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Building Permit # 3/15/2016
BUILDING PERMIT o&,AO os b��o TOWN OF NORTH ANDOVER -':. ._ q° o� APPLICATION FOR PLAN EXAMINATION _ e$ Permit No#: � Date Received 1}, ���SSacwus�R 5 Date Issued: 5 # IMPORTANT:Applicant must complete all items on this Page .. . \ TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building One family ❑Addition ❑Two or more family ❑Industrial ''dAlteration No.of units: 0 Commercial ❑Repair,replacement ❑Assessory Bldg ❑ Others: Demolition n Other ❑Septic q Welln Floodplain ❑Wetlands ❑ Watershed Distract �'n A RAA-VA O U1(aferl,Sewer � -v � � v DESCRIPTION OF WORE(TO BE PERFORMED: nstkt atgr lec+r;c, anelS on roof of echst, I'www�c. is ,M.ft+-ann ec eJ �Wrvt,S �lec+rrc.l Sysac 4j7 �cncts rtes ll.R&'S" Kw. Identification- PIease Type or Print Cleary OWNER: Name: �a � t�wn Phone: 91 -Y -oaa Address: C--�y Stree-+ Contractor Name , t g ft r Phone; Atldress yy v � V ��� U517111 i�Supervisors Consfructtan�License���V� ,� v�Ex `��Datve��A��\�V���\�\\�yy �1 �Hame ImpLuemen�License � �� Exp Date�v� � \\ � ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:SULDINO PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125,00 PER S.Pt Total Project Cost:$ 30.00 0 FEE:$ '_ Check No.: '' C' Receipt No NOTE: persons contraeting--a h reregistered contractors do not have ace to th guaranfjl fund� Signature of AgenttOw Signature of contra• r DocuSign Envelope ID:53757135-308F-4945-987C-F3B8BASCB5AF u Solarlease Customer Name and Address installation Locatior: Date James Downing 21 Easy Street 3/2/2016 21 Easy Street North Andover,MA 01845 North Andover,MA 01845 A11! �. AV _ Initial h reT hit DS �ai her J •We provide a money back energy performance guarantee. J� •We guarantee that If you sell your Home,the buyer will qualify to assume your Agreement. -___._ ... _.mival here •We warrant all of our roofing work. us •We restore your roof at the end of the Agreement. a� •We warrant,insure and repair the System ._..._ ..__.. ...._.. ...__.. ..._.. .initial her •We fix or pay for any damage we may cause to your property. <We provide 24/7 web-enabled monitoring at no additional cost. •The rate you pay us will never increase by more than 2.90%per year. •The pricing in this Agreement is valid for 30 days after 3/1/2016. Your Choices at the End of the Initial Your Prepayment Choices During Amount due at contract signing Term: the Term: $0 <SolarCity will remove the System at no •If you move,you may prepay the Est.amount due at installation additional cost to you. remaining payments(if any)at a $0 •You can upgrade to a new System with discount. the latest solar technology under a new Est.amount due at building inspection contract. $0 •You may renew your Agreement for up to Est.first year production ten(10)years in two(2)five(5)year 9,435 kWh increments. •Otherwise,the Agreement will automatically renew for an additional one (1)year term at 10%less than the then- current average rate charges by your local utility. "•..;t _ 'jwosst Valay,Sts n f.:/.9440 i 88.7 "t,.: 1 .la, i-.t___., ,. »_ +iii_ 1618814 SolarLease Agreement,ve;sion 7.1.3,February15,2016 SAInC/SEFAC—tifiect Contractor License MA HIC 168572JEL-1136MR �y Document generated on 3/1/20'16 Copyright 2008-2015 SolarCRy Corporation,All Rights Reserved ❑j ,� DocuSign Envelope ID:53757135-30BF-4945-987C-F3B8BA8CB5AF 22. PRIVACY/PUBLICITY I have read this Lease and the Exhibits in their entirety and I You grant SolarCity the right to publicly use,display,share, acknowledge that i have received a complete copy of this and advertise the photographic images,Project details, Lease. price and any other non-personally identifying information of your Project.SolarCity shall not knowingly release any personally identifiable information about you or any data Customer's Name:James Downing associating you with the Project location.You may opt-out a„ g-d by: of these publicity rights by giving us written notice and I)gX" ydwtln.i� nA mailing it to:SolarCity Corporation,Attention:Publicity Opt Signature D562A5ED8 414.. Out,3055 Clearview Way,San Mateo,CA 94402, Date: 3!2/2016 23, NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Customer's Name: YOU SIGN THIS LEASE.SEE EXHIBIT i.THE ATTACHED NOTICE OF CANCELLATION FORM,FOR AN EXPLANATION Signature: OF THIS RIGHT. Date: 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 AND 23,YOU MAY ALSO SolarLease Agreement CANCEL THIS LEASE AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. SolarCity 25. Pricing The pricing in this Lease is valid for 30 days after 3/1/2016. approved If you don't sign this Lease and return it to us on or prior to ^ 30 days after 3/1/2016,SolarCity reserves the right to '.. reject this Lease unless you agree to our then current Signature: pricing. Lyndon Rive,CEO Date: 3/1)2016 ❑• yy SolarLease Agreement,slon 7 3,Febr-,y I5,2016 wy 1618814 ❑ Version#54.7-TBD PIS SolarCity March 4,2016 RE: CERTIFICATION LETTER Project/Job#0183541 Project Address: Downing Residence 21 Easy Street North Andover,MA 01845 AHJ North Andover SC Office Wilmington 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=50 psf - MPI:Roof DL=10.5 psf,Roof LLJSL=35 psf(Non-PV Areas),Roof LL/SL=23.5 psf(PV Areas) -MP2:Roof DL=10.5 psf,Roof LL/SL=35 psf(Non-PV Areas),Roof LL/SL=23.5 psf(PV Areas) -MP3:Roof DL=10.5 psf,Roof LL/SL=35 psf(Non-PV Areas),Roof LL/SL=23.5 psf(PV Areas) -MP4:Roof DL=10.5 psf,Roof LLJSL=35 psf(Non-PV Areas),Roof LL/SL=23.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.33365<0.4g and Seismic Design Category(SDC)=C<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. 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 referenced codes for loading. t The PV assembly hardware specifications are contained in the plans docs submitted for approval. f ARIUKI U Sr UGTURAL Ur Sincerely, Digitally signed by Humphrey NO,51933 Humphrey Kariuki,P.E. Karluki SFGISTE�'` Professional Engineer SlONAL T:443.451.3515 Date:2016.03.09 16:37:49-05'00' email: hkariuki@solarcity.com 3056 Giear,4z.r!°tay San M.t�..GA9140,2 T(650j 638-1028 f882-)SOL-CITY r(650)638-1029 sclamlty,coin Version#54.7-TBD SolarCityPIL HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 64" 24" 39" NA Staggered 62.5% MP264" 24" 39" NA Staggered MP3 64" 24" 39" NA Staggered 62.5% MP4 64" 24" 39" NA Staggered 62.5°l0 Portrait Hardware-Portrait Modules'Standoff Specrtcations Hardware7:41" pacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPS 17" 65" NA Staggered 77.9!MP2 8" 17" 65" NA Staggered 77.9°l0MP3 8" 17"_ 65" NA Staggered77.9°l0 MP4 48" 17" 65" NA Staggered 77.9% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPI Stick Frame @ 16 in.O.C. 30° Member Impact Check OK MP2 Stick Frame @ 16 in.O.C. 301 Member Impact Check OK MP3 Stick Frame @ 16 in.O.C. 30° Member Impact Check OK MP4 Stick Frame @ 16 in.O.C. 301 Member Im act Check OK Refer to the submitted drawings for details of information collected during a site survey.All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the BC and the IEBC. 3655 Clean,ie'-:v+Nay San M.teo.GA Sd CO2 r(C50!638-1028 (888)SOL-01Y F u350)6U l029 soiarcil).eem STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP Member Properties Summary MP1 Horizontal Member Spans Rafter Proparties; Overhan 0.99 ft Actual W 1.50" Roof System Properties 2.5 an 1 13.55 it ':Actual D : 7,25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp:Roof -S an 3 A 10.88:in.2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood SheathinYes JSpan 5 I 47.63:in.A4 Board Sheathing None Total Rake Span 16.79 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.75 it :Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.25 it Wood Grade #2 Rafter Slope 30° "PV 2 Start F '875 psi Rafter Spacing 16"O.C. PV 2 End F, 135 psi Top Lat Bracing Full 'PV 3 Start'' E 1400000 psi -. Bot Lat Bracing At Supports PV 3 End Em;" 510000 psi Member Loading mary -Roof Pitch: 7/12 ':Initial Pitch Adjust I Nan-PV Areas PV Areas Roof Dead Load DL 10.5 psi x 1.15 12.1 psf 12.1 psf PV Dead Load PV-DL 3.0 psi x 1.15 3.5rpsi Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow.Load LL.SL"2 :50.0 psf x 0.7 1 x 0.47 35,0 psf - 23.5.psf Total Load(Governing LC TL, '47.1 psf - 39.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(CQ)(Q(I,)pg; CQ=0.9,C,=1.1,Iz 1.0 Member Desi'n Summa er ND5 Govemin Load.Co.b CD li. =.CL + CL CFGr D t S 1.15 1.00 0.39 1.2 ` C1r, Member Analysis Results Summary Govemin An sis Pre-PV Demand Post-PYDemand 'Net2m act Result Gravi Loadin Check 1305 psi i 1 1092 psi 1 0.84 Pass CALCULATION OF DESIGN WIND LOADS-MPi Mountina Plane Information Roofing Material Comp Roof PV System Type SolarCity SleakMount7" Spanning Vents No Standoff Attachment Hardware =Comp Mount Type C Roof Slope 30o Rafter Spacing - 16"O.C. Framing T Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA" Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only -NA Standing Searn/Trap Spacing SM Seam Only NA Wind Desicin Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method. Basic Wind Speed V 100 mph Fig.6-1 Exposure Category C Section'.6.5.6.3'- Roof Style Gable Roof Fig.6-11B(CID-14A/B Mean Roof'Height In 25 it Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 6-3 Topographic.Factor K4 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 1 1.0: Table 6-1.:. Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V12)(I) Equation 6-15 20.6 sf Wind Pressure Ext.Pressure Coefficient U G -0.95 Fig.6-11BIC(D-14A(B Ext.Pressure Coefficient Down G mw 0.88` ' Fig.6-11BIC)D-14Aja Design Wind Pressure p p=qn(GC) Equation 6-22 Wind Pressure Up Pui.) -19.6 psf Wind Pressure Down 18.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow, 500 lbs Standoff Deman Ca a ci DOR 62.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable'Cantilever Portrait 17". NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 390 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 77.9%. STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 0.99 ft Actual W 1.50" Roof SVstem Properties -:5 an 1 13.67 It Actual D s 7:25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Gump Roof -Span 3 A 10.88`.in.^2 Re-Roof No Span 4 S. 13.14 in^3 Plywood Sheathin Yes: ::'S an 5 I 47.63 In^4 Board Sheathing None Total Rake Span 16.93 It TL Defl'n Limit 120 Vaulted Ceiling No:: SPV 1 Start 2.50:ft <Wood Species SPF Ceiling Finish 1(2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2 Rafter Slope 301 `PV 2 Start` Fb ""875 psi Rafter S w7n 16"O.C. PV 2 End F„ 135 psi LaBracin To t Fulf i PV 3 Start`'< E 1400000 psi Bot Let Bracing At Supports PV 3 End Em;„ 510000 psi Member Loadingmary Roof Pitch' 7/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psf PV Dead Load PV-DL =3.0 Psf x 1115 3.5'psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow+Load LL/SL"' .:;50.0 psf x 0.7 (x 0.47 35.0 psf 23.5.psf Total Load((Governing LC TL '47.1 pail 39.1 psi Notes: 1. ps=Cs'pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CQ)(C[)(Is)Pg; Ce=0.9,Q=1.1,Is lA Member Design Summa" erNDS Governin Load Comb °'CD; -"CL(+) + CL - CF 'Cr D+S 1.15 1.00 "0.39 1.2 115 Member Analysis Results Summary Governin Anai sis Pre-PV Demand - Post-PV Demand NetIm act!: Result Gravi Loadin Check 1329 psi 1 1129 psi 0.85 Pass CALCULATION OF DESIGN WIND LOADS-MP2 Mountin >Piane information Roofing Material Comp Roof PV System Type Solaraty SleekMount- Spanning Vents No Standoff Attachment:Hardware -:Comp Mount Type C Roof Slope 30' Rafter Spacing - 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA': Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs'bnly NA I=Sm am/Trap Spacing 1 SM Seam OnI NA Wind Desi n Criteria Wind Design Code ASCE 7-05 Wind Design.Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig.6-1 Exposure Category : C S. Section 6.5.6.3 Roof Style Gable Roof Fig.6 1181C/D 14A(B Mean Roof Height h 25 it Section 6.2 -. Wind Pressure Calculation Coefficients Wind Pressure Exposure Kr 0.95 Table 6-3 Topographic Factor K. '1.00 Section 6.5.7 " Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 1, 1.0.: Table 6-1 Velocity Pressure q„ qh=0.00256(Kz)(Kzt)(Kd)(V12)(I) Equation 6-15 20.6 psf Wind Pressure Ext.Pressure Coefficient U GC -0.95 Pig.6-11BICID-14A/B Ext.Pressure Coefficient(Down) G 0.88 Fig,6 118/CID-14A/B '.. Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure Up,. P.') -19.6 psf Wind Pressure Down 18.0 psf. ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landsca Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow 500lbs Standoff Demand/Capacity DCR 62.5% X-Direction I Y-Direction Max Allowable Standoff Spacing Portrait 1 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 s PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -390 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 77.9%- STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Proparties Overhang 0.99 it Actual W 1.50" Roof System Proernes 5 an 1 13:98 ft ;Actual D 7.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing.Material Comp Roof >:Span 3 A 10.88'in.^2 Re-Roof No Span 4 S. 13.14 in.^3 Plywood SheathinYes Span 5 I 47.63:in.^4 Board Sheathing None Total Rake Span 17.29 it TL Defl'n Limit 120 Vaulted Ceiling No PV i Start 0.75 it Wood S ecies !A1400000sl Ceilin Finish 1/2"Gypsum Board PV i End 12.25 ft Wood Grade Rafter Slope 30°' `PV 2 Start Fb Rafter Spacing 16"O.C. PV 2 End Fv To Let Bracing full PV 3 Start E Bot Lat Bracing At Supports PV 3 End Em;n Member Loading marry Roof Pitch 7112 Initial Pitch Adjust Non-PV Areas. PV Areas Roof Dead Load DL 10.5 psi x 1.15 12.1 psi 12.1 psi PV Dead Load PV-DL 3.0 psi x 1.15 3.5psi Roof Live Load RLL 20.0 psf x 0.8s 17.0 psi Live/Snow Load LL/SL 1,2 -50.0 psi x 0.7 1>x 0.47 35.0 psf : 23.5:psf Total Load(Governing LC TL I "47.1 psf 34.1psi Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. of=0.7(CQ)(q)(Is)pg; CQ=0.9,C.r=1.1,Is 1.0 Member Design Summa' er NDS Govemin Load Comb CD GL + CL -. CF Cr D+S 1.15'. 1.00 :'0.38 1 1.2 1 1.15 - Member Analysis Results Summa Governin Anal`sis Pre-PV Demand Post-PY Demand Net Impact Result Gravi Loadin Check 1390 psi 1167 psi 1 0.84 Pass CALCULATION OF DESIGN WIND LOADS-MP3 Mounting:Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount- Spanning Vents No Standoff Attachment Hardware Comp Mount Ty e C Roof Slope 301 Rafter Spacing - 16"O.C. Framing Type Direction Y-Y Rafters Puriln Spacing X-X Purlins Only NA' Tile Reveal Tile Roofs Only NA Tile Attachment System Tile RoofsOnly NA' Standin Seam ra 5 acin SM Seam Oni NA Wind Desi n Criteria Wind Design Code ASCE 7-05 Wind Design Method Partialiy(Fuliy Endosed Method Basic Wind Speed V 100 mph Fig.6-1 Exposure Category C`: Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14AIB Mean Roof Height h: 25 ft Section 6.2 Wind Pressure Calculation Coefficients'r' Wind Pressure Exposure Ki 0.95 Table 6-3 Topographic Factor Kn'" 1.00 Section 6.5.7 Wind Directionality Factor K� 0.85 Table 6-4 Importance Factor I 1.0;. Table 6-1 Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(VA2)(I) Equation 6-15 20.6 psf Wind Pressure Ext.Pressure Coefficient U G -0.95 1 Fig.6-11B/CD-14A/B Ext.Pressure lCoefficient i'Down G -n 0.88` Fig.6-118/CJD-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure Up -19.6:psf Wind Pressure Down 18.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable.Cantilever Landscape 24' NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 62.51 X-Direction Y-Direction: Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17".: NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22:sf: PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 390 lbs Uplift Capacity of Standoff T-allow 500 itis Standoff Demand/Capacity DCR .77.9% STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP4 Member Properties Summary MP4 Horizontal MemberSpans Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Roof System Properties .:San 1 13.67 it :Actual D 7,25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes RoofingiMaterial Comp Roof San 3 A 10,88 1n.A2 Re-Roof No Span 4 S, 13.14 in.A3 Plywood SheathinYes': Span s I 47.63::ln.A4 Board Sheathing None Total Rake Span 16.93 it TL Defl'n Limit 120 Vaulted Ceiling No ?PV 1 start 1.17#t Wood Species :SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.83 ft Wood Grade #2 Rafter Slope 301 PV25tart Fb 875'.si Rafter Spacing 16" p O.C. PV 2 End Fv 135 si Top Lot Bracing Full': PV 3 Start" E 1400000 psi But Lat Bracing At Supports PV 3 End Emb, 510000 psi Member Loading mary `Roof Pitch: 7/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psi PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psi Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SL'Z S0.0 psf x 0.7 .I x 0.47 35.0 psf 23.5:psf Total Load'.'(Governing LC TL 47.1 psf 39.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(Q(Q(I,)py; Ce=0.9,4=1.1,1,=1.0 Member Desi 'n Summa' er NDS Govemi Load'IComb CD= CL + CL CF �11 S1.15 1.00 0.39 1.2 Member Anal"sis Results Summary � Gro-,minqAnal sis Pre-PV Demand Post-PVDemand NetIm act" Result Gav' Loading Check 1 1329 psi i 1 1150 psi 1 0.87 Pass CALCULATION OF DESIGN WIND LOADS-MP4 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity 51eekMountlm Spanning Vents No Standoff Attachment HardwareComp Mount Type C Roof Slope 30° Rafter Spacing 16"O.C. Framing T Direction Y-Y Rafters Purim Spacing X X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System'+ Tile.Roofs Only NA Standin Seam ra Spacing SM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design.Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig.6-1 Exposure Category C Section:6.5.6.3:: Roof Style Gable Roof Fig.6-IIB/CID-14A/B Mean Roof Height In 25#t Section 6.2 '. Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor - Kd 0.85 Table 6-4 Importance Factor is 1.0 .Table 6-1 '.. qh=0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-IS Velocity Pressure qn 20.6 sf q Wind Pressure Ext.Pressure Coefficient U GC u -0.9S Fig.6-11B)C(D-14AtB Ext.Pressure Coefficient.Down G ,_) 0.88 Fig,6-118/CJD-14A/p Desi n Wind Pressure p p=qn(GC) Equation 6-22 Wind Pressure U -19.6 psF..... Wind—r sure Down 18.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24 NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -312 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/CapacityDCR 62.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65' Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual - -390 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff DemandlCapadty DCR 77.9% 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 HOG 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(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 POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PVI COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PIAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PVTHELI CALCULATIONS GENERAL NOTES 6 REo GAM GEN X168572 I. 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: North Andover REV BY DATE COMMENTS REVA NAME DATE COFIMENTS UTILITY: National Grid USA (Massachusetts Electric) oss JB-0183541 0 0 PREMISE OWR: DESCRIPTION: DESIGN: CONTAINEDFIDENTIL-THE T BE USED HEREIN JDe NUMHft: ��.„So�arCity CONTAINED 91-11 NOT RE MATT FOR THEJAMES DOWNING James Downing RESIDENCE Kyle Wild BENEFIT Of ANYONE EXCEPT SOLARCITY INC., MOUNONG SYSTEU: ,i NOR SHALL IT BE DISCLOSED IN MOLE OR IN Com Mount Type C 21 EASY STREET 11.985 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES NORTH ANDOVER, MA 01845 ORGANIZATION,EXCEPT IN CONNECTION'NTH 24 St Martin Cin,Bdding 2,Unit it THE SALE AND USE OF THE RESPECTIVE (47) TRINA SOLAR #TSM-255PDO5.18 PAGE NPA1E: 5}RET: RET'' DATE Maribaough,MA 01]52 SOLARp1Y EOUIPMENT,NT1HIXlT iNE MRmEN w��. P.(650)538-1028 F:(650)638-1029 PERMISSION of saaRan Rlc' SOLAREDGE SE1000OA—USOOOSNR2 COVER SHEET f 3 9 2016 (666)-SOL-CITY(765-2489) —d—ityaae PITCH:30 ARRAY PITCH:30 MP1 AZIMUTH:328 ARRAY AZIMUTH:328 MATERIAL:Comp Shingle STORY:2 Stories PITCH:30 ARRAY PITCH:30 MP2 AZIMUTH:238 ARRAY AZIMUTH:238 F fa f House MATERIAL:Comp Shingle STORY:2 Stories r� PITCH:30 ARRAY PITCH:30 MP3 AZIMUTH:148 ARRAY AZIMUTH:148 MATERIAL:Comp Shingle STORY:2 Stories PITCH:30 ARRAY PITCH:30 _ MP4 AZIMUTH:58 ARRAY AZIMUTH:58 MATERIAL:Comp Shingle STORY:2 Stories \F� _ - --- I d LEGEND B 1, \ Td T D ® ® F(�]) (E)UTILITY METER & WARNING LABEL MP3 -- INVERTER W/INTEGRATED DC DISCO 3 &WARNING LABELS N © DC DISCONNECT&WARNING LABELS I AC DISCONNECT&WARNING LABELS . DC JUNCTION/COMBINER BOX &LABELS °2 i K. dimi i AC � RIUKI ��-��I Q `I ° DISTRIBUTION PANEL& LABELS L��y `� U S7 UCTURAENo.01933 Lc LOAD CENTER &WARNING LABELS �FCNST+ra�� SSS/ONAL C M nV DEDICATED PV SYSTEM METER O O AC STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR aR Gn AL CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED Digitally signed by Humphrey Kariuki INTERIOR EQUIPMENT IS DASHED `-J Date:2016.03.09 16:38:08 SITE PLAN k ro -05'00' Scale:1/8"=P O 1' 8' 16' F CONFIDENTIAL—THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DE VON: DESIGN: JB-0183541 00 JAMES DOWNING James Downing RESIDENCE Kyle Wild %i` ®'af��ty CONRdNED SHALL NOT BE USED FOR THE =���.•. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNUNC SYSTEM. 'Wj,,: F, ILfi O EUuKI O Sr UCTI)AL NO,51933 S1v y GiT S1 4 4 C V13'-8" (E) LBW (E)4LBW CA SIDE VIEW 01 MP1 NTS D SIDE VIEW OF MP4 NTS MPI IX-SPACINGIX-CAN-ULEVER Y-SPACING Y-CANTILEVER1 NOTES MP4 I X-SPACING X-CANTILEVER Y-SP -CA TILEVER NOTES LANDSCAPE 64" 24" STAGGERED — LANDSCAPEJ 64 STAGGERED PORTRAIT 48" 1 17" 1 1 PORTRAIT 48 RAFTER 2x8 @ 16"OC ROOF AZI32 RAFTER 2x8 @ 16OC ROOF AZI 58 PITCH 30 1 8 PITCH 30 "STORIES'2 ARRAY AZI 58 PITCH 30 STORIES:2 ARRAY AZ 328 PITCH 30 CCJ. 2x8 @16"OC COMO Shingle J. 2x8 @16"OC Comp Shingle PV MODULE 5/16-BOLT WITH INSTALLATION ORDER FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. POLYURETHANE SEALANT. ZEP COMP MOUNT C N [(2 SEAL PILOT HOLE WITH S ZEP FLASHING C (3} INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. IV' 14 (E) ROOF DECKING rl (2) > INSTALL LAG BOLT WITH (E) _BW S G WASHER. SIDE VIEW NTS 5/16" CIA STAINLESS (5) SEALING AOS STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH C WITH SEALING WASHER BOLT A,WASHERS. (2-1/2' EMBED, MIN) M PX-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE(E) RAFTER -3 64" I STANDOFF PORTRAIT 1 48" 17" ROOF AZI 148PITCH III STORIES:2 24" STAGGERED Scale:1 1/2" 1' RAFTER 2x8 @ 16"OC ARRAY 1 148 PITCH 30 4 CJ. 2x8 @16"OC Comp Shingle CONFIDEN THE INFORMAIION HEREIN -NUN- JB-0183541 00 PREMISE 0"'N. DESORPTION: DCSGN, Kyle Wild CONTAINED SHALL NOT BE USE)FOR THE JAMES DOWNING James Downing RESIDENCE BENEFIT OF ANYONE EXCEPT SCLARCITY INC., MXXRETND SYSTDI -,,SolarCity. NOR SHALL IT BE DISCLOSED IN WOUE OR IN Comp Mount Type C 21 EASY STREET 11.985 KW PV ARRAY IN PART TO OTHERS OUTSIDE THE R Es ORGANIZATION,EXCEPT IN CONNEEG'ROPINEINTH MODULES, NORTH ANDOVER, MA 01845 24 St.Mtk Drina,�1&g 2,Ujt 11 THE SATAND USE OF THE RESPECTIVE (47) TRINA SOLAR #TSM-255PDO5.18 PAGE NAME SHEET REV. DATE M.,lb—gh,MA 01752 SOLARCITY EIU;;��7� ,,11., 1!.(650)638-1028 F.(650)&M-1029 PERMISSION INC INMT, ERW OF SOLAREDGE#SEI0000A–USOOOSNR2 STRUCTURAL VIEWS PV 3 3/9/2016 (888)-SOL-CITY(765-2489) ,dty (E)KS1 3—8' LBW SIDE VIEW OF MP2 NTS 11�0 - MP2 I X-SPACING I X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPEJ 64" 1 24" STAGGERED PORTRAIT 1 48" 1 17" RAFTER 2x8 @ 16"OC ROOF AZT 238 ITCH 30 ARRAY AZT 23 PITCH 30 STORIES'2 C.I. 2x8 @16"OC Comp Shingle < OF "uK1 o ST UCTURAL � NO.SA933 G 1p('`R'SiONAL 4, A CON DENTIAL-THE INFORMATION HEREIN JOB NUMBER JB-0183541 00 PREMISE OWNER' DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JAMES DOWNING James Downing RESIDENCE Kyle Wild 4N,% BENERT OF ANYONE EXCEPT SOLARCITY INC., MOUXTM SYSTEM; .jy � NOR ALL IT BE DISCLOSED IN WHOLE OR IN 21 EASY STREET 11.985 KW PV ARRAY 0j SolarCitv PART OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C OR NORTH ANDOVER, MA 01845 GANIZATION,EXCEPT IN CONNECIION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE 2 St.Vfwfi�W,s,ButdLiq 2,LIM 11 SOLARCITY I ""THE WRITTEN (47) TRINA SOLAR #TSM-255PDO5.18 PACE NAW- SHE7, REV: DATE: P`(6SO)M.db-0'M 01752 T"TCITInc. CN,-1028 F:(650)638-1029 PIR.ISSION OF SOLAR I INC INVERTER: I SOLAREDGE#SEl0000A-US000SNR2 STRUCTURAL VIEWS PV 4 3/9/2016 (11)-,�(765-2489) —W—ity— UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. ((��0(� PRE1 45E OBNER: DESOMPTION: DM: CONTAIN Al—THE T BE USED HEREIN JOD NUAIBEA: JB-0183541 ll U KN RT O SHA NE EXCEPT TSCI FOR CITY INC.. JAMES DOWNING James Downing RESIDENCE Kyle w11d .„So�arCjty NOR OF ANYONE EXC£PT IN YMOLE INOUNiRlG SY57E3i: �'.,.� NOR STOALL O IT BE DISCLOSED E ECI IE T IN Com Mount T e C 21 EASY STREET 11.985 KW PV ARRAY Paan To oTNERs ans�E NE RECIPIENTS T NDW E8 ' NORTH ANDOVER, MA 01845 ORGANIZATION.EXCEPT IN CONNECTION MTH 24 SL NmNn Drive,BuANng 2,Unit it THE sa<E AND USE OF THE RESPEcnvE (47) TRINA SOLAR #TSM-255PD05.18 r(SIY EOIAPMENT,MTHOUT THE WRITTEN PAGE NAME: SHEET: REv: DATE: Mora—iO28h,NA 50) PERMISSION OF SIXARgTY INC. W4OLA L sOL_638-1028 F.(650)638-7024 SOLAREDGE SEt0000A—US000SNR2 UPLIFT CALCULATIONS PV 5 3f9f2016 (aea)-sa-aTr(765-248e) —d—ary— GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND(N)#8 GEC TO TWO(N)GROUND Panel Number:G4040MB1200 Inv 1: DC Ungrounded �INVV -(1)SOLAREDGE WSEt0000A-USOOOSNRp LABEL: A -(47)TRINA SOLAR N TSM-255PDO5.18 GEN#168572 ROD AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:60073279 Tie-In: Supply Side Connection Inverter, tO W,24OV,97.5%;w United Disco andZB,RGM,AFCI PV Module; 5W,232.2W PTC,40MM.Block Frame,H4,ZEP,1000V ELEC 1136 MR Underground Service Entrance Voc:38.1 Vpmax: 30.5 Iso AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER - E 200A MAIN SERVICE PANEL �E 20OA/2P MAIN CIRCUIT BREAKER SolarCity CUTLER-HAMMER Inverter 1 T Disconnect CUTLER-HAMMER 200A/2P Disconnect LAREDGE A ac, lfm - - B 60A SEt0000A-USOOOSNR2 oG MP1:1X18 C 11 ------------ Eac 0 __ ____ - Z--B-=- --------- - -- A 1, a oc- 1 N ec. l -nc-- MP3,MP4:1x12 () 4 E Lonos ND _ _-__ D _-_______-___-___________ _EGG �, MP2,MP3:1x17 N GG OG 6Nn EGC_-_ _-_-__ -_ EGC 1 _ N 1 {1)Conduit Kit;3/4"EMT 1 z EGCGEC-l _ 1 I 1 I 1 1 TO 120/240V i - SINGLE PHASE UTILITY SERMCE l 1 l 1 l 1 l l I l l l PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc*= MAX VOC AT MIN TEMP OTT (2)G'ayqd RoQ R (I)CUTLER-HAMMER 0 DG222NRB A (I)SdarCityy gg 4 SIRING.UNCTION BOX 1 5/8 8, �+ Disconnect;60A,24OVoc,Fusible,NEMA 3R AC 2x2 SIRMGS,UNFUSED,GROUNDED DC -(2}ILSCO PC+0-/6 -(i)CUTLER-ItiIAtAAd �DGIOONB 1� Insulalbn Piercirry Connecta:Main 4/0-4,Tap 6-14 Graund/Neutrol Kit;60-100A,Geaxal Duty(DG) P V (47)SOLA REDCE�3W-2NA4AZS SUPPLY SIDE CONNECTION.DISCONNECTING MEANS SHALL BE SUITABLE -(7)CUTLER-HAMMER d DS16FK PawerBox Nmixa,300W,H4,DC to DC,ZEP S Class R Fuse Kit (1}AWG/6,Said Bare Coppe AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. I -(2)FERRAZ SHAWMUT p TR60R PV BACKFEED OCP nd Fuse;60A,25OV,Class RK5 -(1)Ground Rod;5/8'x 8',Copper i (. �(I)CUTLER-HAMMER g DG222URB (N)ARRAY GROUND PER 690.47(D),NOTE: PER EXCEPTION NO.2,ADDITIONAL - 1 Discor-H1;60A,24OVac,Non-Fusible,NEMA 3R -(I)cr>W a/NAMME 11;64 i�A,General Duty(DG} ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF(E)ELECTRODE -- --__ (� -- Neutral -. - --_.--. _- -__-_- ._._ ..__ (2)XMG -__ -_-_- --.- -- Fr��(i (I)AW�6,THWN 2 BI ck -- ---(/)AWG/6,1HWN-2,Black ---_- (1 AWG ITL THWN-2,Black V c* =500 VCC I c=30 ACC 2}AWG�/0 PV W1re,600V,Back Voc' 500 VDC Isc=15 ADC OI.E(1)AWC 16 THWN 2 Rd - ®ISF(i)AWG p6,7HWN-2,Red ®lot-(L)AWG 18,THWN-2,Red Vmp =350 VDC Imp=20.85 ADC O�(l)AWG A6,Solid Bare Copper EGC Vmp 350 VDC Imp-12,94 ADC I (1)AWC 06,7HWN 2.White NEUTRAL Vmp -240 VAC Imp 42 AAC L (I)AWG/10.THWN-2,White NEUTRAL Vmp -240 VAC Imp-42 AAC (I)AWG/10,7HHNjIHWN-2,Creep EGC .-l(l)AWG 16,Solid Bare Copper DEC _ (1)Capduit Kit;_3[4'EMT ___ __ _ __-(1)AtYG/8,,THWN-2,trees EGCjC{C,-(I)CMqu't Kit;.3/4"EMT__ -_ _ [E��(t)AWG/10,THYM-2,Black Va* =500 VDC Isc=15 ADC T(:(2)AWG#10 PV Wire,60OV,Diad, Voc' =5W VDC Isc=15 ADC O IOF(1)AWG P,THWN-2,Red Vmp =350 VDC Ino-12.94 ADC (J 1101-{7)AWG}6,SdM Bare Copper EGC Vmp =350 VDC Imp=8.63 ADC ti}AWG jiQ THHN/THWN-2,.Green-ECC - -...... \�.L.�.. .. .- - (2)AWG#10,PV Wire,60OV,Diad, Voc* =500 VDC I.=15 ADC O IoF(1)AWG 16,Solid Bare Copper EGC Vmp -350 VOL Imp=12.22 ADC JB-0183541 00 PREIRSE OWNER. DEsCRIPI N: DESIGN: JOB CONFIDENTIAL-THE INFORMATION HEREIN NUMTETi: \ht+ CONTAINED TOF ANYONE EXCEPT RCITYI JAMES DOWNING James Downing RESIDENCE Kye wild rt`C�'ar�'ty BENEFIT OF IT DI EXCEPT IN M40LE INC., MOUNTING SYSTEM: s'�..T 1. NOR SHALL IT 8E OUTSIDE T IN WHOLE T'IN Comp Mount Type C 21 EASY STREET 11.985 KW PV ARRAY PART TO OTHERS CVTSIDE THE CONNECTION MT MODULES, NORTH ANDOVER, MA 01845 THE SALE AND EXCEPT INE RES EC11 WiM 24 SL Marlin Drive,Building Z Unit It THE SALE AND USE OF THE RE�ECN4E (47) IRNA SOLAR /(TSM-255PD05.18 PACE NAME: SHEET: REV DAIS McHbomugh,MA 01752 SCLARCITY EQU PMENT,WITHOUT THE WRITTEN N4ERIER: T:.-638-1028'F:(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE1000OA-USOOOSNR2 THREE LINE DIAGRAM PV 6 3/9/2016 (888}-93L-CITY(765-2489) wxw.mlardtycam CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: Address:21 Easy Street AC DISCONNECT UTILITY J SERVICE ,� LI -+ INVERTER AND L_ DC DISCONNECT AC DISCONNECT SOLAR PHOTOVOLTAIC ARRAYS) l__________________________J PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE= 240V JB-0183541-00 CONFIDENTIAL—THE INFORMATION HEREIN -NUN : PREMSE OWNER. DEswuo1L DESIGN: JB-0183541 as = SOIa�City. CONTAINED SHALL NET BE USED FOR THE JAMES DOWNING James Downing RESIDENCE Kee wlid NOR SH OF ANYONE EXCEPT IN MOLE INCL 4WNIRTG SYSTEM: PAR SHALL IT BE DISCLOSED IN MOLE OR W Com Mount i e C 21 EASY STREET 11.985 KW PV ARRAY PART TO OTHERS OUTSOE THE RECIPIENYS : ORG 1ATIOUN,EXCEPT IN IONNECTmN 1WTH TroaxEs NORTH ANDOVER, MA 01845 z4 sE Mwt»onre,BuTd�9 z Unit n THE SALE AND USE OF THE RESPECTIVE (47) TRINA SOLAR #TSM-255PDO5.18 PAGE NAVE: SHEET: REN: DATE MmUn Dd ,MA 01752 SOARCITY EQUIPMENT,WITHOUT THE WRITTEN N'ARTER: T:(650)638-1026 F:(650)6,18-1029 PERMISSION Of SOAROTY INC. SOLAREDGE SE10000A-USOOOSNR2 SITE PLAN PLACARD PV 7 3/9/2016 {666>-S'CITY(765-2469) r Wnrciy— ' Label Location: Label Location: Label Location: (C)(CB) (AC)(POI) ® (DC)(INV) Per Code: Per Code: Per Code: NEC 690,31.G.3 r� s N B NEC 690.17.E ® s a s ®e ,s ' NEC 690.35(F) Label Location: e� a e a ® TO BE USED WHEN ( A (DC)(INV) g B $ s ° a' s _ INVERTER IS gc. ® UNGROUNDED Per Code: NEC 690.14.C.2 Label Location: Label Location: ° °°a ® ® (POI) (DC)(INV) Per Code: ® Per Code: ® NEC 690.17.4;NEC 690.54 ' r t �=B a a a s NEC 690.53 Da a a a®B ° a ®_ a®` s Label Location: A (DC)(INV) Per Code: s ° NEC 690.5(C) ®• a ® ° f Label Location: (POI) ! ® a B a Per Code: ® ° ® NEC 690.64.8.4 • ® a a is Label Location: ®, (DC)(CB) a ® Per Code: Label Location: ®® ® ® s NEC 690.17(4) s (D)(POI) o a a Per Code: NEC 690.64.6.4 B a Label Location: ® ® (POI) Per Code: Label Location: ® a s a NEC 690.64.B.7 (AC)(POI) ®s ® s (AC):AG Disconnect Per Code: s® (C):Conduit NEC 690.14.G.2 (CB):Combiner Box (D):Distribution Panel (DC):DC Disconnect (IC):Interior Run Conduit = Label Location: (INV):Inverter With Integrated DC Disconnect (AC)(POI) (LC):Load Center a Per Code: (M):Utility Meter ®, ® NEC 690.54 (POI):Point of Interconnection CONFlOENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR .rr®a 30>S Clea— { THE BENEFIT OF ANYONE EXCEPT SOLAROTY INC.,NOR SHALL IT BE DISCLOSED = = sa,M—,ca-02 ®�lir� T:6 .-28 F:550 53&1029 E EPTWHOLEI OR N PART TO TITERS OUTSIDE THE OF THE RPECTI ORGANIZATION, Label Set ® t t I EXCEPT IN CONNECTION NTH THE SAIF AND USE OF THE RESPECTIVE ®® ie33}5a_rai,t)bsa439).vww.mlzrciM.cwn SOARCYTY ey"PMEN T,WITHOUT THE WRITTEN PERMISSION OF SOARCITY INC. SolarCity Zep SDIaL Next-Level PV Mounting Technology ^$OlafClty ZepSDlar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs -_ Leveling Foot OrnuM Zeyr I t rt 4t y_ ...e- Levrv.,g root i Pad No.850.1172 - - ETLlis.1.111467 f rte i „ UPC PmpsftAe Pv MPdutc 1 I 1 1 � � \1 Z pororne �_=r Pont Att¢chmmt n...,y sue t .:: � �` Com Mount P Part N'8500382 Listedk UL2582 Mounfing Block Listed to UL 2703 i MVgTj@ �y Description m PV mounting solution for composition shingle roofs now= Works with all Zap Compatible Modules Auto bonding ILL listed hardware creates structural and electrical bond Zap System has a UL 1703 Class"A"Fire Rating when tastalled using modules from any manufacturer certified as`Type 1°or"Type 2" Interlock ` Ground Zep V2 DC Wire Clip (lL LISTED Specifications Part No.850.1388 Part No.850-1511 Pan No.850.1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1555 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 Wind tunnel report to ASCE 7 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 WD Zep System bonding products are UL hated to UL 2703 Engineered for spans up to 72 and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip,End Caps Part Nos.850-0113,850-1421, I $50.1460,850-1-067 zepsolarwm zepsolarcom Listed to UL 1565 his document does not create any express warranMy by Zep Selar or about i5 protluds or sernces.Lep Sdar's sale warzan[y is cenlained in Ne wdltan prpductvrzrranty iw This documentdxs nd creole any express wartanty by ZeR Sdar or about its protluclswservices.Zep Stlar's sde warranty is wnlzlnatl!n the wnlfen product warranty roc each product TlreeM-user tlocumenlation shipped with Zep Sdar's Grotluds constitutes the sde specifica4ens reterredto in Ue pro>tucY wananfy The customer is sokty eaU producC Tire enduserdxumertalion shipRetl vltF.Zep 6olar's INoducts enretihM1es Lie sde sFeu(wions raterted to in Ne pmtluct warzaniy.Thecustomer is solely responsible tar varifyin4lhe suitability of ZepSdar's prpQuc(s tpr each use.Speci!alions ora subject to change vnlhaul notice.Patents antlfipps:zspats.com. responsibta for ved(yng the swtabtlity of ZepSOlar's Rroducts rw each use.Spen(calions are subject to change without notice.Patents and Apps:zspa's cam. Document#900--andid— Date last exported:November 13.20152:23 Pht OocumeMgBne-taro Del RevA Datelastexpurled,November 13,20152:23 PM i ' solar g solar@ SolarEdge Power Optimizer Module Add-On for North America P300 1 P350 f P400 SolarEdge Power Optimizer Module Add-On For North America "P vied V d es)V ieg" P300 1 P350 J P400 ® INou d w IF � i, very ztegary _ __ OUTPUT DURING OPERATION(POWER OPTIMi2ER CONNECTED TO OPERATING INVERTER) I r TED FROM INVERTER OR!NVERTER OFF)OUTPUT DURING STANDBY iPOWER OPTIMIZER OISCONN ••` . Sam P Vi<agePe _ _ Udc � Pomrzer } _ STANOARO tOM111ANCE cs2lo9 1 — i INSTAIIATION SPEL I<AT O 5 :. 7 IIII I 7 _ r i e 3 j . �� .� ice, xe,msanae ae ast ao iss _.j i_)'s r _�. _.: P55JNCMna PV SYSTEM DESI AN USING A SOtAREDGE TH THE PHASE THREE PHASE SINGLE PHASE '' INVERTER 208V PV power optimization at the modede-ieveF +,n •P ,m rem R Io IS up to 25%more energy naerai. _ t5 xs so raxl S2Z0 6JiN t2Tso =SuPer,aretiic,encY(495`X}:. '. � w Para g°e0h r n, g °r ur nta:ians Ye �, MHgatei all tppez of mddule arch losses,.(romm n f ctunng i once to pamal shad n& —Flxxlblesynem des gnt r m pa eunlaaDon �i F stall F h BI 6 1 =Next gen on ma me ancxwtM1module-level monitor�g ^ModV!e-Ievelsroltagezhn[do tri,utaller and firefighterzatety' ANNE[:::] S I F'', Mrinamount.ocil-lul-i rS4' -PDO-Ja Mono Multi Solutions .h.NS ORS .-W F-l", All, u:`li:mn: Peak Power—n—I ift) 245 250 211 260 941 mrva30.5 -1 -7 -7 8.5o moun�l 11,2 i o Sheri Circuit Current-I:c{A) 8.15 S.J9 b.88 9.00 U 11 (%1 15,0 53 ISd 15.1 m 0 111,21-C I E,� 113 60 CELL 283 MULTICRYSTIALLINE MODULE (A) d.59 b65 674 6.8C 1 WITH TRINAMOUNT FRAME A A op—ci—it v0(V)�(V) s-C'r.�tii--1(A)1,<(A) T.OZ Ai. 7A7 127 ll---a' l.—Il 1-11-11.2.-1, 11—1 245-26OW POWER OUTPUT RANGE 1- 0 hluif crysioil ne 1—ll� a s! f, nd simple,toonstd]hl roughdrop in rnounting salutlorl dWe di—n,i.., —-992-40—(6-5-3905-1,57 j) -iol 21 3k9(47,0lb,j MAXIMUM'EFFICIENCY Backsheet White 9M GOoC tor OppliC(Ifln. O , block -- -- -hit block Ad AlliAlloy h .m—1 G,.— iP 65 or IP 6l rated 0-+370 ll.t.. 12.mm 14J2nchez( POWER OUTPUT GUARANTEE ey.,- I, Fire Rating iype2 Highiv reIli bl_r dustringent quallilly OPeouenal iemPeraiure d0+85`C 44-C(i—) ,-, � in � � temperature Coefficient of P•..i 0.41%(°C Voltage ippOV OC{Ul! e I f i fl, ..c wi',hsfand chalfc-'clinq GE'vi,on.--,lI,,ni(,l 4, i)s PI"'Z kmprsF'p Warranty 25 L ' ,W.,,—y LINEAR PERFORMANCE WARRANTY RV S---li 11-1� ll 1a 11 W ® r'® Single Phase Inverters for worth America sola^ ® SE3000A-US?SE380OA-US1 SE5000A-USISE6000A-USsol ) a SE7600A USISE10000A-US?SE11400A-US SE3000A-U8 18E3800A-USj SEs000R-US',SEO000A-US SE>fi00A-U5 8E10000A US�SElt4 OA US',.. OUTPUT _ SolarEdge Single Phase Inverters 6n =Daaa� Nom IACP O put 30PJ 380D 5000 u@2401 20aV 11400 VA Max ACP G p t IS. '159 5400@203V 60A1 8350 IU800@208V 12000 VA For North America 54so�2 ov 199.9@24SV, Al 1.11110 M-n Nom Yiax 183-2.111 Vac SE3000A-US/SE380OA-US/SE5000A-US J SE6000A-US 1 ACOItpu.Vnite3eMm,NOm ax SE760OA-US l SE100DOA-US J SE1140OA-US Hl AC 240 z sv AC Fre�uenry M:n:Nom M. 593 60-605(w th country-'.c Sl 6a-60 5) Hi.. ... -_. -- 2@20eV 48 @2]aV .; " IAax C nnnuous Oatpui uererc 125 16 ?5 32 4>5 A 21 240V 42@240b _ _ -. , d -.a c" �•DITh h Id I__ - 1 A Unllyb+ g gP von,C yConhgu,abl TI esheids Yes _ves— INPUT t M x CC I$TC) 4050 5100 6150 8100- 10250 13500 15350 W 12^f_ U g aanaed IS Max p b 1 g SOS Vtic_ N-PC Irp.tV l g 32510 20RV(350@240V Vtic 2,4"V33 P2..\ 111 MxIP C 95 1 18- ]3 345 Ad, ` „\ x _ �2 t55 4UV 305 240V p 5hC Ct 41 Ad, Mg 6 o d 1-It1-It 1 I b D t U - A.A,S ni p_vry - ,� �. Maxmumh or�ficenry i_ 973 982 9&3 933 98 98 98 _ X - 9r-s @ 2051 97 @ 2051 CECWe hied fffiaenry 1 9JS 9R 9JS 915 913 % _._ L_24ov ADDITIONAL FEATURES DDITIONALFEATURES RS485,RS232 EUIhPe,n1 2 ge Re-.,GdDa ANSI C12 1 Rd5nutdaoun onall _ ` NECNEC201469012 j _F a ty enao d 1hII 5.1-de, pd h d wrk called _ \ STANDARD COMPLIANCE M S4'ty ! ULSJAS UL165-al Connemor t dards i IEEE3542 INSTALLATION SPECIFICATIONS Co tp t d /PWC g 3 2166 AWG 3,11 83AWG OCA p d„r If dII191 3, mun'fl ,rings 1166 AWG 371 ,n 2 'rgs7 ?VJG g 146AWN Dim ns(ysrrcch _._ 30551.5 IDSf n/ (HxW D) 3D5x 125x]2j775 x315 x1$0 775 315 x360 mm Vs§ugh-lFSafxty 5"h _ 5tf 13.2 54>J24.> R84/501 fb Jkg. V ''Q N-4 _ Cooling Natural Convection and-n nal Fans Luse..pi...o,d MI lure rhe'bint cbbice fol'Scllat� ge enabled systems X50 _ IRA.... Integrated arc fault protection(Type i for NEC 2011646.11 compliance - Into In ape,aI, r m eaI P (VP ) R .. �. 13 m,taof 2sm+sa{4ot 60lame 9 ='F/'C ”' ftarg a Superior efficiency(@8%) Protemon aanng �._ _ _ NEMA3R Small,IightWoight and easy to install on provided bracket vo, w —Built-in module level monitoring —Internet connection through Ethernet or Wireless `O an a outdocrand indoor'installation Fixed voltage inverter,DC/AC conversion only =Pre-assembled Safety Swdch for faster installation optional—revenue grade data,ANSI C12.1 __A CERMA'-2Y TALY-fRANCE WAN-CHINA-AUSTRAULA THE!'u TUEFLANUS-ISRAEL WVJ+N.SOlaredge.US The Cotninottivealth ofMossachusetts Department oflndustrtalAecWtuts Ufce ol"I vestigations 1 Congress Street,Suite 100 Boston,MA 021141417 WHI'mmass.govldia Workers'Compensation Insurance Affidavit:Builders(CuntractorslEloctt3ciuns!Plumbers Applicant Information Please Print Legibly Name(Busincsst)rganizaiionlndividuaq; SOIarCity Corp. Address: 3055 Clearview Way CitylStaW i : San Mateo CA.94402 pbone 0:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.Elam a employer with 15.000 4.❑1 our a general contractor and I employees(full andiore} aart-lim .* have hired the sub-contractors b. New construction 2. 1 am a sole proprietor at partner- listed on the attached sheel 7.Q Remodeling ship and have no employees These sotl•oontmctors have _ R. Q Demolition working for me in any capacity, employees and have workers' [Noworkers'comp.insurance comp,insurance., 9.©Building addition required.] 5.Q We are a corporation and its 10.0 Electrical repairs or addidans 3.[]I am a homeowner doing all work officers have exercised their I f,(]Plumbing repairs or additions trtyaelL(No workcrs'com . ,ight-,meraptionpetitGL p 12.0 Roof repairs insurance required.)t e.152,§1(4),and we have no emptoyeeg.tNoworkers' 13Z Other Solar/PV camp.insurance required.} *Any applicant fist checks box N(am also all ant the seeifon below showing their svorkcn'campensadan policy information. t Hnmeowness who submitthis afrsdavil indicating they are doingall work raiment hire tloide eanaactorsamst submit a new anidavh indicatingsuch. sconbammsInst checkilli.box mustattached anadditimelsheet showing Isle whether or not trate -hies have employees.Sithe snb•coatraatxs have employees,they mast provide their workers'comp annoy number. f am an employer that isprovhfing workers'compensation Insurance far my employees.Below is thepoory awri job site information. Insurance Company xeme;Zurich American Insurance Company T Policy#or Sei(_ins.Lic.#:WC0182015-00 Expiration Date:91112//016 Job Site Address: ] as Strom.}-Strcity/State/Zip: f�r�6y—WAi 2ity s Attach a copy of the workers'compen atioa policy declaration page(showing the policy namber and expiratlan 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 S1,500.00 and for one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00a day against the violator. Be advised that copy of this structural may be forwarded to the Office of Investigations of the DFA for insurance coverage verification. Xdoherebycertify ur thepows andpencriies ofpejury that lite information provided above is true and correct Signator -- . . . . Date: 33 13W(P Phone ii, t?f9riatase onty,Do net sprite in this area,to he completed by city or town official. City or Tow.: Porollt/Liee.se# Issuing Authority(circle one): 1.Board utltealth 2.Building Department 3•City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#; fttz � CERTIFICATE OF LIABILITY INSURANCE "031; ,5°ttYYY 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 poticy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES PHONE -...-... ....SFA% 345 CALIFORNIA STREET,SUITE 1300 SA14,Bo_Ea11� CALIFORNIA LICENSE N0.0437153 EMAIL -- SAN FRANCISCO,CA 04104 AD_DRESS:, ARB;Shannon Scott 415-743.8334 _,, _....INSORERtS)AFF,ORDINt3COVERAGE_ 9198301STND-GAWUE-15.36 INSURER A:Zurich Ame MImuI nce Crepalry -16535 INSURED UNSURE.a•NIA NfA _... SohalCity Corpor L. - 3055CIearviewWay INSURER C.NVA NIA San Mateo,CA 94402 INSURER 0:Airmcan Zurich Insurance Company A0142 INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002713838.08 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 COND17ION 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. IN9RT__ _._........ -_...-. .. =-- AOOl9URR' ._._-...-.. _..-_...... .... ...r'FOLtDY EFF�POLICYExP- LTR TYPE OF INSURANCE PO C NUMBER i I Y LIMITS A X coMMERc1A1 GENERAL uasllam i IGL001820i61SXf (0910112015 '04.71ZOUI I EACH OCCURRENCE S 3A0D,00D -� DAMAGE TO nEN'fE6 .. .___... _ CLAIMSfiAAOR X]OCCUR ,PREMISES(E _urte{trey 's 30DD,000 X+$IR$250,000 MEO ExP{A y petsen} 5 5,W0 _.-i, _.. _.. PERSONAL&ADV INJURY S 3,1000,000 GEMLAGGREGATELIMITAPPLIES PER GENERALAGGR£GATf $ 6,{l40,DO0 X POLICY t jE,: LOC - I PRODUCTS-COMPIOP AGG $ 6,GQD,000 I :OTHER . $ -COMBINED SINGLE LIMIT A ;AUTOM081LE LIABILITY 'BAP0182017-QO :04!01!2015 '.04I01f2016 :lt:a aR,aenry_, $ 5,000,000 X ANY AUTO BODILY INJURY(Pet peraonj $ X AUTO EO x IAUTO5UHBODILY INJURY IPer acc-e $ 1 NON�OWNF D PROPERTY DAMAGE HIREDAU145 rX AUTOS COMPICOLL DEC t$ S5.000 UMBRELLA LIAO OCCUR T EACH OCCURRENCE _�S E%CESS L10.9 J :CLAIMS MARE AGGREGATE is DED 'RETENTION S D I.OR KERSCOMPENRATION WC0182014-OD(AOS) :0910112015 -097011216 X PER DTH- ; IANOEMPLOYERS'LIABILITYYIN - I,_STATUTE, ER A ANY PROPRIETQRRARTNERIEXECUTIVE 'WCN1820ry6-Im(MA) .091012015 09701'2D16 rE.L_EACH ACCIDENT �$ 1,000,000 -OFF(CERIMEfhORR EXCLUDED, iManaaanry to NNl IWC DEDUCTIBLE:$500,000 E L DISEASE-EA EMPLOYER,S 1004,000 It ea RIPTIOe under -_DISEASE,_.. -- ' DESCRIPTION OF OPERATIONS below EL DISEASE-ROLIGYLIMITI$ DESCRIPT10NOFOPERATIONS I LOCATIONS;VEHICLES(ACORD iBt,Additional Remarks Schedule,may he aHaeketlN more space is requirstl) Evidence Of insurance. CERTIFICATE HOLDER CANCELLATION SDIINCity Coryc`Ui. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Cl.,A-Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mat.,CA 811,102 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIV E of Marsh Risk&Insurance Services Charles Mafmole)O -, (01888-2014 ACORD CORPORATION.All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and Business regulation 10 Park Plaza- Suite 5170 Boston,Massachusetts 02116 Doyne Improvement Contractor registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 DAN FONZI 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH,MA 01752 Update Address and return card.Mark reason for change. [_]Address ;]Renewal C]Employment r_)Lost Card 'Office of Consumer Affairs&Rusiness Regulatiaa License or registration valid for individul use only 'HOME IMPROVEMENT CONTRACTOR before the expiration date.Iffound return to: Office of Consumer Affairs and Business Regulation Registration: 16$572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Cord Boston,MA 02116 SOLAR CITY CORPORATION ''77 DAN FONZI 3055 CLEARVIEW WAY — SAN MA?EO,CA 94402 Undersecretary Not valid without signature iT CS-101607 ] DANIEL ID FON2[- 1s KELLEY RD WIIIVMGTON MA 01887 J 09I1312016