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16B-031 s solar=ve solar - • o T SolarEdge Power Optimizer Module Add-On for North America P300 I 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 '"P"T Rated Input DC Power' 300 350 400 W 4E .... off_... 80. Vdc._. l...... 8-43 .. e 60 e ED VCc Maximum Snort Cirruit Crren I ... u ._ Adc M1 ax num oC-Input Current t"S _.. _. A& MaX m.rnu rff;dency .... ,.S_.. _. _.. 5; _..:Yeghted 17.fl -Y •'�'- Oy Rage Ca o y ...... OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTER TO OPERATING INVERTER) _ N ri nn Oiltpt Current_. I ;5 Adc Fr1 rum d tN voltage 60 Vdr : OUTPUT.DURING STANDBY(POWER OPTIMIZER DISCONNECTED,FROM INVERTER OR INVERTER OFF) .J Safety Ci ut voltage _ --_ ...._ _ ._... p....... E Fer.?ow Power tmi:er ...... 1............_ __ __.rdc _STA .._._..._ . ___ . ...... ..._.._ _-. N DARD COMPLIANCE EMC 'Cr Part CI E IECo P 6-2,!E1n:000-6-3 _Safety .. .... _ _ IEr o,tO..-Ir la s s tetvl.UL1741 _RI HS yes SPECIFICATIONS INSTALLATION SPECI .; .......................... . Man mum A.Ilo s.:d system Vo Mg., ._ICrUO `Jdc _....._. _....... ._....._ _.. . __ ..__. Dm ns-.on..!W X Lx Hj _... ..___. 143 x212x40.5/7 -C x5.34x 1.55 _ m.r.) in.. `Ne gnt It IUdlr- ab ems;,... _ 9-0.2.1 ....... ._ ..... ...._ I_.... �- fir; ' Inpi rre.tar t•1. IAm 7 0l yro Oat„utW ra T'rpe,C.,nr.ecto' .._. ..... -.. .._.D_.rble lnsuiatc,Amphcnrl .. _. ..._. .... ._.. .. . ... Oat.,ut Ware Length 0,9511 3JJ 39;'1.' _ O erahrg Temperature Range -40-+85/40-+IE5 : ' P,otec:t-r Rani,g _ .... i ._. IP65/NEMA4. ._. Relates Hurn:cqy PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V ..... .'.:... ....._.. .:... ....................................... ....... ...... ....... ..........._.... PV power optimization at the module-level M1 „S ring L n,.l Pn,•. n rcrrl tl 10 is -' Up t6 Z5°%o more energy M1 ar,murr.qtr'g Length Pcwt.r Opumiznrs!__... .. 25 _. _25 StRgieria€efric efficiency(49.556) Maximum Power per String 5250 6000 12750 W Parallel string,of.-'f.er`.Lengths or Oriented.-s 'a; — Mitigates al`types of m0i3ufe masmatth losses,from manufacturing ta<crance to pana1 s'jzding --- -- � --- FleX ble system-design for rinaximum space rl E-.a,.on — Fast installation with a si.^.gie LOI: — Next generation maintenance with mcdule-lever moniRCring — Module-level voltage shutdown for installer and Srefighter safety IALY - f d �= !? ISLA(l �x ,:,.,.v t4::: :, rsAtA www.solaredge.us . tot " CS6P-25/240/245/250/255PX $t �� rou �t1c ,l�r CanadianSolar Electrical Data Black-framed STC CS6P-235PXCS6P=240PXCS6P-245P CS6P-250PXC56P-255PX Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.0V 30.1V 30.2V Pmax -0.43%/°C NeWEdge Optimum Operating Current(Imp) 7.90A i 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc 1-0.34%/°C Open Circuit Voltage(Voc) 36.9V 37.0V 37.1V 37.2V 37.4V Isc 0.065 WC Black-framed , Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature; q5±2°C J Module Efficiency 14.61% 4 14.92% 15.23% 15.54% 15.85°0 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/m' Next Generation Solar Module Power Tolerance 0-+5W (AM 1.5,25°C) Under Standard Test Conditions(STC)of irradiance of 1000W(m',spectrum AM 1.5 and cell temperature of 2YU NewEdge,the next generation module designed for multiple - - - -- Engineering Drawings types of mounting systems,offers customers the added NOCT 'CS6P-235P X CS6P-240PX CS6P-245PX CS6P-250PXiCS6P-255PX 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) 6.2TA--- 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34,OV 34.1V 34.2V 34.4V I wil I The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A - incorporating the groundbreaking Zep compatible frame. Under Normal operating Cell Temperature.Irradiance of 800 W/m',spectrum AM 1.5,ambient emperature 20'C. ' The specially designed frame allows for rail-free fast wi°°'peed t mrs installation with the industry's most reliable grounding Mechanical Data system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156x 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(45.2 lbs) reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy I • Lower system costs - can cut rooftop Best Quality J-BOX IP65,3 diodes installation costs in half Cable 4mm'(IEC)112AWG(UL),1000mm e; • 235 quality control points in module production • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Connectors MC4 or MC4 Comparable with auto leveling nd alignment Standard Packaging(Modules per Pallet) zapcs 9 9 . Current binning to improve system performance Module Pieces per container(40 ft.Container) 672pcs(40'HO) 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 t j and grounding system • Non-cancellable 35 0 • Industry first comprehensive warranty insurance by Immediate coverage AM Best rated leading insurance companies in the Insured by 3 world top insurance companies world o I Comprehensive Certificates • Industry leading plus only power tolerance:0-+5W • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, 4t, § 15 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS 6 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 • 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 100% p g vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in 97% + QC080000 HSPM:The Certification for companies. As a leadin verticall Added Vatue F, manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing 90% ®"' m ,,anty Hazardous Substances Regulations 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 90% occupational health and safety customers. Canadian Solar's world class team of oq s 10 11 29 zs • REACH Compliance providelthem with solutions for alll their solar needs.s to our cu •10 year product warranty on materials and workmanship 25 year linear power output warranty r www.canadiansofar.com EN-Rev 10.17 Copyright a,2012 Canadian Solar Inc. SolarCity Sleek ountTM - Comp SolarCity SleekMountTN1 - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and • Interlock and grounding devices in system UL listed to UL 2703 `z Fastener Size Per NDS Section 1.1.3.2 mounting clamps, combined with the addition Seal clot hole with roofing sealant of array trim and a lower profile all contribute • Interlock and Ground Zep ETL listed to UL 1703 p g to a more visually appealing system.SleekMount as"Grounding and Bonding System" 3 Insert Comp Mount flashing under u P 9 Peer utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as V, layer of shingle strengthened frames that attach directly to grounding device 4 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 5' 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 fi= Secure Leveling Foot to the Comp Mount using machine Screw 7 Place module A Components 5/16"Machine Screw Ei Leveling Foot zq Lag Screw p Comp Mount y . -E Comp Mount Flashing mss, TV Q��MPAr9 T nn n;Sofa F j W U� LISTED ;:SLi :. January 2013 �OMPPtO January 2013 Label Location: F„ Label Location: p t� 0 � I i i Label Location: (C)(CB) . (AC)(POI) ■. (DC)(INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 ® - "' NEC 690.17.E ® -� ' 1�'"® NEC 690.35(F) Label Location: • :• . - • • • TO BE USED WHEN . (DC)(INV) °-' ' " '_* ' ' " ' - INVERTER IS Per Code: " "- UNGROUNDED NEC 690.14.C.2 e yi it Ilh 11l Label Location: Label Location: y i' !!� (POI) >. (DC)(INV) Per Code: -' Per Code: - ' NEC 690.64.B.7 ® NEC 690.53 ■• • • s ° Label Location: - • • • -al • (POI) p ' Label Location: ° Per Code: 1 (DC) (CB) "N ;- ° NEC 690.17.4; NEC 690.54 Per Code: • - $ - NEC 690.17(4) '• -" `' ' s •• ,, Label Location: .. � (DC)(INV) Label Location: m Per Code: (D) (POI) i NEC 690.5(C) Per Code: "•- -• . . - ' ® NEC 690.64.B.4 -• s • : r . Label Location: Label Location: . (POI) (AC) (POI) . a -• .- a - Per Code: (AC):AC Disconnect Per Code: * " • NEC 690.64.B.4 (C): Conduit NEC 690.14.C.2 - ' ' (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect Label Location: (IC): Interior Run Conduit q • (AC) (POI) (INV): Inverter With Integrated DC Disconnect •' Per Code: (LC): Load Center NEC 690.54 (M): Utility Meter •• - • (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED y`Al pd S � IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set p ' T i EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE t ®OL[IIm SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. CAU ION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 35 Fern St INVERTER AND DC DISCONNECT r-----------T I --T I I I I L--------------J UTILITY SERVICE r-------------------- ------� SOLAR- PHOTOVOLTAIC ARRAYS) PHOTnV%TAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V PREMISE 090: DESCRPTION: DESIM CONFIDENTIAL- THE INFORMATION HEREIN [IN NUMBER J B-010401 0 0 \i CONTAINED SHALL NOT BE USED FOR THE KELLEY, RICHARD G KELLEY RESIDENCE William Avery �.:�`.� BENEFIT OF ANYONE EXCEPT SgARgTY AVC, N19iG SYSIEN: of SolarCity.Nat SHALL IT BE DISCLOSED IN WHOLE OR IN omp Mount Type c 35 FERN ST 4.845 KW PV ARRAY ►`� PART IZ OTHERS OUTSIDE THE RECIPIENTS ULES. NORTHAMPTON M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE 9) CANADIAN SOLAR # CS6P-255PX 24 St Martin Dr1w,Building 2,Unit 11 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. t1E" 413-588-4858 PV 7 A 9/16/2014 ` (sso)s3:>-1028 F: (sso)sas-1oz9 LAREDGE SE380OA—USOOOSNR2 SITE PLAN PLACARD { )—SCL—CITY(765-2489) www.salardt.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number. Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE SE380OA—USOOOSNR2 LABEL: A —(19)CANADIAN SOLAR CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:98355605 Tie—In: Supply Side Connection Inverter; 38 OW, 240V, 97.59'4 w/Unifed Disco and ZB,RGM,AFCI PV Module; 255W#234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIRER E 125A MAIN SERVICE PANEL E 125A/2P MAIN CIRCUIT BREAKER CUTLER—HAMMER Inverter 1 Disconnect 125A/2P a (_311 SOLAREDGE B 20A SE3800A—US000SNR2 A Ll E2-Vj SolarCity B L2 N Z A F(E) LOADS GND -—-----------—-----------—----------- EGG --- DC+ —cec �� Dc- ■ MPH: 1x19 Fr---J GND __ EGC--------------------------- ---1---- -- -----------------t� I , N I -J o EGClGEC _ - -� I I I I I I L_ GEC _4 TO 120/240V SINGLE PHASE I I UTILITY SERMCE I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP Ol 2)Ground Rod; 5/8' x 8', Capper B (l)CUTLER-HAMMER /DG22MRS /rt A (1)Solargti#4 STRING JUNCTION BOX — 2)ILSCO#IPC 4/O­-j6 Disconnect 60A, 240Vaacc, Fusble, NEMA 3R /-� 2x2 STRMGS, UNFUSED, GROUNDED DC Insulation Piercing Connector; Main 4/0-4, Tap 6-14 —(1)CUTLER- A�IMER DG100NB SCGround�Neutral I� 60-100A, General Duty(DG) (19)SOLARmcEP3oo-zNA4AZS SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE —(2)fERRAZ SHAMUT 1632 PV Powereax timize, 3ooW, H4, DC to DC, ZEP AS SERNCE EQUIPMENT AND SHALL BE RATED PER NEC. Fuse Reduce A Fuse for 60A pip, 250V —(1)CUTLER-HAMMER f DS16FK n d (i)AWG/6, Slid Bare copper Class R Fuse Kit —(2) ERRAZ2SHAWMUT f TR20 KS PV BACKFEED OCP —(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 � )ANG , THWN-2,Blade � ��)AH Black 1 AM 110, THWN-2, Blade Voc* =500 VDC Isc =15 ADC 2 AWG/10, PV WRE, Blade Voc* =500 VDC Isc =15 ADC (1)AWG�6, THWN-2,Red O L�'`L Red (1)AWG /10, THWN-2, Red Vmp 350 VDC Imp-13.66 ADC (1)AWG/6, Slid Bare Capper EGC Vmp =350 VDC Imp=13.66 ADC I��LL - (1)AWG , 1HWN-2 White NEUTRAL Vmp =240 VAC Imp=15.83 AAC , White NEUTRAL Vmp =240 VAC Imp=15.83 AAC (i)AWG#10, TIiWN-2,_Green.. EGC, , , •.-(1)Conduit.Kit.3/4'.ETdT .. . . . . .. 70)0VG#6,.S0!cd Bare.Copper. GEC. ..-(0 C09041t.151t;.3/4'.WT. .... .. .. . .. .. . . .-,(1)AWG/8,. H_WN-?,,Green , . EGC/GEC,.-(1)Condult_Kit;,3/47.PT. . .. . . . . .. [ E i i PREMISE ONNER: DESCRIPTION: DESIGN CONFIDENTIAL S - THE INFORMATION USED HEREIN Joe NUMBER JB-010401 00 KELLEY, RICHARD G KELLEY RESIDENCE William Avery CONTAINED SHALL NOT E USED FOR THE ``\!a SolarCity. BENEFIT ANYONE EXCEPT Sq ARg1Y INC., MOUNTING SYSIQI: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN IWA PART TO OTHERS OUTSIDE THE waPIENTS Comp Mount Type C 35 FERN ST 4.845 KW PV ARRAY ►�� ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTHAMPTON, MA 01062 THE SALE AND USE OF THE RESPECTIVE (19) CANADIAN SOLAR # CS6P-255PX 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DAIS Marlborough,MA 01752 Pt72MIS510NOFSOLARCITYINC. INVMTER: T. SE380OA—USOOOSNR2 413-588-4858 THREE LINE DIAGRAM PV 6 A 9/16/2014 (888)-SOL)CITY(765-2489)65wwwodarcitycom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED L A THE INFORMATION BE USED HEREIN JOB NUMBER J B-010 401 00 William Aver �\`'•solarCity,CONTAINED SHALL NOT�USED FOR THE KELLEY, RICHARD G KELLEY RESIDENCE Y NNOR SHALLLL ITNBE1fE DISa�INxWHOOLEE ORCIN �'01Nm sYSou 35 FERN ST 4.845 KW PV ARRAY �� PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION W-M MODULES: NORTHAMPTON, MA 01062 THE SALE AND USE OF THE RESPECTIVE (19) CANADIAN SOLAR # CS6P-255PX 24 St Martin Drava Building 2,Unit 11 SOLMC11Y EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV. DATE T: (650)6 Marlborough,,F:A(617 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE3800A—USOOOSNR2 413-588-4858 UPLIFT CALCULATIONS PV 5 A 9/16/2014 (666)-SOL-CITY(765-2469) www.adaraity.aam S1 2'-2" 1. 6'-4" (E) LBW SIDE VIEW OF MP1 NTS A MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20t1 TOP CHORD 2X4 @ 24 OC ROOF AZI 176 PITCH 19 STORIES: 1 ARRAY AZI 176 PITCH 19 BOT CHORD 2X4 @24" 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 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WA HER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2' EMBED, MIN) (E) RAFTER STAN DOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-010 401 00 PREMISE OVER. DESCRIPTION: DOGN:�Iliam Aver � CONTAINED SHALL NOT E USED FOR THE KELLEY, RICHARD G KELLEY RESIDENCE y ,,,So�arCity. NOR SSHTALLLL IT BE IN W-IROaLE OR IN MOUNTING sMou 35 FERN ST 4.845 KW PV ARRAY ii PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTHAMPTON, M A 01062 THE SALE AND USE OF THE RESPECTIVE (19) CANADIAN SOLAR # CS6P-255PX 24 St Martin Drive MA 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV-. DATE Marlborough,MA 50) PERMISSION OF SOLARaTY INC. �SOL 413-588-4858 PV 4 A 9/16/2014 W8) SOL_ 838-1028 F. (650)638-1029 SOLAREDGE SE3800A—USOOOSNR2 STRUCTURAL VIEWS ( )—sa—aTr(765-2489) wwN.ealaralty.a«r, PITCH: 19 ARRAY PITCH:19 MP1 AZIMUTH: 176 ARRAY AZIMUTH: 176 MATERIAL:Comp Shingle STORY: 1 Story O Inv Digitally signed by Andrew White Date:2014.09.17 11:35:26-04'00' LEGEND e (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS MP1 © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS Q A DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS LOAD CENTER & WARNING LABELS Front Of House O DEDICATED PV SYSTEM METER 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L='J SITE PLAN N Scale: 1/8" = 1' IN E 0 1' 8' 16' S PREMISE OWNER: DESCRIPTION: DESIGN CONFIDENTIAL A THE INFORMATION HEREIN ,IOB NUMBER J B-010401 00 KELLEY RICHARD G ��`! ■ CONTAINED SHALL NOT E USED FOR THE , KELLEY RESIDENCE William Avery �' a 5o�arCity BENEFIT�'ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIETI: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 35 FERN ST 4.845 KW PV ARRAY ►.' tt PART TO OTHERS OUTSIDE THE RECIPIENTS oil ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTHAMPTON, MA 01062 THE SALE AND USE OF THE RESPECTIVE (19) CANADIAN SOLAR # CS6P-255PX 24 St.Martin Drive,Bulding Z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REY: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. IN`K'S: 413-588-4858 T. (650)638-1028 F: (650)638-1029 SOLAREDGE SE3800A—USOOOSNR2 SITE PLAN PV 3 A 9/16/2014 (888)—SOL-CITY(765-2489) www.sdorcitycom PROPERTY PLAN N Scale:l" = 20'-0' W E 0 20' 40' S CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-010401 00 PREMISE OWNER: DESWIION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE KELLEY, RICHARD G KELLEY RESIDENCE William Avery i}NOR SHTALL ITT BED ISCLOSED INN MOLE ORCIN Mau"nNC srsTFlt 35 FERN ST SoIarC y. Comp Mount Type C 4.845 KW PV ARRAY '►�� PART IZ OTHERS C PT IN THE RECIPIENTS VAT MODULES: NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH � THE SALE AND USE OF THE RESPECTIVE (19) CANADIAN SOLAR # CS6P-255PX 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHWT THE WRITTEN PACE NAME SHEET- REV: DATE: Marlborough,MA 01752 PERMISSION OF SO ARaTY INC. �'�� 413-588-4858 PV 2 A 9/16/2014 T: (650)636-1028 F. (650)638-1O�g SOLAREDGE SE3800A—USOOOSNR2 PROPERTY PLAN (888)—SOL—CITY(765-2489 �.Warat.com ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. 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 PV5 UPLIFT CALCULATIONS LICENSE GENERAL NOTES 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: AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS s UTILITY: National Grid USA (Massachusetts Electric) �* J[3-010401 00 PREMISE OM— DESCRIPTION: DESIGN: CONFIDENTIAL S — THE INFORMATION HEREIN JOB NUMBER William Avery r'solarCily.CONTAINED SHALL NOT BE USED FOR THE KELLEY, RICHARD G KELLEY RESIDENCE NOR SHALL ITT BE DIS� I�OLE CROIN 'Com sue: 35 FERN ST 4.845 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTHAMPTON, M A 01062 THE SALE AND USE OF THE RESPECTIVE (1 9) CANADIAN SOLAR # CS6P-255PX 24 St Martin Drive,Building z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DAIS Maritwraugh,MA 01752 PERMISSION w salaRarr INC. INVERmt: 413-588-4858 PV 1 A 9/16/2014 T- (650)638-1028 F: (650)638-1029 SOLAREDGE SE3800A-USOOOSNR2 COVER SHEET (666)-Sat-CITY(765-2469) www.adantitycom CALCULATION OF DESIGN WIND LOADS'- MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Comp Mount T e C Roof Slope 190 Rafter Spacing 24"O.C. Framin Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method ' Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure;'Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt ;, 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor' I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Krt)(Kd)(V^2)(I) Equation 6-15 15.0 Psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure Up p„ -13.1 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction` Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24 NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -221 Ibs' Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 44.1% 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 -245 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.0% ' Simpson Strong-Tie Truss: MP1 ProjectName: Kelly Component+SohrtionsT" Date: 9/5/2014 1:3927 PM Page: l 0171 Truss Version:5.3[Build 361 Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 24-8-0 4/12 1 2-2-0 2-2-0 0-0-0 0-0-0 1 24 in 831bs 29-0-0 2-2-0 6-6-14 5-9-2 5-9-2 6-6-14 2-2-0 6-6-14 12-4-0 18-1-2 24-8-0 5x5- 3 12 12 4� 14 3x4/ 3x4\ 2 4 74 �0 3x8- 3x8- 1 5 9 8 7 6 10 1 x4 j 5x8- U4 1 0-0-0 0-0-0 6-6-14 5-9-2 5-9-2 6-6-14 6-6-14 12-4-0 18-1-2 24-8-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (psn Bldg Code: IBC 2009/ TC: 0.73(1-2) \kn TL'. 0 33 in L/883 (743) L/180 Roof Snout ON 30.8 psf TPI 1-2007 BC: 0.90(8-1) �ktt LL: 0.12 in L/999 (6-7) L/2J0 TCDL: 7 Rep Nlbr Increase: Yes Web 0.85(2-7) Ho v.TL: 0.1 in 5 BCLL: 0 D.O.L.: 125% Cr;ep Factor,Ker=1.5 BCDL: 10 Plate onsets(1 tX YA g)' (1.4-14 2-L()) (2 1-12.3-2.1K) 13'0­034 1 0_) (4:1-1232.18_) (5-4-14.2-1 U_) (6.0403-8.90_) (7.0-0,2-8 0) (8-0403 8,90_) Reaction Summary IT Type BrgC abo Bm Width M l—il Rqd Big Wdlh Max React Mar Gee Uplift Mac MWFRS Uplin NLx C&C Uplift NL x Uphn Max Horiz 1 Pin (Wall) l 35 in Steel 2.38 in 1.517 Ibs - -246 Ibs 634 Ibs 634 Ibs -39 Ibs 5 H Roll(Wale t 3 5 in Steel 2.30 in 1,466 Ibs - 277 Ibs 665 Ibs 665 Ibs 0 His Material Summary Bracing Summary TC SPF#2 2 x 4 TC Bmcimg: Sheathed or PUdins at 2-54).Pullin design by Others. BC SPF#2 2 c 4 BC Bracing Sheathed or Portins at 5-11-0,Pudin design by Others. Webs SPF#2 2 x 4 Loads Summary I)This uuss has been designed fr the effects due to 10 psfbottom chord Inc load plus dead loads. 2)This tees:has bcen designed forfhe effects ofa balanced design snow load(Ps=30.8 psn and unbalanced design snow loads(4/12,9.2 psfwind.30.8 psf Ice 20.4 psf Ice o,er peak to 8.5 ft)for hips/gables in accordance with ASCE7-05 with the to flowing user defined input:40 psfgound snow load(Pg),Tcaram Categn C,Ecposum Categry Partially Exposed(Cc-1.0),Building Category D(f=1.0),Thermal Condition Cold ventilated(Ct=L1),Roof Slope Factor(Cs=1.00),DOL=1.15. 3)This Russ has been designed forthe effects ofwind loads in accordance with ASCE7-05 with the following user defined input 90 mph norniud,Exposure C,Fully Enclosed, Gable/Hip,Building Category 11 p=1.00),h=B=L=15 ft,End Zone Tmss,Both end webs considered.DOL=1.60,CC Zone Width 12.33 ft. 4)In addition to the snow loading specified on this drawing this tmss has also been designed fora roof live load(fUIL)of20 psf. 5)Minimum storage attic loading in accordance with IBC lhble 1607.1 has been applied Load Case Dl:Std Dead Load Distributed Toads M bcr fucaio I Lialion2 Direction Spread St.Load End Load Tub Width Top Chd -2-24) 124-0 Down Pm) 3 psf 3 psf 24 in Member Forces Summary Table indicates Mca berlD,uac CSI,r ns acid force,(nnc conpr force,Sdilfi rant fmmmax axial force) TC 9-1 0,445 56 Ibs 2-3 0.656 -2 00616: 4-5 0.691 -3.167 His 1-2 0.730 3234 Ibs 3-4 0.617 -2.000 Ibs 54 041 52 lbs BC 56 0.877 2,9391bs (-93716:) 1-8 0.795 2,99716: (-912lbs) 6-7 0.782 2.939 Ibs (-937 Ibs)8-1 0 898 2.997 Ibs (-91216s) Webs 2-8 0057 252 Ibs 3-7 0188 767 Ibs (-245 Ibs) 46 U-057 251 Ibs 2-7 0.852 -1,294 lbs 4-7 0.811 -1.2321bs Notes: 1)When this tress has been chosen for quality assurance inspection,the Plate Placement Method per TPI 1-2002/A3.2 shall be used. Cq=1.17. 2)Listed wind uplift reactions based on MW FRS&C&C loading NOTICEAcopyofthis design shall be fumished to thecrection contractor.The design ofilits individual(mss is based on design cutena and requirencnts supplied by theTmss Nl ufwturerand relies upon the accume, Simpson Strong-Tie Company .it,ompleteness of the infomation set forth by the Building Designer.A seal on this drawing indicates acceptance of professional engineering responsibility solely for the Russ component design shown.See the coxer page and the"Important Inforrution&General Notes"page foradditional info mntion.All connector plates shall be nnnufxtumd by Simpson Sim ng-Tie Company,Inc in acco glance with ESR2762.All connector plates am 20 gauge,unless the specified plate sire is followed by a"48"which indicates an 18 grog plate.or"S#I8",which indicates a high tension 18 gauge plate. LOAD ITEMIZATION - MP1 PV System Load 2.5 psf PV Module Weight(psf) Hardware Assembly Weight s 0.5 psf PV System Wei ht s 3.0'psf Roof Dead Load Material Load Roof Category Description MPl Roofing Type Comp Roof (,1 Layers) 2.5 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 7 psf(MPI) 7.0 Psf Reduced Roof LL Non-PV Areas '' Value ASCE 7-OS Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 4/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 1 Section 4.9 Reduced Roof Live Load Lr L,= Lo(Rr)(Rz) Equation 4-2 Reduced Roof Live Load Lr 20 psf(MP1) 20.0 psf Reduced Ground/Roof Live/Snow;Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 190 Horiz. Distance from Eve to Ridge W ;15.7 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 Structures kept just above freezing Table 7-3 1.1 Minimum Flat Roof Snow Load(w/ Pf-min 30.8 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load Pf Pf= 0.7(CJ (Ct) (I) pg; pf>_ pf-min Eq: 703-1 30.8 psf 77% ASCE Design Slo ed Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding Cs All Other Surfaces Figure 7-2 Roof S fOO 1.0 Design Roof Snow Load Over Ps-roof' (Cs-roof)Pf ASCE Eq:7.4-1 Surrounding Roof Ps-roof 30.8 psf 77% ASCE Design Sloped RoR Snow Load Over PV Modules Surface Condition of PV Modules Cs_Pv Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV PS-PV (Cs-PV)Pf ASCE Eq:7.4-1 Modules Ps P° 30.8 psf 77% 09.05.2014 SleekMountTM PV System Version#38.7 I'*ty,olarLStructural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Kelley Residence AHJ: Northampton Job Number: 010401 Building Code: MA Res.Code, 8th Edition Customer Name: Kelley,Richard G Based On: IRC 2009 J IBC 2009 Address: 35 Fern St ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01062 Upgrades Req'd? No Latitude/Longitude: 42`.343634 72.675901 Stamp Req'd? Yes SC Office: Springfield PV Designer: William Avery Calculations: Justin Arbuckle EOR: Andrew White P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22424 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP 9 9 35 Fern St, Northampton, MA 01062 Latitude:42.343634, Longitude: -72.675901,Exposure Category:C ersion#38.7 zoo larCity 3055 Cleawiew 'Wav, Sari Mateo, CA 94402 (888)-SOL-CITY (765-2489) a www,solarcity,com September 5, 2014 Project/3ob#010401 RE: CERTIFICATION LETTER Project: Kelley Residence 35 Fern St Northampton, MA 01062 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed =90 mph, Exposure Category C -Ground Snow Load = 40 psf -MP1: Roof DL= 7 psf, Roof LL/SL= 30.8 psf(Non-PV Areas), Roof LL/SL= 30.8 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22424 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure 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, Andrew White, P.E. Digitally signed by Andrew Structural Engineer White Main: 888.765.2489,x2377 Date:2014.09.05 13:58:51 -04'00' email: awhite @solarcity.com San Mateo:ateo: ...,f, f�:2 r�`n, 28-K120 �cj.,`�i.X)L _.I`'`�` P s 500 631-1(, ;,..3..��'.�.*a,'xn