ve. conditions able p,oduct',ovili'�)e,-�a,,King v4 os;'.)s'rf ng,ban. WARRANTY i�)O e,. We ..e corrimheo 10 year Product Workmanship Warranty 25year Linear Power Warranty n,ft a c o 1:o,bo�a i (Pleas-efief to product warranty for details) ord the 0ct0(,5.-,)n-t,: �t,,snor�-)I in CERTIFICATION SU is df;Vn'g Smar'Erierg'v Telgethet. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION o' @.. c ap, M- 10 Year Product Warranty 25 Year Linear Power Warranty 6i� USM Modules per box:26 pieces z' Tacna Solar Limited Modules per 40'container:728 pieces o ij100 al = % �ddfti_,i 'Almo- EU-28 WEEE has 90 for's line, r Warranty CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT 0 6 0 2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to solar 60% lar change without notice, Trin-al I Srnaur* Together - Years 10 5 20 25 solar ° • • Solar ° ® • SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (for 60-tell PV ('or 72-cell PV (for 96-cell PV modules) modules) modules) INPUT P350 % P400 • Maximum Maxi mum Circuit to 300 - --350 400-- oc ^ Absolute Maximum In ut Voltage(VOC at lowest temperature) 48 60 80 Vdc - MPPTOperating Range 8-48 _ 8-60 8-80 Vdc iE x ; 1 r� ,r s 4 r Current(Ise) 10 Adc tE s.. � rf f 'x • Max mum DC Input Current 12.5 Adc _??^ ° j Maximum Efficiency 99.5 % i0i i O.. fF7 OUTPUT DURING f, OPERATION R CON _RATION(POWER OPTIMIZER TO OPERATING INVERTER) .. _ _.. d' :� ¢. .. Y ..< .�I.. Maximum C um Output Current - _...... .... ... 9858 Adc Maximum Output Voltage _ 60 __ _ _ Vdc r s OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Opti mizer 1 Vdc a STANDARD COMPLIANCE _. °•. EMC FCC Part15 Class B,IEC61000 6 2,IEC61000-6-3 t :� C IE 9 ( safety), 41 1 Safety 06210 1 class II et UL17 RoHS Yes ............. w4lm INSTALLATION SPECIFICATIONS I Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141 x212 x40.5/S.SSx 8.34x 1.59 mm/in - U ! Weight(including cables) 950/21 gr/lb Input Connector MC4/Amphenol/Tyco � Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length 0.95/3.0 1.2/3.9 [ li Operating Temperature Range 40-+85/40 +18S `C/°F Protection Rating IP65/NEMA4 Relative Humidity 0-100 % P.—or m:—.110-11 Pw. 1­11-1.— owee. 'I DESIGN USING A SOLAR _.. ......._... .. TH REE E SE --.. .._._ PV SYSTEM DES EDGE PHA THREE PHA SE SINGLE PHASE INVERTER 208V 4901/ �OW�i optimization at the �� .,,� Minimum String Length(Power Optimizers) 8 10 18 Maximum String Length(Power Optimizers) 25 25 50 Up to 25%more energy Maximum Power per String 5250 6000 12750 W Superior efficiency(99.5%) ' Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Flexible system design for maximum space utilization Fast Installation with a single boR Next generation maintenance with module-level monitoring �I �Module-level voltage shutdown for installer and firefighter safety USA MIA Ah - i 1 1 AN,'r - 'n?!�.N HINA - s> aLL - Aiic:RAI.IA I I i ICI I I II � '�^$OldfClty ®p$olar Next-Level PV Mounting Technology L,^SOIdfCity ®pSolar Next-Level PV Mounting Technology ' Components Zep System � � � 2 for composition shingle roofs 11F i s a. g'T QrOUndZep Snterloek Leveling root "-: � Zep Compatible PI Modute � t Array Skirt s Roof Attachment II �, i i i QOOMVAT/ Description ti 1 % W PV mounting solution for composition shingle roofs FpCpMpp<�� • Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond UL LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs Installs in portrait and landscape orientations AIR • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 NOW- Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 ill it '. I I I I WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: .• • •n: Label Location: WARNING -• WARNING ' Per Code: Per Code: P Code: er NEC ELECTRIC SHACK HAZAF:D � ELECTRIC SHOCK HAZARD • 690.31.G.3 'DC)NpTTOUCH TERMINALS 1 THE DC CONDUCTORS OF THIS 1 Label Location: TERMINALS ON BATH LINE AND PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN INVERTERIS PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND DISCONNECT Per ••- IN THE pPEN POSITION MAY BE ENERGIZED UNGROUNDED NEC ••1 Label Location: Label Location: MAXIMUM POWER-- INTERCONNECTION _ Code: POINT CURRENT(Imp) A , WARNING: ELECTRIC SHOCK � MAXIMUM POWER-_ Code: HAZARD. DO NOT TOUCH 690.17.4; 1 POINT VOLTAGE(Vmp) V NEC 690.53 TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc)_ POSITION. FOR SERVICE SHORT-CIRCUIT-A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT _ MAXIMUM AC Label Location: OPERATING VOLTAGE V Per WARNING ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED Label L• • CONDUCTORS MAY BE CAUTION (POI) UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per ••- SECOND SOURCE IS 690.64.B.4 PHOTOVOLTAIC SYSTEM Label • • WARNING ' P er Code: Label Location: ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS NEC 690.17(4) CAUTION ') (PO TERMINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 1 IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING ■• Per ..- INVERTER OUTPUT Label Location: CONNECTION 690.64.B.7 PHOTOVOLTAIC AC A -• DO NOT RELOCATE Disconnect DISCONNECT Per ••• THISODEVICERRENT Conduit NEC •.1 :. Interior(D): Distribution Panel (DC)- DC Disconnect Integrated DC Disconnect MAXIt9UMAC A ' -• OPERATING CURRENT •.• Center _ (M): Utility Meter MAXIMUM AC � OPERATING VOLTAGE V • 1 (POI): Point of Interconnection Label Set GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Cutler-Hammer Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE SE760OA-US002SNR LABEL: A -(33)TRINA SOLAR ## TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:96806823 Inverter; 76DOW,240V, 97.5�q w$nifed Disco and ZB, RGM, AFCI PV Module; 260W, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38,2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 SolarCity (E) WIRING CUTLER-HAMMER 4 A 1 20OA/2P Disconnect 5 SOLAREDGE DC- - SE760OA-US002SNR2 DC- MP 1: 1x16 M, EGC E LOADS B L2 I �- j N I 3 2 4OA/2P ---- GND -------------------- _EGG DC+ T ----------------- GEC ---lN DG MP 1: 1x17 ffA I GND EGC--- --------- ------------ ---F---- --- G ---------------- -*J I i N (1)Conduit Kit; 3/4'EMT _J c EGCIGEC z I 1 I I I I - GEC�-1 TO 120/240V SINGLE PHASE I I I 1 UTILITY SERVICE I I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OTT (1)CUTLER-HAMM #BR240 PV BACKFEED BREAKER R (1)CUTLER-HAMMER i1!DG222URB (1)SdarCityy 4 STRING JUNCTION BOX 1 Breaker, 4OA/2P, 2 Spaces �+ Disconnect- 60A, 24OVoc, Non-Fusible, NEMA 3R AC 2x2 STRAGS, UNFUSED, GROUNDED DC -(2)Ground Rod; 5/8" x 8', Copper € (1)OUER- MMER K DGIOONB 33)SOLAREDGE�300-2NA4AZS nGroNeurd t 60-100A, General Duty(DG) P V PowerBox ptimizer, 300W, H4, DC to DC, ZEP nd 's (1)AWG#6, Solid Bare Copper -(1)Graund Rod; 5/8'x 6, Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL 'ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE _.__._. _____.__ .__.__.__.___ __.._... _._........ ....... . _.. _ .._ _._ __.__.________...____._ ._..._.__ __..._.__._..____..__.._.___..... __ _ �(1)AWG/B, THWN-2, Blade (�1�AWG/10, THIN-2, Black Voc* =500 VDC Isc -15 ADC _ (2)AWG/10, PV Wire,600V, Blade �Voc* =500 VDC Isc =15 ADC �O I4F (1)AWG#8, THWN-2, Red O 4 (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=12.46 ADC E O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC LL�=LL(1)AWG#10, THWN-2, White NEUTRAL VmP =240 VAC Imp=32 AAC (1 1£AWG/10, THWN-2,.Green.. EGC. .. . . . . . -(1)AWG#tB,.TFIWN-2,,Green . . EGC/GEC.-(1)Gondgit,Kit;.3/4".EMT.. _ (11 AWG/10, THWN-2, Black Voc* =500 VDC Isc --15 ADC (2)AWG#10, PV Wire,600V, Bladc Voc* =500 VDC Isc ='l 5 ADC ® (1)AWG/10, THWN-2, Red Vmp =350 VDC Imp=11.73 ADC y O (1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.46 ADC (1)AWG/10, TIiWN-2,.Green EGC l i CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION. DESIGN. JB-010868 00 ,,�►,_} CONTAINED SHALL NOT BE USED FOR THE VACCHELLI, TONY AND DEBBIE VACCHELLI RESIDENCE David Caropresi �;,;So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .,�s NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS FLORENCE MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PDO5.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME SHEET. REV: DATE T: (650)6313-otro28 F. (6A17 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE760OA-US002SNR2 4137273143 THREE LINE DIAGRAM PV 6 4/22/2015 (888)-SOL-CITY(765-2489) www.sdarcitycom (E) 2x4 (E) 2x4 (E) 2x6 (N) 2X4 LATERAL BRACE CONTINUOUS ACROSS MP1C COLLAR TIE S1 S1 S1 '-8" 3'-1" '-5" —6° ��{ OF (E) LBW (E) LBW (E) LBW SIDE VIEW OF MP1A NTS SIDE VIEW OF MP1B NTS SIDE VIEW OF MP1C NTS MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1B IX-SPACING IX-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1C X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES ' L LANDSCAPE 1 72" 1 24" 1 STAGGERED LANDSCAPE 72" 1 24" 1 STAGGERED LANDSCAPE 72" 24" 1 STAGGERED 1 �Q PORTRAIT 48° 20° PORTRAIT 48" 20" PORTRAIT 48" 20" O� �s ROOF AZI 192 PITCH 45 ROOF AZI 192 PITCH 45 s RAFTER 2X$@ 24"OC ROOF AZI 192 PITCH 45 STORIES:2 RAFTER 2X8 @ 24"OC ARRAY AZI 192 PITCH 45 STORIES:2 RAFTER 2X8 @ 24"OC ARRAY AZI 192 PITCH 45 STORIES:2 pJp�, ARRAY AZI 192 PITCH 45 C.J. 2x10 @24"OC Comp 4/22/2015 C.J. 2x10 @24"OC Comp Shingle p Shingle Comp Shingle BACKSIDE OF MP1 RAFTER (E) COLLAR TIE PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE (E) ROOF MATERIAL ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (N) LATERAL BRACING NAILED TO (E) COLLAR TIE WITH (2) (E) COMP. SHINGLE (1) (4) PLACE MOUNT. 10d COMMON NAILS — LAP TO E ROOF DECKING (2) ENSURE CONTINUOUS BRACING ( ) (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. MP1 RAFTER STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH (E) ROOF MATERIAL WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) E NEW LATERAL BRACE ON COLLAR TIE TOP VIEW (E) RAFTER STANDOFF NTS S 1 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINEDAHALL NOT USED FOR THE loBrIIMBEi� JB-010868 00 VACCHELLI, TONY AND DEBBIE VACCHELLI RESIDENCE David Caropresi �\` SolarCit . CONTAINED SHALL NOT E TS O FOR THE \:�t3 BENEFIT OF ANYONE EXCEPT SOLARgTY INC., MIXM791G SYSTEM; NOR SHALL IT BE DISCLOSED IN WHOLE T' IN Comp ount Type C 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY io PART TO OTHERS OUTSIDE THE RECIPIENT'S p ORGANIZATION, EXCEPT IN CONNECTION WITH MALES FLORENCE, MA 01062 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PDO5.18 24 St.Martin Drive, Building 2,Una 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOt.ARCITY INC. I""F"TE" 4137273143 PV 4 4/22/2015 (888)(SOL,gTYB(765-2489)�www.solo city.com SOLAREDGE SE7600A—US002SNR2 STRUCTURAL VIEWS PITCH:45 ARRAY PITCH:45 MP1 AZIMUTH: 192 ARRAY AZIMUTH: 192 MATERIAL: Comp Shingle STORY: 2 Stories �H OF N � °v L co LEGEND 3 NAI EN 0 4/22/2015 (E) UTILITY METER & WARNING LABEL I n V Digitally Signed by INVERTER W/ INTEGRATED DC DISCO AC Nick Gordon I°" & WARNING LABELS O MP1B o Date: 2015.04.22 © DC DISCONNECT & WARNING LABELS 15:40:12-07'00' PiA�1 O D N' © AC DISCONNECT & WARNING LABELS iwic Q DC JUNCTION/COMBINER BOX & LABELS C CHANGE CHANGE QD DISTRIBUTION PANEL & LABELS (E)DRIVEWAY Lc LOAD CENTER & WARNING LABELS Q O p M DEDICATED PV SYSTEM METER r— m Front Of House 0 STANDOFF LOCATIONS 4- CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED r, Ike INTERIOR EQUIPMENT IS DASHED L_'J SITE PLAN N Scale: 1/8" = 1' E W 0 1' 8' 16' S J B-010 8 6 8 0 0 PREMISE OWER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN fINVEERTEPc ER: ��\!a � CONTAINED SHALL NOT BE USED FOR THE VACCHELLI, TONY AND DEBBIE VACCHELLI RESIDENCE David Caropresi `;,;So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., SYSTEM: •�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Mount Type C 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES- FLORENCE MA 01062 ORGANIZATION, EXCEPT IN CONNEC110N WI1H 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE TRINA SOLAR # TSM-26OPDO5.18 PAGE NAME SHEET: REV OATS Marlborough,MA 01752 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN T: (650)638-1026 F: (650)638-1029 P ERMISSION GF SOLARCITY INC. REDGE SE76O0A-USOO2SNR2 4137273143 SITE PLAN PV 3 4/22/2015 (868)-SOL-CITY(765-2469) ,�.sdarcitycom c.n U) (E) DRIVEWAY O r— m CJI PROPERTY PLAN N Scale:l" = 20'-0' E 0 20' 40' W S CON J B-010868 0 0 PREMISE D�"ER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: �\\ CONTAINED SHALL NOT BE USED FOR THE VACCHELLI TONY AND DEBBIE VACCHELLI RESIDENCE David Caropresi SolarCity. NOR BENEFIT OF I ANYONE�SE IN WHOA OINRCIN M01"'n"G 'r"' 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY 'A PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION MATH MODULES: FLORENCE, MA 01062 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 REV pA�. Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1026 F: (650)636-1029 PERMISSION of SOLARCITY INC. '"`OL 4137273143 PV 2 4/22/2015 (888)—SCI—CITY(765-2469) www.salorcity.- SOLAREDGE SE7600A–USO02SNR2 PROPERTY PLAN ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. �+ /- CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING �Q DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN City of Northampton I<q1 Q S ' `�i�i`3 1.4t EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. Buildng Department (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING Plan Review EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, 212 Main street FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE MA 01060 GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS UPLIFT LICENSE GENERAL NOTES PV6 THREE LINE CALCULATIONS DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. 9 ` MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-010868 0 0 PREMISE OYINER. DESCRIPTION: DESIGN. David Caro resi CONTAINED SHALL NOT E USED FOR THE VACCHELLI, TONY AND DEBBIE VACCHELLI RESIDENCE p =SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY , PART TO OTHERS OUTSIDE THE RECIPIENT'S FLORENCE, MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH ��7 TMK OWNER: 24 St Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PDO5.18 ;WN: * SHEET: REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PACE NAME: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A—US002SNR2 4137273143 COVER SHEET PV 1 4/22/2015 (888)—SOL—CITY(765-2489) www.sdarcitycom CALCULATION OF DESIGN WIND LOADS- MP1C-UPPER Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware ComgMount Type& Roof Slope 450 Rafter Spacing 24"O.C. Framing Type/Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 110 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G . 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure U -15.8 psf Wind Pressure Down 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -284 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 569% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48' 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -315 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 63.1% LOAD ITEMIZATION - MM-UPPER PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP1C-UPPER Existing Roofing Material Comp Roof (2 Layers) 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in.O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 9 psf MPiC-UPPER 9.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At <200 sf Roof Slope 12/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.6 Section 4.9 Reduced Roof Live Load Lr Lr=Lo(RJ(Rz) Equation 4-2 Reduced Roof Live Load Lr 12 psf MKC-UPPER) 12.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 450 I Horiz. Distance from Eve to Ridge W 20.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Exposed Snow Exposure Factor Ce Fully 0.9 Table 7-2 Snow Thermal Factor Ct Structures kept just above freezing Table 7-3 Minimum Flat Roof Snow Load(w/ Pf-min 28.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load Pf pf= 0.7(CJ(Ct) (I)pg; pf? pf-min Eq: 7.3-1 28.0 psf 70% ASCE Design Sloped Roof now Load Over Surroundina Roof Surface Condition of Surrounding Roof CS_roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over P.-mof= (Cs,.a)Pf ASCE Eq: 7.4-1 Surrounding Roof P�fOOf 21.5 psf 54% ASCE Design Sloped Roo Snow Load Over PV Modules Surface Condition of PV Modules CS_P„ All Other Surfaces Figure 7-2 0. Design Snow Load Over PV P,-Pv= (C.I.)Pf ASCE Eq: 7.4-1 Modules P:P° 21.5 psf 54% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1C-UPPER Member Properties Summary MPiC-UPPER Horizontal Member Spans Rafter Pro pertles Overhang Actual W 1.50" Roof SVstem Pro e Span-1 4,00 ft Actual D 3.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A 5.25 in.^2 Re-Roof No Span 4 S. 3.06 in.^3 Pl ood Sheathing Yes Span 5 I 5.36 in,A4 Board Sheathing None Total Span 4.00 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 0.01 ft Wood Species 5PF Ceiling Finish 1/2"Gypsum Board PV 1 End 3.00 ft Wood Grade #2 Rafter Sloe 450 PV 2 Start Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Lot bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summa Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.41 12.7 psf 12.7 psf PV bead toad PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL/SLl.z 40.0 psf x0.54 J x 0.54 21.6 psf 21.6 psf Total Load(Governing LC TL 1 34.3 psf 38.6 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(Cj(CL)(IS)pg; C,=0.9,Ct=1.1,15=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.95 1 1.5 1.15 Member Anal sis Results Summary Maximum Max Demand 0 Location Capacity DCR Shear Stress 26 psi 155 psi 0.17 Bending(+)Stress 596 psi 2.0 ft. 1736 psi 0.34 (Governs) Bending -)Stress 0 si -1655 psi 0.00 Total Load Deflection 0.12 in. 582 2.0 ft. 0.57 in. 120 0.21 CALCULATION OF DESIGN WIND LOADS- MP1C-LOWER Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware) Como Mount Type C Roof Slope 450 Rafter Spacing 24"O.C. Framing Type/Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure Up Pfuo) -15.8 psf Wind Pressure Down 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacinq Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -284 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 65" Max Allowable Cantilever Portrait 17 NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -315 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 63.1% LOAD ITEMIZATION - MKC-LOWER PV System Load 2.5 psf PV Module Weight(psf) Hardware Assembly Weight(psf) 0.5;psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP1C-LOWER Existing Roofing Material Comp Roof {2 Layers) 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 8 @ 24 in. O.C. 1.5 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load 10 sf MKC-LOWER 10.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 12/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 0.6 Section 4.9 Reduced Roof Live Load Lr 4= Lo(RI)(RZ) Equation 4-2 Reduced Roof Live Load Lr 12 psf(MPiC-LOWER) 12.0 psf Reduced Ground Roof Live/Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 450 Horiz. Distance from Eve to Ridge W 20.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Fully Exposed Table 7-2 Snow Exposure Factor 0.9 Snow Thermal Factor Cr Structures kept just above freezing Table 7-3 1.1 Minimum Flat Roof Snow Load(w/ pf-min 28.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load Pf pf= 0.7(Ce)(q)(I) pf>_ pf-min Eq: 28.0 0 psf 70% ASCE Design Sloped Roof now Load Over Surrouna Enq Roof Surface Condition of Surrounding Roof Cs-roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over Ps roof Ps-roof= (C:-.00f)Pr ASCE Eq: 7.4-1 Surrounding Roof 21.5 psf 54% ASCE Desior S o e Roo IF Snow Load Over PV Modules All Other Surfaces Figure 7-2 Surface Condition of PV Modules 4_PV 0.8 Design Snow Load Over PV Ps-PV PS-PV= (Cs-P„)Pf ASCE Eq: 7.4-1 Modules 21.5 psf 54% STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP1C-LOWER Member Properties Summary MPiC-LOWER Horizontal Member Spans Rafter P erties Overhang 0.99 ft Actual W 1.50" Roof System Prope rties Span 1 9.50 ft Actual D 7,25 Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A 10A in.^2 Re-Roof No Span 4 S. 13.14 in.^3 Plywood Sheathing Yes Span S 1, in.^4 Board Sheathing None Total Span 10.49 ft TL DefTn Limit 120 Vaulted Calling No Pv_1 Start 1.33 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 10.49 ft Wood Grade #2 Rafter Sloe 450 PV 2 Start Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.41 14.1 psf 14.1 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL/SL112 40.0 psf x 0.54 1 x 0.54 1 21.6 psf 21.6 psf Total Load(Goveming LC I TL I 3S.7 psf 40.0 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + Cl. - CF Cr D+S 1.15 1.00 0.45 1 1.2 1 1.15 Member Anal sis Results Summary Maximum Max Demand 0 Location CapacltV DCR Shear Stress 45 psi 1.0 ft. 155 psi 0.29 Bending + Stress 792 psi 5.8 ft. 1389 psi 0.57 Governs Bending(-)Stress -64 psi 1.0 ft. -630 psi 0.10 Total Load Deflection 0.42 in. 1 1.1385 5.8 ft. 1.34 in. 120 0.31 CALCULATION OF DESIGN WIND LOADS- MPiA&B Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT'" Spanning Vents No Standoff Attachment Hardware Roof Slope 450 Rafter Spacing 24"O.C. Framing Type/Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor i 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coeffident Down G D. 0.88 Fig,6-11B/C/D-14A/8 Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U „ -15.8 psf Wind Pressure Down 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 284 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demancl/Capadty DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait` 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind uplift at Standoff T-actual -315 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capaaty' DCR 63.1% LOAD ITEMIZATION - MP1A&B PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP1A&B Existing Roofing Material Comp Roof (2 Layers) 5.0,psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 8 @ 24 in.O.C. 1.5 psf Vaulted Ceiling Yes 3.0 psf Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load 13 psf MPiA&B 13.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 12/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 0.6 Section 4.9 Reduced Roof Live Load Lr 4= Lo(R)(R2) Equation 4-2 Reduced Roof Live Load Lr 12 psf MP1A&B) 12.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 450 Horiz. Distance from Eve to Ridge W 20.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor C. Fully Exposed Table 7-2 Snow Thermal Factor Ct Structures kept jl 1 above freezing Table 7-3 Minimum Flat Roof Snow Load(w/ Pf-min 28.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load Pf pf= 0.7(Ce)(CJ (I)pg; pf? pf-min Eq: 7.3-1 28.0 psf 70% ASCE Design Sloped Roof now Load Over Surrounding Roof Surface Condition of Surrounding Roof 4 All Other Surfaces 0.8 0 8 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof p�`O°f 21.5 psf 54% ASCE Design Sloped Roo f Snow Load Over PV Modules Surface Condition of PV Modules CS_P„ All Other Surfaces Figure 7-2 Design Snow Load Over PV Ps-pv= (Cs-pv)Pf ASCE Eq: 7.4-1 Modules Ps°" 21.5 psf 54% STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP1A&B Member Properties Summary MP1A&B Horizontal Member Spans Rafter Pro Parties Overhang 0.99 ft Actual W 1.50" Roof System Pro erties Span 1 9.73 ft Actual D 7.25" Number,of Spans(w/o Overhang) 2 San 2 4.00 ft Nominal Yes Roofing Material Comp Roof Span 3 A 10.88 in.^2 Re-Roof No Span 4 Sx 13.14 in A3 Pl ood Sheathing Yes San 5 I 47.63 in.114 Board Sheathing None Total Span 14.72 ft TL Deffn Limit 180 Vaulted Celli Yes PV 1 Start- 1.33 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 12.58 ft Wood Grade #2 Rafter Slope 450 PV 2 Start Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Let Bracing Full PV 3 Start E 1400000'psi Bot Lat Bracing I Full PV 3 End E,„i„ 510000 psi Member Loading Summa Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.0 psf x 1.41 18.4 psf 18.4 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load _LL SO" 40.0 psf x 0.54 1 x 0.54 21.6 psf 21,6 psf Total Load(Governing LC TL 40.0 psf 44.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Q(Ct)(IS)pg; Ce 0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand Location Capacity DCR Shear Stress 44 psi 1.0 ft. 155 psi 0.28 Bending Stress 597 psi 5.1 ft. 1389 psi 0.43 Bending(- Stress -697 psi 10.7 ft. -1389 psi 0.50 (Governs) Total Load Deflection 0.28 in. 1 1.1590 5,4 ft. 0.92 in. 180 0.31' 04.22.2015 SOlar�lt PV System Structural y Version#43.7 y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Vacchelli Residen ce` AHJ: Northampton Job Number: 010868 Building Code: MA Res. Code,8th Edition Customer Name: Vacchelli,Tony And Debbie Based On: IRC 2009/IBC 2009 Address: 511 Sylvester Rd POLE 45 ASCE Code: ASCE 7-05 City/State: Florence, MA Risk Category: II Zip Code 01062 Upgrades Req'd? No Latitude/Longitude: 42.327042 -72.718748 Stamp Req'd? Yes SC Office: Springfield PV Designer: David Caropresi Calculations:I Grady Kou al EOR:I Nick Gordon,P.E. Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22424< 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP M0 a th of Massachusetts EOEA, U.S- G�-Plogical Survey, USDA Farm Service Agency 511 Sylvester Rd POLE 45, Florence, MA 01062 Latitude:42.327042,Longitude: -72.718748, Exposure Category:C Version#43.7 4SolarCit v April 22, 2015 OF A Project/Job#010868 Zoo N G RE: CERTIFICATION LETTER Project: Vacchelli Residence 0 i L y 511 Sylvester Rd POLE 45 1 Florence, MA 01062 S ��6 To Whom It May Concern, NAL 4/22/2015 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition, ASCE 7-05, and 2005 NDS - Risk Category= II -Wind Speed =90 mph, Exposure Category C -Ground Snow Load =40 psf - MP1A&B: Roof DL= 13 psf, Roof LL/SL= 21.6 psf(Non-PV Areas), Roof LL/SL =21.6 psf(PV Areas) - MP1C-LOWER: Roof DL= 10 psf, Roof LL/SL= 21.6 psf(Non-PV Areas), Roof LL/SL =21.6 psf(PV Areas) - MP1C-UPPER: Roof DL=9 psf, Roof LL/SL= 21.6 psf(Non-PV Areas), Roof LL/SL= 21.6 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22424 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Nick Gordon, P.E. Professional Engineer Digitally signed by Nick Gordon T: 888.765.2489 x58391 Date:2015.04.22 15:38:23-07'00' email: ngordon @solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and 1 acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name: Tony Vacchelli EXPLANATION OF THIS RIGHT. 24.ADDITIONAL RIGHTS TO CANCEL. Signature: 1 IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL ra;,y, THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 4/2812015. If you don't sign this PPA and return it to us on or prior to 30 days after 412812015,SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. Date: SolarCity Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIVE.CEO (PPA) Power Purchase Agreement v-. Date: 4/28/2015 0 Im Solar Power Purchase Agrear�eof verslari 8.4.0 730033 -, ". SolarCity. Power Purchase AgreerTient Here are the key terms of your SolarCity Power Purchase Agreement Date: 0 11000 20years System installation cost Electricity rate per kWh Agreement term Our Promises to You • We insure,maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the agreement. • We warranty your roof against leaks and restore your roof at the end of the agreement,as specified in the agreement. • The rate you pay for electricity,exclusive of taxes,will never increase by more than 2.90%per year. • The pricing in this PPA is valid for 30 days after 4/28/2015. • We are confident that we deliver excellent value and customer service.As a result,you are free to cancel anytime at no charge prior to construction on your home. Estimated First Year Production 7,218 kWh Customer's Name & Service Address Enr.�ctly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Tony Vacchelli Debra Vacchelli 511 Sylvester Rd Pole 45 511 Sylvester Rd Florence, MA 01062 Northampton, MA 01062 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost to you. Home,as specified in the agreement. • You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. • You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. • You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 888.S0L.CITY 1 888.765.2489 1 SOLARCITY.COM MA HIC 168572/EL-1 1 36MR Document Generated on 4/28/2015 0 J 730033 '� AC V CERTIFICATE OF LIABILITY INSURANCE °08rM14°""'"' 08129/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Neu of such end s. PRODUCER NAME: MARSH RISK 81NSURANCE SERVICES -�� - -- --- - 345 CALIFORNIA STREET,SUITE 1300 1A��Nn. FAX CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104FF14 - —. -' - - ----_ -- -- --MSURERISIAFFORDIN0 MVERAOE _-- .. _�42404 AIC4 _. 998301-STND-GAWUE-14.15 INSURER A:�MUMS!Fire Insw'arlce Company e+suRE O Inslral►oe C9rporauon Ph(650)963-5100 �� B b Corporation INSURER C:NIA WA INSURER E 3055 Clealview Way INSURER D: San Mateo,CA 94402 — INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VATH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ -- LIMITS _- ILT, _--- TYPE OF INSURANCE------ 5—USA POLICY NUMBER POLICY EFF POLICY EXP -_- L A GENERAL LIABILITY TB2-661-066265-014 09MI12014 09101/2015 EACH OCCURRENCE s 1•000'000 eAMA TO RENTED - — -- — COMMERCIAL GENERAL LIABILITY PREMISES(Ea o ( MA 5 100.000 100.000 X CLAIMS- DE I-X-�OCCUR MElI EXP(Any one person) S_ 10,000 PERSONAL S ADV INJURY s GENERAL AGGREGATE $ 2,000,000 G_EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMPIOP AGG $ 2.000,000 X POLICY X]PRO- LOC Deductible : 25,000 A AUTOMOBILE LIABILITY AS2-661-066265.044 09MV2014 09101/2015 COMBINED SINGLE LIMIT 1,000M X ANY AUTO BODILY INJURY(Per pe(son) S ALL OVVNEO SCHEDULED — -- —_ _— AUTOS AUTOS BODILY INJURY(Per acadent) S X X NON-ONMED PROPERTY DAMAGE $ HIRED AUTOS AUTOS ---- X Phys.Damape 1COMPICOLL DED: $ Si-000151,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS Lim CLAIMS-MADE AGGREGATE S -DED- RETENTION S B WORKERS COMPENSATION WA?-6W-066265024 09!01om 09101/2015 X WC STATU- OTH- B AND EMPLOYERS'LIABILITY WC7.661-066265-034(WI) 09/01/2014 09-0112015 - 7QRY Lae -- ER 1,000,000 ANY PROPRIETORIPARTNERIEXECUTIVE YIN EL EACH ACCIDENT S B OFFICERIMEMBER EXCLUDED N N/A WC DEDUCTIBLE:$350,000 - 1.000,000 (Mandatory In NH) E L:DISEASE_EA EMPLOYEE S_ If yas.des r"ewer _. _.. _.. - -_------.-. -_--- DESCRIPTION GF below E L DISEASE-POLICY LIMIT S 1' '� DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ANach ACORD 101,Additional Remarks Schedule,N more space Is ngWrod) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk 4:Insurance Services Charles Mamv*jo 01918-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations y 1 Congress Street,Suite 100 Boston,MA 02114-2017 T '` wtvmmassgov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Aoaiicant Information Please Print Legibly ]dame(Business/Organization/individual): SOLARCITY CORP Address:3055 CLEARVIEW WAY City/State/Zip:SAN MATEO,CA 94402 Phone#:686'765-2489 Are you an employer?Check the appropriate box: Type of project(required): LM 1 am a employer with 5000 _ 4• ❑ t am a general contractor and I employees(full and/or part-time).* have hived the sub-contractors 6. El New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for mein any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.: 9 F1 Building addition required.] S. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work offtcers have exercised their 1 i.❑Plumbing repairs or additions myself ' exemption No workers comp. right of exemp per MGL Y [ P TZ.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no SOLAR/PV employees. [No workers' 13.©Other comp. insurance required.] *Any applicant that checks box Ml must"fill out the section bclow showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,die),must provide their workers'comp.policy number. I am an employer that is providing workers'compensation Insurance for my enyrloyees. Below is the policy and/ob site Informadon. Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY Policy#or Self-ins. Lic. M WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address: try/State/Zip: Attach a copy of the workers' mpensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D1A for insurance coverage verification. /do hereby certify under the pains and enattles of perjtn y float the In provided a_bove Is true and correct. Phone#: OJ)?elal use only. Do not wrbe In this area,to be eompleled by city or town of,�icial. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing inspector 6.Other Contact Person: Phone M SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder:SOLARCITY/CRAIG ELLS 107663 License Number 604 SILVER ST AGAWAM MA 01001 8/29/17 Address Expiration Date � 978-875-1698 Signature If Telephone 9.Restlstered Home Improvement Contractor: Not Applicable ❑ SOLARCITY CORP/VICTORIA JUNCK 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 01001 03/08/2017 Address Expiration Date Telephone 978-215-2367 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....... ❑ 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 aaalicable) New House Addition Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. Demolition New Signs [ ] Decks [ ] Siding[ ] Other 0 Brief Description of Proposed Work: Install solar electric panels to roof of existing home.to be interconnected with home's electrical! ' Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet so.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 Tony Vacchello as Owner of the subject property hereby authorize SOLARCITY to act on my behalf, in all matters relative to work authorized by this building permit application. 06/30/2015 Signature of Owner Date SOLARCITY CORP/VICTORIA JUNCK 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 the pains and penalties of perjury. SOLARCITY CORP/VICTORIA JUNCK Print Na pie 06/30/2015 Signature of Owner/ ent 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 'Y 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 Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 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 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 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. ltrt tl and �1 ity of Northampton SO, 0 6�w ilding Department rb�1_ w� r'_ 12 Main Street Si Zlabl ` J'A.. Room 100 yrA Alan �s t mpton, MA 01060 Ewa~ af�ural�n P�Umn,n9 - 7-1240 Fax 413-587-1272 Plotll �Pets. ic, amP10 — t Norm �threCi , 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 511 Sylvester Rd Pole 45 Map Lot Unit Zane Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Tony Vacchelli 511 Sylvester Rd Pole 45 Northampton,MA 01060 Name(Print) Current Mailing Address: 413-727-3143 Telephone Signature 2.2 Authorized Agent: SolarCity CorpNictoria Junck 604 Silver St Agawam MA 01001 Name(Print) Current Mailing Address: 978-215-2367 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 7,000 (a)Building Permit Fee 2. Electrical 15,000 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 22,000 Check Number IF r This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2016-0003 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM01001 (888)765-2489(2358) PROPERTY LOCATION 511 SYLVESTER RD MAP 21 PARCEL 018 001 ZONE 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 858 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Buildine Plans Included: Owner/Statement or License 107663 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO MATION PRESENTED: Approved 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 'ti Delay Si e ui ding fi 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. 511 SYLVESTER RD BP-2016-0003 GIs#: COMMONWEALTH OF MASSACHUSETTS MM Block: 21 -018 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-2016-0003 Project# JS-2016-000004 Est. Cost: $22000.00 Fee: $132.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 265193.28 Owner: VACCHELLI TONY Zoning-: Applicant: SOLARCITY CORP AT. 511 SYLVESTER RD Applicant Address: Phone: Insurance: 604 SILVER ST (888) 765-2489 (2358) Workers Compensation AGAWAMMA01001 ISSUED ON.71212015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 858 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 Siinature: FeeType: Date Paid: Amount: Building 7/2/2015 0:00:00 $132.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner