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29-172 (7) solar a r=ee Single Phase Inverters for North America s o I a r SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US 5E3000A-US I SE3800A-US SE5000A-US SE6000A-US SE760OA US! SE1000OA-US SE114.0OA-US li. _ OUTPUT SolarEdge Single Phase Inverters . Nominal AC Power Output 3000 3800 5000 6000 7600 10000 @240V 11400 VA Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America 5450 @240V 10950 @240V AC Output Voltage Min.-Nom.-Max.* SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 183-208-229 Vac AC Output Voltage Min.-Nom.-Max.* SE760OA-US/SE1000OA-US/SE1140OA-US 211-240-264 Vac AC Frequency Min.-Nom.-Max.* 59.3-60-60.5(with HI country setting 57-60-60.5) Hz Max.Continuous Output Current 12.5 16 24 @ 208V '... 25 '.. 32 48 @ 208V 47.5 A 21 @ 240V ',. 42 @ 240V GFDI 1 A t Utility Monitoring,Islanding Protection,Country Configurable Yes erte� Thresholds --,- --- _ _- INPUT Recommended Max.DC Power** 3750 4750 6250 7500 - 9500 12400 14250 W (STC) Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc �. Max.Input Current*** 9.5 13 16.5 @ 208V 18 23 33 @ 208V 34.5 ',, Adc 15.5 @ 240V 30.5 @ 240V Max.Input Short Circuit Current 30 45 Adc Reverse-Polarity Protection Yes ,ry Ground-Fault Isolation Detection _600ktt Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % 97.5 @ 208V 97 @ 208V CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % 98 @ 240V _ 97.5 @ 240V Nighttime Power Consumption <2.5 <4 ; W -----. __-._ ----- -- --..._ --- -- -. __-_ ADDITIONAL FEATURES Supported Communication Interfaces. RS485,RS232,Ethernet ZigBee(optional) Revenue Grade Data,ANSI 012.1 Optional STANDARD COMPLIANCE 4 Safety UL1741,UL1699B,UL1998,CSA 22.2 ,- ` Grid Connection Standards IEEE1547 Emissions FCC parc15 class B INSTALLATION SPECIFICATIONS _ _-__- _-_--------- --_-_ . . ----- -------- _---- *-- ------- ------ ___ __... I. AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/k 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/ 30.5 x 12.5 x 7.5/ ! in/ 30.5x12.5x10.5/775x315x260 Switch(HxWxD) 775 x 315 x 172 775 x 315 x 191 mm Weight with AC/DC Safety Switch 51.2/23.2 I 54.7/24.7 !; 88.4/40.1 lb/kg Cooling Natural Convection Fans(user replaceable) Noise <zs <so dBA The best choice for SolarEdgOe enabled systems O 1 Min.-Max.Operating Temperature 13 to+lag/-25 - Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range m+6o(CAN version****-40 co+60) F °c / - Superior efficiency(98%) Protection Rating NEMA 313 For other regional sethngs please contact SolarEdge support. — Small,lightweight and easy to install on provided bracket Limited to125%for locations where they ear lya.era ge high temperature is above 77'F/2sc and to135%forlocatio-where it is below77'F/zs•C. For detailed information,refer to h itl f — Built-in module-level monitoring " Ahigher cu rren[source may be used;the inverter will limit its input current to the values stated. '•CAN P/Ns are eligible for the Ontario FIT and micmFIT(microFIT en.SE11400A-US-CAN). — Internet connection through Ethernet or Wireless — 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 SUCISPEC USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us Ii I I I I II I II I • so I a r ' * • ! So I a r " • • z SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (f (for 72-cell (for 9�°e"PV modules) modules) modules) INPUT P300 / P350 / P400 • Rated Input DC Power" 300 350 400 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MEET Operating Range 8-48 8-60 8-80 Vol, P • Maximum Short Circuit Current(Isc) 10 _ Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current -_-15 Adc Maximum Output Voltage 60 Vdc ' • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety - g _ _. _ — Safe Output Voltage per Power O p timizer 1 Vdc '. ` STANDARD COMPLIANCE . • EMC FCC Part15 Class 8,IEC61000-6-2,IK61000-6-3 Safety IEC62109-1(class It safety),UL1741 RoHS Yes _ INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dmeneions(W x L x H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 ',. mm/in Weight(including cables) 950/2.1 gr/Ib Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length 0.95/3.0 1.2/3.9 '.. m/ft Operating Temperature Range 40-+85/-40-+185 -C/'F Protection Rating IP65/NEMA4 Relative Humidity 0-100 % aa,ed sx nowe,onne mou e.move a n e„o e,a�aa owee. PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 Maximum String Length(Power Optimizers) 25 25 50 — Up to 25%more energy Superior efficiency(99.5%) Maximum Power per String 5250 6000 12750 W,' '. ” , 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 bolt - Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety I USA - GERMANY - ITALY - TRANCE - JAPAN CHINA - ISRAEL - AUSTRALIA WWW.SOIaredge.u5 I I II I THE Vinamount MODULE TSM-PA05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Watts-PMnx(Wpl 245 250 255 260 941 • - ---- Power Output Tolerance-PMnx(%) 0­3 THE Trinamount o Maximum Power Current-l-O 29.9 8 27 30.5 30.6 ° Maximum Power Current-IMro(A) 8.20 827 8.37 8.50 o Open Circuit Voltage-Voc(V) 37.8 38.0 38.1 38.2 c„ore Short Circuit Current-Is,(A) 8.75 8.79 8.88 9.00 MODULE Module Efficiency qm(%) 15.3 5.6 15.9 Air STC:Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AMI.S according to EN 60904-3. Typical efficiency reduction of 4 5%at 200 W/m'according to EN 60904-1- o � � G ELECTRICAL DATA @ NOCT 60 CE■ ■ Maximum Power-PMnx(Wp) 182 186 190 193 LL Maximum Power Voltage-VMC(V) 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE Maximum Power Current-l-(A) 6.59 6.65 6.74 6.84 „ A A Open Circuit Voltage(V)-Voc(V) 35.1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME a" Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 1 ---- NOCT:Inadiance at 800 W/m'.Ambient Temperature 20°C,Wind Speed I m/s. 245-26OW Bit BO PA05.18 Back view MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystolline 156 x 156 mm(6 inches) '.. w Cell orientation 60 cells(6 x 10) Fast and simple to Install through drop in mounting solution Module dimensions 1650 x 992 x 40 mm(64-95 x 39.05 x 1.57 inches) d 15.9% Weight Ibs) 3.2!, Glass 3.2 mm m(0.1(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY Backshee} venire -_ A-A Frame Black Anodized Aluminium Alloy Good aesthetics for residential applications J-Box IP 65 or IF 67 rated 0 A/+3�o t-V CURVES OF PV MODULE(245W) Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'). 1200 mm(47.2 inches) Connector 114 Amphenol POWER OUTPUT GUARANTEE 9 law/ Fire type UL 1703 Type 2 for Solar City i,. Bq1"20.0W/.1i Highly reliable due to stringent quality control <6�As a leading global manufacturer . In- ousea stin oes well be and certification re uirements d a.ro TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic • g g y a a 3- Nominal Operating Cell Operational Temperature -40-+85°C Over 30 in-house tests UV,TC,HF,and many more products,we believe close 2° ab°c(*±2°q Temperature(NOCT) Maximum System 600V DC(UL)Cooperation with our partners 0.00 ---- Temperature Coefficient Of PMAX -0.41%/°C Voltage is critical to success. With local o. lo.- 20.- 30.E 40.00 presence around the globe,Trina Is voltage(v) Temperature Coefficient of Vac -0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service Temperature Coefficient of Ise 0.05%/°C to each customer in each market Certified to withstand challenging environmental and supplement our innovative, ® conditions reliable products with the backing 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa snow load WARRANTY partner. We are committed 10 year Product Workmanship Warranty to building strategic,mutually beneficial collaboration with 25 year Linear Power Warranty installers,developers,distributors (Plea serete rtopradact-mrityfordetaiis) and other partners as the backbone of our shared success in CERTIFICATION o driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION o 10 Year Product Warranty•25 Year Linear Power Warranty `„®_ AIR. Modules per box:26 pieces w Trina Solar Limited A ® Modules per 40'container:728 pieces F www.trinasolar.com -100% Cr? - a '4dd/I/OIt01 VdI E 28 WEEE y 90°b Ue�Om Tljna SaIOf'S Iinec! 4!!Qllr CAUTION.READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. GQMP4fB o` Y ©2014 Trina Solo,Limited.All rights reserved.Specifications-ncl uded in this datasheet are subject to ry• (.._ Trinasolar BO% Trinasolar chongewt hoot notce / W Smart Energy Together 1 Years 5 20 25 Smart Energy Together 5 10 MPr` .Trina standard I i I ^SOIarCity ZepSolar Next-Level PV Mounting Technology ',,,SOIarQty ZepSolar Next-Level PV Mounting Technology Components . Zep System for composition shingle roofs I eroundZep Znterlook �y sae snownl _. Leveeng Foot y ` Zep Compatlbte W Module Z groove M p" `i � Rooi Attachment •--. P� Amy Start GeMPgTi '. Description r�A j v PV mounting solution for composition shingle roofs CpMphS�e • 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 U� 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 _1 • 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 Ilk • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 %1b Zep System bonding products are UL listed to UL 2703 kk 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 zepsolaccom 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.Zap 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 Label Location: Label Location: Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE Code: • WARNING P'_ WARNING ' Per Code: � ELECTRIC SHOCK HAZARD � NEC ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS 1 THE DC CONDUCTORS OF THIS 690.35(F) 690.31.G.3 •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEfU1 ARE TO BE USED WHEN PHOTOVOLTAIC DC LOADN THE OPEN POS TIONIZED MAY BEO ENERG ZED INVERTERIS DISCONNECT Per "" UNGROUNDED NEC .•1 Label Location: •_ Location: PHOTOVOLTAIC POINT OF • INTERCONNECTION Code: MAXIMUM POWER- A WARNING: ELECTRIC SHOCK POINT CURRENT(Imp)_ Per ••_ 690.17.4; 690.54 MAXIMUM POWER-_ HAZARD. DO NOT TOUCH POINT VOLTAGE(Vmp) NEC 690.53 TERMINALS TERMINALS ON Label Location: BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEh4 � �1AY 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 h-1.AXIMUM AC A OPERATING CURRENT MAXIMUL�AC OPERATING VOLTAGE WARNING ' P er ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED Label L• - • CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per ••- SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • WARNING ' P er Code: Label Location: ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS NEC 690.17(4) CAUTION ' ' TERMINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.13.4 IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS AL1;VAYS PRESENT WHEN SOLAR�,10DULES ARE EXPOSED TO SUNLIGHT Label • • Per WARNING ..- INVERTER OUTPUT Label • - • CONNECTION 690.64.13.7 PHOTOVOLTAIC AC DO NOT RELOCATE - DISCONNECT Per THIS ODEV CERRENT Conduit NEC ••1 Combiner :• Distribution Panel Disconnect Interior • • Label Location: (INV): Inverter With Integrated DC Disconnect f�1AXIfv1U t AC A ••I) (LC): Load Center OPERATING CURRENT Per Code: L-1AXIIviU 9 AC OPERATING VOLTAGE � 690.54 O Point of Interconnection 3055 Cleaview r r 'I San Mateo,.. ... �• . . a • �� • • • ' ' i • . GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:SIEMENS G3030MB1200 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE#SE5000A-USOOOSNR? #LABEL: A -(25)TRINA SOLAR TSM-255PA05.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:15770712 Inverter; 50 OW, 240V, 97.57.0. 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 E 20OA/2P MAIN CIRCUIT BREAKER SolarCity (E) WIRING Inverter 1 CUTLER-HAMMER 4 A > 20OA/2P Disconnect 5 SOLAREDGE Dc+ - - SE5000A-USOOOSNR2 Dc�---_-MP1,2&3: 1x15- (E) LOADS L1 r--------- L2 I N L Dc- I 3 2 30A/2P Ecc Dc+ Dc A ---- GND ------------------------------------- - GEC ---lN OG Dc- MP 1: 1x10 B GND __ EGC I y N tl)Conduit Kit; 3/4" EMT _J ZoZ EGCIGEC 2 I I I I I I _ GEc TO 120/240V I I SINGLE PHASE I I U11UTY SERVICE I I I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP O1 (1)SIEMENS/0230 PV BACKFEED BREAKER B (1)CUTLER-HAMMER #DG221URB /� A (1)SolarClt 4 STRING JUNCTION BOX D� Breaker, 30A/2P, 2 Spaces Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R /-� 2x2 STR GS, UNFUSED, GROUNDED -(2)Ground Rod 5/8" x 8', Capper ( )C" dutrd Ije ° 25)SOLAREDGE300 ZS oGrouo t 3neeneral Duty(DG) P V PowerBox�ptimizer, 30OW, H4, DC to DC, ZEP nd (')AWG/6, 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 (1)AWG X110, THWN-2, Black THWN-2, Black Voc* =500 VDC Isc 15 ADC _ (2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC (1)AWG#10, THWN-2, Red O (1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=7.19 ADC I O (1)AWG #6,'Solid Bare Copper EGC Vmp =350 VDC Imp=10.79 ADC Ir. (1 AWG/10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC (1 AWG#10,THWN-2,_Green. . EGC. . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . , ,..-(1)AWG/8,,THWN-2,,Green , , EGC/GEC (1)Conduit.Kit;,3/4'.EMT,. . . , �(1)AWG 110, THWN-2, Black Voc* =500 C sc =15 C (2)AWG j10, PV WIRE Block Voc* =500 VDC Isc =15 ADC ®IQF (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=10.79 ADC O (I)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.19 ADC . .L. (1)AWG/100HWN-2,.Green. EGC IJ I CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-010720 0 0 PREMISE ONNER DESCRIPTION: DESIGN: \\, CONTAINED SHALL NOT BE USED GROSS, JAMES GROSS RESIDENCE San Sharma FOR THE ita Sh �+ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 9 %�'•��=SolarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98 DEERFIELD DR 6.375 KW PV ARRAY ►,, PART TO OTHERS OUTSIDE THE RECIPIENTS NORTHAMPTON M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (25) TRINA SOLAR # TSM-255PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DALE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. INVERTER' 413 548-6802 PV 6 3/6/2015 888 (650>636-765- F: (650)638arct SOLAREDGE SE5000A-USOOOSNR2 � ) THREE LINE DIAGRAM ( >-�-an(765-2489> www.sdaraityaom STAMPED & SIGNED Sl Sl (E) 2x4 FOR STRUCTURAL ONLY (E) 2x4 (E) 1x4 JAS014 WIL IAM 0 5,-2» 5,_1>, JI 5'—11 5 —9 ° STRUCTURAL cn LBW (E) LBW No.5155't (E) 0/STE ��yaw�'4 SIDE VIEW OF MP1 NTS Digita son Toman SIDE VIEW OF MP3 NTS A Date:2015.0 .0910:00:23-OTOO' c)— MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 18" PORTRAIT 48" 18" ROOF AZI 159 PITCH 18 ROOF AZI 69 PITCH 18 RAFTER 2x4 @ 16" OC STORIES: 1 RAFTER 2x4 @ 16�� OC ARRAY AZI 69 PITCH 18 STORIES: 1 ARRAY AZI 159 PITCH 18 C.J. 2X4 @16" OC Comp Shingle C.J. 2x4 @16" OC Comp Shingle PV MODULE S1 5/16 BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE E 2 x 4 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ( ) ZEP ARRAY SKIRT (6) HOLE. (E) 1x4 (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. 0 5'-2" 5'-1" (E) COMP. SHINGLE (E) LBW (1) (4) PLACE MOUNT. (E) ROOF DECKING (2) (5)�INSTALL LAG BO LT WITH 5/16» DIA STAINLESS (5) NG WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER G(6) BOLT & WASHERS. MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 64" 24" STAGGERED (E) RAFTER STAN DOFF PORTRAIT 48" 18" ROOF AZI 249 PITCH 18 RAFTER 2x4 @ 16 OC STORIES: 1 ARRAY AZI 249 PITCH 18 C.J. 2x4 @16" OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN JDB NUMBER J B-010720 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE GROSS, JAMES GROSS RESIDENCE Sangita Sharma SolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 4 Nat SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 98 DEERFIELD DR 6.375 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive,Guiding 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (25) TRINA SOLAR # TSM-255PA05.18 PAGE NWT SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, NATHOUT THE WRIIIEN IN ERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (413) 548-6802 STRUCTURAL VIEWS PV 4 3/6/2015 (86B)-SOL-CITY(765-2489) www.solarcity.com PITCH: 18 ARRAY PITCH:18 MP1 AZIMUTH: 159 ARRAY AZIMUTH: 159 STAMPED & SIGNED MATERIAL:Comp Shingle STORY. 1 Story PITCH: 18 ARRAY PITCH:18 FOR STRUCTURAL ONLY MP2 AZIMUTH:249 ARRAY AZIMUTH:249 x 1 Story MA TERIAL Co mp Shing le STORY: - PITCH: 18 ARRAY PITCH:18 MP3 AZIMUTH:69 ARRAY AZIMUTH:69 �? JAS014 441E IAM MATERIAL:Comp Shingle STORY: 1 Story TOMAN V = a STRUCTURAL v � No.51554 a � t AC D i �G son Toman Inv O Date:201 910:00:08-07'00' D , L J LEGEND 0 (E) UTILITY METER & WARNING LABEL OINVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS DC DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS MP itch DC JUNCTION/COMBINER BOX & LABELS ® i M 4/1 c ❑ 3 ZIA DISTRIBUTION PANEL & LABELS N B Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER O Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR (E) DRIVEWAY Front Of House O HEAT GATE/FENCE VENTS ARE RED r, I It 'i INTERIOR EQUIPMENT IS DASHED L-'J 98 Deerfield Dr SITE PLAN N Scale: 1/8" = 1' W 01' 8' 16' f S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-010720 00 ��►, CONTAINED SHALL NOT E USED FOR THE GROSS, JAMES GROSS RESIDENCE Sangita Sharma ':,;So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,�r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 98 DEERFIELD DR 6.375 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES NORTHAMPTON M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building$Unit 11 THE SALE AND USE OF THE RESPECTIVE 25 TRINA SOLAR # TSM-255PA05.18 PAGE NAME SHEET: REV DATE Marlborough, MA 01752 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN 6WVERTER T: (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (413) 548-6802 SITE PLAN PV 3 3/6/2015 (888)—SOL—CITY(765-2489) www.odarcitycom \ \ 25-7" \ 4 —9' \ PROPERTY PLAN N Scale:l" = 20'-0' W / 0 20' 40' F S J B-010720 0 0 PREMISE OWNER: DESCRIPTXAI: DESIgt: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: \\\ CONTAINED SHALL NOT BE USED FOR THE GROSS, JAMES GROSS RESIDENCE Sangita Sharma /,`(�O'���I}" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ....77 1.r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 98 DEERFIELD DR 6.375 KW PV ARRAY ""_ PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES NORTHAMPTON, MA 01062 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (25) TRINA SOLAR # TSM-255PA05.18 PAGE NAME SHEET., REV DALE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)636-1028 F: (650)538-1029 PERMISSION Of SDLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (413) 548-6802 PROPERTY PLAN PV 2 3/6/2015 (868)-SOL-aTY(765-2489) www.s*rcitycom 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 DC EGC DIRECT CONDUCTOR COMPLIANCE ANCE WITHLARTS EQUIPMENT IN 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING CITY OF NORTHAMPTON EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BUILDING DEPARTMENT FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE 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 These plans have been reviewed HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL And approved, 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 Date 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 S i g n atu r 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 LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE 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. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) i J[3-010720 00 PREMISE OWNER: DESCRIPTION: DESIGN: 1 CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: San Ita Sharma \\i,`COI���IT\ CONTAINED SHALL NOT BE USED FOR THE GROSS, JAMES GROSS RESIDENCE 9' �. J `Y0 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •��_ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98 DEERFIELD DR 6.375 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Maou�s NORTHAMPTON M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (25) TRINA SOLAR # TSM-255PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE T: (650)638bor028 (8h,MA 01752 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (413) 548-6802 COVER SHEET PV 1 3/6/2015 (888)—SOL—CITY(765-2489) www.solarcitycom DocuSign Envelope ID:555F8788-6D18-4FA8-B34E-008059736280 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 I 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:James Gross EXPLANATION OF THIS RIGHT. Doausignea Cy: 24.ADDITIONAL RIGHTS TO CANCEL. Signature: LqdyQ IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 2/11/2015 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 2/11/2015. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 2/11/2015, SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: , SolarClty. Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agfeenient fft Date: 2/11/2015 o a 14�4 DocuSign Envelope ID:555F8788-6D18-4FA8-B34E-C08059736280 e ; ®larClty"' Power r Pur c:f gut�� ;�c rt r r7���r_.it a. Here are the key terms of your SolarCity Power Purchase Agreement Date: 2111/2015 $0 15z040 years. .. System installation cast Electricity rate per kWh Agreement term Our Promises to You • We insure,maintain,and repairthe System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 2417 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 remain fixed for the term of the agreement. • The pricing in this PPA is valid for 30 days after 2/1112015:' • 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 9,045 kWh Amount due at contract signing: $0 Estimated prepayment due when installation begins: $0.00 Estimated prepayment due following building inspection; $0.00 Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location James Gross 98 Deerfield Dr 98 Deerfield Dr Northampton, 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 0 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 riot 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. 30155 v,1/AY. SAN MAT LO; Cf;94402 888.SOL.CITY 1 888.765.2489 1 SOLARCITY.COM MA HIC 168,572.EL 1136MR FDocument Canerated on 2 11 f2015 5600444 CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Como Mount Type C Roof Slope 180 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only NA 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.6-116/C/D-14A/13 Mean Roof Height h 15 ft 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 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G D.Wn) 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 39.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Aflowable Cantilever Portrait 17" 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 49.3% LOAD ITEMIZATION - MP3 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP3 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 @ 16 in.O.C. 1.1 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 9.5 psf MP3 9.5 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 4/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 1 Section 4.9 Reduced Roof Live Load Lr Lr= Lo(111)(R2) Equation 4-2 Reduced Roof Live Load Lr 20 psf MP3 20.0 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 180 Horiz. Distance from Eve to Ridge W 11.7 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 G Structures kept just above freezing Table 7-3 1.1 Minimum Flat Roof Snow Load (w/ Pf-min 30.8 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 30.8 psf 77% ASCE Design Sloped Roof now Load Over Surrounding Roof ure 7-2 Surface Condition of Surrounding Roof CS-roof 1.0 All Other Surfaces Fi g Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof Ps-root 30.8 psf 77% ASCE Design Sloped Roo 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= (Cs-pv)Pf ASCE Eq: 7.4-1 Modules Ps P" 30.8 psf 77% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro perties Overhang 0.82 ft Actual W 1.50" Roof System Pro erties Span 1 5.20 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 San 2 5.04 ft Nominal Yes Roofing Material Comp Roof Span 3 A 5.25 in A2 Re-Roof No Span 4 S, 3.06 in A3 Plywood Sheathing Yes Span 5 1 5.36 in.^4 Board Sheathing None Total Span 11.06 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 1.67 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.08 ft Wood Grade #2 Rafter Slope 180 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 Pot Lat Bracing At Supports PV 3 End I Emi„ 510000 psi Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.05 10.0 psf 10.0 psf PV Dead Load PV-DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL 1,2 40.0 psf x 0.77 1 x 0.77 30.8 psf 30.8 psf Total Load(Governing LC TL I 40.8 psf 43.9 psf :d Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Q(Ct)(IS)p9,- Ce=Ct=I5=1.0; Member sign Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.96 1 1.5 1.15 Member nalysis Results Summary Maximum Max Demand 0 Location Capacitv DCR Shear Stress 44 psi 0.8 ft. 155 psi 0.29 Bending Stress 405 psi 8.9 ft. 1736 psi 0.23 Bending Stress -729 psi 6.0 ft. -1660 psi 0.44 (Governs) Total Load Deflection 0.05 in. I L11211 3.1 ft. 0.55 in. I L1120 0.10 CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff(Attachment Hardware) Como Mount Tyne C Roof Slope 180 Rafter Spacing 16"O.C. Framing Type/Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 moh 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 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 G -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U P(up) -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 39.5% 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 psf Net Wind Uplift at Standoff T-actual -247 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/CapacitV DCR 49.3% LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight( 0.5 psf PV Systern Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 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 @ 16 in.O.C. 1.1 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 9.5 DSf MP2 9.5 sf 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 Rl 1 Section 4.9 Sloped Roof Reduction Rz 1 Section 4.9 Reduced Roof Live Load Lr Lr= Lo(R1)(R2) Equation 4-2 Reduced Roof Live Load Lr 20 psf MP2 20.0 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 180 Horiz. Distance from Eve to Ridge W 11.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 Snow Thermal Factor 4 Structures kept just above freezing Table 7-3 Minimum Flat Roof Snow Load (w/ pf-min 30.8 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 30.8 psf 77% ASCE Design Sloped nnf Snow Load Uv—e—r—gu—mounding Roof Surface Condition of Surrounding Roof Cs-roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pr ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 30.8 psf 77% ASCE Design Sloped Roof Snow Load Over PV M u es Surface Condition of PV Modules 4_PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV Ps-p„= (Cs-pv)Pf ASCE Eq: 7.4-1 Modules Ps�" 30.8 psf 77% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro pertles Overhang 0.82 ft Actual W 1.50" Roof System Pro rties Span 1 5.15 ft Actual D 3.50" Number of Spans w/o Overhang) 2 San 2 5.06 ft Nominal Yes Roofing Material Comp Roof Span 3 A 5.25 in.^2 Re-Roof No Span 4 S. 3.06 in A3 Plywood Sheathing Yes Span 5 I 5.36 in A4 Board Sheathing None Total Span 11.03 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 4.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.08 ft Wood Grade #2 Rafter Slope 180 PV 2 Start Fb 875 psi Rafter Spacing 16" O.C. I 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 mary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.05 10.0 psf 10.0 psf PV Dead Load PV-DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL112 40.0 psf x 0.77 (x 0.77 30.8 psf 1 30.8 psf Total Load(Governing LC TL 40.8 psf 43.9 nsf 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=IS=1.0; Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.96 1 1.5 1.15 Member Anal sis Results Summary Maximum Max Demand 0 Location Capacity DCR Shear Stress 43 psi 0.8 ft. 155 psi 0.28 Bending(+)Stress 421 psi 8.8 ft. 1736 psi 0.24 Bending (-) Stress -702 psi 6.0 ft. -1661 psi 0.42 (Governs) Total Load Deflection 0.06 in. I L/1155 8.6 ft. 0.54 in. 120 0.10 CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 180 Rafter Spacing 16"O.C. Framing Type/Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Desi n 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 15 ft 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 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down G D.W" 0.45 Fig.6-116/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 39.5% 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 psf Net Wind Uplift at Standoff T-actual -247 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.3% LOAD ITEMIZATION - MPi PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MPi 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 @ 16 in.O.C. 1.1 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 9.5 psf(MPI) 9.5 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 :S 200 sf Roof Slope 4/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 1 Section 4.9 Reduced Roof Live Load Lr 4= Lo (RI)(Rz) Equation 4-2 Reduced Roof Live Load Lr 20 psf(MPI) 20.0 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 180 Horiz. Distance from Eve to Ridge W 13.5 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor C. Partially Exposed Table 7-2 1.0 Snow Thermal Factor Ct Structures kept just above freezing Table 7-3 1.1 Minimum Flat Roof Snow Load (w/ pf-min 30.8 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load Pf pf= 0.7(CJ(Ct) pg; pf>_ pf-min Eq: 7.3-1 30.8 8 psf 77% ASCE esi n Sloped Roof now Load Over Sunroundina Figure 7-2 Surface Condition of Surrounding Roof CS-soot 1.0 All Other Surfaces Fi g Design Roof Snow Load Over Ps roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof P:-roof 30.8 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces 1.0 Figure 7-2 Design Snow Load Over PV P9.P„= (C$_ )Pf ASCE Eq: 7.4-1 Modules Ps P" 30.8 psf 77% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MPi Horizontal Member-Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Prmupe rties San 1 5.89 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 5.78 ft Nominal Yes Roofing Material Comp Roof Span 3 A 5.25 in.^2 Re-Roof No Span 4 S. 3.06 in A3 Plywood Sheathing Yes Span 5 I 5.36 in.^4 Board Sheathing None Total Span 12.83 ft TL DefTn Limit 120 Vaulted Ceiling No PV 1 Start 1.33 ft Wood S eces SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.75 ft Wood Grade #2 Rafter Slope 180 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 Em;,, 510000 psi Member Loading mary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.05 10.0 psf 10.0 psf PV Dead Load PV-DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SLi,2 40.0 psf x 0.77 1 x 0.77 30.8 psf 30.8 psf Total Load(Governing LC TL 1 40.8 psf 43.9 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=Ct=Is=1.0; Member Design Summa (per NDS Governing Load Comb I CD CL + CL - CF Cr D +S 1 1.15 1.00 0.94 1 1.5 1.15 Member Anal sis Results Summary Maximum Max Demand lid Location Capacity DCR Shear Stress 51 psi 1.2 ft. 155 psi 0.33 Bending Stress 542 psi 10.3 ft. 1736 psi 0.31 Bending -) Stress -935 psi 7.1 ft. -1640 psi 0.57 (Governs) Total Load Deflection 0.09 in. I L/794 10.1 ft. 0.62 in. I L/120 0.15 03.06.2015 So al �C�.t PV System Structural Version#42.2 Y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Gross Residence AHJ: Northampton Job Number: 010720 Building Code: MA Res.Code,8th Edition Customer Name: Gross,James Based On: IRC 2009/IBC 2009 Address: 98 Deerfield Dr ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01062 Upgrades Req'd? No Latitude/Longitude: 42.314004 -72.694555 Stamp Req'd? Yes SC Office: Springfield PV Designer: Sangita Sharma Calculations: Kevin Houn EOR:I Jason W.Toman,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 —Q00Pr&ath 98 Deerfield Dr, Northampton, MA 01062 Latitude:42.314004, Longitude: -72.694555, Exposure Category: C Version#42.2 � # SolarCit p y A� March 6, 2015 JASON WIL IAM TOMAN Project/Job#010720 STRUCTURAL RE: CERTIFICATION LETTER No.51554 Project: Gross Residence 98 Deerfield Dr �`SSlpN Northampton, MA 01062 Digit n Toman Date:2015. .09 10:00:46-07'00' To Whom It May Concern, 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 - MPl: Roof DL=9.5 psf, Roof LL/SL= 30.8 psf(Non-PV Areas), Roof LL/SL = 30.8 psf(PV Areas) - MP2: Roof DL=9.5 psf, Roof LL/SL = 30.8 psf(Non-PV Areas), Roof LL/SL = 30.8 psf(PV Areas) - MP3: Roof DL= 9.5 psf, Roof LL/SL = 30.8 psf(Non-PV Areas), Roof LL/SL= 30.8 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, Jason W.Toman, P.E. Professional Engineer Main: 888.765.2489 email: jtoman @solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-102.8 (888)SOL-CITY F(650)638-1029 solarcity.corn end this lie Date- � "'S d. , 6--6--1 �* � w � S S y rr `w � DATE(MMIDDIYYYY) Acr-'R© CERTIFICATE OF LIABILITY INSURANCE 08129 014 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: It the certificate holder is an ADDITIONAL INSURED,the policy(les)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 endorsement(s). CONTACT PRODUCER NAME MARSH RISK 8 INSURANCE SERVICES PHONE---- -- — - --- 0AX _ 345 CALIFORNIA STREET,SUITE 1300 1_, CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS - — -- -- _ Liberty.Mutual Fire Insurance ING COVERAGE NAIC#1 _ INSU RERISI AFFORD 999301-STND-GAWUE-14.15 _.-------- INSURERA CP�Y 16586 INSURED INSURER B:Liberty Insurance Corporation _ 42404 Ph(650)963.5100 NIA N/A _._.. SolarCity Corporation INSURER c: _ __ __._ _ -- 3055 ClearYiew 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. NOTVNTHSTANDING 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. ..__._.-_.3kDDl Uel't . . POUCYEFF POUCYEXii- .... _. ... __- LTR TYPE OF INSURANCE 3 POLICY NUMBER MIDD MWDDIYY - LIMITS A 'GENERAL LIABILITY '-0 09/0112014 09/0112015 EACH OCCURRENCE $ 1,000 000 -DAMRGe YO. TEO 100,000 X 'r COMMERCIAL GENERAL LIABILITY j PREMISE.$_1Ea occurrence] $ _... } X , ; ` MED EXP,(Any one Person) ,$_ J CLAIMS-MADE I J OCCUR 10,000 _. — 1,000,000 _ ...................... I PERSONAL&ARV INJURY $__ — -_ i GENERALAGGREGATE .- 5 2DOO,000 GE_N L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG !.$.,.. 2,IX1©000 X POLICY X a PRO- LOC Deductible S 25000 A AUTOMOBILE LIABILITY AS2.661-066265-044 bOl/2014 09101/2015 � BI NEONINGLE LIMIT4 1000000 X ANY AUTO BODILY INJURY(Per person) $ III ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X.... X 1 NON-OWNED PeO ccRidTnl)DAMAGE $ . 4 HIRED AUTOS AUTOS - X I Phys.Damage COMPICOLL DED: $ $1,0001$11000 UMBRELLA LiAB OCCUR EACH OCCURRENCE { }4 -.... EXCESS UAB a CLAIMS-MADE' I AGGREGATE $ _ DED RETENTION.$ $ B j WORKERS COMPENSATION WA7-660-066265-024 0910112014 09/0112015 X yvC STATU 0TH-, AND EMPLQYERS'LIABILITY Y 1 N , IORY L0141T5 .......a ER -.... 9 ANY PROPRIETORIPARTNERIEXECUTIVE WC7 661-066265 034(WI} 09101(2014 08101/2415 E L EACH ACCIDENT $ 1.000,000 OEFtCERlMEMBER EXCLUDED N -- - -- 9 {Mandatary in NH) I WC DEDUCTIBLE:$350,000' -E L DISEASE EA EMPLOYE E„$, 1 000,000 I[yea,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 11000,000 DESCRIPTION Of OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Evdence 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&Insurance Services Charles Marmolejo ©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 Office of Investigations # r 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass gov1dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Letlibly Name(Business/Organization/Individual): SOLARCITY CORP _ Address:3055 CLEARVIEW WAY City/State/Zip:SAN MATEO, CA 94402 phorie #:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 5000 4. ❑ I am a general contractor and 1 b ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have S. ❑ Demolition working for mein any capacity. employees and have workers' 9 ® Building addition [No workers' camp.insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 1011 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 SOLAR/PV employees. [No workers' 13.E Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. I 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,they must provide their workers'comp.policy number. I am an employer that Is providing workers'compensation insurance for my employees. Below is the policy and}ob site Information. Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY Policy#or Self-ins. Lic.#:WA7-66D-066265-024 Expiration Date:09/01/2015 (� MA Job Site Address: �� r 1E�h City/State/Zip: O Qkc _ 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. I do hereby certto under lite pains and penalties of perjury that the Information providers Bove is true and correct. ell i i Simaturr n Phone# Official use only. Do not write In this area,to be completed by city or town official. 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 ti.Other Contact Person: 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 'r 9.Reaistered Home Improvement Contractor: Not Applicable ❑ SOLARCITY/JAMES DIPADUA 168572 Company Name Registration Number 604 SILVER ST AGAWA A 01001 03/08/17 ddr s Expiration Date 0i 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 Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,You may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. Demolition New Signs [ ] Decks [ ] Siding[ ] Other 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 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 existina 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 JAMES GROSS as Owner of the subject property hereby authorize SOLARCITY to ac°^^, h,h,lf in an matsars relative to work authorized by this building permit application. 03/09/15 Signature of wrier 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 DIPADUA Pr' t N e V""'n c 03/09/15 Signature f Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking 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. Depadment use only, of Northampton Status,of Permit. C l� ing Department Curb Cut1Drivway hermit r0ectric, 2 Main St reet Sewer/SepticAva�l pity Room 100 Water/Well Avattabi)N mpton, MA 01060 Two Sets of 58 -1240 Fax 413-587-1272 Plot/Site Plans Piu t nspections ^so Otter Specie 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 98 DEERFIELD DR. Map Lot Unit Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: JAMES GROSS 98 DEERFIELD RD Name(Print) Current Mailing Address: 413-548-6802 Telephone Signature 2.2 Authorized Agent: SolarCity Corp 604 Silver St Agawam MA 01001 am (Print) Current Mailing Address: 978-215-2380 SignatLke Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 5,000 (a)Building Permit Fee 2. Electrical 11,000 (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) 16,000 1 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/inspector of Buildings Date File#BP-2015-0852 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 24 ST MARTIN DR BLDG 2,UNIT 11 MARLBOR001752(888)765-2489(2358) PROPERTY LOCATION 98 DEERFIELD DR MAP 29 PARCEL 172 001 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 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 INFOR TION 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 Demo 'tio ela tz Sign re o Building O vial 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. 98 DEERFIELD DR BP-2015-0852 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29- 172 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0852 Project# JS-2015-001656 Est. Cost: $16000.00 Fee: $96.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sc. ft.): 16770.60 Owner: GROSS SHARON M&JAMES zonine: Applicant: SOLARCITY CORP AT. 98 DEERFIELD DR Applicant Address: Phone: Insurance: 24 ST MARTIN DR BLDG 2,UNIT 11 (888) 765-2489 (2358) Workers Compensation MARLBOROMA01752 ISSUED ON:311612015 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 3/16/2015 0:00:00 $96.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner