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22 ARBELLA ST - BPA-15-1317 SOLAR PANELS N $L c-t�---1 -7 q s The Commonwealth of Massachusetts RE ,EI VEpfY Qh ES Board of Building Regulations and Standards IMSPECTICi , LAG Massachusetts State Building Code, 780 CMR Revisedr0tt r s Building Permit Application To Construct, Repair, Renovate Or Deli*INOV 30 A 11: 04 . � One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: Date Alied: Building Official(Print Name) Signature Date 1 SECTION 1: SITE INFORMATION 1 „(\ 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 22 Arbel�Street 36 415-0 I.I a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: RESIDENTIAL Zoning District Proposed Use Lot Area(sq ft) Frontage(R) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Requited Provided 1.6 Water Supply: (M.G.L c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public ❑ Private❑ Zone: Outside Flood Zone? Municipal ❑ On site disposal system ❑ Check ifyes❑ - SECTION 2: PROPERTY OWNERSHIP' - 2.1 Owner of Record: Matthew McAuliffe SALEM MA. 01970 Name(Print) City_State,ZIP 22 Arbella Street 978-317-6992 matthew mcauliffe@yahoo.com No.and Street Telephone ]--mail Address SECTION 3: DESCRIPTION OF PROPOSED WORK(check all that apply) New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other ❑ Specify:SOLAR PV Brief Description of Proposed Work':Install Solar Electric panels on roof of existing home to be interconnected with the home's Electrical System(9 panels at 2.295 kW) SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: (Labor and Materials) Official Use Only I. Building $2,000 L Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $4,000 13 Standard City/Town Application Fee ❑Total Project Cost (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $6,000 ❑ Paid in Full ❑ Outstanding Balance Due: tY1 A t L� 1 SraS� I z- r SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 101687 9113/2016 SOLARCITY CORP./DANIEL D. FONZI License Number Expiration Date. Name of CSI„Holder List CSL Type(see below) u 800 RESEARCH DR No.and Street Type Description WILMINGTON MA.01887 _ u Unrestricted(Buildings u to 35,000 cu. ft.) R Restricted 1&2 Family Dwelling City/Down,State.ZIP M Masonry RC Roofing Covering WS Window and Siding SP Solid Fuel Burning Appliances 918-215-2383 DFONZI@SOL RCITY.COM I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 168512 3/8/17 SOLARCITY CORP. HIC Registration Number Expiration Date I1IC Company Name or HIC Registrant Name 800 Research Dr ablanco@solarcity.com No.and Street Email address Wilmington Ma. 01887 978-215-2383 , Cit /Town,State,ZIP Telephone SECTION 6: 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 ..........0 No ........... ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property, hereby authorize Solarelty/Astrid Blanco to act on my behalf, in all matters relative to work authorized by this building permit application. *See Contract/Owner Authorization 11/30/2015 Print Owners Name(Electronic Signature) Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained int is application is true and accurate to the best of my knowledge and understanding. 4A V( 11/30/2015 Print Owner`s r - rt prized Agent's Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(FITC)Program), will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.nmss.eov/oca Information on the Construction Supervisor License can be found at www.ntass.eov/dns 2. When substantial work is planned, provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage" may be substituted for"Total Project Cost" 4 , Version #53.4-TBD --,_SolarCity November 14,2015 P``y RE: CERTIFICATION LETTER ` JASON WIL (AM n Project/Job #0191660 - TOMAN Project Address: Mcauliffe Residence O STRUCTURAL 22 Arbella St Apt 1 No 51554 6 Salem, MA 01970 ,r AHJ Salem A�p"6( � T SC Office Wilmington Jason Toman Date: .14 12:42:40-07'00' Design Criteria: — - Applicable Codes= MA Res. Code, 8th Edition, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category C - Ground Snow Load =40 psf - MPI: Roof DL= 19 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 18.8 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.31364 < 0.4g and Seismic Design Category (SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and-the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. - The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Jason W. Toman, P.E. Professional Engineer T:480-553-8115 x58115 email: jtoman@solarcity.com 3055 Clearv(ew Way San Mateo.CA 94402 r(650}638-1028 (888) SOL-CITY F(650)638-1029 solarctty.corn a C _a,, Wc, "IFI,0 . .Jsrue i. sae.: ., Ya ...ni.+en re nl.r,n Ve ' oa ar ...(h 1�1 I1JF,VA i1�Y1 �... r .. - v'�(111 v. u ,-Y.ti•yl rvei r ,CALCULATION OF DESIGN WIND,LOADS' MP1 Mounting Plane Information Roofing Material _ Comp Roof PV 5 stem T e +' ,r^ P, r t - tt .. __. .* F,,ti �F tt ., Y YP ;. �. _. tllu ,i,«IIw ��t3, tit�I,. ' , fvSolarGiry'SleekMount "' »Ρ t �iiIi... Spanning VentsNo _ .e..,.,. ._. - e' Standoff Attachment Hardware ', _, .I�-!� - .Comp Mount Type C� _ <aa m , r... t�� A.. Roof Slope 300 Rafter 5acin _-.,:,mak E I r ui3 ,t�.,,,m..�..ate._.._..._.„,., ..- 24 O.C:. 'a a >a�e �. �. ',if®.. ' •t Framin T e Direction Y-Y Rafters PurlinSpacin9.k.atS,Iuitl,tkEd,FrtF,LL,JtIg&` pX-XPurllnsOnly aJIIIIErEi” tlitiu ni�ea6m. u.au+..NAs.,;:�,,. .....P..,»h,fil.04— . _ .^,..�„ .. Tile Reveal Tile Roofs Only NA , P< Tile Attachment System - Tile Roofs Only,�"I sjl 'N, '.°°'k if1l NA '� i�"A -....n..a=, - awn Culi.. .d ,�”. ,}tbat W-0tt WSYn... .a. Standin Seam/Trap Spacing SM Seam Only NA Wind Design.Criteria +'w ='�ri�? bII•""��`ita tail„$ "EIV., gs�i,�.ylp,iiktt ' Wind Design Code _ ASCE 7-05 _ Wind Desi n Method ~' p....._ g , _ �d X51`. ,' _ Partially/Fully Enclosed Method Basic Wind Speed V �M 100 mph Fig. 6-1 Exposure CateggrY - iL �- . _Section 6,5.63 .. Roof Style Gable Roof Fig 6 11B/C/D-14A/B Mean Roof HeiTht�' 'I7Ef�'�"'`'r"I'I� 'I trll!�"I`�'II h mv, n�lMV> i'o•)h IA -.a�. t'I`[WIL' Pn 25 ftTT,•"`•�`I ml ',!Cit""�"EI, t 7 Section 6.2 Wind Pressure Calculation Coefficients v'16n"111yu*HB 'l h HIiORMP+:(' IMMINNAIRA t Bt` gi66st��e4Bc:ihMi"' �1m€ R� Wind Pressure Exposure K� 0.95 Table 6-3 .5 .m.. -..-,w„ �. .., ,... ,tet Topographic Factor __,j,____ Kn , ; _ - _ 1.00 Section 6.5.7r,,,� Wind Directionality Factor Kd _ _ 0.85 Table 6-4 Im ortance Factor-'m!'a =:, �•- �`", , w 1 1.0 � Table 6-1 � Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd) (V^2) (I) Equation 6-15 20.6 psf Wind Pressure a., WM! Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext'Pcessure'Coefficient Down '` A ti1iS,GC- ""-1majil NTIAXIMP 00 i,t,,,"=gym'-^:.i—•0.88u„o-";."N4 •'&RRid 9 „vstu , = Fig16-11B/C/D-14A/B Design Wind Pressure p P = qh (GC ) Equation 6-22 Wind Pressure Up U, v u`fidats' rat=Iro't -19.6 psf-z , • n'@nGIP aiut. Wind Pressure Down -tart ,fl4u""'' -,18.0 Psfrr.a '7 ' `I,n„ V ,a 'ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72 39' _ _ Max Allowable Cantilever,Ir,I r.'':,c lry ui,11 Landscape u t,,,. 'r 5„ „i is L ,t�'m, 'a„i 24.k�a,' i t... W �U,PIVI ".NA .�._ Standoff Configuration Landscape Staggered Max Standoff,Tributary Area,VE. ;� _. Trib "+ h > tr"` ", 19 sf't' 16,`)1 32i{Ildif Ji L. PV Assembly Dead Load _ W-PV 3.0 psf Net Wind Uplift at Standoff .F. ,*,� T-actual „ " ;„ „ 5^''I.^t' '.3491bs�"'.2w.�`,'.ve... Uplift Capacity of Standoff T_-allow 500 lbs Standoff Demand Ca as DCR �•I'�” 69.7% nitro X-Direction =taa Y-Direction Max Allowable Standoff Spacing Portrait 48' 64" m,. _ I „ sin m Max Allowable Cantilever '`a=te_, „�..,, ,,SNA '..,,.. ,,. Standoff Configuration Portrait Staggered Max StandoffRTributary Area,jWja ,._ VI.„;kTnb.,, ;,� - tILL—. _._: . .'T1, ”.-a .;.21 sf;.,,,, e�...a..�_,' ,�.,,•:._ ::. PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff . ..-T,akt661v� -. twW�• �� 6t�t�,, ;3881bs;f1 ,,,,,,_„_,„�,u :• Uplift Capacity of Standoff T-allow 500 lbs Standoff Dernand/Ca as i ill'T.•.. V,t"i e�I,,!)CR'.« ..-„9' �'� . 'v -w 1•!x'77.5%°111911”"R �..:...�I".W,aIRMI':;t"'', _. '�I .=II 1,€., Label Location: Label Location: Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE WARNINGfx •O WARNING ' Per Code: Per Code'. NEC ( 3ELECTRIC SHOCK HAZARD a ELECTRIC SHOCK HAZARD 690.31.G.3 "'� DO NOTrTOUCH TERMINALS, ?--' ' 1 THE DC CONDUCTORS OF THIS �� 690.35(F) •- Location: ,;TERMINALS ON BOTH LINE AND;( PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN PHOTOVOLTAIC DC ' LOAD SIDES MAY BE ENERGIZEQ UNGROUNDED ANDINVERTERIS "� IN THE OPEN POSITION MAY BE ENERGIZED � � '�DISCONNECT� Per Code: � ,. :. .•1 Label Location: •- • - • r'il'PHOTOVOLT4IC POINT OF •• MAXIMUM POWER- , -Fi{t INTERCONNECTION _ POINT CURRENT(Imp)-A Per _ WARNING ELECTRIC SHOCK •� ' MAXIMUM POWER- •• ( HAZARD. DO NOT,TOUCH 690.17.4; 690.54 POINT,VOLTAGE(Vmp)-VNEC 690.53 _TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM 'I�t 3�t� =�;a VOLTAGE(Voc)-V I MAY BE ENERGIZED IN THE OPEN t , t ,H.a sic POSITION. FOR SERVICE ���{a'.SCURRENT(Isc)_A - �f �DE ENERGIZE BOTH SOURCE '�t 'OPERATING CURRENT E' � MAXIMUM AC t itLabel L• • �3 OPERATING VOLTAGE V E' ifl WARN I N GI k a•I€IPer Code: NEC i€ rt rE ELECTRIC SHOCK HAZARD ! 1 ti�i IF A GROUND FAULT IS INDICATED I3 aJ� NORMALLY.GROUNDED 't'; ' ','I, r - • 34' r ii,a•, fi: iIUE .b 'UNGROUNDED AND ENERGIZED yi( 3 CAUTION t -O (�R>i& DUAL POWER SOURCEPer Code: ` . SECOND SOURCE IS 690.64.B.4 PHOTOVOLTAIC SYSTEM Label ' Per Code:ELECTRICAL SHOCK HAZARD { 'a '' DO NOT TOUCH TERMINALSNEC • 1 CAUTION 'Label•OLocation: TERMINALS ON BOTH LINE AND • - Per Code: NEC LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 1 IN THE OPEN POSITION CIRCUITS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label 'rf ' WARNINGI ' '• Per ••- INVERTER OUTPUT .•- • • lil��� CONNECTION 690.64.B.7 PHOTOVOLTAIC AC DO NOT RELOCATE (AC): AC Disconnect ••- I THIS OVERCURRENT DISCONNECT,,I� r INEC 690.14.C.2 ,' Dewce •): Combiner :. . . Panel DC Disconnect ConduitLabel Location: (IC): Interior Run om . •.•Inverter enter Code: Meter (M): Utility NEC 690.54 -• Point of - • - • N ...' . T 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. GONG 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. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL . STC STANDARD TESTING CONDITIONS - TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY _ V VOLT Vmp VOLTAGE AT MAX POWER Vac VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT l PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION A 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: Salem REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN . NUMBER: JB-0191660 00 MCAULIFFE, MATTHEW •MCAULIFFE RESIDENCE Taylor Gurney L'"Ohr�lr}," CONTAINED SHALL NOT BE USED FOR THE J 1 l.�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C ' 22 ARBELLA ST APT 1 2.295 KW PV ARRAY ►�� PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: SALEM MA 01970 # ORGANIZATION, EXCEPT IN CONNECTION NTH TMK OWNER: THE SALE AND USE OF THE RESPECTIVE (9) CANADIAN SOLAR # CS6P-255PX24 sl. Marlin Dnw, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ttVMI fV• PACE NAME: SHEET: REV. DATE ModborougN, MA D1752 PERMISSION OF SOLARCITY INC. INVERTER. - T: (65D)636-1D26 F: (650)636-1029 SOLAREDGE # SE3000A-US000SNR2 (978) 317-6992 COVER SHEET PV 1 11/14/2015 (888)—SOL—CITY(765-2489) w".salaraHY.aam PITCH: 30 ARRAY PITCH:30 MPl AZIMUTH: 205 ARRAY AZIMUTH: 205 MATERIAL: Comp Shingle STORY: 2 Stories Front Of House O \ D Ac - --" LEGEND (E) UTILITY METER & WARNING LABEL Inv ® m INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS MF © DC DISCONNECT & WARNING LABELS ® � STAMPEDSIGNED AC DISCONNECT & WARNING LABELS FOR STRUCTURAL ONLY DC JUNCTION/COMBINER BOX & LABELS A ' Q DISTRIBUTION PANEL & LABELS r A LG LOAD CENTER & WARNING LABELS � JASON WIL IAM u, TOMAN O DEDICATED PV SYSTEM METER o STRUCTURAL No. 51554 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR QST' Q ��1 - CONDUIT RUN ON INTERIOR fiSSP ENS by Jason Taman — GATE/FENCE Date: .11.14 12:43:01 -07'00' 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_J SITE PLAN Scale: 1/8" = 1' O 1' 8' 16' W JB-0191660 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER �\`Ta CONTAINED SHALL NOT BE USED FOR THE MCAULIFFE, MATTHEW MCAULIFFE RESIDENCE Taylor Gurney "�„SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNRNC SYSTEM: Wk NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 22 ARBELLA ST APT 1 2.295 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES SALEM, MA 01970 ORGANIZAROIN. EXCEPT IN CONNECTION NTH 24 St. Martin D,!.. Building 2,Unit 11 { THE SALE AND USE OF THE RESPECTIVE (9) CANADIAN SOLAR # CS6P-255PX PAGE NAME: SHEET: REV. DATE: Marlborough, MA 01752 SOLAfjTY EQUIPMENT, WITHOUT 1HE WRITTEN ININVERTER: - T: (650) 63B-1028 F: (650)638-1029 PERONOF SOLARCITY INC. SOLAREDGE SE3000A-USOOOSNR2 (978) 317-6992 SITE PLAN PV 2 11/14/2015 (BBB)—SOL-Cm(765-2489) www.sdarcitycam S1 (E) KNEE WALL 10" 10' 3 (E) LBW SIDE VIEW OF MP1 NTS STAMPED & SIGNED FOR STRUCTURAL ONLY MPl I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED �, R PORTRAIT 1 48" 18" - RAFTER 2X6 @ 24" OC ROOF AZI 205 PITCH 30 ARRAY AZI 205 PITCH 30 STORIES: 2 fly~ JAWIL JASON IAM - $ C.). 2x10 @24" OC comp shingle - T0 IL STRUCTURAL No.51554 PV MODULE + by Jason Toman 5/16" BOLT WITH LOCK F INSTALLATION ORDER Da 5.11.1412:43:09-0700' & 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 V (2) J INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT W TH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF S1 Scale: 1 1/2" = 1' CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB-01 q66O 00 PREMISE OWNER: DESCRIPDON: - DESIGN: CONTAINED SHALL NOT BE USED FOR THE I MCAULIFFE, MATTHEW MCAULIFFE RESIDENCE Taylor Gurney ' BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C - 22 ARBELLA ST APT 1 2.295 KW PV ARRAY '►�� PART TO OTHERS OUTSIDE THE RECIPIENT'S WITH MODULES SALEM, MA 01970 - THE SA AND EXCEPT IN CONNECTION WATH THE SALE AND USE EQUIPMENT, THE RESPECT6ff (9) CANADIAN SOLAR CS6P-255PX - - za St. Martm Dugh MA 01g 2 wlt n PSOLARCITYERMISIO FSOLAWITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV. DATE: 7: (650) 6"70—.1028 F:A(650)63R-1029 PERMISSION of soLARCTTY INC. SOLAREDGE SE3000A-US000SNR2 (978) 317-6992 STRUCTURAL VIEWS PV 3 11/14/2015 (888)—SOL-CITY(765-2489) ..swaraTY. - 3 =9 —. I solar e e Single Phase Inveders for North America sosolar _ SE3000A-US/SE3800A US/SE5000A-US/S16000A-US! SE760OA-US/SE10000A-US BE11900A-US SE3000A:U5 SE3800A US _SESOOOA US SE6000A UsI.5E]600A-US SE10000A-.US SE31900A-US OUTPUT ----------- 3000 __ SolarEdge Single Phase Inverters __ 9980 @ 208V Nominal ACP Output 3000 3800 5000 6000 7600 10000@240V 11400 VA Max.ACP O tput 3300 4150 5400 6 268V 6000 8350 10800 @ 20SV 12000 VA For North America ., , S4S0�240V .,-., 10950@24,0 . . . AC Out0 t V Rage Mm-N M + _ 183-108 229V _ SE3000A-USI SE380OA-US( SE5000A-US(SE6000A-US I AC OUIp{[V I[g Mn:N May n' 211-240 SE760OA-US( SE10000A-USISE1140OA-US 2611 4 Vac - AC Freq M yNom.Max 59360 605(with Hl cou fy setting5)-60 605) Hz + 24 @ 208V 48 @ 208V Max.Continuous Output f rent 125 16 25 32 4I I A C Tq1. 1. 21,@ 24OV 42 Qa 240V I 3 Utl rty Monito g nd gP t Ctioq_ountryf fig rabl Thresholds Yl A GFDI Th h Id +1 �{ !z e .. ... ... Yes .. t [ 41 • H { tINPUT : _ - _ _• M 'mu DCP (STC) 4050 _5100 i 6]50 Y8100 f 10250 13500 15350. W "I'"ff�"'wV"-4` peva to '« i m " 2 25 .. fo mer less U g detl Yes ! .^^w^ L 1 + Max Input Volt 6 500 Vdc v.J2ff3PTy Nom.DCInput V ho ge 325 @ 208V/350 @ 240V Vdc _. 16S @208s, ..... 33@208V __. ..... }1�{u �,0 la4uV, Max_Input C t 9 L,. 13 . 15:5[a 240V ,_18, 23,.. 1305@240V 39,5 Add MuNinpiurthShotCircuit C t .. _. ,45 .... .. Adc i t Y t ft v se P ty P t do ye tha ^Ni t G nd F Itl olaOon De[ecn 6001Gv Sensitivity - tl t i{ lir y, iF M xmu verte Effi.__ Y 97J 981 983 98.3 98 . . 9gas 98,.. % _ y (�'rp' v rt+ 97 5 @ 208V 9792 08V ` ry CEC Weighted Fff¢IenNW 98 9J.5 97 5 Nhmm r mnsumpnon r j l gI <zs ( 4 ( W - Ii ADDITIONAL FEATURES Supported Communitshio Interia s RS485 R5232 Ethernet,Zlga e(optional) + I y R v nu Grade Data,ANSI C121 r. Dora . ... jy lull wok t r{'Y* '{ ( Rapid Sh td San NEC 201469012 - F cCI nal ty enabled h SoldrEdq rapd Shut(down k[ lost. sit SI by IH+FR{ j' .t STANDARD COMPLIANCE ( SafeCy U 11741,UL16998,UL1998 CSA 22.2 ?(fi ,gI't1i 'Y .+r Grid.can"xi St dzrps .. IEEE1547 ... .. E -_c _ _ FCCpartlSclass8 tIFI ' Rg INSTALLATION SPECCATIONS ' _- �_ R.,''1 ; , AWG range,sow[h Safety Switch gge_L... ..3/4 3/4 mn/]2itr ngt/66AWG 3/430.Sx125x?OS/ g./ ... ! t strings 3/4 mn 146AWG 305x125x J.2/JJ5x315x184 / } y (HRWxp) JJS 15x260 in m t Weighten Safrry Switch 512/23.2 ?1 I F il n I T�+'^r'h${ntuUyYpelblX�eitTt{reGQaIncs^rettinde"f+cafiI�rChclOo_f'+ij t @',. ..... . ... _._._. ..5.4..J_1..24,7 4J N' 88 I'ba/gqkg4. . . . I• coo'ms Natural Convection and I F s1Y5 r replaceable) eP _ .bl I ce for 501a use 125 50 it nWxRR}% F/ caupro ec 0 13[0+190/ Y[o+60(-40 to 60 versions DCy(90 .. Potect Rtig ._. 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