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37-007 (4) solar=@@ Single Phase Inverters for North America s o I a r s e SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US I SE3800A-US I SE5000A-US I SE6000A-US I SE760OA-US I SE10000A-US SE11400A-US OUTPUT SolarEd a Single Phase Inverters 9980 @208V g g . 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 ......-208............................... ................ ............... ................. ................ ................ .................. .................. ........... AC Output Voltage Min.-Nom.-Max.* � ✓ ✓ ✓ ✓ ✓ ✓ SE7600A-US/SE10000A-US/SE11400A-US 211-2 4.. ..?64.va. . ........ ....... ..... . ............. ...... .. ......... ..... . ... .. . ...... ....... ... ...I... .. H2 AC Frequency Min Nom.Max. 59.3-60 60.5(with HI country setting 57-60 60 5) t ' Max.Conti nuous Output Current 12.5 16 24 @ 2MB 25 32 48 @ 208V 47.5 A i a,�. . ...,... ... (............. .. .. .... ?40V I ' I. GFDI ... ........... .... ....1.. . ... .. .................... ...... ......... A. ... g: Utility Monitoring,Islanding d Protection,Country Configurable Yes erts�" Thresholds �etC, INPUT ° Recommended Max.DC Power** 3750 4750 6250 7500 9500 12400 14250 W sle- G 1fl8ir i (STC) Transformer less,Ungrounded Yes ' - �e{zit• .. .......... Max Input Voltage 500 Vdc .,.�.-. ..............P........g.......... ...... ... .... ....... ..... ... .. ...... .... ........... ......... . �r. ( Nom.DC In ut Volta a 325 @ 208V/350 @ 240V Vdc .. .. (.. . . .. 33 @ 208V... .... ... . .. ..... Max.Input Current*** 9 5 13 16.5 @ 208V 18 15 5 @ 240V 23 30.5 @ 240V 34.5 Adc Max.Input Short Circuit Curren_t 45 Adc ... ..... _ .... .... .............. ..... ,ru': Reverse-Polarity Protection Yes ' Ground Fault Isolation Detection 600ka Sensitivity " .... .. ..... .............. .. ... ................ ....... .. .. .. ... .. ... .. .. .... .. .. ... .. . .. .. .. .. .... e.. Maximum Inverter Efhaency 97 7 98.2 98.3 98.3 98 98 98 ...................... .. ......... .... 97.5 @ 208V. ..... ... . . .... .. � . .� CEC Weighted Efficiency 97.5 98 97.5 97.5 .97 @ 208V 97.5 @ 24 % .. * 98 @ 240V 97.5 0V Nighttime Power Consumption <2.5 <4 W F ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ...... .. .... ........ .... ...... .................. .. Revenue Grade Data,ANSI C12.1 Optional STANDARD COMPLIANCE Safety............ UL1741,UL16998,UL1998,C 22.2 d - -` Grid Connection Standards IEEE1547 .GTid ......Stan........... ... . ....... . . . .... 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/a 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/ 30.5 x 12.5 x 10.5/775 x 315 x 260 in/ Switch(HxWxD) 775 x.3.15 x 172 775 x 315 x.1.9.1 mm Weight with AC/DC Safety Switch 51.2/23.2 54.7/24.7 SS.4/40 1 lb/kg. Cooling Natural Convection Fans(user replaceable) ....................... ................... ...... . .. .... .... .......... The best cho#ce for SatarEdge enabled systems No Se . .. . .. <25 <sD....... _ ... . . . aBA Min Max Operating Temperature -13 to+140/ 25 to+60(CAN version**** 40 to+60 °F/°C Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range....................... ........... ) Protection Rating N.E.M.A.3R Superior efficiency(98%) u............ For other regional settings please contact SolarEdge Apart Small,lightweight and easy to install on provided bracket. ••Limited to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77'F/25'C. For detailed information,refer to hn // d /fil /df/inverter d 'd df - Built-in module-level monitoring A higher current 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 microFIT(micmFIT exc.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 sunSPEC USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us I I • solar " • • ! solar " • • SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer Module Add-On For North America P300 P35D Paoo (for 6 t'PV (for 72•cell PV (for 96-cell PV modules) modules) modules) INPUT P300 / P350 / P400 • Rated Input DC PoweO) 300 350 400 W _- _ -._....... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range 8 48 8-6o _ 8 80 Vdc • 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 35 Adc Maximum Output Voltage _60 Vdc • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC6,2109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System voltage 1000 Vdc Dimensions(W x L x H) 141 x 212 x 40.5/555 x 8.34 x 1.59 mm/in Weight(including cables) _._ 950/21 ..,., .... .gr/lb.,, s Input Connector MC4/Amphenol/Tyco Output Wire Type Connector Double Insulated,Amphenol v ..Output Wire.L_en.gth ._0. 95/3.0 12/3.9 It .. Operating Temperature Range 40 +85/40 +185 .-C/F Protection Rating IP65/NEMA4 .t. .. _. .. .. ..... _. ._. .. y � Relative Humidity „ Ra d srC p o 11 ­,. d. PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 209V 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 ... ...o... ..... 0 .... ..1275. Maximum Power per String 5250 6000 12750 W —.Superior efficiency(99.5%) Parallel Strings .iffer......Lengths ri ..._.. ....... _._..... ..._.._ .........._.__.._.......__.........._.._. 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 USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us I CS6P-235/240/245/250/255PX �r CanadianSolar Black-framed �F•ay,,�ps Electrical Data STC CS6P-235P CS15P-240P CUP-245P CS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 25OW 255W NewEdge Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30AV 30.2V Pmax -0.43%/°C Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/°C Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Ise 0.065%/°C Black-framed Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45±2°C Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40°C-+85°C Performance at Low Irradiance Maximum System Voltage 1o0ov(IEC)/600v UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m'to 200w/m' Next Generation Solar Module Power Tolerance 0_+5W (AM 1.5,25°C) Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM 1.5 and cell temperature of 25'C NewEdge,the next generation module designed for multiple — Engineering Drawings NOCT CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX types of mounting systems,offers customers the added Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27AV 27.5V 27.5V Amok appearance,auto groundingand theft resistance. Optimum Operating Current(Imp) 6.27A 6.38A 6.49A - 6.60A 6.71A - Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34AV The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Ise) 6.86A 6.96A 7.08A 7.19A 7.29A incorporating the groundbreaking Zep compatible frame. Under Normal operating Cell Temperature,Irradiance of 500 W/m',spectrum AM 1.5,ambient temperature 20'C, The specially designed frame allows for rail-free fast wind speed 1 m!s installation with the industry's most reliable grounding Mechanical Data system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement 60(6 x 10) I with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2lbs) LLt I I I I I I reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy • Lower system costs - can cut rooftop Best Quality J-BOX IP65,3diodes installation costs in half -� Cable 4mm2(IEC)/12AWG(UL),1000mm • 235 quality control points in module production Connectors MC4 or MC4 Comparable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects I with auto leveling and alignment • Current binning to improve system performance Standard Packaging(Modules per Pallet) 24pcs • Accredited Salt mist resistant Module Pieces per container(40 ft.Container) 672pcs(40'HQ) ---------- - - ------ --- • Built-in hyper-bonded grounding system - if it's I-V Curves CS6P-255PX mounted,it's grounded Best Warranty Insurance • Theft resistant hardware • 25 years worldwide coverage • 100%warranty term coverage Section A-A • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 350 and grounding system • Non-cancellable coverage • Industry first comprehensive warranty insurance by Immediate I AM Best rated leading companies in the • Insured by 3 world top insurance companies ° 9�Insurance P world Comprehensive Certificates • Industry leading plus only power tolerance:0-+5W _ -- • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, — 115 40 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS 926 ground mounting systems • IS09001:2008:Quality Management System • ISO/TS16949:2009:The automotive quality `Speccations included inthis datasheetare subject to change without prior notice. • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage • IS01 4001:2004:Standards for Environmental About Canadian Solar 100°h management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was s7x QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in Added Value prty Hazardous Substances Regulations solar systems, wafers, er modules and November 2006. Canadian Solar has module manufacturing 90% om Warran • OHSAS 18001:2007 International standards for Canadian solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. products of uncompromising quality to worldwide s°% occupational health and safety customers. Canadian Solar's world class team of uti s 10 1s so ss REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarte(s 1545 Speedvale Avenue West Guelph I• •10 year product warranty on materials and workmanship ae . SP E TeL+1 519 837 1881 •25 year linear power output warranty www.canadiansolar.com EN-Rev 10.17 Copyright.,;2012 Canadian Solar Inc. SolarCity SleekMountTM - Comp SolarCity SleekMountTM - 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 # 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 TM modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle 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 Install lag pursuant to NDS Section 11.1.3 •Anodized components for corrosion resistance 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 5/16"Machine Screw Leveling Foot Lag Screw Y Comp Mount Comp Mount Flashing 0 *' O 0 n Solartit LISTED o January 2013 "AO� O SolarCity, January 2013 y Label Location: Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE Code: WARNING (AC)(_ ;' WARNING Code: NEC 690.31.G.3 ELECTRIC SHOCK HAZARD •. ELECTRIC SHOCK HAZARD . DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS Label • •n: TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTERIS Code: IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED DISCONNECT NEC .•0 Label Label Location: • a • WARNING (POI) Code: MAXIMUM POWER-_ INVERTER OUTPUT POINT CURRENT(Imp) A ■_ • _ 690.64.13.7 CONNECTION MAXIMUM POWER- y NEC 690.53 DO NOT RELOCATE POINT VOLTAGE(Vmp) THIS OVERCURRENT MAXIMUM SYSTEM-V DEVICE VOLTAGE(Voe} SHORT-CIRCUIT A CURRENT(Isc} Label • • PHOTOVOLTAIC POINT OF (POI) Label Location: INTERCONNECTION Per • _ WARNING WARNING:ELECTRIC SHOCK •. Per HAZARD.DO NOT TOUCH Code: TERMINALS.TERMINALS ON ELECTRICAL SHOCK HAZARD 690.17(4) BOTH THE LINE AND LOAD SIDE DO NOT TOUCH TERMINALS 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 ARE OPERATING CURRENT - A EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE _ V Label • • WARNING Location: Per Code:ELECTRIC SHOCK HAZARD •.� CAUTION � (POI)Code:Per IF A GROUND FAULT IS INDICATED PHOTOVOLTAIC SYSTEM NORMALLY GROUNDED CIRCUIT IS BACKFED 690.64.B.4 CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED Label • • Label Location: CAUTION '• PHOTOVOLTAIC AC (AC) (POI) Per Code: Disconnect DISCONNECT Per Code: PHO OVOIT�CSYSTEM 690.64.13.4 Conduit NEC .•0 :. Conduit(D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Label Location: (INV): Inverter With Integrated DC Disconnect AC (PO Load Center OPERATING CURRENT A ■- ••- MAXIMUM AC (M): Utility Meter OPERATING VOLTAGE - V •I): Point of • • ■u■ mnnw■■■ • • a �� • • , , Label mmiu■n■uo■•■•inmm,■rumui•m■ • • a • a • . • I � nn■■n:• u ur■uunm■m■unmr■ummm GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC404081200 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE#SE6000A-USOOOSNR LABEL: A -(29)CANADIAN SOLAR__# CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:069967073 Inverter; 60 OW, 240V, 97.5% w/Unifed Disco and ZB,RGM,AFCI PV Module; 255 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 200A/2P MAIN CIRCUIT BREAKER Inverter 1 SolarCity (E) WIRING CUTLER-HAMMER 4 A Ti 20OA/2P Disconnect 5 SOLAREDGE A DC+ SE6000A-USOOOSNR2 I I DC- MP3: 1x12 (E) LOADS EGC mI L1 zaov F---------- ry l.2 DC+ ~ IT N DC- I 3 2 35A/2P EGC DC- Dc+ A ------------------------------------- GEC ---�� DC Dc- MP1: 1x17 1 6 I GND EGC--- --------- tl)Conduit------------ ---F---- -- EGC------------- - ---*J I N Kit; 3/4' EMT _J o EGCIGEC Z I I I I I lI - GEC_r-T TO 120/240V I I SINGLE PHASE I I UTILITY SERVICE I I I I I I I I 1 1 PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP PO (1)MURRAY a MP235 PV BACKFEED BREAKER B (1)CUTLER-HAMMER /DG222URB /t♦ A (1)SdarCity 4 STRING JUNCTION BOX D Breaker, 35A/2P, 2 Spaces Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R A 2x2 STR�GS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8' x 8', Copper -0)CUTLER-{iAMMER /DG10ONB Ground/Neutral it; 60-100A, General Duty(DG) PV (29)SOLAREDGEA4AZS PowerBox ptimizer,3o0-2N 30OW, H4, DC to DC, ZEP nd (1)AWG/6, Solid Bare Copper -(1)Graund 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 X18, THWN-2, Black (1)AWG 110, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG X110, PV WRE, Black Voc* =500 VDC Isc =15 ADC O (1)AWG/8, THWN-2, Red k (1)AWG /10, THWN-2, Red Vmp =350 VDC Imp=12.22 ADC O (1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.63 ADC III��LLL(1)AWG/10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1 AWG /10, THWN-2,,Green , EGC. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -(1)MG#8,.THNM-2,Green . . EGC/GEC.-(I)Conduit.Kit;.3/4'.EMT. . . . . . . (1 AWG 110, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2 AWG/10, PV MARE, Black Voc* =500 VDC Isc =15 ADC ® (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=8.63 ADC O W_(1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.22 ADC (1)AWG 110, THWN-2,.Green. . EGC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J B-010521 0 0 PREMISE OtINER: DESCRIPTION: DESIGN CONFIDENTIAL S - THE INFORMATION HEREIN JOB NUMBER: \,,`�OI���I�� CONTAINED SHALL NOT BE USED FOR THE TRUMP, ROBERT TRUMP RESIDENCE Regina Taurino �_"?� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 601 FLORENCE RD 7.395 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) CANADIAN SOLAR # CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV DATE: T: (650)638-1028 FA(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-USOOOSNR2 4133350613 THREE LINE DIAGRAM PV 4 11/5/2014 (888)-SOL-CITY(765-2489) www.solarcity.com f t (N) GUSSET PLATE — SEE ' ANDREW D UPGRADE DETAIL �t wttlTC7 S1 (E) 1x8 (U STrttJr,''uAN, (N) GUSSET PLATE — S (E) 1x8 S1 (E) 1x6 iti ru;-47a1r (E) 2x4 \-0 Yp cr UPGRADE DETAIL (E) 1x6 Gds 1 L� - yis`�,1� (E) 2x4 NAU 4 5'-5" 4' STAMPED & SIGNED 2' 5'-5" 4' 0° (E) LBW FOR STRUCTURAL. ONLY (E) LBW A SIDE VIEW OF MP1 NTS SIDE VIEW OF MP3 NTS B MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER I NOTES X SPACING X CNTILEVER Y SPACING Y CANTLEVER LANDSCAPE 72" 24TT STAGGERED MP3 NOTES PORTRAIT 48" 20" LANDSCAPE 7211 24" STAGGERED ROOF AZI 81 PITCH 22 PORTRAIT 4811 20" RAFTER 2X6 @ 24 OC ARRAY AZI 81 PITCH 22 STORIES: 2 ROOF AZI 261 PITCH 22 C.J. 2X6 @24" OC Comp Shingle RAFTER 2X6 @ 24 OC ARRAY AZI 261 PITCH 22 STORIES: 2 C.I. 2x6 @24"OC comp Shingle NOTES: PV MODULE 0 UPGRADE EVERY TRUSS THAT THE ARRAY IS MOUNTED TO WHICH HAS (E) GUSSET PLATE MISSING 5/16" BOLT WITH LOCK INSTALLATION ORDER FROM ONE OR BOTH SIDES OF TRUSS (BOTH SIDES OF ROOF). & FENDER WASHERS 0 INSTALL 3/4" PLYWOOD, PL400 OR APPROVED EQUAL ADHESIVE, AND 2.5" #10 WOOD SCREWS (4 LOCATE RAFTER, MARK HOLE INTO EACH MEMBER). ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT 0 DRILL 3/16" LEAD HOLES IN GUSSETS FOR SCREWS, MAINTAIN 1" EDGE DISTANCE. ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH — ZEP COMP MOUNT C POLYURETHANE SEALANT. / \ GUSSET UPGRADE ZEP FLASHING C (3) (3) INSERT FLASHING. // 4 1'-0" REQUIRED AT BOTH I SIDES OF ALL TRUSSES (E) COMP. SHINGLE (4) PLACE MOUNT. SUPPORTING THE (1) \ � PROPOSED ARRAY (E) ROOF DECKING u (2) �INSTALL AG BOLT WITH 5/16" DIA STAINLESS (5) (5) G WASHER. — STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF S 1 Scale: 1 1/2 = 1 E APEX GUSSET PLATE Scale: 1/2"=V-0" CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-010521 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: \`, CONTAINED SHALL NOT USED FOR THE TRUMP, ROBERT TRUMP RESIDENCE Regina Taurino �OI���'�" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: „o •. y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 601 FLORENCE RD 7.395 KW PV ARRAY PART OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (29) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, BuAdhg 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE T: (650)Marlborough,38-102 F.- (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 4133350613 STRUCTURAL VIEWS PV 3 11/5/2014 (BBB)-sa-PTY(765-2489) ,..�Iar�Hy�«n PITCH: 22 ARRAY PITCH:22 MP1 AZIMUTH:81 ARRAY AZIMUTH: 81 MATERIAL: Comp Shingle STORY: 2 Stories ���� % - tN Of Raq�� PITCH: 21 ARRAY PITCH:21 MP2 AZIMUTH: 171 ARRAY AZIMUTH: 171 t>r II T' P 9 f MATERIAL: Comp Shingle STORY: 2 Stories S-MLK,-.;RA, + PITCH: 22 ARRAY PITCH:22 �� 47 tk. 3 1_+ MP3 AZIMUTH:261 ARRAY AZIMUTH: 261 / y \�> �, o Q-� MATERIAL: Comp Shingle STORY: 2 Stories AC �� NAT. Inv © O D ; STAMPED & SIGNED t f c FOR STRUCTURAL ONLY ! Digitally signed by Andrew White L` Date:2014.11.05 12:56:55 -05'00' ,r LEGEND 0 (E) UTILITY METER & WARNING LABEL -. �--- - -71 Front Of House V INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS f ti `I 'tt A © DC DISCONNECT & WARNING LABELS © AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS �D DISTRIBUTION PANEL & LABELS �i i f � ` Le LOAD CENTER & WARNING LABELS x' ; A DEDICATED PV SYSTEM METER } =k STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR l 1 CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED MP2 SITE PLAN A r Scale: 3/32" = 1' W 01' 10' 21' PREMISE OIINER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN FINVMTER:ER: J13-01 0521 0 0 CONTAINED SHALL NOT E USED FOR THE TRUMP, ROBERT TRUMP RESIDENCE Regina Taurino -- SolarCity.BENEFlT OF ANYONE EXCEPT SOLARCITY INC.. SYSTEM: �.�r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Mount T e C 601 FLORENCE RD 7.395 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Marti Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE CANADIAN SOLAR # CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV. DATE: T. (650)6x38—a1028.MA 01752 638-1029 PERMISSION SOLARCITY INC. REDGE SE6000A-USOOOSNR2 4133350613 SITE P LAN PV 2 11/5/2014 (BBB>—Sa—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. DC ONC DRECTECURRENT LABORATORY IOSHALL LSTCALLNIEQUIPMENT IN C17( [)F_ 111", OFITHAMPTON EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. PA RTM E NT (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING 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. These P,! ` : , e e.ra reviewed GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY And apprey,d. HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL �ate ���✓ ��^v Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). Signature MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT !, W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES 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 AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) b Ilk CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER J[3-010521 0 0 PREMISE OM#ER: DESCRIPTION: DESIGN: . CONTAINED SHALL NOT E USED FOR THE TRUMP, ROBERT TRUMP RESIDENCE Regina Taurino "?�,;SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.tt NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 601 FLORENCE RD 7.395 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS �� NORTHAMPTON M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION NTH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) CANADIAN SOLAR # CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: Marlborough,MA 01752 PAGE NAME: SHEET: REV: DATE: T: (650)638-1028 F: (617 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 4133350613 COVER SHEET PV 1 11/5/2014 (BBB)-SCI-CITY(765-2489) www.Warcitycom CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Com Moun T C Roof Slope 220 Rafter Spacing 24"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 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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.45 Fig.6-11B/C/D-14 B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -14.6 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -250 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 50.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -278 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 55.6% LOAD ITEMIZATION - MP3 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 MP3 Roofing Type Comp Roof ( 1 Layers) 2.5 psf Re-Roof to i 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 @ 24 in. O.C. 1.1 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 7 psf MP3 7.0 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 RZ 0.95 Section 4.9 Reduced Roof Live Load I Lr Lt= Lo(Rl)(RZ) Equation 4-2 Reduced Roof Live Load I Lr 19 psf MP3 19.0 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 220 ' Horiz. Distance from Eve to Ridge W 13.2 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Q! Partially posed Table 7-2 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 (C.)(Ct) (I) pg; pf? pf-min Eq: 7.3-1 30.8 psf 77% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof CS-'°°f Figure 7-2 1.0 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 30.8 psf 77% ASCE Design Slooed Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV PS-PV= (C.-P„)Pf ASCE Eq:7.4-1 Modules Ps"D° 30.8 Psf 77% CALCULATION OF DESIGN WIND LOADS - MPi Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware) ggmp Mount Tyl2e.0 Roof Slope 220 Rafter Spacing 24"O.C. Framin T 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 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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 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 -14.6 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -250 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 50.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -278 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 55.6% F] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN SNOW STICK FRAME.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 40 Fv' = 155 fv/Fv' = 0.26 Bending(+) fb = 323 Fb' = 1504 fb/Fb' = 0.21 Bending(-) fb = 489 Fb' = 1374 fb/Fb' = 0.36 Deflection: Interior Live 0.03 = <L/999 0.40 = L/180 0.07 Total 0.04 = <L/999 0.60 = L/120 0.06 Cantil. Live -0.02 = L/783 0.14 = L/90 0.11 Total -0.02 = L/636 0.22 = L/60 0.09 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 7 Fb' - 875 1.15 1.00 1.00 0.913 1.300 1.00 1.15 1.00 1.00 - 8 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 7 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 7 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 262, V design = 220 lbs Bending(+) : LC #7 = D+S (pattern: SsS) , M = 204 lbs-ft Bending(-) : LC #8 = D+S (pattern: sSS) , M = 308 lbs-ft Deflection: LC #7 = (live) LC #7 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S 12, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012),the National ` Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT Woodworks® %Of FWARf#OR WOODD 1IGN Nov. 5, 2014 13:10 SNOW STICK FRAME.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.00 (24.0) * psf PV LOAD Dead Full Area No 3 .00 (24.0) * psf SNOW LOAD Snow Full Area Yes 30.80 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 1' 6'-6" 12' Unfactored: Dead 71 142 49 Snow 210 407 150 Factored: Total 281 549 199 Bearing: F'theta 475 475 475 Capacity Joist 2759 2759 1068 Supports 2789 2789 - Anal/Des Joist 0.10 0.20 0.19 Support 0.10 0.20 - Load comb #5 #8 #7 Length 3 .50 3.50 1.50 Min req'd 0.50* 0.69** 0.50* Cb 1.11 1.11 1.00 Cb min 1.75 1.54 1.00 Cb support 1.25 1.25 - Fcp sup 425 425 - *Minimum bearing length setting used: 1/2"for end supports **Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 & 3 Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: 1,2 - Lumber Stud Wall, S-P-F Stud; 3-Hanger; Roof joist spaced at 24.0"c/c; Total length: 13'-3.6"; Pitch: 5/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); LOAD ITEMIZATION - MP1 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 MPl 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 @ 24 in. O.C. 1.1 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 7 psf(MP1) 7.0 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 0.95 Section 4.9 Reduced Roof Live Load I Lr I 4= Lo(RJ (R2) I Equation 4-2 Reduced Roof Live Load I Lr 19 Psf MP1 19.0 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 220 I Horiz. Distance from Eve to Ridge W 13.1 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially 0 posed Table 7-2 Snow Thermal Factor Ct 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(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 30.8 psf 77% ASCE Design Sloped Roof Snow Load Over Surrounding R Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 1 1.0 Design Roof Snow Load Over PS-Mof= (Cs-roof)Pf ASCE Eq:7.4-1 Surrounding Roof Ps-roof 30.8 psf 77% ASCE Design Slomad Roo Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV PS pV PS_PV= (C.-P.)Pf ASCE Eq: 7.4-1 Modules 30.8 Psf 77% 11.05.2014 SleekMountTM PV System Version#39.5 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Trump Residence AHJ: Northampton Job Number: 010521 Building Code: MA Res.Code,8th Edition Customer Name: Trump,Robert Based On: IRC 2009/IBC 2009 Address: 601 Florence Rd ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01062 Upgrades Req'd? Yes Latitude/Longitude: 42.310894 -72.674831 Stamp Req'd? Yes SC Office: Springfield PV Designer: Regina Taurino Calculations: Lisa Whitwell EOR: Andrew White 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 1.12-MILE VICINITY MAP qo moo th of Massachusetts EOEA, U.S. Geological Survey, USDA Farm Service Age MIS 601 Florence Rd, Northampton, MA 01062 Latitude:42.310894,Longitude: -72.674831,Exposure Category:C Version#39.5 u 3055 Clearview way, San Mateo, CA 94402 (888)-SOL-CITY (765-2489) www solarcity com ^,;/ P%oww D. f' , November 5, 2014 srt,tx'.` ,Ft.e( � Project/Job# 010521 RE: CERTIFICATION LETTER 1 'NAt_F Project: Trump Residence 601 Florence Rd Northampton, MA 01062 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= 7 psf, Roof LL/SL = 30.8 psf(Non-PV Areas), Roof LL/SL= 30.8 psf(PV Areas) - MP3: Roof DL= 7 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 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, Digitally signed by Andrew Andrew White, P.E. White Structural Engineer Date: 2014.11.05 13:17:59 -05'00' Main: 888.765.2489,x2377 email: awhite @solarcity.com 3055 Clearviev, bVaV San Mateo. GA 91102 T (650)638-1('2F 1888 SOL-t ITY r;650)638-1029 solarc(ty_corn DocuSign Envelope ID:C042A425-06F1-42E2-8C1F-918DEA50ED50 22. 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:Robert Trump EXPLANATION OF THIS RIGHT. Dmuftmd by. R 6n,r 23.ADDITIONAL RIGHTS TO CANCEL. Signature: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 10/18/2014 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing in this PPA is valid for 30 days after 10/18/2014. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 10/18/2014,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: SolarCity. Power Purchase Agreement SOLARCITY APPROVED Signature: iYNDON RM , CFO (PPA) Power Purchase Agreernent "SOlafCi� Date: 10/18/2014 ao Solar Power Purchase Agreement version 8.1.1 342378 tea. Y DocuSign Envelope ID:C042A425-06F1-42E2-8C1F-918DEA50ED50 Power Purchase Agreement Here are the key terms of your SolarCity Power Purchase Agreement Date:10/18/2014 O 11000 20years System installation cost Electricity rate per kWh Agreement term Our Promises to You • We insure,maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 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 never increase by more than 2.90%per year. • The pricing in this PPA is valid for 30 days after 10/18/2014. • 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 4,870 kWh Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Robert Trump 601 Florence Rd 601 Florence Rd 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 • SolarCity will remove the System at no cost to you. Home,as specified in the agreement. • You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. • You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. • You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 3055 GLLA13'/1i W WAY. SAN MAI�0, CA 94402 888.SOL.CITY 1 888.765.2489 I SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 10/18/2014 00 [oil 342378 V Office of Consum r Affairs end Business Regulation `�_� e 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. Address Renewal Employment Lost_zqffice of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: �&IP-�egistratlon: 168572 Office of Consumer Affairs and Business Regulation Expiration: 3/8/2015 Supplement 10 Park Plaza-Suite 5170 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION f JAMES DIPADUA 24 ST MARTIN STREET BLD 2UN1 s'«a !.&OROUOI•f,MA 01752 �`�►'�-� �� - Undersecretary Not valid without signature i 3� R, f'ta &\4, �r F : Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 CRAIG ELLS _- 24 ST. MARTIN STREET BLD 2 UNIT 11 - -- - MARLBOROUGH, MA 01752 - - - - Update Address and return card.Mark reason for change. —� Address 'i Renewal j Employment [ I Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only {t t tOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: .P Office of Consumer Affairs and Business Regulation Registration: 168572 TYp( 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement :ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS f 24 ST MARTIN STREET BLD 2UN1 ICI kWOROUGH,MA 01752 Undersecretary Not v lid without signature 1 as s;YC Iv l,'if`r1�, A,o It 7 Y'r? y , � `"`= iGlf[i ;a� ��,. it1+ t�; Rt �t i t u 'r •.1 =' t `=c7 �tz!"s w• CS-107663 CRAIG ELLS 206 BAKER STREET Keene NH 03431 i 08/2912017 l ® DATE(MMIDDIYYYY) AcoR" CERTIFICATE 4F LIABILITY INSURANCE 08!29120,4 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 endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME_' 345 CALIFORNIA STREET,SUITE 1300 18+G b4.EXII _ _ __- 1�.No): _ CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 -__- INSURERL)AFFORDING COVERAGE NAIC X 998301-STND-GAWUE•14.15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED __._-__. ..--- --._ -.. .. _ - _-.. INSURERS:Liberty Insurance Corporation i42404 Ph(650)963-5100 _ SolarCity Corporation INSURER C:NIA NIA 3055 Clearview Way INSURER D: San Mateo,CA 94402 - - INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA02440269.02 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. ILTR- TYPE OF INSURANCE ADDL SUER( POLICY NUMBER �MIDDDmY MM DD/YYY LIMITS—AM wvn LTR A GENERAL LIABILITY TB2-661-066265-014 0910112014 09/01/2015 EACH OCCURRENCE $ 1.000,000 _. 100.----- X PAMnG€YoiiE Ir TEO ,000 _ _COMMERCIAL GENERAL LIABILITY PREMI$ES1Ea occurrence)_____ $ JCLAIMS-MADE I X I OCCUR _MED EXP(Any ane-person) $ 10'000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY X PRO- .- LOC Deductible $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066265.044 09101/2014 09/01/2015 COMBINED SINGLE LIMIT 1,000,000 -(Ea accident) _... $ _ - _.._.. X ANY AUTO BODILY INJURY(Per person) s ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ _X AUTOS -X. NO OWNED r PROPERTY DAMAGE $ HIRED AUTOS AUTOS _(Peraccident) X Phys.Damar COMPICOLLDED: $ $1,000!$1,000 UMBRELLA LIAR _. OCCUR I EACH OCCURRENCE $ EXCESS LIAe CLAIMS-MADE AGGREGATE $ DIED RETENTION$ $ B WORKERS COMPENSATION �WA7-66D-066265-024 0910112014 09/01/2015 X WC STATU- OTH- ANDEMPLOYERS'LIASRJTY ` TORY LIMITS...__. ER B ANY PROPRiETORlPARTNERIEXECUTIVE YIN f WC7-661-066265-034(WI) 0910112014 09/01/2015 1,000,000 OFFICER/MEMBER EXCLUDED" ❑N NIA 1 E L EACH ACCIDENT s B {Mandatory in NH) WC DEDUCTIBLE:$350.000 E L DISEASE-EA EMPLOYEE $ 1,000.000 _... _.._ 11 yes,describe under 1 000000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ i I ! DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 501,Additional Remarks Schedule,it more space Is required) EVidenoe 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 C --- ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents �? Office of Investigations / I Congress Street,Suite 100 Boston,MA 02114-2017 www mass gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly 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 N I am a employer with 5000 4. ❑ I am a general contractor and 1 employees(full and/or part-time). * have hired the sub-contractors 6. E]New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.= 9. C] Building addition required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.0 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. f No workers' 13.1 Other „ comp. insurance required.] *Any applicant that checks box 01 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. tContractors that check this box most 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 ity employees. Below is the policy and job site information. Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY Policy#or Self-ins. Lic. H:WA7-66D-066265-024 Expiration Date:09/01/2015 �^ _ Job Site Address: 1 r 1 t1.� City/State/Zip:N_uAhW,_w_r( I V i Vu2 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 D1A for insurance coverage verification. 1 do hereby certlo tinder the pains and penalties ofperjinry lira)the information provided above is true and correct. Signature: 'cam IL T_ _ I)at L Phone fi: Official rise 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 S.Plumbing Inspector 6.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 (2"— fdl— 978-875-1698 Signature Telephone 6.Reaistered Home Improvement Contractor: Not Applicable ❑ SOLARCITY/JAMES DIPADUA 168572 Company Name Registration Number 604 SIL ER ST AGAWAM YA 01001 3/8/15 Address Expiration Date Telephone 9 IS-2�5 -6 �a 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 buildine 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 ED Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding[0] Other[0] Brief Description of Proposed 3 /� :5 O sat��Auµ� Work: E. v Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet ea. If New house and or addition to existing housing, comalete the fallowing: 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 Robert Trump 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. 11/11/2014 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 DIPADUA Print Name 11/11/2014 Signature of Owner/Agent Date .r 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 Q YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DON'T KNOW YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® DON'T KNOW O YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained © , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. w Department use only 1 ('� City of Northampton Status of Permit: Building Department Curb Gut(Drtveway Permit I � 212 Main Street Sewer/Septic Availability 14 i ! � Room 100 Water/Well Availability LL__ -- rthampton, MA 01060 Two Sets of Structural Plans ` Electric,Fiumuirc F.C'as In�uectio nortr F<, `OAphane -587-1240 Fax 413-587-1272 PlouS to Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 601 Florence Rd Northampton MA 01062 Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Robert Trump 601 Florence Rd Northampton MA 01062 Name(Print) Current Mailing Address: 413-335-0613 Telephone Signature 2.2 Authorized Agent: damm l90 g S t k V cv- 5- A g yvam Name( in Current Mailing Address: (,CM) 25`1- lD o!& Signature I Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 5,700 (a)Building Permit Fee 2. Electrical 13,300 (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) 19,000 Check Number df� This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date Ad File#BP-2015-0573 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESSIPHONE 24 ST MARTIN DR BLDG 2,UNIT 11 MARLBORO (888)765-2489(2358) PROPERTY LOCATION 601 FLORENCE RD MAP 37 PARCEL 007 001 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 29 SOLAR PANELS 7.395 KW New Construction Non Structural interior renovations Addition to Existin Accesso1y 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 INFO ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management 0. Delay Signature of Building liffi, cial 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. 601 FLORENCE RD BP-2015-0573 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 37-007 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-2015-0573 Proiect# JS-2015-001082 Est. Cost: $19000.00 Fee: $114.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 196020.00 Owner: TRUMP ROBERT&ROBERT TRUMP TRUST Zoning: Applicant: SOLARCITY CORP AT. 601 FLORENCE RD Applicant Address: Phone: Insurance: 24 ST MARTIN DR BLDG 2 UNIT 11 (888) 765-2489 (2358) Workers Compensation MARLBOROMA01752 ISSUED ON.1111912014 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL 29 SOLAR PANELS 7.395 KW 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 11/19/2014 0:00:00 $114.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner