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38C-004 (2) solar • • Single Phase Inverters for North America solar=@@ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE1000OA-US/SE1140OA-US - SE3000A-US SE3SOOA-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US� OUTPUT SolarEd a Single Phase Inverters - 9980 @208V g g . Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA 10000 @240V Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America .5450.@.2.40V. 19959 @249Y . ........ AC Output Voltage Min.-Nom.-Max.* ✓ ( ✓ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 183-208 229 Vac ... .. . . .. AC Output Voltage Mm.Nom:Max.* SE7600A-US/SE10000A-US/SE1140OA-US 211 240 264 Vac j -1. ....I . _� .. . �. . .. . .. .. ......-........ ... .. . ....... .......... - .. ... - .. .60 60:48... ..HZ..... Max.Continuous _........._.. ............. ...-. _.. .. . ..............._........ . l... AC Frequency Min.Nom Max 59 3 60 60 5(with HI country setting 57 M C ti Output Current 12 5 16 2S 32 47.S A ......... .. .. 21 @ 240V I 42 @ 240V ........... .... ( . . >. f ...... .. ... ..... ............_... ............_........ .._,,....... ..._.................. ...................__ ..._... GFDI 1 ., .. A. Pro l Protection,Country Configurable Yes Thresholds INPUT tic -- a Recommended Max DC Power** (STC).. .. ._. .... 3750 4750 .6250 - 7500 9500 12400 14250 W V ._. .. ... ... .... .... ,; •�o1iPNpA , c Transformer less,Ungrounded Ves Max.Input Voltage 500.. ... ... ., ...._ _ ..Vdc. } pt .. .. .. . .... .. .. .165 @208V5�@. .... 33 @208V .��. .. ..._. .. ............ Nom.DC Input Voltage 208V/350_@ 240V Vdc ` Max.Input Current* 9 5 13 18 23 34.5 Adc ' ................ ... .. _.. .. ..... _5 @240V.i... 305 @240V _. • '" ' .;, Max.Input Short Circuit Current 3015 _ I 45 Adc ,Y. .3. Reverse Polarity Protection ... .... .. .. ... .. ....._ ........ Yes .. ......._. ..... .......'!. ... Ground-Fault Isolation Detection 600kn C .... ... ....... Sensitivity .. I Maximum Inverter Efficiency 97 7 982 98.3 98 3 sitivlty 98 98 98 . .,_ ,. ._. .... .... .._. .... ._ ... I ..... ... .. .. ' 97.5 @ 208V 97 @ 208V t CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 I .. ..98@240V ....... .... ..975 @240V..1...... Nighttime Power Consumption _ - -- <2.5 - <4 W ADDITIONAL FEATURES •-" �� ," Supported Communication Interfaces , RS485,RS232,Ethernet,ZlgBee(optional) ..... ... ...... .... s Revenue Grade Data,ANSI C12.1 -_ Optional STANDARD COMPLIANCE Safety UL1741,UL16998,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 '- - Emissions FCC partly class B INSTALLATION SPECIFICATIONS _ AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG .. DC input conduit size/#of strings/ ...._._ ........_ .....-.. AWG range 3/4"minimum/1-2 strings/24-6 AWG 3/4 minimum/1-2 strings/14-6 AWG .. .. ..........._._. ..._.. Dimensions with AC/DC Safety 30.5 x 12.5 x 7'j 30.5 x 12.5 x 7.5/ ( in/ Switch(HXwXD) 775 x 315 x 172 I 775 x 315 x 191 x x 10.5/775 x z mm 30 5 12 5 315 260 .. ... ._ .. ..... .. .... .._... .. .. ... .. .... .. Weight with AC/DC Safety Switch 5.1.21/2 3.2 54 7/24.7 .. 88:4L./40.1 lb/kg " Cooling Natural Convection Fans(userreplaceable) .. ...... .. ... ...... .... ........... ,.... .. ...... ,. .... ... .. The best choice for 5olarEdge enabled systems Noise <25 <5ti dsn Min.-Max.Operating Temperature Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range 13 to+140/ 25 to+60(CAN version 40 to+60) 'F/'C .......... . — Superior efficiency(98%) Protection Rating... ... .. .. ... _. ..,... .... ..,...NEMA 3R .... ._._. . .. .. ...... "For other reg onal settings please contact SolarEdge support — Small,lightweight and easy to install on provided bracket Lmt edt o125%forlocationswhere theyearlyaveragehght emperat ureisabove77'F/25'Candto135%forlocationswhen,it is below T7'F/25-r. For detailed information,refer to hno://wwwsolaredceus/files/ocifs/inverter do oversz'ne eud ndf — Built-in module-level monitoring "'A higher current source maybe used;the inverter will limit its inputcurent to the values stated. — Internet connection through Ethernet or Wireless CAN P/Ns are eligible for the Ontario FIT and mlcroFiT(microFlT exc.SE11400A-US-CAN). — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only — Pre-assembled AC/DC Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 5un5PEC • USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us ■ =es SolarEd a Power 0 tlmizer solar' ' . . T solar g P Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 PaoD Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV s) i dules) modules) j INPUT P300 / P350 / P400 ■ Rated Input DC Power's 300 350 400 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc z r:. Y MEET Operating Range 8 48 8 60 8-80 ,. �, Vdc Y T. Maximum Short Circuit Current(Isc) 10 Adc '� " s .� ,.,, `"� Y ■ Maximum DC Input Current 12.5 Adc .. .r Maximum Efficiency _ _ 99.5 % Weighted Efficiency - 98.8 %. - : - - Overvoltage Category III t I OUTPUT—DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 1 15 r Adc ..; (+* .?' Maximum Output Voltage 60 -_ Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) w .> Safety Output Voltage per Power Optimizer _ 1 L_ Vdc. Y - - STANDARD COMPLIANCE ___ + EMC FCC Part15 Class B,,IEC61000 6-2,IEC61000 6-3 Safety _ IEC62109 1,(class II safety),UL1741 RoHS Yes _ INSTALLATION SPECIFICATIONS Maximum Allowed B owed System Voltage 1000 Vdc Dimensions WxLxH 141 x 212 x 405/5.55 x 8.34 x 159 mm/in Weight(including cables). __._.. _... _... ........950/2.1..._ __. i..gr/lb.. Input Connector MC4/Amphenol/Tyco __. .-. -_ _ __ _... I..- .... Output Wire Type/Connector Double Insulated,Amphenol Output Wire Length 095/3.0 1.2/3.9 ! m/ft j' Operating Temperature Range 40-+85/40 +185 _. _-C/`F Protection Rating ,IP65/NEMA4 Relative Humidity _ 0-100 % s ,, e,oum d.e.moe„i�owprosw rowenoe.anea ova. PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V _ PV power optimization at the module-level Mimmam String Length(Power optim zers) 8 10 1s Up t0 25%more energy Maximum String Length(Power Optimizers) 25 25 50 Maximum Power per String 5250 6000 12750 W — Superior efficiency(99.5%) - -- — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of Different Lengths or onentanons j Yes — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us i Mono Multi Solutions TSM®PA5.18 TRINAMOUNT 11 WITH THE UNIVERSAL MODULE DIMENSIONS OF PV MODULE TSM-PA05.18 ELECTRICAL DATA,4'STC TSM-240 TSM-245 TSM-250 ISM-255 TSM-260 PAOSAIS PAO5.18 PA05.18 PA05.18 PA05.18 941mm Peak Power Watts-PMAx(WP) 240 245 250 255 260 Power Output Tolerance-PMAx(%) 0/+3 0/+3 0/+3 0/+3 0/+3 " o Maximum Power Voltage-VMP IV) 29.7 30.2 30.3 30.5 30.7 AL Maximum Power Current-IMPP(A) 8.10 8.13 8.27 8.36 8.47 - PA0518 NAU.kPLAIE J TSM I - - ° Open Circuit Voltage-Voc IV) 37.3 37-5 37.6 37.7 37.9 # '�oEE Short Circuit Current-Isc(A) 8.62 8.68 8.85 8.92 9.00 Module Efficiency nm(%) 14.7 15.0 15.3 15.6 15.9 THE TRINAMOUNT MODULE 3 STC:Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AM1.5 according to EN 60904-3. E Average efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. E � 0 3 3 3 ELECTRICAL DATA @ NOCT TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 PA05A8 PA05.18 PA05.18 PA05.18 PA05.18 60 CELL Maximum Power-PMAx[WP) 174 178 181 184 188 Maximum Power Voltage-VMP(V) 26.6 26.8 27.0 27.2 27.4 MULTICRYSTALLINE MODULE N�"<r,rrE A Maximum Power Current-IMPP(A) 6.55 6.64 6.70 6.77 6.86 WITH TRINAMOUNT FRAME ""°'r -A Open Circuit Voltage(V)-Voe(V) 34.1 34.2 34.3 34.4 34.6 Short Circuit Current(A)-Isc(A) 7.04 7.10 7.25 7.31 7.37 240 2 6 0 W 812mm 180-1 NOCT:Irradiance at 800 W/m°Ambient Temperature 20°C,Wind Speed I m/s. Back View POWER OUTPUT RANGE Our most versitile product MECHANICAL DATA O^rripctible vilh all recd K"S�'GI->7 k'c - its ,."SV,.@!"t1 - 11 Solarcells Multicrystalline 156x 156 mm(6 inches) d'e'I,, 'S Cell orientation 60 cells(6 x 10) 1 Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) _-.._.- ------ --_....- _._._ _... Weight 18.6 kg(41.0 Ibs) MAXIMUM EFFICIENCY Glass High transparency solar glass 3.2 mm(0.13 inches) One of the industry's most trusted modules Backsheet White a•' t 0,ver 2 Cw^I scl 9 c- -11 rrG( f _1I )bcI'TC1rke' Frame Black Anodized Aluminium Alloy with Trinamount Groove 0 pw+V 7 O r--)ii erlori-n( r. I-V CURVES OF PV MODULE TSM-245 PA05.18 J-Box IP 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), POWER OUTPUT GUARANTEE 0. 1100 mm(43.3 inches)9.. 100OW/m2 -- 8. Connector Original MC4 m 80oW/m= Highly reliable due to stringent quality control �5� 600Vfm AS a lead n, global manufacturer O Over 10 in-1 lcj sE +Psis il,lti TC HF and many morel c 461 400W/m' A TEMPERATURE RATINGS MAXIMUM RATINGS ,) next generation photovoltaic -^ In-house test r, cc�s Ali k e4 � ati^r rL �+i d t.,^'� 3°pTOdJCtS, we be ieoe close - 2� 2 W/m' Nominal Operating Cell 45°C(±2°C) Operational Temperature -40-+85°C r peratior ith our parinel i Temperature(NOCT) Maximum System 1000V DC(IEC)/ IS rjt al to sl iccess. V'Jith local o°° -_- Temperature Coefficient of P- -0.43%/°C Voltage 600V DC(UL) o.m to.- 20.0° 30°' 40 m ablet.ue around ce)glove Tn a 15 --._._.-- Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A able to(�I J�,"ac exC..,�;tif�na service Voltage(V) to each customer-n each market Temperature Coefficient of Isc and supplement Our innovative. Certified to Withstand challenging environmental ii products with the backing conditions of innn a a strong,bankabl 130 km f i wind load (?r('0 a} WARRANTY partner. We are committed' • 900 kq I ;wv L)ad per r dude 17 1uCi P(AI to building st ctegic,mutually 10 year Product Workmanship Warranty beneficial collaboration with 25 year Linear Power Warranty Installers,developers.distributors (Please refer to product warranty for details) and other partners as the backbone of our shored succers in CERTIFICATION driving Smart EnergyTogetner LINEAR PERFORMANCE WARRANTY � W- SP� PACKAGING CONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty �° \ r_w Pu Modules per box:24 pieces Trina Solar Limited - -- ---- --...-------- --- ------------- wwvi.trirasolcr.conT f d 100% �� Modules per 40'container:672 pieces rid c E C®YS PV CYCLE AtltlTganai value/rorn Trin u1i 90% a Solar s ifnp ss ar nt warra Trin-as®iar a CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT OOMPAljB (7 80% ' F $.ti (� 02013 Trina Solar Limited.All rights reserved.Specifications included in this datasheet-subject to N �� rin-as lar change without notice. Smart Energy Together art Energy Together Years 5 to 15 20 25 g. g p°oMa^txro .,_- � Trina Solar i r SolarCity SleekMountTM - Comp SolarCity SleekMounff - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep Compatible TM modules aesthetics while minimizing roof disruption and f.? Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps, combined with the addition of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 Seal pilot hole with roofing sealant to a more visually appealing system.SleekMount as"Grounding and Bonding System" Insert Comp Mount flashing under upper utilizes Zep Compatible modules with . � layer of shingle p p Ground Zep UL and ETL listed to UL 467 as strengthened frames that attach directly to grounding device Place Comp Mount centered Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance ' Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions ''�, !` Secure Leveling Foot to the Comp Mount using machine Screw Place module � Components A? 5/16"Machine Screw a� Leveling Foot Lag Screw 1y' Comp Mount -, Comp Mount Flashing NQ�OMPq T,V SolarCit "FA/ EN LISTED SolarCity. January 013 y January 2013 �oMrnr rY i Location:Label Location: abel er WARNING:PHOTOVOLTAIC POWER SOURCE Code: WARNING ;'_ WARNING Code: • 690.31.G.3 ELECTRIC SHOCK HAZARD •. ELECTRIC SHOCK HAZARD • DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS Label Locatio T41 MINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTERIS D O Per IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED NEC ISCNNECT .•0 Location:Label Label ' - ' WARNING '' ; Code: MAXIMUM POWER- INVERTER OUTPUT POINT CURRENT(Imp}-A Per ••- CONNECTION 690.64.B.7 MAXIMUM POWE P)-V NEC 690.53 DO NOT RELOCATE POINT VOLTAGE Vm THIS OVERCURRENT MAXIMUM SYSTEM V DEVICE VOLTAGE SHORT-CIRCUIT A CURRENT(Isc} Label • • PHOTOVOLTAIC POINT OF (POI) Label _ • INTERCONNECTION Per Code: WARNING WARNING:ELECTRIC SHOCK 690.17.4; 690.54 Per HAZARD.DO NOT TOUCH Code: TERMINALS.TERMINALS ON ELECTRICAL SHOCK HAZARD BOTH THE LINE AND LOAD SIDE DO NOT TOUCH TERMINALS NEC 690.17(4) MAY BE ENERGIZED IN THE OPEN TERMINALS ON BOTH LINE AND POSITION. FOR SERVICE LOAD SIDES MAY BE ENERGIZED DE-ENERGIZE BOTH SOURCE IN THE OPEN POSITION AND MAIN BREAKER. DC VOLTAGE IS PV POWER SOURCE ALWAYS PRESENT WHEN MAXIMUM AC SOLAR MODULES RRE OPERATING CURRENT - A EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE -V Label • • WARNING (DC) (INV) Label Locatio Per Code:ELECTRIC SHOCK HAZARD �CAUTION P• NEC 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED PHOTOVOLTAIC SYSTEM 690.64.B.4 CONDUCTORS MAY BE CIRCUIT IS BACKFED UNGROUNDED AND ENERGIZED Label • • Label Location: CAUTION '• PHOTOVOLTAIC AC (AC) (POI) DUAL POWER SOURCE Per •■- Disconnect DISCONNECT NEC 690.64.B.4 (C): Conduit NEC 690.14.C.2 PHOTOVOLTAIC SYSTEM Combiner • Distribution Disconnect Interior Label Location: (IC): • • MAXIMUM AC •• Integrated Disconnect... Per OPERATING CURRENT A MAXIMUM AC V NEC •• '• Point of • • SC Label Set OPERATING VOLTAGE _ ■um ■■uu■■■■ ■■- ■■or,. norm . . 7 . . . �uomnluiun■r■■ouuncn■■now■ � � unr,nn:• a nonrnunrr■■■■nuu�nrunum GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Murray LC22485 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE #SE5000A-USOOOSNR� LABEL: A -(23)TRINA SOLAR # TSM-255PA05.18 GEN X168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:11811877 Inverter; 5000W, 240V, 97.5%; w Unifed Disco and ZB,RGM,AFCI PV Module; 5W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 37,7 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER 4 A I 200A 2P Disconnect 5 SOLAREDGE Dc+ - / SE5000A-USOOOSNR2 DC- MP 2: 1x12 (E LOADS _ Ecc ) B L� 2aov ------------ -------- - -------------------- �~- L2 DC+ I ~ N DG I 3 2 II 30A/2P ---- GND -------------------- _ EGC/ DC+ DC+ A _-___--_----_ ----------- GEC ---TN DG DC- MP 2: 1x11 _ EGC EGC--- --------- ---- -- ---a---- - -------------------tJ I I N I (1)Conduit Kit; 3/4' EMT _J o EGCIGEC Z I I I I I I GEC_r-+ TO 120/240V SINGLE PHASE I I 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 PSI (1)MURRAY/MP230 PV BACKFEED BREAKER B (1)CUTLER-HAMMER /DG221URB /t, A (1)SolarCity 4 STRING JUNCTION BOX D� Breaker, 30A 2P, 2 Spaces Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R A 2x2 STR�GS, UNFUSED, GROUNDED -(21 Ground Rod; 5/8'x 8', Copper -(1)CUTLER-{iAMMER�DG03ONB (23)SOLAREDGE�300-2NA4AZS Ground eutrol it; 30A, General Duty(DG) PV OLAR DC ptimizer, 300W, H4, DC to DC, ZEP nd (1)AwG M6, Solid Bare Copper -(1)Ground Rod; 5/8' x 8', 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 _.___ ___.__ _ _____k_ _.__DC _m....-_ _ _e_ y� 1 AWG/10, THAN-2, Block 1 AWG/10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG/10, PV WIRE, Black Voc* -500 VDC Isc -15 ADC O (1)AWG#10, THNM-2, Red 4) (1)AWG 110, THWN-2, Red Vmp 350 VDC Imp=7.91 ADC O (1)AWG/6, Solid Bore Copper EGC Vmp =350 VDC Imp=8.63 ADC (1)AWG/10, THNM-2, White NEUTRAL Vmp =240 VAC Imp=20.83AAC (1 AWG 110,THNM-2,.Green. . EGC. _ . . . . . . . . . . -(1)AWG#8,.R"7?,.Green . EGC/GEC.-(1)Conduit.Kit: 3/4',EMT. . . . _ . . (1 AWG#10, THWN-2, Block Voc* =500 VDC Isc =15 ADC (2)AWG/10, PV WIRE, Black Voc* -500 VDC Isc =15 ADC ®�(1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=8.63 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.91 ADC (1)AN#10,THWN-2,.Green. EGC J B-010625 0 0 PREMISE OWNER: DESCRIPTION: DESIGN CONFIDENTIAL- THE INFORMATION HEREIN JDB NUMBER: Mike Lowell � CONTAINED SHALL NOT BE USED FOR THE GIFFORD, JESSICA GIFFORD RESIDENCE Mike BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 166 GROVE ST 5.865 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES. NORTHAMPTON, MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-255PA05.18 PAGE NAME: SHEET: REV; DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 (413) 548-4688 THREE LINE DIAGRAM PV 6 12/29/2014 (MB)-SOL-CITY(765-2489) wwr.solarcity.com SIMPSON SDW 22300 WOOD SCREWS (E) RAFTER 6" END (E) WALL OR (N) SISTER MEMBER CENTERED (E) RIDGE BOARD DISTANCE O.C. TYP.---,r (E) 2x6 RAFTER SUPPORT BELOW BETWEEN SUPPORTS OR SUPPORT BELOW I I V, 1jL1.j111j 2y4"2 „ - - - — — SEE MP SIDE VIEW FOR REQUIRED LENGTH 02 SIMPSON SDW WOOD SCREWS (N) 2x6 SIDE MEMBER D2 MIR _ U2 TOP VIEW OF PARTIAL LENGTH SISTER i 2x6 END FASTENER GROUPING Scale: 3/4"=1'-0" D 1 Scale: 1"=1'-O" 12/29/2014 lit i J � Jdi r ml IL .>; 0 I I 'vo TEMPORARY PERMIT MASSACHUSETTS 2014-113-PE CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-010625 0 0 PREMISE OMMER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT E USED FOR THE GIFFORD, JESSICA GIFFORD RESIDENCE Mike Lowell .;,So�arCity. ER SHALL OF ANYONE EXCEPT IN *OLE INC., MOUNTING SYSIEM: 166 GROVE ST �''� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 5.865 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES: NORTHAMPTON, MA 01060 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-255PA05.18 1 2a St. Martin Drive, Building 2,Unit 11 SOLARGTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME ��V REV: DATE: Marlborough,MA 01752 PERMISSION of SOLARGTY INC. SOLAREDGE SE5000A—USOOOSNR2 (413) 548-4688 4 12/29/2014 888 (s50>s3a-165- F: (650)638-1029 STRUCTURAL VIEWS ( )-Sa.-GTr(7s5-zasg) www.saiarcity.aam 12/29/2014 U} i rr'r`fj U2 S1 ON 2x6 SPF#2 (N) '-10' 1 S1 ' �,, . ��o r CIVIL 'o f 10'-3' it 0 2 2,�Q _ 11'-4„ xt��titt�—`��''" " TEMPORARY PERMIT 13'-5 1'-1' (E) LBW MASSACHUSETTS 2014-113-PE 1'-1' (E) LBW A SIDE VIEW OF MP1A NTS SIDE VIEW OF MP2 NTS C MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 18" LANDSCAPE 64" 24" STAGGERED TRAIT „ „ RAFTER 2x6 @ 16"OC PORTRAIT 48 18 ROOF AZI 173 PITCH 21 STORIES: 1 ARRAY AZI 173 PITCH 21 RAFTER 2x6 @ 16"OC ROOF AZI 173 PITCH 19 STORIES: 1 C.J. 2x6 @24" OC Comp Shingle ARRAY AZI 173 PITCH 19 C.J. 2x6 @16" OC Comp Shingle U1 2x6 SPF#2 (N) f S1 10' 4" 1 13'-4" 1'-1 (E) LBW B SIDE VIEW OF MP1B NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. LANDSCAPE 64" 24" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2—PLY) OR 22458 PORTRAIT 48" 18" (IF 3—PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF ROOF AZI 173 PITCH 21 STORIES: 1 WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A ' DRILL BIT. RAFTER 2x6 @ 16'OC ARRAY AZI 173 PITCH Zl C.). 2x6 @16" OC Comp Shingle ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED J B-010625 0 0 PREMISE ONNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: �\�!s ■ CONTAINED SHALL NOT BE USED FOR THE GIFFORD, JESSICA GIFFORD RESIDENCE Mike Lowell ,;So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 166 GROVE ST 5.865 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS P TO N, M A 0106 0 ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES: 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-255PA05.18 PAGE NAME SHEET.• REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (413) 548-4688 STRUCTURAL VIEWS PV 4 12/29/2014 (8M)-SCI-CITY(765-2489) www.solarcitycorn PITCH: 21 ARRAY PITCH:21 12/29/2014 MPl AZIMUTH: 173 ARRAY AZIMUTH: 173 A%, MATERIAL: Comp Shingle STORY: 1 Story PITCH: 19 ARRAY PITCH:19 r MP2 AZIMUTH: 173 ARRAY AZIMUTH: 173 166 Grove St MATERIAL: Comp Shingle STORY: 1 Story f U1 -r t "' P ` (? m � t i (E)DRIVEWAY t�j } C 1`1 1 L 'f !j pj 2a 1 t� T C Front Of House TEMPORARY PERMIT MASSACHUSETTS 2014-113-PE Digitally signed by Nick Gordon Date:2014.12.29 09:27:01 -08'00' c °' '',Inv,': LEGEND _ J (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS o N „1P2 © DC DISCONNECT & WARNING LABELS MP1A MP1B - - - ® AC DISCONNECT & WARNING LABELS I O DC JUNCTION/COMBINER BOX & LABELS i-- _� ----- e --- -_- Fence O DISTRIBUTION PANEL & LABELS A STR C LC LOAD CENTER & WARNING LABELS CHA M DEDICAVJI-✓-V,-SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR " CONDUIT.RUN ON INTERIOR GATE/FENCE (� HEAT PRODUCING VENTS ARE RED r, INTERIOR EQUIPMENT IS DASHED L_�J SITE PLAN N Scale: 3/32" = 1' W E 01' 10' 21' S CONFIDENTIAL— THE INFORMATION HEREIN W NUMBER: J B-010625 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT E USED FOR THE GIFFORD, JESSICA GIFFORD RESIDENCE Mike trnvell 'SolarCit . BENEFIT OF ANYONE EXCEPT IN MOLE INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp ount Type C 166 GROVE ST �'�A PART TO OTHERS OUTSIDE THE RECIPIENTS p ' 5.865 KW PV ARRAY 0. ORGANIZATION, EXCEPT IN CONNECTION WITH moms: NORTHAMPTON, MA 01060 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-255PA05.18 24 St.Uriln Drive,Building 2.Unit 11 SOLARgTY EQUIPMENT,F SOI WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARgTY INC. SOLAREDGE SE5000A-USOOOSNR2 (413) 548-4688 T: (650)638-1028 F: (650)638-1029 SITE PLAN PV 3 12/29/2014 (886)_SOL-CITY(765-2489) www.solarcity.com 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. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING CITY OF NORTH," DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN c nn EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. E U i L D i NI G D EPC � (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING `}1 EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. R ►v, &-1 `:r V ri e i e GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE -;,' GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY t uV� p 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). >�Cl{�te Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTE R kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC Signature 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 PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS PV5 UPLIFT LICENSE GENERAL NOTES PV6 THREE LINECDI c AM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR REV BY DATE COMMENTS AHJ: Northampton REV A NAME DATE COMMENTS * * * * * * * * UTILITY: National Grid USA (Massachusetts Electric) PREMISE O CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-010625 00 OWNER: DESCRIPTION: CONTAINED SHALL NOT BE USED FOR THE GIFFORD, JESSICA GIFFORD RESIDENCE Mike Lowell So�arCity, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 166 GROVE ST 5.865 KW PV ARRAY ��V. r• NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp ount Type G PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: �' NORTHAMPTON, MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-255PA05.18 PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: L (650)638-1028 F: (650)638arci PERMISSION OF SCARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (413) 548-4688 COVER SHEET PV 1 12/29/2014 (888)—soL—CITY(7es-24x9) e.r.salaroity.cam CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount1m Spanning Vents No Standoff Attachment Hardware ggml2 M unt T Roof Slope 190 Rafter Spacing 16"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 ml2h 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 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Kn 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 15.0 Psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh (GC ) E uation 6-22 Wind Pressure U -13.1 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -198 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 39.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -247 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.4% CALCULATION OF DESIGN WIND LOADS - MP1B -Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Qom MQuirlt LmLc Roof Slope 210 Rafter Spacing 16"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 9090moh 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 15 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 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 15.0 Psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fi .6-11B/C/D 14A/B Ext. Pressure Coefficient Down G 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh (GC ) Equation 6-22 Wind Pressure U -13.1 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -198 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 39.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 1811 NA Standoff Confi uration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -247 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.4% CALCULATION OF DESIGN WIND LOADS - MP1A Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Q)mQ MooMmL Roof Slope 210 Rafter Spacing 16"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.6-1113/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 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 = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) qh 15.0 sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure U -13.1 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -198 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 39.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -247 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.4% LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP2 Roofing Type Comp Roof ( 1 Layers) 2.5 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 4 x 6 @ 16 in. O.C. 3.4 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 9 Psf MP2 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 4/12 Tributary Area Reduction R1 1 Section 4.9 Sloped Roof Reduction R2 1 Section 4.9 Reduced Roof Live Load Lr 4= Lo(RI)(R2) Equation 4-2 Reduced Roof Live Load Lr 20 psf MP2 20.0 sf 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 190 I Horiz. Distance from Eve to Ridge W 15.4 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 1.0 Snow Thermal Factor Cr All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load(w/ Rain-on-Snow Surcharge) Pr-min 28.0 psf 7.3.4&7.10 Flat Roof Snow Load Pf Pf= 0.7(Cj (Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 28.0 psf 70% CE Desicin So Roof Snow Load Over Surroundin R Surface Condition of Surrounding All Other Surfaces Roof CS-goof 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof= Pf ASCE Eq: 7.4-1 Surroundin Roof Ps-roof 28.0 Psf 70% ASCE Design So R Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV Ps-PV Ps- ._ (Cs- )Pf ASCE Eq:7.4-1 Modules 28.0 Psf 70% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Upgraded Rafter Properties Overhang 1.07 ft Net W 3.00" Roof System Properties Span 1 13.44 ft E uiv D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A 16.51 in.^2 Number of Layers(Comp Only) 1 Layers San 4 S. 15.13 in A3 Re-Roof to i Layer of Comp? No San 5 1 41.61 in.^4 Plywood Sheathing Yes Total Span 14.51 ft TL Defit Limit 120 Board Sheathing None PV 1 Start 1.75 ft Wood Species SPF Vaulted Ceiling No PV 1 End 12.25 ft Wood Grade #2 Rafter 190 PV 2 Start Fb 875 psi Rafter Spacing 16"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 Emin 510000 psi Member Loading mary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.06 9.5 psf 9.5 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL SL12 40.0 Psf x 0.7 1 x 0.7 28.0 psf 28.0 psf Total Load(Governing LC I TL 1 37.5 psf 40.7 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(C0(Is)p9; Ce=Ct=Is=1.0; Member sign Summa r NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.96 1 1.3 1.15 Member Anal sis Results Summary Maximum" Max Demand @ Location Capacity DCR Shear Stress 34 psi 1.1 ft. 155 psi 0.22 Bending + Stress 955 psi 7.8 ft. 1504 psi 0.63 Governs Bending - Stress -25 psi 1.1 ft. -1447 psi 0.02 Total Load Deflection 0.75 in. 228 7.8 ft. 1.42 in. 120 0.53 LOAD ITEMIZATION - MP1B PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 p sf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP1B Roofing Type Comp Roof (1 Layers) 2.5 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 4 x 6 @ 16 in. O.C. 3.4 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 psi Total Roof Dead Load 9 y-f Mpig 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 5/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 0.975 Section 4.9 Reduced Roof Live Load I Lr Li= Lo(Rl)(112) Equation 4-2 Reduced Roof Live Load Lr 19.5 sf MPiB 19.5 sf Reduced Ground Roof Live Snow Loads Code Ground Snow Load py 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 210 I Horiz. Distance from Eve to Ridge W 15.5 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed 1.0 Table 7-2 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load(w/ Rain-on-Snow Surcharge) Pf-min 28.0 psf 7.3.4&7.10 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 R Snow Load Over Surroundinq Roof Surface Condition of Surrounding All Other Surfaces Roof CS-roof 1 0 Figure 7-2 Design Roof Snow Load Over p,_, _ (C.-.f)Pf ASCE Eq:7.4-1 ,Surrounding Roof ps"roof 28.0 Psf 70% ASCE Des ion Sloped R Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV pS_ = (C.-P.)pf ASCE Eq:7.4-1 Modules ps"°" 28.0 sf 70/o o STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1B Member Properties Summary MP1B Horizontal Member Spans Upgraded Rafter Properties Overhang 1.07 ft Net W 3.00" Roof System Properties Span 1 13.36 ft f uiv D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 16.51 in A2 Number of Layers(Comp Only) 1 Layers San 4 S. 15.13 in.^3 Re-Roof to i Layer of Comp? No Span 5 I 41.61 in ^4 Plywood Sheathing Yes Total Span 14.43 ft TL Def'n Limit 120 Board Sheathing None PV 1 Start 1.17 ft Wood Species SPF Vaulted Ceiling No PV 1 End 10.67 ft Wood Grade #2 Rafter Sloe 210 PV 2 Start I Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F 135 psi Top Lat Bracing Full PV 3 Start E L1400000 psi Bot Lat Bracing I At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.07 9.6 psf 9.6 psf PV Dead Load PV-DL 3.0 psf x 1.07 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL 1,2 40.0 psf x 0.7 1 x 0.7 28.0 psf 28.0 psf Total Load(Governing LC TL 37.6 psf 40.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C)(IS)p9; Ce=Ct=I5=1.0; Member Desi n Summa r NDS Governina Load Comb CD I CL + CL CF Cr D+S 1.15 1 1.00 1 0.96 1 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 34 psi 1.1 ft. 155 psi 0.22 Bending N Stress 939 psi 7.8 ft. 1504 psi 0.62 Governs Bending - Stress -26 psi 1.1 ft. -1446 psi 0.02 Total Load Deflection 0.75 in. 230 7.8 ft. 1.43 in. 120 0.52 LOAD ITEMIZATION - MP1A PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP1A Roofing Type Comp Roof ( 1 Layers) 2.5 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling No Miscellaneous I Miscellaneous Items 1.3 psf Total Roof Dead Load 7.5 psf MP1A 7.5 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 5/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.975 Section 4.9 Reduced Roof Live Load Lr 4= Lo(Rl)(112) Equation 4-2 Reduced Roof Live Load Lr 19.5 psf(MPIA) 19.5 sf Reduced Ground Roof Live/ now Loads Code Ground Snow Load pg 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 210 I Horiz. Distance from Eve to Ridge W 15.5 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed 1.0 Table 7-2 Snow Thermal Factor Cc All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Rain-on-Snow Surcharge) Pf-min 28.0 psf 7.3.4&7.10 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 Snow Load Over Surroundina Roof Surface Condition of Surrounding All Other Surfaces Roof CS fOOf 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pr ASCE Eq: 7.4-1 Surroundin Roof Ps-root 28.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV Ps- y= (CS-P.)Pf ASCE Eq: 7.4-1 Modules Ps-°" 28.0 psf 1 70/o o STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1A Member Properties Summary MP1A Horizontal Member Spans Rafter Pro parties Overhang 1.07 ft Actual W 1.50" Roof System Properties San 1 11.35 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 8.25 in.A2 Number of Layers(Comp Only) 1 Layers San 4 S 7.56 in.A3 Re-Roof to 1 Layer of Comp? No San 5 I 20.80 in A4 Plywood Sheathing Yes Total Span 12.42 ft TL DefPn Limit 120 Board Sheathing None PV 1 Start 1.17 ft Wood Species SPF Vaulted Ceiling No PV 1 End 10.67 ft Wood Grade #2 Rafter Sine 210 PV 2 Start I Fb 875 psi Rafter Spacing 16"O.C. PV 2 End Fy 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing I At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 5/12 Initial Pitch Ad Just Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.07 8.0 psf 8.0 psf PV Dead Load PV-DL 3.0 psf x 1.07 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf live/Snow Load LL/SL 1,2 40.0 psf x 0.7 1 x 0.7 28.0 psf 1 28.0 ps f Total Load(Governing LC I TL 36.0 psf 1 39.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=Ct=I5=1.0; Member Design Summa r NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.59 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location capacity DCR Shear Stress 56 psi 1.1 ft. 155 psi 0.36 Bending + Stress 1307 psi 6.8 ft. 1504 psi 0.87 Governs Bending - Stress -50 psi 1.1 ft. -894 psi 0.06 Total Load Deflection 0.75 in. I L1195 6.8 ft. 1.22 in. I L/120 0.62 12.29.2014 ' I ' PV System Structural Version#41.5 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Gifford Residence AHJ: Northampton Job Number: 010625 Building Code: MA Res. Code,8th Edition Customer Name: Gifford,Jessica Based On: IRC 2009/IBC 2009 Address: 166 Grove St ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01060 Upgrades Req'd? Yes Latitude/Longitude: 42.307216 -72.650077 Stamp Req'd? Yes SC Office: Springfield PV Designer: Mike Lowell Calculations: Grady Kou al EOR:1 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 = 0.22462 < 0.4g and Seismic Design Category(SDQ = B < D V2-MILE VICINITY MAP —Q00M0Pr&1aSh of Massachusetts EOEA, U.S. Geological Survey, USDA Farm Set-vice Agency 66 166 Grove St, Northampton, MA 01060 Latitude:42.307216, Longitude: -72.650077,Exposure Category:C Version#41.5 RU raA v 12/29/2014 y as December 29, 2014 Project/Job# 010625 ON J RE: CERTIFICATION LETTER � iS 4 m ,P CIVIL Project: Gifford Residence r , 4, a 166 Grove St rtt 4 22 Northampton, MA 01060 "" �Z � To Whom It May Concern, TEMPORARY PERMIT MASSACHUSETTS 2014-113-PE 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: Roof DL= 7.5 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) - MP1B: Roof DL= 9 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) - MP2: Roof DL= 9 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22462 < 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 requires structural upgrades as detailed in the plan set 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 including the specified upgrades 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 Main: 888.765.2489 Date:2014.12.29 09:26:39-08'00' email: ngordon @solarcity.com 3055 Clearview Way San Mateo. CA 94402 T (650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com DocuSign Envelope ID:87181750-F987-4C01-8081-47BB94E51663 7. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS AGREEMENT UNDER SECTION 8 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND CONDITIONS, YOU MAY CANCEL THIS AGREEMENT, INCLUDING ANY SUBSEQUENT AMENDMENT, AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 8. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION OF THIS RIGHT. Customer's NAM11jjQp R Rochefort Signature: Mob- x M"pf Date: 12/22/2014 DocuSlpnsd by: Custo erj fte�%L,�,1 Signatu C9A88846C1274EF... Date: 12/22/2014 o-ry ..SolarCity Solar Home Improvement Agreement SOLARCITY APPROVED Signature: % LYNDON RIVE,CEO Solar Home Improvement Agreement 0 Ialeity, Date: 12/17/2014 Solar Home Improvement Agreement MyPower Solar Plan,version 3.2.0,November 11th,2014 Copyright©2008-2014 SolarCity Corporation.All Rights Reserved 464090 tea. ❑� ram DocuSign Envelope ID:87181750-F987-4C01-8081-47BB94E51663 SolarCit yPower v Homeowner Nicole R Rochefort Date Issued 12/17/2014 Address 166 Grove St Installation Location 166 Grove St Northampton, MA 01060 Northampton, MA 01060 Guarantor Jessica Gifford Our estimates show that you can own your solar power system from day one and save on your electricity bill. Equivalent rate per kWh Q 19 . 52 11550 Loan Down Payment Before rate reduction payment After rate reduction payment Our Promises to You System Warranty: We repair the system at no additional cost. Free monitoring: We provide 24/7 web-enabled monitoring at no additional cost. Rooftop warranty: We warrant your roof against leaks. Production Guarantee: Your system will produce as much electricity as we promise or we'll pay you. Fixed rate average: The rate you pay us will never increase by more than 2.9% per year.' No prepayment penalty:You can prepay your loan at any time with no penalty or fee.' Estimated System Size 5.500 kW Estimated First Year Production 5,718 kWh Your SolarCity MyPower Agreement Total System $30,250 APRs 4.5 Cost REC Value -$6,050 Term 30 Years Utility Rebate -$Q Federal Tax - $9,075 Value Credit3 30%of eligible system cost kWh Rate $ ,075 _ .... . 9 Loan Amount $24,200 Reduction Payment Due June 1 st the year after installation 1 These features are provided through a loan by SolarCity Finance Company, LLC I This rate includes a 0.5 %discount for using auto-pay from your checking account. 3 To realize the benefit of the federal tax credit, customer must have federal income tax liability that is at least equal to the value of the tax credit. SolarCity Corporation MA HIC 168572/EL-1 136MR.The MyPower loan is being provided by SolarCity Finance Company LLC 464090 M IQ ❑� Y Office of Consumer Affairs end Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2015 JAMES DIPADUA - -- - 24 ST. MARTIN STREET BLD 2 UNIT 11 - - MARLBOROUGH, MA 01752 --- Update Address and return card.Mark reason for change. sca= t, zone-cs„ - Address Renewal Employment Lost Card tficc of Conxumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: r `[ egistration: 16$572 Office of Consumer Affairs and Business Regulation Expiration: 3MM15 Type' 10 Park Plaza-Suite 5170 SOLAR CITY CORPORATION Supplement Card Boston,MA 02116 JAMES DIPADUA ' 24 ST MARTIN STREET BLD 2UNI 9;-' i MOUGH,MA 01752 tPadtr�eee __. ►�trq Not valid without signature fp?� s„ } " ti �- ///r t' t Office of Consumer Affairs and Business Regulation r M 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/812015 CRAIG ELLS ___--- 24 ST. MARTIN STREET BLD 2 UNIT 11 - ---- - - - -- - - - - - MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. Address ( Renewal n Employment ( i Lost Card •i, r ; .. .,, :r, ,i it ,i .. , orrice of Consumer Affairs&Business Regulation License or registration valid for individul use only . OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: A; " Office of Consumer Affairs and Business Regulation t Registration: 168572 TYp( 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement :ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS r 7 24 ST MARTIN STREET BLD 2UNI I TflA17LBOROUGH,MA 01752 Undersecretary Not v lid without signature .� CS-107663 CRAIG ELLS 206 BAKER STREET MCA Keene NH 03431 08/29/2017 ACRU� CERTIFICATE OF LIABILITY INSURANCE DATE 081290lDD,YYYY) 48129!20,4 lllls�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: If 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 lieu of such endorsemen S. PRODUCER NAME: MARSH RISK&INSURANCE SERVICES _- - - - — -"- --- 345 CALIFORNIA STREET,SUITE 1300 - ?,f�dJ--_- -- ---._ —__�t CALIFORNIA LICENSE NO.0437153 MAIL SAN FRANCISCO,CA 94104 ASR-ft INSURER/$)AFFORDING COVERAGE NAIC P 998301-STND-GAWUE-14-15 INSURER A Liberty Mutual Fire Insurance Company 16586 INSURED INSURER 8 Liberty Insurance Corporation ,42404 Ph(650)963-5104 WarCity Corporation INSURER C:NIA 1WA 3055 Clearview Way INSURER D: San Mateo,CA 94402 _ —_ INSURER E 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 WITH 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_. IN$R - ----TYPE OFINSURANCE - A L Silbll POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR A GENERAL LIABILITY T82-661-066265.014 091 W014 0910112015 EACH OCCURRENCE $ 1,0D0,000 _X � DAMAG�rbt€NTEO -- 100,O- N COMMERCIAL GENERAL LIABILITY PREMISF-6ffa c um ncee S CLAIMS-MADE I OCCUR i MED EXP(Any one person) i 10,000 __. PERSONAL&ADV INJURY s 1,000,000 4 GENERALAGGREGATE $ 2000.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG "$ 2,000,000 - -- X POLICY I X I PRO- - LOC Deductible $ 25,000 A AUTOMOBILE LIABILITY AS2.661-066265.044 09/01/2014 09101/2015 COMBINED SINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) S ALL - - AUTOS OWNED UTOWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS - X X NON-OWNED i {;PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Rw accraen4 X Phys.Damage COMP/COL.L DEO: $ $1,000151,000 UMBRELLA UAB OCCUR EACH OCCURRENCE S -- EXCESS UAB r CLAIMS-MADE - /AGGREGATE S D RETENTION S B WORKERS COMPENSATION WA7.66D-066265.024 09/0112014 09/01/2015 X WC STAT,% I OTH- AND EMPLOYERS'LIABILITY QRYliMLT$1__ i ER g WC7.661-066265-034(WI) 09101/2014 49/01/2015 1,000,000 ANY PROPRiETORlPARTNER/EXECUTIVE Y!N ! E L EACH ACCIDENT $ -- OFFICERIMEMBEREXCLUDEO? a N/A _-- - ---- B (Mmdatnry In NH) 'WC DEDUCTIBLE:$350,000' E L DISEASE EA EMPLOYEE/S 1.000,000 n es.descr be under -- 1.000.000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ I I I I � 119 i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 1101,Additional Remarks Schedule,if more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 ClearVew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk a Insurance Services Charles Marrnolejo ®1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD '' The Commonwealth of Massachusetts Department of Industrial Accidents Dice of Investigations l 1 Congress Street,Suite 100 'A{# Boston,MA 02114-2017 '. wwtw.massgov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Ani licant Information Please Print Leeibly Name(Business/Organization/Individual): SOLARCITY CORP Address:3055 CLEARVIEW WAY City/State/Zip:SAN MATEO, CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): L ON 1 am a employer with 5000 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ t 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 me in any capacity. employees and have workers' q ❑ Building addition [No workers' comp. insurance comp. insurance.: required.) 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no l3. SOLAR I PV employees. [No workers' ©Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below 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. :Contractors that check this box must attached an additional shat showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation Insurance for my employees. Below Is Nte policy and job site Information. Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY Policy#or Self-ins. Lic. #:WA7-66D-066`26�5-024 Expiration Date:091011201,5, ,,' Job Site Address:�� )�1 V_ City/State/Zip: o Vl 10 uDph' l` Attach a copy of the workers' compensation 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 DIA for insurance coverage verification. 1 do hereby certify nneder the pains and enaltles of perjarV that the Information provided above Is true and correct. Signature: t ._ .____�_ Date. W L11 l Phone#: E only. Do not write do this area,to be completed by city or town official. n• Permit/License# hority(circle one): Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector rson• Phone#• 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 Telephone 9.Reaistered Home Improvement Contractor: Not Applicable ❑ SOLARCITY/JAMES DIPADUA 168572 Company Name Registration Number 604 SILV R ST AGAWAM MA 01001 3/8/15 Address Expiration Date Telephone 978-215-2380 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 ExemDdOn 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 F7 Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [M Siding[lam] Other[0] Brief Description of Proposed Work: Install solar electric panels to roof of existing home,to be interconnected with home's electrical system Alteration of existing bedroom Yes F1 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 Jessica Gifford 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. Jessica Gifford 01/06/15 ignature of Owner Date SOLARCITY/JAMES DIPADUA 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. JAMES DIPAXA Print Name 01/06/15 Signature of Owner/Agen 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 `Y� 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 Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO © DON'T KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW Q YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW Q YES O 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 Q 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 Q NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only �? City of Northampton Status of Permit: ti s Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability f"�'�Q Northampton, MA 01060 Two Sets of Structural Plans �ru phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans � Other Specify APWCATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Progertv Address: This section to be completed by office 166 Grove St Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Jessica Gifford 166 Grove St Northampton MA 01062 Name(Print) Current Mailing Address: 413-548-4688 Telephone Signature 2.2 Authorized Aaent: SolarCity p/James DiPad4a., 604 Silver St Agawam MA 01001 Name(Print) Current Mailing Address: 978-215-2380 Signature I Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 4,500 (a) Building Permit Fee 2. Electrical 10,500 (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) 15,000 Check Number O This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0714 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 24 ST MARTIN DR BLDG 2,UNIT 11 MARLBORO (888)765-2489(2358) PROPERTY LOCATION 166 GROVE ST MAP 38C PARCEL 004 001 ZONE URB(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 Tyneof Construction: INSTALL ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations _ Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 107663 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOSMATION PRESENTED: pproved 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 D o ' o /1r/ ign e o B mg Offrcial 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. 166 GROVE ST BP-2015-0714 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38C-004 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-2015-0714 Project# JS-2015-001391 Est.Cost: $15000.00 Fee: $90.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 36503.28 Owner: GIFFORD JESSICA S&NICOLE R ROCHEFORT Zoning: URB(100)/ Applicant: SOLARCITY CORP AT. 166 GROVE ST Applicant Address: Phone: Insurance: 24 ST MARTIN DR BLDG 2 UNIT 11 (888) 765-2489 (2358) Workers Compensation MARLBOROMA01752 ISSUED ON.111312015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 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 Signature: FeeType: Date Paid: Amount: Building 1/13/2015 0:00:00 $90.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner