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24A-100 (2) • solar ! solar=ee SolarEd a Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer 6 7350 9400 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV modules) '.. modules) modules) INPUT P300 / P350 / P400 • Rated Input DC Power" 300 350 400 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range 8-48 8-60 8-80 Vdc • Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 Vdc "' r • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ", .. •. i ,,; .,," Safety Output Voltage per Power Optimizer 1 Vdc -..,; STANDARD COMPLIANCE �- EMC FCC Pa t15 Class B,IEC61000-6 2,IEC61000-63 Safety IEC62109-1(class II safety),UL1741 RoHS Yes _INSTALLATION SPECIFICATIONS _ Maximum Allowed System Voltage 1000 Vdc r' Dimensions EN x L x H) 141 x 212 x 40.5/5.55 z 8.34 x 1.59 mm/in a= °: 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 96 R—d src pow or me 1-ie.movie of�p m sys pow=,1.11 owed. - — 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 so — Superior efficiency(99.5%) Ma Parallel Strings of Different Lengths or Orientations yes Power per String 5250 6000 12750 W 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 u_A uFRNlANf 1-A i" ;AN, P:.r. ;: „u*rr,uA www.soIaiedge.us le e ,*•d%eo°, �r to C CS6P-235/240/245/250/255PX yg�Erem an adianSolar Electrical Data Black framed STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power (Pmax) 235W 240W 245W 25OW 255W NewEdge Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.0V 30.1V 30.2V Pmax -0.43lorC 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 37AV 37.2V 37AV Isc 0.065%rc 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 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/m2 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 25o NewEdge,the next generation module designed for multiple Engineering Drawings NOCT CS6P-235PX CS6P-240PX CS6P•245PX CS6P-250PX CS6P-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 34.1 V 34.2V 34AV The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A s.ssn 7.08A 7.19A 7.29A Incorporating the groundbreaking zep compatible frame. Under Normal Operating Cell Temperature,Irradiance of 800 Wlm',spectrum AM 1.5,ambient temperature 20V, 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) 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) 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 - ---- 9�1 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 Standard Packaging(Modules per Pallet) 24 --- with auto leveling and alignment Cs P Current binning to improve system performance Module Pieces per container(40 ft.Container) 672pcs(40'HQ) e - 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 • 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 • Industry first comprehensive warranty insurance by • Immediate coverage j AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies — world Comprehensive Certificates — = • Industry leading plus only power tolerance:0­5W IEC 61215,IEC 61730, IEC61701 ED2,UL1703, — 5 0 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS 9z6 _-- ground mounting systems - IS09001:2008:Quality Management System • ISO/TS16949:2009:The automotive quality Speccations included in this datasheet are 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 management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 197% P 9 Y- 9 Y 9 (symbol: ) s7% QC080000 HSPM:The Certification for companies. As a leading vertical) tote rated successful) listed on NASDAQ Exchange s mbol: CSIQ to AddedVa)ue From Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing so^r. warranty solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing 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 of s 10 is 20 zs REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. HeadqUarters 1545 Speedvale Guelph I Ontario N 1 K 1 E6 I Canada • 10 year product warranty on materials and workmanship O a ®'asp-X E SIG Tel:+1 519 837 1881 •25 year linear power output warranty 0 www.canadiansolar.com EN-Rev 10.17 Copyright,,2012 Canadian Solar 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 CompatibleTA4 modules aesthetics while minimizing roof disruption and 1` 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 ki{ Place Comp Mount centered Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of • Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition •Anodized components for corrosion resistance Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer system, allowing for minimal roof disturbance. •Applicable for vent spanning functions Secure Leveling Foot to the Comp Mount using machine Screw Place module Components 5/16"Machine Screw Leveling Foot Lag Screw .f Comp Mount Comp Mount Flashing s 0 a t ryQ00MPgT�e` TI. �oIN�'`Va January 2013 q 0� �11� u� LISTED SOfa�'tV January 2013 �/" OMPP �/ WARNING:PHOTOVOLTAIC POWER SOURCE Label :WARNING _ :'_ WARNING • _Label Location: Label Location: Per Code: NEC 690.31.G.3 ELECTRIC SHOCK HAZARD •. ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS NEC 690.35(F) •- • • TERMINALS ON BOTH I 101 1 TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTERIS Per Code: IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED DISCONNECT NEC .•0 Label Location: WARNING MAXIMUM POWER-- (DC) (INV) Per Code POINT CURRENT(Imp) A Per • _ INVERTER OUTPUT 690.64.13.7 MAXIMUM POWER-_ CONNECTION POINT VOLTAGE(Vmp) V NEC 690.53 DO NOT RELOCATE MAXIMUM SYSTEM_ THIS OVERCURRENT VOLTAGE(Voc) V DEVICE SHORT-CIRCUIT A CURRENT(Isc) Label • • PHOTOVOLTAIC POINT OF (POI) Label INTERCONNECTION Code: • • WARNING WARNING: ELECTRIC SHOCK •. 690.54 Per HAZARD. DO NOT TOUCH Code: TERMINALS.TERMINALS ON ELECTRICAL SHOCK HAZARD 690.17(4) MAY BE ENERGIZED IN THE OPEN TERMINALS ON BOTH LINE AND POSITION. FOR SERVICE LOAD SIDES MAY BE ENERGIZED DE-ENERGIZE BOTH SOURCE IN THE OPEN POSITION AND MAIN BREAKER. DC VOLTAGE IS PV POWER SOURCE ALWAYS PRESENT WHEN MAXIMUM AC SOLAR MODULES ARE OPERATING CURRENT _ A EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE V Label • • WARNING Location: Per CoNEC de: CAUTION '• ELECTRIC SHOCK HAZARD 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 • • ••' (POI PHOTOVOLTAIC AC (AC) (POI) DUAL POWER SOURCE Per Disconnect DISCONNECT Per Code: PHOTOVOLTAOIC SYSTEM 690.64.13.4 Conduit Combiner Box (D): Distrib Disconnect Label Location: (IC): Interior RuConduit -. Disconnect Per Code:MAXIMUM AC � �• OPERATING CURRENT _ A ' •Meter (M): Utility MAXIMUM AC V 690.54 '• Point of - • - • OPERATING VOLTAGE - .u•• nnnw•■•i• .�. n�nm• •loom • • LabelSet ' nninnn•mnonm•innuaiunnnninm wunm:• a nnnnunnn•numnrnrinnn• GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) GROUND Panel Number:Murray Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE#SE5000A—USOOOSNR2 —(24)CANADIAN SOLAR # CS6P-255PX GEN #168572 ROD AND ONE (N) GROUND ROD AT Meter Number:39 504 363 Inverter; 5000W, 240V/208V, 97.57./977.; w/Unifed Disco and ZB,RGM,AFCI PV Module; 255 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR PANEL WITH IRREVERSIBLE CRIMP 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 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING Inverter 1 CUTLER—HAMMER 20OA/2P Disconnect 4 SOLAREDGE SE5000A—US0O0SNR2 (E) LOADS B SolarCity u L2 A DC+ 30A/2P N 3 DC- MP 1: 1x9 ---- GND ------------------------------------- - EGCI DC+ DC+ - 1 JA GEC r�� DG DC- I __ GND __ EGC--------------------------- -- ,---- ---- ---------- -- 1 1 N 1 o EGCIGEC_ z 1 I I I I I - GEC_r— 1 TO 120/240V SINGLE PHASE 1 I UTILITY SERVICE I 1 I I I I I I 1 I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)MURRAY/MP230 PV BACKFEED BREAKER 6 (1)CUTLER—HAMMER #DG221URB n A (I)SolorCitY/4 STRING JUNCTION BOX D� Breaker; 30A/2P, 2 Spaces Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R /y 2x2 STRMGS, UNFUSED, GROUNDED —(1)Ground Rod; 5/8' x 8', Copper —(1)CUTLER—�IAMMER #DG030N8 Ground eutral Kit; 30A, General Duty(DG) PV (24)SDLAREDGE300-2NA4AZS PowerBox timizer, 30OW, H4, DC to DC, ZEP nd (1)AWG#6, Solid Bare Copper —(1)Ground Rod; 5/8' x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL (ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG/10, THWN-2, Black (1)AWG #8, THWN-2, Black Voc* =500 VD- Isc =30 ADC ; (2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC ®I. L(t)AWG /10, THWN-2, Red O (1)AWG #8, THWN-2, Red Vmp =350 VDC Imp=17.26 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=6.47 ADC (i)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20.83AAC (1)AWG /10, THWN-2, Green EGC. . .-(I)Conduit Kit; 3/4' EMT j . . . . . . .— t AWG THNTI-2. Green EGC GEC— 1 Conduit Kit: 3 4 EMT N ( ) #8, / ( ) . /' (2)AWG/10, PV WIRE, Black VoC* =500 VDC is -15 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.79 ADC i I i CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE OMMER: DESCRIPTION: DESIGN: JB-010466 00 SQ�a�Clt A CONTAINED SHALL NOT BE USED FOR THE LAFONTAINE SHERYL LAFONTAINE RESIDENCE Mike Lowell BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �,,; r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp ount Type C 175 N ELM ST 6.12 KW PV ARRAY 71 PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES- NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (24) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, Building 2 unit 1t SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV DATE T_ (650)Marlborough, 38-1028 :( 650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 4133746329 THREE LINE DIAGRAM PV 6 10/3/2014 1 (BBB)—SOL—CITY(765-2489) www.sdarcitv.com oF Y00 AN VI � S1 No.4 S1 At 4� Digitally ig y Yoo Jin Kim 4„ 10'-1" Date:2 14.10.03 11:02:57 10'-2" 1'— (E) LBW -07'00' 1'_ (E) LBW C SIDE VIEW OF MP3 NITS B SIDE VIEW OF MP2 NTS X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 66" 24" STAGGERED LANDSCAPE 66" 1 24" STAGGERED PORTRAIT 44" 20" d PORTRAIT 44" 20" RAFTER 2"x5" @ 22" OC ROOF AZI 332 PITCH 33 STORIES: 2 ROOF AZI 152 PITCH 33 ARRAY AZI 332 PITCH 33 RAFTER 2"x5" @ 22" OC ARRAY AZI 152 PITCH 33 STORIES: 2 C.J. 1"x6" @22" OC Comp Shingle C.J. 1"x6" @22" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C 4" 9'-9" ZEP FLASHING C (3) (3) INSERT FLASHING. 1'— (E) LBW (E) COMP. SHINGLE (1) (4) PLACE MOUNT. A SIDE VIEW O F M P 1 NTS (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER I NOTES WITH SEALING WASHER G(6) BOLT & WASHERS. LANDSCAPE 60" 24" STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 60" 20" (E) RAFTER STANDOFF ROOF AZI 242 PITCH 33 ^ J RAFTER 2"X5" @ 20" OC ARRAY AZI 242 PITCH 33 STORIES: 2 C.J. 2"x6" @20" OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-010466 00 _��� CONTAINED SHALL NOT BE USED FOR THE LAFONTAINE SHERYL LAFONTAINE RESIDENCE Mike Lowell BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Wo,solarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 175 N ELM ST 6.12 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) CANADIAN SOLAR # CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: T: (650)636 Marlborough. 028h F:( 6A17 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 4133746329 STRUCTURAL VIEWS PV 4 10/3/2014 (888)—SOL—CITY(765-2469) www.solorcity.com i PITCH: 33 ARRAY PITCH:33 MP1 AZIMUTH:242 ARRAY AZIMUTH: 242 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 33 ARRAY PITCH:33 �H OF MP2 AZIMUTH: 152 ARRAY AZIMUTH: 152 MATERIAL: Comp Shingle STORY: 2 Stories Y00 JIN PITCH: 33 ARRAY PITCH:33 MP3 AZIMUTH: 332 ARRAY AZIMUTH: 332 K i © O C MATERIAL: Comp Shingle STORY: 2 Stories No.d 7 y AL £d W Digitall signed by Yoo Jin Kim Date:2014.10.03 11:02:50 -07'00' MP2 LEGEND 3 (E) UTILITY METER & WARNING LABEL g Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS A © DC DISCONNECT & WARNING LABELS Front Of House AC AC DISCONNECT & WARNING LABELS 0 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS m (e)oR>vewAY O DEDICATED PV SYSTEM METER STANDOFF LOCATIONS i x CONDUIT RUN ON EXTERIOR \ CONDUIT RUN ON INTERIOR GATE/FENCE , H �Y INTERIOR EQUIPMENT IS DASHED EAT PRODUCING VENTS ARE RED L-J r 7 SITE PLAN 01, 10' 21' Scale: 3/32" = 1' N i = } — r J B-010466 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: Mike Lowell `\r,SolarCity. CONTAINED SHALL NOT BE USED FOR THE LAFONTAINE, SHERYL LAFONTAINE RESIDENCE �-BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MWNTING SYSTEM: � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 175 N ELM ST 6.12 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON M A 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) CANADIAN SOLAR # CS6P-255PX PAGE NAME: SHEET: REV DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHWT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 4133746329 SITE PLAN I PV 3 10/3/2014 1 (888)-SCI-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. City Of Northampton CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING Building Department DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN Plan Review EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. 212 Main Street (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING Northampton, MA 01060 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. 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. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) * * * * CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER JB-010466 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LAFONTAINE SHERYL Mike Lowell LAFONTAINE RESIDENCE ; �/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A �-.�� �/ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 175 N ELM ST 6.12 KW PV ARRAY .,SOlafCit PART OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (24) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PACE NAME: SHEET: REV: DATE: Marlborough,02 F:( 6A17 638-1029 PERMISSION of soLAR MV7tTFR: T: (650) 38 CITY INC. SOLAREDGE SE5000A—USOOOSNR2 4133746329 COVER SHEET PV 1 10/3/2014 (BBB)-SOL—CITY(765-2489) www.solarcity.com DocuSign Envelope ID:A81F91CA-C43B-4744-BOBB-8AFE8FE71D86 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: Sheryl Lafontaine EXPLANATION OF THIS RIGHT. Dmusigned by. 23. ADDITIONAL RIGHTS TO CANCEL. Signature: bA�btlOuyx IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL 942071705DAC456.. THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 9/30/2014 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 9/27/2014. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 9/27/2014, 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: 9 LYNDON RI`d( , CEO (PPA) Power Purchase Agreement SQ[aIC ty Date: 9/27/2014 a' a Scl�ir Pq der Porch-is A reeinr,�i ersi $.LD 799477 DocuSign Envelope ID:A81 F91 CA-C43B-4744-BOBB-8AFE8FE71 D86 SolarCity. P ;w cer Pu ise Agreerneni Here are the key terms of your SolarCity Power Purchase Agreement Date: 9/30/2014 O 12160 20years System installation cost Electricity rate per kWh Agreement term Our Promises to You • We insure, maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the agreement. • We warranty your roof against leaks and restore your roof at the end of the agreement, as specified in the agreement. • The rate you pay for electricity,exclusive of taxes,will never increase by more than 2.90%per year. • The pricing in this PPA is valid for 30 days after 9/27/2014. • 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 5,764 kWh Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Sheryl Lafontaine 175 N Elm St 175 N Elm St Northampton, MA 01060 Northampton, MA 01060 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. 0 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. u`S5 I E-AFi` II Jvl r. ArJ 1,11AfF 0 -A 4�-1 t :z 888.SOL.GITY 1 888.765.2489 SOLARCITY.COM MA HIC 1685721EL-1136MR Document Generated on 91222014 pp 299477 O,x CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware) Qomg Mount Type Roof Slope 330 Rafter Spacing 22"O.C. Framing Type/ Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 1 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Kg 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 1 1.0 Table 6-1 Velocity ressure qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) ty qh 16.7 sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC, 0.88 F' .6-11B/C D-14NB Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -15.9 Psf Wind Pressure Down 14.6 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 66" 39^ Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -254 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 50.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 44" 64" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -283 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 56.6% CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Com M un T vDe C Roof Slope 330 Rafter Spacing 22"O.C. Framing Type/ Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 9090 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B M an Roof Height h 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient f Down G 0.88 F!q..6-11B/qD-14AjB Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -15.9 Psf Wind Pressure Down 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 66" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -254 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 50.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 44" 64" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -283 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 56.6% CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Corn Mon e Roof Slope 330 Rafter Spacing 20"O.C. Framing Type/ Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height I h 1 25 ft I Section 6 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Kn 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity ressure qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) ty qh 16.7 sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G 0.88 Fig.6-116 C/D-14AIS Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -15.9 Psf Wind Pressure Down 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 60" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 16 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -231 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 46.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 60" 64" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 27 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -386 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 77.2% F] I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2&3.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 = 53 Fv' = 207 fv/Fv' = 0.26 Bending(+) fb = 1669 Fb' = 1666 fb/Fb' = 1.00 Bending(-) fb = 94 Fb' = 1471 fb/Fb' = 0 .06 Live Defl'n 0.64 = L/224 0.80 = L/180 0 .80 Total Defl'n 1 0.94 = L/152 1.20 = L/120 0.79 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.400 1.00 1.15 1.00 1.00 - 2 Fb' - 900 1.15 1.00 1.00 0 .883 1.400 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 318, V design = 296 lbs Bending(+) : LC #2 = D+S, M = 915 lbs-ft Bending(-) : LC #2 = D+S, M = 51 lbs-ft Deflection: LC #2 = D+S (live) LC 42 = 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 = 25e06 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 WoodWorkso D Oct. 3, 2014 11:17 MP2&3.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.00 (22.0) * psf SL Snow Full Area No 28.00 (22.0) * psf PVDL Dead Full Area No 3 .00 (22.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 0' 1'-2" 11'-1.8" Unfactored: Dead 150 120 Snow 318 255 Factored: Total 469 375 Bearing: F'theta 776 776 Capacity Joist 1189 679 Supports 664 664 Anal/Des Joist 0.39 0.55 Support 0 .71 0.56 Load comb #2 #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 1.21 1.21 Fcp sup 625 1 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP2&3 Lumber-soft, D.Fir-L, No.2, 1-3/4'W-3/4" Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 22"c/c; Total length: 13'-8.2'; 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. F] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.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 = 49 Fv' = 207 fv/Fv' = 0 .24 Bending(+) fb = 1539 Fb' = 1666 fb/Fb' = 0.92 Bending(-) fb = 87 Fb' = 1471 fb/Fb' = 0.06 Live Defl'n 0.58 = L/247 0.80 = L/180 0.73 Total Defl'n 0.87 = L/165 1.20 = L/120 0.72 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.400 1.00 1.15 1.00 1.00 - 2 Fb' - 900 1.15 1.00 1.00 0.883 1.400 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 293, V design = 273 lbs Bending(+) : LC #2 = D+S, M = 844 lbs-ft Bending(-) : LC #2 = D+S, M = 47 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 = 25e06 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 WoodWorkso SOFIWAWF rnu W00n M%lCk Oct. 3, 2014 11:17 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.50 (20.0) * psf SL Snow Full Area No 28.00 (20.0) * psf PVDL Dead Full Area No 3 .00 (20.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 8.2" 0' 1'-2" 11'-1.8" Unfactored: Dead 143 114 Snow 289 232 Factored: Total 432 346 Bearing: F'theta 776 776 Capacity Joist 1189 679 Supports 664 664 Anal/Des Joist 0.36 0.51 Support 0.65 0.52 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 1.21 1.21 Fcp sup 625 625 "Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP1 Lumber-soft, D.Fir-L, No.2, 1-3/4'W-3/4" Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 20" c/c; Total length: 13'-8.2"; 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 - MP3 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP3 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 Skip-Sheathing 1.2 psf Rafter Size and Spacing 2 x 5 @ 22 in.O.C. 1.3 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 ps f Total Roof Dead Load 8 psf MP3 8.0 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 8/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 0.8 Section 4.9 Reduced Roof Live Load Lr Lr= Lo(RI) (RZ) 1 Equation 4-2 Reduced Roof Live Load Lr 16 psf MP3 16.0 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 330 Horiz.Distance from Eve to Ridge W 13.7 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 1.0 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum flat Roof Snow Load (w/ Pf mm 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 Sloped Roof Snow Loa Over Surroundina Roof Surface Condition of Surrounding Cs All Other Surfaces Figure 7-2 Roof 5 0.9 Design Roof Snow Load Over Ps- of= (Cs-roof)Pf ASCE Eq:7.4-1 Surroundin Roof PS-roof go25.9 Psf 65% ASCE Design SloDed Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_p Unobstructed Slippery Surfaces Figure 7-2 0.6 Design Snow Load Over PV PS. „= (CS-p„)Pf ASCE Eq: 7.4-1 Modules Ps-P" 16.0 psf 40% LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Roofing Type Comp Roof ( 1 Layers) 2,5 psf Re-Roof to 1 Layer of Comp? No Undedayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing Skip-Sheathing 1.2 psf Rafter Size and Spacing 2 x 5 @ 22 in. O.C. 1.3 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 8 psf MP2 8.0 PRIF 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 Ri 1 Section 4.9 Sloped Roof Reduction Rz 0.8 Section 4.9 Reduced Roof Live Load Lr 4= Lo(R R Equation 4.2 Reduced Roof Live Load Lr 16 psf MP2 16.0 psf Reduced Ground Roof Live/ now Loads Code Ground Snow Load py 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 330 I Horiz. Distance from Eve to Ridge W 13.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 1:0 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Rain-on-Snow Surcharge) Pf mm 28,0 psf 7.3.4&7.10 Flat Roof Snow Load Pf pf= 0.7(Ce) (Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 28.0 psf 700/o ASCE Desian SioDed Roof Snow Load Over Surroundina Roo Surface Condition of Surrounding All Other Surfaces Roof CS-roof 0.9 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 ,Surrounding Roof PS"fO°f 25.9 Psf 65% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C Unobstructed Slippery Surfaces C,_P° 0.6 Figure 7-2 Design Snow Load Over PV Ps-p,„`4 (Cs_ )Pf ASCE Eq: 7.4-1 Modules PS"P" 16.0 psf 40% 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 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 Skip-Sheathing 1.2 psf Rafter Size and Spacing 2 x 5 @ 20 in. O.C. 1.4 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load 8.5 Psf(MPI) 8.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 8/12 Tributary Area Reduction R, 1 Section 4.9 Sloped Roof Reduction R2 0.8 Section 4.9 Reduced Roof Live Load Lr 4= Lo(RI)(R2) Equation 4-2 Reduced Roof Live Load Lr 16 Psf(MP1) 16.0 Psf Reduced Ground Roof Live/ now Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 330 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 Exposed Table 7-2 1.0 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Rain-on-Snow Surcharge). pf-mm 28.0 psf 7.3.4&7.10 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 Sloped Roof Snow Loa Over Surroundinq Roo Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof Design Roof Snow Load Over Ps-roof=(Cs-roof)Pr ASCE Eq:7.4-1 Surrounding Roof PS`O°f 25.9 Psf 65% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C,_PV Unobstructed Slippery Surfaces Figure 7-2 0.6 Design Snow Load Over PV PS-PV= (Cs-p„)Pf ASCE Eq: 7.4-1 Modules PS-P" 16.0 Psf 40% 10.03.2014 SolarCity. SleekMountT'" PV System Version#39.1 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Lafontaine Residence AHJ: Northampton Job Number: 010466 Building Code: MA Res. Code, 8th Edition Customer Name: Lafontaine, Sheryl Based On: IRC 2009/IBC 2009 Address: 175 N Elm St ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01060 Upgrades Req'd? No Latitude/Longitude: 42.332015 72.652057 Stamp Req'd? Yes SC Office: Springfield PV Designer: Mike Lowell Calculations: Grady Kou al EOR:1 Yoo Jin 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 = 0.22462 < 0.4g and Seismic Design Category(SDQ = B < D 112-MILE VICINITY MAP St 9 9 • om• n, of • U.S. Geological Survey, D• Farm Service4koencv- 001� 175 N Elm St, Northampton, MA 01060 Latitude: 42.332015,Longitude: -72.652057, Exposure Category: C Version #39.1 SolarCity �H OF 3055 Clearview Way, San t lateo_ GA 94402 Y00 AN (888)-SOL-CITY (765-2489) 1 ",w solarc(ty con? K October 3, 2014 NO.4 Project/Job # 010466 RE: CERTIFICATION LETTER Project: Lafontaine Residence Digital Yoo Jin Kim 175 N Elm St Date: 2 14.10.03 11 :02:25 Northampton, MA 01060 -07'00' To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 90 mph, Exposure Category C -Ground Snow Load = 40 psf - MPl: Roof DL = 8.5 psf, Roof LL/SL = 26 psf(Non-PV Areas), Roof LL/SL = 16 psf(PV Areas) - MP2: Roof DL= 8 psf, Roof LL/SL = 26 psf(Non-PV Areas), Roof LL/SL= 16 psf(PV Areas) - MP3: Roof DL= 8 psf, Roof LL/SL= 26 psf(Non-PV Areas), Roof LL/SL= 16 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22462 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo Jin Kim, P.E. Civil Engineer Main: 888.765.2489,x5743 email: ykim @solarcity.com �:;>C,�.tivar'Y'ti �f��', `i�llt h��ltals `iOI (J] Y F 6 �(i)f.jt� i0)�O 'C'J"I(clt'. (m -� DATE(MMlDD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE `1. 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 endorsement(s). PRODUCER C NTA T MARSH RISK 8 INSURANCE SERVICES NAME'__ 1 345 CALIFORNIA STREET,SUITE 1300 W Nrt.Ext1: 11�No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS; INSURER(S)AFFORDING COVERAGE NAIC M 998301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED Ph(650)963-5100 - - - INSURER 8:Liberty Insurance Corporation -.. 142404 SolarClty Corporation INSURER C:NIA (NfA 3055 Clearview Way INSURER D: 1 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. INSR-- --TYPE OF INSURANCE -- -- ADDL SUER! POLICY NUMBER --_------M/UDD/YIEFF MOUC EX Y ---- UMITS. - - -- _ LTR A GENERAL LIABILITY TB2-661-066265-014 09!01014 0910112015 EACH OCCUR_RENCE _$ 1.000,000 DAMAGETO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ 100,000 _ CLAIMS-MADE X I OCCUR MED EXP(Any one person) $ 10'000 � PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY I X I PRO- j LOC Deductible $ 25,000 JECT A AUTOMOBILE LIABILITY AS2-661-066265-044 09101/2014 0910112015 , COMBINED SINGLE LIMIT 1,000,000 k(Ea accident) _-- _.$ X I ANY AUTO I BODILY INJU RY(Per person) S ALL OWNED SCHEDULED IIII'BODILY INJURY(Per accident) $ }} i AUTOS 1AUTOS 111 NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X W ,AUTOS ( [Per accident) $ X I Phys.Damage COMPICOLL DED: $ $1,000!$1,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _. EXCESS UAS I -.. CLAIMS-MADE, AGGREGATE $ DED RETENTION S $ B WORKERS COMPENSATION WA7.66D-066265-024 0910112014 09/01/2015 i X WCSTATU- OTH- AND EMPLOYERS'LIABILITY I TORY LIMIT& ER B ANY PROPRIETORIPARTNER/EXECUnvE YIN WC7-661-066265-034(Wq 0910112014 09(011201'5 1,000,000 OFFICERIMEMBER EXCLUDED? � N/A E L EACH ACCIDENT $ _ B (Mandatory in NH) 'WC DEDUCTIBLE:$350.000' E L DISEASE-EA EMPLOYEE $ - 1,000,000 If yes.describe under DESCRIPTION OF OPERATION below EL DISEASE-POLICY LIMIT $ 1'000'000 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&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/Plumbers Annlicant Information Please Print Lep-ibly Name(Business/Organization/Individual): SO(_ARCITY 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 1 am a employer with 5000 4. D I am a general contractor and 1 employees(full and/or part-time). * have hired the sub-contractors 6. E]New construction 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' [No workers' comp. insurance comp. insurance.= 9. D Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I 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 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no SOLAR i PV employees. [No workers' 13.X Other _ comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this afrdavit indicating They are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that chock this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that Is providing workers'compensation insurance for nr v employees. Below is lite policy and job site information. Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY Policy#or Self-ins. Lic. #:hW�A7-66D-066265-024 Expiration Date:I09/01/201A5 ,� Job Site Address: � !V S City/State/Zip: N�0 r�r��`m0oN 'v'l A Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. do hereby cert&under the pains and penattles of perjary Brat lite Information provided above��is true and correct. - Signature: 00i (Z 2�( q Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License It Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: F , SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: CORP, `/i Not Applicable ❑ Name of License Holder: SOIAr'(L..,CtA', G J CRAl %G Ells n 't IDCD License Number 24� � WtA�.a-i`�u >e� ve - But 0(n 2 UYU n, ml 1 zo(-+ Address Expiration bate Signature^ Telephone 9. Realstered Home Improvement Contractor: Not Applicable ❑ Company Name I I y Registration Number 'Z-LA A N > , UIA 0 3/n / o r& d � ress n p / Expiration ate �/t S (�� Telephone tP 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....... N No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [[7 Siding[0] Other`tC Brief Description of Proposed TAY Cp �ef}� WorkSr[ Atc SOAP Qrt+D►G t RNELS Tb aoaf- off- Ey;-sHm> 1r Vma tFormcs 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 following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. 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 e U 1 cv"__ 10/07/14 Signature f Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DON'T KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DON'T KNOW © YES Q IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW () YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained 0 , 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 O 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 0 NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only ity of Northampton Status of Permit: ' 'r, `\ 1 ilding Department Curb Cut/Driveway Permit 12 Main Street Sewer/Septic Availability 1.J ' 014 Room 100 Water/Well Availability QC� rth mpton, MA 01060 Two Sets of Structural Plans G's n -1240 Fax 413-587-1272 Plot!Site Plans tr1c.plumbm o&MA 01060 Other Specify LWF&�ATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION I A Property Address: This section to be completed by office 175 N ELM ST NORTHAMPTON, MA 01060 Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: SHERYL LAFONTAINE 175 N ELM ST NORTHAMPTON,MA Name(Print) Current Mailing Address: 413 374 6329 Telephone Signature 2.2 Authorized Agent: Una+ QMt S t2i OA Z� 1� Na Prin) Current Mailing Address: Signatur4 Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 4,800 (a) Building Permit Fee 2. ElectricalI+ (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) 16,000 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0424 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 24 ST MARTIN DR BLDG 2,UNIT 11 MARLBORO (888)765-2489(2358) PROPERTY LOCATION 175 NORTH ELM ST MAP 24A PARCEL 100 001 ZONE URA(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Buildinu Plans Included• Owner/Statement or License 107663 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOR TION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Delay Signature of Buil i Official 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. 175 NORTH ELM ST BP-2015-0424 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 24A- 100 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-2015-0424 Project# JS-2015-000754 Est. Cost: $16000.00 Fee: $96.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 22389.84 Owner: GIARUSSO JOSEPH M&SHERYL LAFONTAINE Zoning. URA(100)/ Applicant: SOLARCITY CORP AT. 175 NORTH ELM ST Applicant Address: Phone: Insurance: 24 ST MARTIN DR BLDG 2 UNIT 11 (888) 765-2489 (2358) Workers Compensation MARLBOROMA01752 ISSUED ON.10/14/2014 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL 6.12KW ROOF MOUNTED SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 10/14/2014 0:00:00 $96.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner