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36-173 (4) =es so I a r • • Single Phase Inverters for North America s o I a r SE760OA-US/SE1000OA-US SSE10140OA-USSE6000A US! SE3000A US ;SE380OA-US1 SESOOOA-US 'SE6000A US SE760OA-US, SE1000OA-US j SE1140OA-US _ OUTPUT - - Nominal AC Power Output 3000 3800 I. 5000 6000 7600 9980 @ 208V 11400 VA SolarEdge Single Phase Inverters . 10000 @240V Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V I 12000 VA ForNorth America 5450 @240V 10950 @240V Iv 1 L H„'G l� AC Output Voltage Min.-Nom.-Max.* 183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output Voltage Min.-Nom.-Max.* r SE760OA-US/SE10000A-US/SE1140OA-US AC r quencyMin. ax.Continuous Output t Current 12 5 16 - Hz AC Frequency 59.3 60-60.5(with HI country setting 57 60 60:5) r 208V 48 @ 208V 24 @ Max.C 21 @ 240V 42 @ 240V z 25 32 47 5 Utility Monitoring,Islanding c' Protection,Country Configurable Yes fit, Vertu Thresholds INPUT :1 x q 2 Yeats ' Recom mended Max.DC Power** 3750 4750 6250 7500 9500 12400 1 14250 W (STC)- ----_... Transformer less,Ungrounded Yes S - -. Vdc s Max Input Voltage VO V Vdc Nom.DC Input Voltage / 33 @ 208V 0 30.5 @ 240V c @ 208 350 @ 240 16 S @ 208V 34 5 Ad 325 Max ax.In ut Current*.. .5 @ 24 23 Adc Max.Input Short Circuit Current 9 5 13 3 15 OV 18 f 0 45 • Reverse-Polarity Protection Yes __. .. _. k,,Se _ Ground-Fault Isolation Detection 600 Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 _ 98.3 98 98 _ 48 9 8V @ 7 5 @ 20 97 208V 97.5 CEC Weighted Efficiency 97.5 98. ... 0 _.. 97.5 @ 240V 98 @24 V 975 975 _ - y,, Nighttime Power Consumption <2 5 <4 W y- '♦ ADDITIONAL FEATURES Support ace s RS485,RS232,Ethernet,ZigBee(optional) e Grade Data ANSI C12 l Optional STANDARD COMPLIANCE Safety-- - - - - - U1_1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC partly class B INSTALLATION SPECIFICATIONS T AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4"minimum/83 AWG ',. DC input conduit size/If of strings/ 3/4"minimum/1-2 strings/24-6 AWG 3/4' minimum/1-2 strings/14-6 AWG v, AWG range _. 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 315 x 172 775 x 315 x 191 mm _ Weight with AC/DC Safety Switch 51 2/23 2 54.7/24.7 88.4/40.1 lb/kg Cooling Natural Convection Fans(user replaceable) Noise .. <25. _ <50_. dBA_. The best choice for SolarEdge enabled Systems 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 _ - .. NEMA.3R Superior efficiency(98%) For otherregonalseuingsple tsol Edg pert Lmteato125%for ocab no n the yearly g high temperature's b 77'F/25'C ndto135%forlocati-s where it is belowzrF/2se. Small,lightweight and easy to install on p rovidedbracket For detailed information,ref r to htto// dee.uslfiigs/odfs/in,grt er dc oversizing Ruide.odf — Built-in module-level monitoring 'CANhP/NS areneligi a for the Onta otFIT and rrmc oFI stated current tothe IT lmicmFIT em.SE 11400A-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 M RoHS USA GERMANY-I['1[Y-FRANCE-JAPAN-CHI NA AUSTRALIA-IIIFNETHERLANDS-ISRAEL WWW.SOlaredge.US • solar=ee solar=ee SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV - modules) modules) modules) P300 / P350 / P400 • INPUT Rated Input DC Power° 300 350 400 W _ Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range 8-48 8-60 8-80 Vdc 'h' • Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12,5 Adc I r Maximum Efficiency y. x, 99.5 % Weighted Efficiency 98 8 Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Ad< r 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 R,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes _ INSTALLATION SPECIFICATIONS r f Maximum Allowed System Voltage 1000 Vdc Dimensions(WxLx H) 141 x 212 x 40.5/5,55 x 8.34 x 1.59 mm/in Weight(including cables) 950/2.1/ gr/lb Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 °C/.F Protection Rating IP65/NEMA4 Relative Humidity 0-100 - n.,ma sx��,orm<mm��.moe�c no+sx pewcrimcrar�c auowca PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V PV power optimization at the Module-level Minimum String Length(Power Optimizers) 8 10 18 — Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 Superior efficiency(99.5%) Maximum Power per String 5250 6000 12750 W - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations Yes - Flexible system design for maximum space utilization — Fast installation with a single bolt - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety u�r', c eRtolANV n+;LY I HANCt 1neAN cH nA - 'PlIEt AoSrRAUA WWW.SOlaredge.us 71 QeO QO1�,a�7e9eg�gt+ CS6P-235/240/245/250/255PX tn.1$ CanadianSolar Black-framed �e00xto3� Electrical Data ST CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0.43%/°C NewEdge 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 37.0V 37AV 37.2V 37AV Isc 0.065-C Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45±2°C Black-framed Module Efficiency 14.61% 14.92% 15.23% 1 15.54% 15.85% Operating Temperature -40°C-•85°C Performance at Low Irradiance 2 35/2 ' Maximum System Voltage 1000V 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' Power Tolerance 0-+5W (AM 1.5,25"C) Next Generation Solar Module 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 XCS6P-240P CS6P-245PXCS6P-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 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 6.86A 6.96A 7.OBA 7.19A 7.29A � The black-framed CS6P-PX is a robust 60 cell solar module snort Circuit current psc) incorporating the groundbreaking Zep compatible frame. under Normal operating Cell Temperature,o-radianca of eoo w/m°,spectrum AM 1 s,ambient emperatnre 20"C, wind speed 1 m/s The specially designed frame allows for rail-free fast 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((x 10) 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(45.21bs) 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 i-BOX IP65,3diodes 4,144� installation costs in half Cable 4mm'(IEC)112AWG(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 Standard Packaging(Modules per Pallet) 24pcs with auto leveling and alignment • Current binning to improve system performance Module Pieces per container(40 ft.Container) 672pcs(40'HQ) • Accredited Salt mist resistant • 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 • section A-A 100%warranty term coverage • Ultra-low parts count - 3 parts for the mounting Providing third party bankruptcy rights 35 0 and grounding system Non-cancellable Immediate coverage • Industry first comprehensive warranty insurance by o AM Best rated leading insurance companies in the Insured by 3 world top insurance companies -- -- o world — — Comprehensive Certificates - -- — { • Industry leading plus only power tolerance:0 5W — -- 1 I 115 0 • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, 916 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS ground mounting systems • IS09001:2008:Quality Management System 'Specifications included in this datasheet are subject to change without prior notice. • ISO/TS16949:2009:The automotive quality • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was t9a�ej, • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in Added Value pro Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module anufacturing 90% m Warranty g solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturin g capacity of 1.313W. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide 80% occupational health and safety customers. Canadian Solar's world class team of °% REACH Compliance professionals works closely with our customers to 5 10 is 20 2s P provide them with solutions for all their solar needs. Headquarters 1545 Speedvale Avenue West Canada 10 year product warranty on materials and workmanship O aff'c_. C$p•=CE aSGSP r 1881 t Fax:+1 519 837 25 year linear power output warranty www.canadiansolar.com EN-Rev 1 D.1]Copyright 1-2012 Canatlian Soler Inc. SolarCity SleekMountT"" - Comp SolarCity SleekMountT"" - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep Compatible TM modules aesthetics while minimizing roof disruption and f Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps, combined with the addition of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 2- Seal pilot hole with roofing sealant to a more visually appealing system.SleekMount as"Grounding and Bonding System" 3 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 Zep Solar standoffs,effectively eliminating the 4 Place Comp Mount centered need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance 5i Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this system,allowing for minimal roof disturbance. •Applicable for vent spanning functions with sealing washer. Secure Leveling Foot to the Comp Mount using machine Screw T, Place module Components 5/16"Machine Screw } ; Leveling Foot Lag Screw ti Comp Mount Comp Mount Flashing a , Y SOIar i t y January 2013 Q��o/nM verso LISTED SolarCity January 2013 WARNING:PHOTOVOLTAIC POWER SOURCE Per Label Location: V1/ARN I N G •_ ,�_Location: Code: WARNING Code: NEC . ELECTRIC SHOCK HAZARD •. ELECTRIC SHOCK HAZARD 690.35(F) DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN INVERTERIS PHOTOVOLTAIC DC LOADN TH OPEN POSNTIONIZED MAY BEOENDERDGIZED UNGROUNDED Per Code:NEC .•0 Label . • Label Location: WARNING MAXIMUM POWER--A (DC) INVERTER OUTPUT Per Code: POINT CURRENT(Imp) • Code: CONNECTION 690.64.13.7 MAXIMUM POWER- V NEC 690.53 DO NOT RELOCATE POINT VOLTAGE(Vmp) MAXIMUM SYSTEM THIS OVERCURRENT VOLTAGE(Voc)_V DEVICE SHORT-CIRCUIT A CURRENT(Isc) Label • • PHOTOVOLTAIC POINT OF (POI) Label Location: INTERCONNECTION Per Code WARNING: ELECTRIC SHOCK � 690.17.4; 690-54 WARNING HAZARD. DO NOT TOUCH Per Code: TERMINALS.TERMINALS ON NEC ELECTRICAL SHOCK HAZARD BOTH THE LINE AND LOAD SIDE DO NOT TOUCH TERMINALS MAY BE ENERGIZED IN THE OPEN TERMINALS ON BOTH LINE AND POSITION. FOR SERVICE F MY 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 A SOLAR MODULES ARE OPERATING CURRENT EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE V Label • • WARNING Label Location: Code: CAUTION ' (POI)ELECTRIC SHOCK HAZARD 690.5(C) Code: 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: PHOTOVOLTAIC AC •I (POI) DUAL POWER SOURCE Code: (AC): AC Disconnect DISCONNECT PHO OVOLTA Per Code: OIC SYSTEM 690.64.13.4 •Combiner C• Panel NEC 690.14.C.2 (D): Distribution(DC): DC Disconnect (IC): Interior Run Conduit Label • -• DC Disconnect MAXIMUM AC o'' Center OPERATING CURRENT _ A Code:AC V 690.54 OPERATING VOLTAGE •' Point , Interconnection• •ini• nnw m •unita - •u�•Ii� _ mnnmrlinnnm.•ummnr,nlunnm 1 1• 1 1 1 1 1' 1 Label nu•Inr.1 a nnlunonlnuonnir•nnuni� 1 1 7 1 7 / 1 1 '• GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Murray LC240PC Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE �ISE6000A-USOOOSNR2 -( 8)CANADIAN SOLAR CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:16 801 741 Tie-In: Supply Side Connection Inverter; 61700W, 240V/208V, 97.5%/97�a w/United Disco and ZB,RGM,AFCI PV Module; 255W 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 SolorCity E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER Disconnect 4 A 1 200A/2P 6 5 SO -USO E Dc- B 35A SE6000A-USOOOSNR2 Dc- MP 1: 1x14 AL7 24ov r--------- ------------ -------- -- EGC------------------ I I B L2 DC+ I I N DG- 1 3 2 1I (E) LOADS GND - ----------------------------------- EGCI T DC+ DC- GEC GEC N DG DC_ MP 1: 1x14 F r---J GND EGC--- --------- -+1---- EGC-------------- ---tJ 1 N I (1)Conduit Kit; 3/4' EMT I _J o EGGGEC z I I I 1 I GEC TO 120/240V SINGLE PHASE I UTILITY SERVICE 1 I 1 I I 1 I I 1 I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Ground Rod; 5/8'x 8', Copper B (1)CUTLER-HAMMER /DG222NRB A (1)SdarCityy/4 STRING JUNCTION BOX -(2)ILSCO IPC 4/Q-� Disconnect; 60A, 24OVoc,Fusible, NEMA 3R AC 2x2 STRMGS, UNFUSED, GROUNDED DC Insulation Piercing Connector; Main 4/0-4, Top 6-14 -(1)CUTLER /DG100NB P`, SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Ground eutrd d; 60-100A General Duty(DG) �/ (28)SOLAREDGE�P300-2NA4AZS -(1)CUTLER-HAMMER �DS16FK PowerBox iimizer, 300W, H4, DC to DC, ZEP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit (1)AwG 06, Solid Bore Copper -(2)FFu eAZ SHAW5UT III Ts35RK5 PV BACKFEED OCP n -(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 i _ 1 AWG 1HWN-2 Black _- -- - (1)AWG#8, THWN-2 Black (1)AWG/10, THWN-2, Black_. Voc* =500 VDC Isc =15 ADC i (2)AWG/10. PV WIRE Block Voc* =500 VDC Isc =15 ADC O - O _ - O ( O (1)AWG 16, Solid Bare Copper EGC Vmp =350 VDC Imp=10.07 ADC (1)AWG 6, THWN-2, White NEUTRAL Vmp =240 VAC Imp-25 AAC -(1)AWG#10, THWN-2, White NEUTRAL Vmp 240 VAC Imp-25 AAC 1 AWG 10 THWN-2 Black EGC Voc* VDC Isc =15 ADC)AWG ,.Solid Bore,Copper, GEC. . . ,-(1 Conduit.Kit;.3/47.EMT. . . . . . . . . . . (1)AWG/8,.TFLWN,2,.Green _ , EGC/GEC. .(i)C,ondwt,Klt,,3/4. .EMT. _ . . . . , . . ( 1 / -500 (2)AWG /10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC -7.(j( )AWG/6, THWN-2, Red (1)AWG/8, THWN-2, Red (1)AWG 110, THWN-2, Red Vmp 350 VDC Imp=10.07 ADC ®�(1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=10.07 ADC O (1)AWG /6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.07 ADC . . . . . (1)AWG#10, THWN-2,.Preen EGC. I i NUMB CON J B-010 518 0 0 POSE D*R: DESCRIPTION: DESIGN: FlDENTIAL- THE INFORMATION HEREIN OB JER: \�\!� CONTAINED SHALL NOT BE USED FOR THE SMOKLER, DAVID SMOKLER RESIDENCE Mike Lowell .,,So�arCity. BENEFIT N HALL IT BE DISCLOSED N WHOLE ORCIN MOUNTING SYSTEM: 717 FLORENCE RD 7.14 KW PV ARRAY 0A PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODES: NORTHAMPTON, MA 01062 THE SALE AND USE OF THE RESPECTIVE (28) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, MA Building 1 2,unit 11 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV DATE ( )Marlborough,38-102 F. (650)638-1029 PERMISSION OF SOLARCITY INC. 5084231577 PV 6 10/24/2014 (88)-sa CITY(765-2489) www.salarcity.cam SOLAREDGE SE6000A-USOOOSNR2 THREE LINE DIAGRAM U1 8"i tH OF 2x6 SPF#2 (N) ?� YOO JIN K MIN. 8 1± NI S 1 No.4 END DISTANCE O.C. TYP.----,r (E) 2x6 RAFTER 4" 12'-2" Digitally igned by Yoo Jin Kim 2Y4" V- (E) LBW Date: 2014.10.29 11:37:37-07'00' I SIDE VIEW OF MP1 NTS SISTER UPGRADE INFORMATION: RAFTER UPGRADE BY HATCHING SIMPSON SDW WOOD SCREWS (N) 2x6 SIDE MEMBER UPGRADE NOTES: MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CAN ILEVERI NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. LANDSCAPE 72" 24" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2-PLY) OR 22458 PORTRAIT 48" 20" (IF 3-PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF 2x6 END FASTENER GROUPING RAFTER 2x6 @ 24"OC ROOF AZ IDZ PITCH 32 STORIES: 2 WOOD SPLITTING IS SEEN OR HEARD, PRE-DRILL WITH A J" DRILL BIT. i ARRAY AZI Ioz PITCH 32 C.I. 2x6 @16"OC Comp Shingle ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO D 1 (E) RAFTER W/ 10d (IF 2-PLY) OR 16d FROM EACH SIDE (IF 3-PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED (E) WALL OR SUPPORT BELOW (E) RIDGE BOARD MI - OR SUPPORT BELOW PV MODULE SIMPSON SDW SIMPSON SDW 22458 - 5/16" BOLT WITH LOCK INSTALLATION ORDER 22300 WOOD WOOD SCREWS * & FENDER WASHERS SCREWS (N) SISTER MEMBERS LOCATE RAFTER, MARK HOLE (E) RAFTER ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. '-0" MIN. (4) (2) SEAL PILOT HOLE WITH SEE MP SIDE VIEW FOR REQUIRED LENGT POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. D1 D1 (E) COMP. SHINGLE (4) PLACE MOUNT. (1) (E) ROOF DECKING u (2) (5) INST ALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. TOP VIEW OF PARTIAL LENGTH LAPPED SISTER STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES NSTALL LEVELING FOOT WITH U 1 WITH SEALING WASHER C(6)F' BOLT & WASHERS. Scale: 3/4"=1'-0" (2-1/2" EMBED, MIN) (E) RAFTER S PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN FINVERTER:ER: JB-010518 00 SMOKLER, DAVID SMOKLER RESIDENCE Mike Lowell � '���'} a CONTAINED SHALL NOT E USED FOR THE O • Y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., SYSTEM: �•,� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Mount Type C 717 FLORENCE RD 7.14 KW PV ARRAY A PART IZ OTHERS OUTSIDE THE RECIPIENTS NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DALE: T: (650)638-1028 F:A(650)638-1029 PERMISSION of SOLARCITY INC. REDGE SE6000A-USOOOSNR2 5084231577 STRUCT URAL VIEWS PV 4 10/24/2014 (886)—SOL—CITY(765-2489) www.solarcity.com PITCH: 32 ARRAY PITCH:32 MP1 AZIMUTH: 102 ARRAY AZIMUTH: 102 MATERIAL: Comp Shingle STORY: 2 Stories AC Inv O 0 H OF rwt D --- K No.4 Al Digitally ne y Yoo Jin Kim Date: 2014.10.29 11:37:29-07'00' LEGEND Front Of House (E) UTILITY METER & WARNING LABEL (p INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS A © AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS 10-1 LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER {; STANDOFF LOCATIONS y CONDUIT RUN ON EXTERIOR --— CONDUIT RUN ON INTERIOR — GATE/FENCE 0 0 HEAT PRODUCING VENTS ARE RED (E) DRIVEWAY CD INTERIOR EQUIPMENT IS DASHED CD L=�J SITE PLAN N Scale: 1/8" = 1' E W -^�---- 0 1' 8' 16' S J B-010 518 0 0 �"�°"�R: DESCRIPTION: �� CONTAINEDAL— THE INFORMATION R THE p8 NUMBER Mike Lowell SO�af C�}` , CONTAINED SHALL NOT FO USED FOR THE SMOKLER, DAVID SMOKLER RESIDENCE �- `y BENEnT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: 717 FLORENCE RD 7.14 KW PV ARRAY WA, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART To OTHERS OUTSIDE THE RECIPIENTS NORTHAMPTON, MA 01062 ►aoutES ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) CANADIAN SOLAR # CS6P-255PX PAGE NAME: SHEET: REV. DATE Marlborough,MA 01752 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN T: (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 5084231577 SITE PLAN PV 3 10/24/2014 (Bas)—sa-CITY(7ss—z4s9) ....SOlorotYooa, ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CRY of Norti'tampton CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING Building DPan Review DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. 212 Main Street (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING Northam EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, pton, MA p?pgp 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 HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VOLTAGE AT MAX V p VOLTAGE AT OPENP c CIRCUIT VICINITY MAP INDEX 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) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-010 518 0 0 PREMISE O*IER, DESCRIPTION: DESIGN: CONTAINED SHALL NOT E USED FOR THE SMOKLER, DAVID SMOKLER RESIDENCE Mike Lowell ,,`�Olar�'} NOR BENEFIT SHALL OF ANYONE EXCEPT IN WHOLE INC., MOUNTING sYSTEM: 717 FLORENCE RD 7.14 KW PV ARRAY "' Y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTHAMPTON, MA 01062 THE SALE AND USE OF THE RESPECTIVE (28) CANADIAN SOLAR # CS6P-255PX 24 St. Marty Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 5084231577 T. (650)638-1026 F: (650)636-1029 COVER SHEET PV 1 10/24/2014 (ON)—SOL-CITY(765-2469) www.Warcity.com CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Pane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware comp Mount T e C Roof Slope 320 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 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 25 ft Section 6.2 Wind Pressure Calculation Coeffidents 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)(Krt)(Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-116/C/D-14A/B Design Wind Pressure p p =qh(G&) Equation 6-22 Wind Pressure U -15.9 Psf Wind Pressure Down 14.6 f ALLOWABLE STANDOFF SPACINGS X-D rection 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 -277 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 55.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 20" 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 -308 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 61.7% WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1 SMOKLER.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 = 34 Fv' = 155 fv/Fv' = 0.22 Bending(+) fb = 1144 Fb' = 1504 fb/Fb' = 0.76 Bending(-) fb = 43 Fb' = 1504 fb/Fb' = 0.03 Live Defl'n 0.63 = L/276 0.73 = L/240 0.87 Total Defl'n 0.95 = L/184 0.97 = L/180 0.97 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 - 2 Fb' - 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 407, V design = 380 lbs Bending(+) : LC #2 = D+S, M = 1447 lbs-ft Bending(-) : LC #2 = D+S, M = 54 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 58e06 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. FIRE RATING: Joists,wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT W Oct. 28, 2014 17:02 MP1 SMOKLER.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL1 Dead Full Area No 8.00 (24.0) * psf SL1 Snow Full Area No 26.60 (24.0) * psf PV DL Dead Full Area No 3.00 (24.0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 16'-4.3" 0' 1'-2" 13'-4" Unfactored• Dead 193 160 Snow 388 323 Factored: Total 580 483 Bearing: F'theta 543 543 Capacity Joist 1431 818 Supports 1058 - Anal/Des Joist 0.41 0.59 Support 0.55 - Load comb 42 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.12 - Fcp sup 625 - *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP1 Lumber-soft, S-P-F, No.1/No.2, 3'W-1/2" Supports: 1 -Timber-soft Beam, D.Fir-L No.2; 2 - Hanger; Roof joist spaced at 24"c/c; Total length: 16'-4.3"; Pitch: 8/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING:this CUSTOM SIZE is not in the database. Refer to online help. LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight 3.0 pd Roof Dead Load Material Load Roof Category Description MPi 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 3 x 6 @ 24 in. O.C. 2.3 psf Vaulted Ceiling No Miscellaneous I Miscellaneous Items 1 1.2 psf Total Roof Dead Load 8 psf(MPI) 8.0 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 8/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 0.825 Section 4.9 Reduced Roof Live Load Lr 4= Lo(Ri)(112) 1 Equation 4-2 Reduced Roof Live Load Lr 16.5 psf(Mpi) 16.5 psf Reduced Ground Roof hive Snow Loads code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 320 I Horiz. Distance from Eve to Ridge W 15.8 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor C. Partially Exposed 10 Table 7-2 Snow Thermal Factor 4 All structures except as indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(w/ Pf-min 28.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf pf=0.7(Ce)(Ct)(I)pg; pf>_ pf-min Eq: 7.3-1 28.0 psf 70% ASCE Design Slooed Roof Load Over Surroundind Roof Surface Condition of Surrounding All Other Surfaces Roof -roof 1.0 Figure 7-2 Design Roof Snow Load Over P,-roof=(Ch-r**)Pf ASCE Eq:7.4-1 Surrounding Roof pr"1Of 26.6 Psf 67% ASCE esi n Slowed Roof now Load Over Modules Surface Condition of PV Modules CS_P1 Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV p,. = (C.P.)Pf ASCE Eq:7.4-1 Modules p�°'r 16.4 psf 41% 10.27.2014 SI @elCM�unt�`"' h Y System Version#39.5 SolarCity :81 IV�1 Y .71 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Smokler Residence AHJ: Northampton Job Number: 010518 Building Code: MA Res.Code, 8th Edition Customer Name: Smokler,David Based On: IRC 2009/IBC 2009 Address: 717 Florence Rd ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01062 Upgrades Req'd? Yes Latitude/Longitude: 42.307111 -72.675216 Stamp Req'd? Yes SC Office: Springfield PV Designer: Mike Lowell Calculations: Carol Paredes EOR: Yoo)in Kim 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 717 Florence Rd, Northampton, MA 01062 Latitude:42.307111,Longitude:-72.675216,Exposure Category:C . ' Vesiwn#39J5 OF. . U � �= 0 - - �U� �0N��� �. �N � �� �w� �w�'�~w=m -��" �w ]� zuo� c�enrv,mm p/oy Ga'o uo,en YOO IN October 27,2O14 Project/Job#U1OS18 RE: CERTIFICAJIONLETTER JAL y�i{����|�� 1�� ��i�0 pm1*�: SmoNe Residence Digitally' nzo'o� /u� 717 Florence Rd ��t�� �O�. 4.10.29 11:37:07 Northampton, MAO1O62 . . -��00 To Whom It May Concern, A1ubnite survey of the existing framing system was performed bya site survey team from So|apCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: 'Applicable Codes=MARes.Code,8th Edition,ASCE 7-O5,and 005NDS ' Risk Category= II 'VVind Speed =90 mph,Exposure Category C 'Ground Snow Load=4Opsf 'MP1: Roof DL= 8psf,Roof LUSL= ZU.8psf(Non'PVAma$,Roof LL/SL= 16.4 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.22424 < 0.4g and Seismic Design Category(SDQ = B < D On the above referenced project,the components ufthe 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 aodetailed 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 u[the MA Res.Code,8th Edition. Please contact me with any questions m concerns regarding this project. Sincerely, Ynn]in Kim, P.E. Professional Engineer Main: 888.765.2489,x5743 email: yNm@solarcity.cum DocuSign Envelope ID:59EC8522-687A4F4D-B91 D-1 C59BE9837C9 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:David Smokler EXPLANATION OF THIS RIGHT. Docuftned by: 23.ADDITIONAL RIGHTS TO CANCEL. Signature: v;4 S.,k( x 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 10118/2014. 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: SOIarCft. . Power Purchase Agreement SOLARCITY APPROVED Signature: z.�"". `..�.•--yr.�: LYNDON RPVC, UO {PPA) Povver Purchase Agreeri)erit 'V'SQk1rCdv Date: 10/18/2014 o� a Y JocuSign Envelope ID:59EC8522-687A-4F4D-B91 D-1 C59BE9837C9 SolarCity Here are the key terms of your SolarCity Power Purchase Agreement Date: 10/18/2014 $0 12n000 2 System installation cost Electricity rate per kWh Agreement term Our Promises to You • We insure, maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the agreement. • We warranty your roof against leaks and restore your roof at the end of the agreement,as specified in the agreement. • The rate you pay for electricity,exclusive of taxes,will never increase by more than 2.90%per year. • The pricing in this PPA is valid for 30 days after 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 18,172 kWh Customer's Name & 'Service Address Exactly as it appears on the,mf/Py bill Customer Name and Address Customer Name Installation Location David Smokler 717 Florence Rd 717 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 tiis 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. I!i 8 IS 0 L. il o .. ,�� � 8 8. t�:i.. 8;a 1 ® DATE(MMIDDNYYY) ACC)R° CERTIFICATE OF LIABILITY INSURANCE 0812912014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER CONTACT- MARSH RISK 8 INSURANCE SERVICES NAME:__ _ 345 CALIFORNIA STREET,SUITE 1300 (A1 N4.EXU: _ 1(A1C,NO): _ CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRE$$: INSUR_ER(S)AFFORDING COVERAGE NAIC a 998301-STND-GAWUE-14.15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED INSURER 8:Liberty Insurance Corporation 42404 Ph(650)963-5100 SolarCily Corporation INSURER C:NIA N/A 3055 Clearview Way INSURER D: _ San Mateo,CA 94402 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269.02 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_. ILTR - - -TYPE OF INSURANCE - —eADDL SUBRI POLICY NUMBER __- IMMIDDDIYYY POLICY DIMY LIMITS lTR A GENERAL LIABILITY T62-661-066265-014 09101/2014 09101015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY �rPREMI$E$jEaoccurrence) _ $ 100'000 X I MEO EXP iAny one person) $ 10,000 J CLAIMS-MADE I OCCUR !! .. PERSONAL 8 ADV INJURY $ 1,006000 GENERAL AGGREGATE k 2,000,000 GENT AGGREGATE LIMIT APPLIES PER ! PRODUCTS-COMP/OP AGG $ 2,000,000 X.. L POICY X.._I PRO- ... LOC Deductible 25,000 A AUTOMOBILE LIABILITY AS2.661-066265-044 0910112014 09/0112015 COMBINED SINGLE LIMIT 1,000,000 _ (Ea accident) X ANY AUTO I BODILY INJURY(Per person) S -- ALL OWNED `- 'SCHEDULED BODILY INJURY(Per accident) $ AUTOS i AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS LPW aca�t) $ X Phys.Damage j COMPICOLL DED: $ $1,0001$1,000 UMBRELLA LIAB (OCCUR { I,EACH OCCURRENCE $ _ EXCESS LIAB I. 1 CLAIMS-MADE 11� AGGREGATE $ DIED RETENTION$ $ B WORKERS COMPENSATION IWA7.66D-066265-024 0910112014 09/0112015 XI wCSTATU- OTH- AND EMPLOYERS'LIABILITY YIN t TORY LIMITS.i.. ER B iwc7-ssl oss2s5-o341w1) osrou201a osro112o15 �.000,oao ANY PROPRIETORlPARTNER/EXECUTrvE❑ i E L EACH ACCIDENT $ B OFFICER/MEMBER EXCLUDED' N N/A WC DEDUCTIBLE:$350,000' (Mandatory in NH) ! EL DISEASE-EA EMPLOYEE $ 1,000,000 It yes,describe under 1,000.000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ I R DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 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 S 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 I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plutnbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): SOLARC{TY 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): 1.N I am a employer with 5000 4. E] I am a general contractor and 1 6 E]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 g. ❑ Demolition working for me in any capacity. employees and have workers' 9 ❑ Building addition [No workers' comp. insurance comp. insurance.t required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I l.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MG1. 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no SOLAR/PV employees. [No workers' 13.0 Other____ camp. insurance required.] 'Any applicant that checks box#I 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. tConlraclors 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. am an employer that!s providing workers'compensation insurance for my employees. Below is the policy and f ob site information. Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY — Policy#or Self-ins. Lic. #:_WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address: L � City/State/Zip:l" CP Y,�y\.�Y� 1�t Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). V� 2 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. ►do hereby cerito under the pains curd penaltles of perJrrry flint rise hiformation provider/above is true and correct. n Sienature: . .. _. 1),,t 11 /cfl/gol Phone#: Official use qtly. Do trot write in this area,to be competed by city or lawn oeial. 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 Addres Expiration Date "�, 1( 978-875-1698 Signature Telephone 9.Reaistered Home Improvement Contractor: Not Applicable ❑ SOLARCITY/JAMES DIPADUA 168572 Company Name Registration Number 604 SILV R ST AGAWAM MA 01001 3/8/15 Address 1_ Expiration Date LV-^,L\ P�'"�— 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 hermit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 171 Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [Q Siding[0] Other[E J Brief Description of Proposed Work: 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 existing housing, complete the followina: 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 DAVID SMOKLER 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. DAVID SMOKLER 11/04/2014 Signature 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 a U'W"' 11/04/2014 Signature tf Owner/Age 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 0 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 O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained Q , 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 0 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. __ Department use only CL�� I *i ` City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit �} 212 Main Street Sewer/Septic Availability NOV ,rig; ' , 1. Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans Electric, Piur,rJ; Q Gas N614 3-587-1240 Fax 413-587-1272 Plot/Site Plans North�rn�'on MFG 0 b 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 717 Florence Rd Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: David Smokler 717 Florence Rd Northampton MA 01062 Name(Print) Current Mailing Address: 508-423-1577 Telephone Signature 2.2 Authorized Accent: 978-215-2380 978-215-2380 Name(Print) Current Mailing Address: 978-215-2380 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com leted by ermit applicant 1. Building 5,400 (a)Building Permit Fee 2. Electrical 12,600 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 18,000 Check Number 17 W3 Y r .4110? This Section For Official Use Only Building ermit Number: Date g Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0534 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 24 ST MARTIN DR BLDG 2,UNIT 11 MARLBORO (888)765-2489(2358) PROPERTY LOCATION 717 FLORENCE RD MAP 36 PARCEL 173 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out iui- Fee Paid Typeof Construction: INSTALL SOLAR ELECTRIC PV PANELS-28 PANELS 7.14KW New Construction Non Structural interior renovations Addition to ExistingG V 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 INFORMATION PRESENTED: / oved Additional permits required(see below) 7�P_LANNING 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 Demolitio 1 Signkiwe-66HIluil ding ficia 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. 717 FLORENCE RD BP-2015-0534 GIs#: COMMONWEALTH OF MASSACHUSETTS MM:Block: 36- 173 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Buildinq DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0534 Project# JS-2015-001003 Est. Cost: $18000.00 Fee: $108.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 14592.60 Owner: SMOKLER,DAVID Zoning: Applicant: SOLARCITY CORP AT: 717 FLORENCE RD Applicant Address: Phone: Insurance: 24 ST MARTIN DR BLDG 2 UNIT 11 (888) 765-2489 (2358) Workers Compensation MARLBOROMA01752 ISSUED ON.1111012014 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL SOLAR ELECTRIC PV PANELS - 28 PANELS, 7.14KW - repairs require inspection 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 11/10/2014 0:00:00 $108.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner