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Building Permit # 3/31/2016
BUILDING PERMIT oE... T.. TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION v m� ( Qqp,x xd.. t Permit Nod= � �����'' ' Date Received � AarEo eP"R5 ACHUS Date Issued: ? " HORTANT:Applicant must complete all items on this pab MAP � PARCELS ZONING DISTRICT � Wstonc Distnct'� yes ����•� . :� � :' -. . ._. :Machine Shop Uillage� yes, "io TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building ixone family ElAddition Two or more family ❑Industrial Alteration No.of units: ❑Commercial ❑Repair,replacement ❑Assessory Bldg OZOthers: ❑Demolition ❑Other I SU,a-� U Septic, ❑Well ❑Floodplain ❑Wetlands a ❑ WateA h stnct �rWateriSewer„ DESCRIPTION OF WORK TO BE PERFORMED: Inst \\ so1a� ekf-C -ric_. panel,', on to r00f- 6fi e�ciStY�g Inome 10 be inter CO\0rl2c-�-Cd WIC`-) T"e, h0MCS t?t-CCMr C Sttm 4l r-vri 5 — IC) V-VJ I tification-Please Type or Print Clearly OWNER: Name: IC.yJO IL Ch«Ar\ Phone: ' -1(04' 7U�jZ Address: I S Ptff.r C)n ?--OCLA Contractor Name it1 t PX4 12l Phone: qrf 2! Email ��Cf�t��t Jtf�Gt f�=�St31�'Clt-t A e c�r'v't � Address 1 t 4 E 5 3,� t7 7 Supervisor s Construct on License 1 �C��'�" Exp�Date_��� ��� Home Improvement License:", . : =`t Exp.` Date = ,; ARCHITECTlENGINEER et 0,Y-6 0 6• oL ve r0- Phone: 8flt9-1(.oS- 24&q X 5-73-2 Address: 'jUSS Ct rV•('Zvv Reg.No. 5Z1 Co O FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 P THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost:$'0, C)C)C FEE:$ N'2 • 00 Check No.: 119 2-' '0 Receipt No.: t l NOTE: Persons contract# vtt/i am egistered contractors do not have access t ae gnat• my fused Signature of Agenf/Ow` Signature of contractor DocuSign Envelope ID:C231DB95-B81E-4F5F-BCB6-A64AABD89237 SollarCity I PPA Customer Name and Address Installation Location Date Kwok Chan 15 Peterson Rd 3/28/2016 15 Peterson Road North Andover,MA 01845 North Andover,MA 01845 Here aro the key ter mg of,•o Prower Purchase.AB e rne-tt $0 13.70C zOwa- Oyrs system installation eesst Electric:ry€ate£R-kW, Agreement T g rat Initial hers 11�G Initial herIM The Solarr! PrOM* e as We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. ....... _...__ental here We warrant all of our roofing work. as •We restore your roof at the end of the Agreement. •We warrant,insure,maintain and repair the System. .___ -_ _._ _ __. _.mBfal here •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 3/21/2016. our oarft Power Purchase reef ent Details -- Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: •At certain times,as specified in $0 •SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. $0 •You can upgrade to a new System with •These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection contract. not beyond that term. $0 .You may purchase the System from Est.first year production SolarCity for its fair market value as 10,088 kWh specified in the Agreement. •You may renew this Agreement for up to ten(10)years in two(2)five(S)year increments. 30=55 Clearview,Way,Saint Mateo,CA 94402 888,765,2489 selarcity,com 180243 Power Purchase Agreement,version 9.1.1,February 1S,2016 SAFc/SEFA Cnmpllant Contractors License MA HIC 168S72/EL-1136MR Document generated on 3/21/2016 7X-91 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID:C231DB95-B81E-4F5F-BCB6-A64AABD89237 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1 THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Kwok Chan EXPLANATION OF THIS RIGHT. o«�s�arsa ny 24. ADDITIONAL RIGHTS TO CANCEL. Signature: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 3/28/2016 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 3/21/2016. Customer's Name: If you don't sign this PPA and return it to us on or prior to 30 days after 3/21/2016,SolarCity reserves the right to Signature: reject this FPA unless you agree to our then current pricing. Date: Power Purchase Agreement SolarCity approved Signature: Lyndon Rive,CEO Date: 3/21/2016 Pester Purchase Agreement,—s—i 9.1.1„Febri—,15,20016 1680243 ❑ Version#54.9-'IBD Sol - -. PIL 7 March 15,2016 `/c2 A9kLAgDO E. G a �".Y DEVERA RE: CERTIFICATION LETTER .4 $i 4itll^iUOAL v' ,u f.'. No.52160 Project/Job#0183546 Project Address: Chan Residence :,� FGISTER��S��``� 15 Peterson Road �`y$"ONA4�N6 North Andover,MA 01845 Digitally signed by Abe De Vera AH] North Andover Date:2016.03.1513:56:39-07'00" SC Office Wilmington Design Criteria: -Applicable Codes=MA Res.Code,8th Edition,ASCE 7-10,and 2012 NDS -Risk Category=II -Wind Speed=100 mph,Exposure Category C Ground Snow Load=50 psf MPI:Roof OL=11 psf,Roof LL/SL=35 psf(Non-PV Areas),Roof LL/SL=20.5 psf(PV Areas) -MP2:Roof DL=11 psf,Roof LL/SL=35 psf(Non-PV Areas),Roof LL/SL=20.5 psf(PV Areas) -MP3:Roof DL=14 psf,Roof LL/SL=35 psf(Non-PV Areas),Roof LL/SL=20.5 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. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Sincerely, Abe De Ve-a,P.E. Pcofessc`Ral Enoineer Maim 888.765.22499,x57526 email: adeveia@solarcity.com Version#54.9-TBD SolarCwtty. PIL 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 j 35.67 MP2 64" 24" 39" NA Staggered 35.6% MP3 64" 24" 39" NA Staggered 35.61 Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DGR MPi 48" 20" 65" NA Staggered 44.41 MP2 48" 20" 65" NA Staggered 44.41 MP3 48" 20" 65" NA Staggered 44.41% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPI Stick Frame @ 16 in.O.C. 351 Member Impact Check OK MP2 Stick Frame @ 16 in.O.C. 35° Member Impact Check OK MP3 Finished Attic @161.O.C. 35° Member Im act Check OK Refer[o 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 lead carrying members were evaluated in accordance with the IBC and the IEBC. STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK-MPI Member Properties Summary MPI Horizontal.Member.spans - Rafter Proparties Overhang 1.24 ft Actual W 1 1.50" RoofSystem Properties San 1 15.84 ft Actual D 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A1 an 4 S3.88 1n.^2 Re-Roof No S „ 21.39 in.A3 PI ood Sheathing Yes span s I 98.93 in.A4 Board Sheathing None Total Rake Span 20.85 ft TL Defrn Limit 120 Vaulted Ceiling No PV 1 Start 1.58 ft Wood S ecies SPF Ceiling Finish 112"Gypsum Board PV 1 End 14.92 ft Wood Grade #2 Rafter Slope 351 PV 2 Start Fb 875 si Rafter Spacing 16"O.C. PV 2 End I F„ 135 psi Top tat Bracing Full PV 3 Start E 1400000 psi But Let Bracing At Supports PV 3 End E ; 510000 psi Member Loading mary Roof Pitch 9112 1 Initial I Pach Ad'ust I Non-PV-Areas I PV Areas-- Roof Dead Load DL 11.0 psf x 1.22 13.4 psf 13.4 psf PV Dead Load PV-DL 3A sf x 1.22 - 3.7 psf Roof Live Load RLL 20.0 psf x 0.7815.5 psf Live/Snow Load 50.0 psf I x 0.7 1 x 0.41 35.0 psf 20.5 psf Total Load(Governing LC TL 45,4 psf 37.6 psi Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2]2. of=0.7(CQ}(Ct)(I,)pg; CQ=0.9,Ct=1.1,J,1.0 Member Design Summary{ er NDS Govemin 'Load Comb CD CL'+ CL =. I CF Cr D+S 1.15 1.00 0.27 1.1 1.15 Member Analysis Results Summa 1��3.,�O.V,._11.1.ding Analysis Pre-PV Demand Post-PV Demand Net Im act Result Check 1125psi 870 psi 0.77 Pass CALCULATION OF DESIGN WILD LOADS-MPI Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount- Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 35° Rafter Spacing 16"O.C. Framing Type/Direction Y-Y Rafters Puriin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System TileRoofs Only - NA StandingSeam ra S acin SM Seam On NA Wind Design Criteria Wind Design CodeASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig.26.5-1A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 it Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.95 Table 30.3-1 Topographic Factor Kn 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure % qh=0.00256(Kz)(Kzt)(Kd)(VA2) Equation 30.3-1 20.6 psf Wind Pressure Ext.Pressure Coefficient U G u -0.95 Rg.30.4-2A/B/c-5A/B Ext.Pressure Coefficient Down G uo_j 0.88 fig.30.4-2nJ1Vc-SAia Design Wind Pressure p=qh(GC) Equation 30.4-1 Wind Pressure U -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 -178 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 35.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" 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 -222 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 44A% STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.24 ft Actual W 1.50" Roof System Propeeties San 1 15.89 it Actual 1) 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88.in.12 Re-Roof No Span 4 S. 21.39 in.^3 Plywood Sheathin Yes San 5 I 98.93 in.^4 Board Sheathing None Total Rake Span 20.91 ft TL Deft'n Limit 120 Vaulted CeBing No PV 1 Start 2.00 ft Wood S ecies SPF Ceiling Finish 1/2"Gypsum Board PV i End 15.33 ft Wood Grade #2 Rafter Slope 350 PV 2 Start Fa 875 psi Rafter Spacing 16'O.C. PV 2 End F„ 135 psi Top tat Bracing Full PV 3 Start E 1400000 si But Lat Bracing At Supports PV 3 End E,„I„ 510000 psi "Member Loading Summary `Roof Pitch 9/1 InP PitchAd'ust Non-PYAreas PV Areas Roof Dead Load OL 11.0 psf x 1.22 13.4 pg 13.4 psf PV Dead Load PV-DL 3,0 psf x 1.22- 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LLISL"' 50.0 psf x 0.7 1 x 0.41 35.0 psf 20,5 psf Total Load(Governing LC TL 46.4 psf 37.8 psi Notes: 1. ps=Cs*p$Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. of=0.7(CQ)(Q(Is)p,; CQ=0.9,C,=1.1,I,=1.0 Member Design Summa per NDS Governin .Load Comb CD CL + CL CF Cr D+S 1.15 1.00 1 0.27 1.1 1.15 Member Analysis Results Summary Governin Anal is Pre-PV Demand Post-PV Demand Net Im acti Result Gravi LoadingCheck 1133 psi 874 psi 1 0.77 Pass CALCULATION OF DESIGN WINO LOADS-MP2 Mountinq Mane Information Roofing Material - Comp Roof PV System Type SolarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 350 Rafter Spacing 16"O.C. Framing Type J Direction Y-Y Rafters Purim Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile=Only NA Standin m Seara Spacing SM Seam On NA Wind Design Criteria ` Wind Design Code iASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig.26.5-1A Exposure Category C Section 26.7 Roof Style Gable Roof Fg.30.4-2AjBjC-SAj6 Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients - Wind Pressure Exposure K� 0.95 Table 30.3-1 Topographic Factor K. 1.00 Section 26.8 Wind Directionality Factor K, 0.85 Section 26.6-1 Im of tance Factor I NA Velocity Pressure qh qh=0.00256(Kz)(PK (Kd)(V-2) Equation 30.3-1 20.6 sf Wind Pressure Ext.Pressure Coefficient U G -0.95 Fig,30.4-2A/BJC-5A16 Ext.Pressure Coefficient Down GC Dawn - 0.88 Fig,30A-2AJBjC-5A(8 Design Wind Pressure p p=qh(Gg)_ Equation 30.4-1 Wind Pressure U -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 Confi uration 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 -178 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacily DGR 35.6010 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Confi uration 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 -222 lbs Uplift Capacity of Standoff Tallow 500 lbs Standoff Demand/Capacity DCR 44.4% STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP3 MemberProperties Summary MP3 Herizamal Member Spans Rafter Properties Overhang 1.24 it Actual W L50" Roof System Properties San 1 15.08 it Actual D. 9.25" Number ofSpans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88.in.12 Re-Roof No Span 4 Sx 21.39 in.-3 PI ood Sheathing Yes San 5 I 98.93 in.^4 Board Sheathing None 1 Total Rake Span 19.92 ft TL Defrn Limit 120 Vaulted Ceiling Yes PV 1 Start 4.50 it Wood Species SPF Ceiling Finish 112"Gypsum Board PV 1 End 15.08 it Wood Grade #2 Rafter Slope 350 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F� 135 psi To Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End E„,;,, 510000 psi Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.22 17.1 psf 17.1 psf PVDead`Load PV-DL 3.0 psf x 1.22 3.7 psf Roof Live Load RLL 20,0 psf x 0.78 15.5 psf Live/Snow Load LL/SO,2 50.0 psf x 0.7 1.x 0,41. 35.0 psf 20.5 psf Total Lead(Governing LC TL 52.1 psf 41.3 ppsf Notes: L ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2]2. pf=0.7(Q(Q(IJ pg; C,=0.9,Q=1.1,Is 1.0 Member Design Summary(per NQS Governin load Comb CD; 'CL:# CL( CE Cr D+S 1.15 1.00 1.00 1.1 1.15 Member Analysis Results Summary Gavemin Analysis Pre-PV Demand :Post-PV Demand Net Im act Rasu►t ,.",t, avi Loading Check 1096 psi 880 psi 1 0.80 Pass CALCULATION OF DESIGN WIND LOADS-MP3 Mountie Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount`"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 351 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Pullin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA IStanding SeamUrap Spacing SM Seam Only NA Wind:Design Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig.26.5-1A Exposure Category C Section 26.7 Roof Style Gable Roof Flg.30.4-2A(BfC-5NB Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 30.3-1 Topographic Factor K. 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qn qh=0.00256(Ka)(Krt}(Kd)(V-2) Equation 30.3-1 20.6 sf Wind Pressure Ext.Pressure Coefficient U GC u -0.95 Fig.30.4-5/alc-sa(a Ext.Pressure Coefficient Down GC,o0w0 0:88Fig.a0.4-2gtstC-seta '.. Desi n Wind Pressure p p=qh(GCr) E nation 30.4-1 Wind Pressure Up 6 psf Wind Pressure Down Pi 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 -178 lbs Uplift Capacity of Standoff T-allow, 500 lbs Standoff Demand Ca aci DCR 35.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" 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 -222 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff DemandiCapacity DCR 44.4% The Commonwealth afMdssaehusetts Department oflndustdalAecfdents Office effnpes#gations 1 Congress Street,Strife 100 Nosfan,AfA 02114.2017 wlnw.mass you/dies Workers'Compensation Insurance Affidavit-Buitdent/Contracters/ lectricians/Plumbers Anulie$nt Information piense Print I,egibty Nannoieusiresworgarizationnna�iavat>:SolarCityCorp. Address:_3055 Clearview Way City/State(Zip:San Mateo CA.94402 Phone#; 888-7_65-_2489 Are you an employer?Check the appropriate box: ^� Type otprolect(required): t.1-,(]I am a employer with 5,000 4.©1 am a general contractor and 1 employees(full andtaruart-time)." have hired the sub-contrwors 6• New construction 2.❑I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have A. FI Demolition working for me in any capacity. employees and have workers' [No workers'comp,insurance comp.insurance? p•( Buiid ng addition required.} 5-.E)We are a corporation and its 10.0 Electrical repairs or additions 3.❑I am s homeowner doing all work officers have exercised their ILEI Plumbing repairs or additions myself.[Nu workers'comp, right of examptioa par bfGL 12.()Roof repairs insurance required)f c.152,§1(4),and we have on employees,[No workers' 13[DOther Solar/PV comp.insurance required.] *Any eppg.sm dui efiseks hex Bt mostalsa int our the section telowshowing arair worksrs'sompeasation policy intbrmadan. ,.y wbo submit this afiidavh indtaetinalhty are doing an nook and then him outside contimum,must submit a new affidavit indiaatingsuO. rContm.ton that chock this box must anached on odditiond-h-%shouting 11.name off nab-contractors and stak wheels,or not that.oditiet hay. emplorm.If thesub eentrscm is have empiayees,they must ptayid.their workers'cinnp palfey aumber. Yant an employer that is provuhtg workers'compensation insurance for my employees.Below is die polley and job site isttvrmatlon. Insurance Company Name.Zurich American Insurance Company Policy#or Self-ins.Lic:#:W�C0182015-00 Expiration Dote;9/1/2016 Job Site Address:—LS 're,tia s`h ?-(5 QA ChylStatePLip: N o r7r`l ij'Y1d tf' Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fine lip to 51,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of investigations of the ATA for insurance coverage verification. X do herebycerlify m the pahrs and penaltres pfpic jury that�the information provided above Is trate and correct. Date: 330 /1(o Phone#• t3.frcial use onto,.Do not w,-lite in this area,to he canipleted by city or town oleial. City or Town. Perm"icense# Issuing Authority(circle ane): I,Board oflfrallb 2,Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: A ® DATEYYY CERTIFICATE OF LIABILITY INSURANCE W1,7/20,512GI5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER{S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)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 RISA&INSURANCE SERVICES NAME;__,- - .. 346 CALIFORNIA STREET,SUITE 1300 .Sai�L± iJ: .._.-._ ..... ..1.FAX .No): ._._. ._...__ CALIFORNIA LICENSE NO 0437153 6MA1L SAN FRANCISCO,CA SON Ant Shmncn Smf41&743-8334 ,._,,,,,,. INSURER(S)AF4DADING COVERAGE_._ NAICd 998301-STND-GAWUE-1516 INSURER A Zurich American insar4nce GumpanY ,.1 6535 INSURED .. INSURER e:NIA NIA SalarCityCorporation - ...... .. -.. .- -...... ._. t .... 3055 Clrml-Way INSURERc:NIA_ .- ANA San New,CA 94402 INSURER D:ARter r3nZUNCh imurznoa Convo ,.,140142 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: SFA4J(F277363SOS REVISION NUMBERA THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR.CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH 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._ IL art TYPE OF INSURANCE _ -TRDDL Va ODCYNUMDER - P011wM }POLICY EYYII LIMITS A X COMMERCIAL GENERAL LABILITY ! I :GL0018201G0D 69Rii281$ -09N1t2016 TEACH OCCURRENCE d 3,a9a,DOD !-DAMAC€TORENE -.._. .._..;CLA1Ms-MADE X s OCCUR PREM!s�S LER vrrYR -J g .X SIR 5250,000 MED EXP(Anymw tw S 5.800 .._.. _ J ..-. .... j PERSONAL SROV INJURY :S 3{ p� 1 GENL AGGREGATE LIMIT APPLIES PER - :GENERAL AGGREGATE $ 6800,080 .... X POLICY: j� '._ _LOC _PROMDUCTS-COPIOPAGG S 6,OD0,006 ,OTHER:... I - - _. .$.. . A AUTOMDaiLEVAB1uTY 9AP0182D7700 '89@1l20t5 .INIM112016 ;SE�x�!MNS..N LEL IT :d 5.000,000 50 X.'ANY AUTO e001LY IN.IURY(Pee Pe ! S t X' AUTOS x�AUTOSVL£D _ SOUILY INIuRY(Pet M.I,b NON-OWI40 i PROPERTY DMIADE X HIREU AUTOS x_{AUTOS I.tPe/cciq¢Pt4-..... $ COMPIGOLLCED, :$ .... ._..$5.000 I UMBRELLA LAB OCCUR :EACH OCCURRENCE d CESS UAB 1 CLAtME-MAGE tAGGREGATE d i.. Excess, DED I 'RETENTIONS S D :WORK ERSCOMPENSATION t 0182014.00(AW) �010fh2015 i08iC112D16 t_% STATUTE FIND EMPLOYERS'LIABILITY YfNI A ANY PROPRJETORfPARINERIEXECUTIVE N 'NJAI WC018Z01580(MA} GRID 015 i09iC112016 tEL.EACH ACCIDENT {S 10p1:�0 OFiA;ERry 1,N REXCLVOED? ❑ yVC DEDUCTIBLE:5500,000 EL DISEASE EA EMPLOYE b 1000,W0 IMen o.,yIn NH) I I R yyes,duxrbe SOF O DESCRIPTIgN OF OPERATIONS bebw ' �EL DISEASE-POLICY LIMtT�b 1,000,808 I I ! I DESCRIPTION OF OPERATION91LOCAMONS t VEHICLES(ACORD TOL AddN,un41 F1enmHn Schedule,may he aitached If mon apace is LOgUira4) EYidente of ln5erex*. CERTIFICATE HOLDER CANCELLATION waar,CDrpma4al SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3056CIe Mw Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOAIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marm bio ,rL�--- SJ 1888.2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and Business Regulation 10 Paris Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Coxitractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/6/2017 DAN FONZI -- —..-----.� 24 ST MARTIN STREET BLD 2UNIT 1'I -.._-- MARLBOROUGH,MA 01752 Update Address and return card.Mark reason for change. [7 Address ::]Renewal ❑Employment Lost Card 4Affice of Consumer Affairs&Business Regulation License or registration valid for individul use only 'HOME IMPROVEMENT CONTRACTOR before the expiration date.1f found return to: Registration: Office of Consumer Affairs and Business Regulation 9 168572 Type: 10 Park Plaza-Suite 5170 ` Expiration: 3/8/2017 Supplement Cerd Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI f, 3055 CLEARVIEW WAY SAPS MATED,CA 94442 Undersecreaary Not valid without signature �n o, CS-101697 DANIEL D FON4 15 KELLEY RD.: WELhUNGTON MA 0107,' 09/13/2016 ABBREVIATIONS ELE RICAL 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 EGG 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 MULTIORE 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 NTH 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 DG 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 NTH 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, RAIN nGHT PV2 SITE PLAN PV3 STRUCTURAL VENS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Catsneet5 AttaCnea GEN #168572 1. ALL WORK SHALL COMPLY WITH THE 2009 IBC ELEC 1136 MR AND 2009 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: North Andover REV BY DATE COMMENTS REV A MLade 15Mar201 Umized the system at the HO's request. REV 6 Minadd 29M,,201 changed the inverter to RGM. UTILITY: National Grid USA (Massachusetts Electric) • • i PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINEDAS-THE INFORMATION RHEREINTHE .XIB NUMBER JB-0183546 oa '\o�.sOlt3f l Y CONTAINED SHALL NOT BE USED FOR THE KWOK CHAN Kwok Chan RESIDENCE Michele Ladd � I BENEFIT OF ANYONE EXCEPT SCLARCITY INC., MOUNTRG SYSTEM: ,j"" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 15 PETERSON ROAD �t 10.455 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MQQU�P NORTH ANDOVER, MA 01845 ORGANIZATION,EXCEPT IN CONNECTION W11H 24 St.Nath On..Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (41) TRINA SOLAR N TSM-255PDO5.18 PACE NAME: SHEET. REY. DATE: Marlborough.MA 01752 SOLARCITY EQUIPMENT,WITHOUT THE WRITTEN INVERTER: S(650)638-1026 F.(650)636-1029 PERMISSION OF SOLAROTr INC. SOLAREDGE SE1000OA-USOOOSNR2 COVER SHEET PV 1 5 3/29/2016 (BBB)-SOL-CITY(765-2489) --alaraty— PITCH:35 ARRAY PITCH:35 MP1 AZIMUTH:136 ARRAY AZIMUTH:136 MATERIAL:Comp Shingle STORY:2 Stories PITCH:35 ARRAY PITCH:35 MP2 AZIMUTH:316 ARRAY AZIMUTH:316 MATERIAL:Comp Shingle STORY:2 Stories PITCH:35 ARRAY PITCH:35 MP3 AZIMUTH:136 ARRAY AZIMUTH:136 MATERIAL:Comp Shingle STORY:2 Stories D l0 0 0 (E)DRIVEWAY N N r C r LEGEND 6 4A'd � � (E) UTILITY METER & WARNING LABEL O INVERTER W/INTEGRATED DC DISCO &WARNING LABELS teddy, aN9riy$ © DC DISCONNECT&WARNING LABELS va rrs =1,3EVE: E. E NEMA AC DISCONNECT&WARNING LABELS DE Y "T o Si'n'vC7III aA iY 3 % No.52160 S DC JUNCTION/COMBINER BOX & LABELS N gid,\)Q�`G1ST�PEP�P��e \FySAONALS�G Q DISTRIBUTION PANEL& LABELS r -- - Front Of House Digitally signed by Abe De Vera S Date:2016.03.2913:01:47 c LOAD CENTER&WARNING LABELS OI— 8 � D � -07'00' AC DEDICATED PV SYSTEM METER Inv ' IES �� SNE STANDOFF LOCATIONS ;RAL CONDUIT RUN ON EXTERIOR SIT U OONLY – = CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L-'J SITE PLAN Scale:1J8"=1' A 01' &' 16' y : CON GENITAL-THE INFORMATION HEREIN NUMDER JB-0183546 00 PREMISE OTHER: DESCRIPTION: DESIGN ®!�� CONTAIN SINAL(.NOT RET SO FOR THE KWOK CHAN Kwok Chan RESIDENCE Michele Ladd ®_•t BENEFlT OF ANYONE EXCEPT SOLARClTY INC.. MOUHIING SYSTEM: 1'•i. NOR SHALL IT BE DISCLOSED IN M iOLE OR IN 15 PETERSON ROAD 10.455 KW PV ARRAY gee PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type G ORGANIZ00N,EXCEPT IN CONNECTION NTH MODULES NORTH ANDOVER, MA 01845 24 St.M«h Ddh,8.4ing 2,WIT n THE SALE AND USE OF THE RESPECTIVE (41) TRINA SOLAR #TSM-255PDO5.18 PACE NAME, SHEET: REI: DATE: A!Wbmwg+,MA 01752 Sol ARCITY EQUIPMENT,W+THOUT THE WRI FIRM INVERTER: E(650)838-1028 F:{650}638-1020 PERMISSION OF sa.ARCITY INC. SOLAREDGE SE1000OA–USOOOSNR2 SITE PLAN PV 2 b 3/29/2016 (.)-soL-CITY(765-24s9) naa'.sdmdty— j-2 AB.ELAP.D9 E.G��\ �Y TIE VESA 1 $-"RUGUnAL a m %;�',. No.52164 g"3/STEPEbXgV4' S4LBW S1 SST.?NAL S Digitally signed by Abe De Vera Date:2016.03.2913:02:26 -07'00' 15-14'•(E)LBW SIDE VIEW OF MP1 NTS B SIDE VIEW OF MP2 NTS MPI X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 20" PORTRATT 48" 20" RQOF� 316 PITC RAFTER 2X10 @ 16"OC ROOF AZI 136 PITCH 35 STORIES:2 RAFTER 2X10 @ 16"OC ARRAY AZT 3kb PCTCH 35 STORIES:2 ARRAY A 136 PITCH 35 C.I. 2x8 @16"OC camp Shin le C.7. 2x8 @16"OC Camp Shingle PV MODULE 5/16"BOLT WITH 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 Sl POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) NSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) ROOF DECKING (2} INSTALL LAG BOLT WITH - - 5f16" DIA STAINLESS (5) (5} SEALING WASHER. t5- STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH i'-3 (E)LBW WITH SEALING WASHER (6) BOLT& WASHERS. (2-1f2"EMBED, MIN) SIDE VIEW OF MP3 NTS (E)RAFTER " STANDOFFMP3 IX-SPACING X-CANTILEVER Y-SPACING Y-AN LEVER NOTES 1 Scale:1 1/2'=1' LANDSCAPE 64" 24" STAGGERED PORTRALL E,:: 20" RAFTER 2X10 @ 16"OC ROOF AZI 136 PITCH 35 STORIES:2 AR.., 136 PITCH 35 C.T. 2X8 @16"OC Comp Shingle JB-0183546 00 PREM EOWNER. DESCIPTION DESIGN: CONFIDENTIAL—THE INFORMATION HEREIN -Num-: q�X3s �' � CONTAINED snau NOT BE USED FOR the __......... KWOK GRAN Kwok Ghon RESIDENCE Michele Ladd .o ; T BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOONING SYSTEM, ®��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount T e C 15 PETERSON ROAD 10.455 KW PV ARRAY PART TOOTHERS ESIS ONRECIPIENTS MODULES. NORTH ANDOVER, MA 01845 ORGANiZA1IQN,EXCEPT IN C0.YNEC➢ON X97H 24 51.Mortes Drive,euildmq 2,Unit ii THE SALE AND USE OF THE RESPECTIVE (41) TRINA SOLAR #TSM-255PDO5.18 PACE NAME. SHEET.. REV. DATE: Neap—gh,MA 0762 SOLARCITY EQUIPMENT,WITHOUT THE WRITTEN %1MER7ER: T:Iss0)63e-1028 F:(6.50)638-1029 PERMISSION OF sOLARCIn INC. SOLAREDGE SE1000OA-USOOOSNR2 STRUCTURAL VIEWS PV b 3f29f2016 (M) -SOL -aTY(765-2489) .sdmcRy.cam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES MODULE SPECS LICENSE BOND(N)#8 GEC TO TWO(N)GROUND Panel Number:03030MB1200 Inv 1: DC Ungrounded INV 1-(1)SOLAREDGE yySSEIDOOOA-USODOSNR LABEL: A -(41)TRINA SOLAR gg TSM-255PDO5.18 GEN#168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:14200801 Tie-In: Supply Side Connection Inverter; 1000OW,240V.97.59.;w/United Disco andZB,RGM,AFCI PV Module; P55W,232.2W PTC,40MM,Black Frame,H4,ZEP,I000V ELEC 1136 MR Underground Service Entrance INV 2 VDC:38.1 Vpmaz: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E)200A MAIN SERVICE PANEL E 20OAJ2P MAIN CIRCUIT BREAKER Scarcity(E)WIRING BRYANT Inverter 1 Load Center 1 20OAJ2P 7 6 SOLAREDGE 5 8 SE10000A-USODOSNR2 Ec- MP 2&3:1x13 60A J2P EGC a ti ri'-jr�-I B tz Dc. N-2, I N ec I 4 MP l:1x1(E)LOADS r- ---------------- ------- ------ - --- MP 2:1x14 10) zN -a "1 aHo Ecc - 3 I N )Cmduit Kit;3J4"EMT z � EGC!GEC_T I I I � I cE_c-_-+ TO 120/240V SINGLE PHASE U11UTY SERVICE I B ' I ' I Voc* = MAX VOC AT MIN TEMP T (z)ao ga Rop o {1)eRrANT g eRz4L7mP n (1)So1orL�L /4 sTR1NG JUNCTION Bax P 5r8 e,Copper B Load Center:.70A, E7RR0A,120J24OV,NEMA 311 AC A 2x2 5�NGS,IN USED,GROUNDED DC -{2)1 lnsv�o�ionPP 91 Connector;Moin 4J0-4,Top 6-14 -(1)BTLO r,H6 AJ2Pt2 SpoOcos PV (41)SOLAREDGE�300-2NA4AZS S POworBo% ptimize,300W,H4,DC to DC,2EP SUPPLY SIDE CONNECTION.DISCONNECTING MEANS SHALL BE SUITABLE nd (i)AWG 16,Solid Bare Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)Ground Rod;5J8'x 6',Copper (N)ARRAY GROUND PER 690.47(D).NOTE: PER EXCEPTION NO,2,ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF(E)ELECTRODE (i)AWG 16 THWN-2,Biack (i)AWG 16,THWN-2,Black (i ANG 18,THWN-2,Block Voc*=500 VDC Isc=30 ADC 1 (2 AWG 11q PV Mre,60OV,Black VOC* =500 VDC Isc=15 ADC _ FT � --_-_ ._ __ O lud-(i)ANG 16,THWN-2,Red ©I._L{i)AWG 1b,THWN-2,Red ®�(i)ANG+8,THNN-2 Red Vmp =350 VDC Imp=20.14 ADC O I (1)ANG/6,Sdid Bare Copper EGC Vmp =350 VDC ;mp=9.35 ADC I=-L(i)AWG J6.THWN-2.White NEUTRAL Vmp =240 VAC Imp 42 AAC I:"�-{i)AWG$10,THWN-2.White NEUTRAL Vmp =240 VAC Imp=42 AAC III���LLL(i)A%ft0,?HHN/ WN-2,,creen EGC. L� "" "-())ANG18."Solid Bpre,Copper GEC...-(1)Conduit,Kit,"3J4'EMT "",",,," ,"""""-())AWG 18."THWN-2,"Green._EGCJCEC (1)Condwt Kit"3J4'"EMT.""""._""" {t AWG 110,THWN-2,Black "" Voc*=500 VDC Isc ADC """"""(2)AWG 110,PV Mr.,600V Block" "Voc*=500 VDC Isc=15ADC 1'1 1 Ksi )AWG#10,THNN-2,Red Vmp =350 VOL Imp=9,35 ADC O Iri (')ANG/6,SWPo Bare Copper EGO Vmp =350 VDC Imp=10.07 ADC (1)013110,iHHNJtHNN-2..Green,EGO,. .... ......... .... ... �I .. .. E�(2)AWG 110,PV NSre 600Y,Black Voc*=50D VDC Isc=15 ADC (i)AWG 16,Slid Bere Copper EGC Vmp =350 VDC Imp-10,07 ADC ....-III.....����.......................................................... CONFIDENTIAL-THE INFORMATION HEREIN -NUM- PREMISE 0%NER: DESCRIPTION: DESIGN: JB-0183546 00 CONTAINED SHALL NET BE USED FOR THEKWOK CH AN Kwok Chan RESIDENCE Michele Ladd �_ .�"®h f�'}`` NOR SHI OF ANYONE EXCEPT IN MA K)UE INC. MOUNTING SYSTEM: ,/�yS J a l�/ NOR SHALL IT RE DISCLOSED E WHOLE IXt IN Comp Mount Type C 15 PETERSON ROAD 10.455 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIflENYS ORGANIZATION,EXCEPT IN CONNECTIINN Wi7H MODULES. NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (41) TRINA SOLAR #TSM-255PDO5.18 za St.Martin o a,B GR 9 z,unit n SOLARCITY EQUIPMENT,VAIN I THE WRITTEN PACE NAME SHEET: AEN DATE: Marlb..gb,MA 01752 PERMISSION OF SOLARCHY INC. INVERTER: T:(650)638-1028 R(650)638-1029 SOLAREDGE SE10000A-US000SNR2 THREE LINE DIAGRAM PV 4 b 3/29/2016 (68e)-SO-Cm(765-2469) wew.a1 ity- Label Location: Label Location: Label Location: (C)(CB) (AC)(POI) _ (DC)(INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 NEC 690.17.E NEC 690.35(F) Label Location: TO BE USED WHEN (DC)(INV) INVERTER IS Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: IlaLabel Location: (POI) (DC)(INV) Per Code: Per Code: NEC 690.17.4;NEC 690.54 NEC 690.53 Label Location: i (DC)(INV) Per Code: NEC 690.5(C) Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: a (DC)(CB) Per Code: Label Location: a. NEC 690.17(4) i (D)(POI) Per Code: - NEC 690.64.6.4 Label Location: gi (POI) Per Code: Label Location: NEC 690.64.B.7 A A (AC)(POI} (AC):AC Disconnect Per Code: (C):Conduit NEC 690.14.C.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 Per Code: (M):Utility Meter NEC 690.54 (POI):Point of Interconnection CONFlDENTIAL—THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FCR ® Q 30ss Ciearview trYay ® +rya ME SENT OF ANYONE EXCEPT SOARpTY INC.,NOR SHALL IT BE DISCLOSED San Marco,u 9aao2 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATIO7, Label Set 'a`r+++ ,(fisc)63-1028 f:(650)639-1029 EXCEPT IN CONNECTION PATH THE SALE AND USE OF THE RESPECTIVE t1olarC4 (8ea)-SOL-C[TY p65-2959)vnnv.wiarcay.c«n SOIARCITY EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF SOARCITY INC. t SO1atClty ®pSolar Next-Level PV Mounting Technology 'r;•$OlafClty I ®pSolar Next-Level PV Mounting Technology . Zep System Components i for composition shingle roofs r Up-roof Leveling Foot crovtim ap I nrtaax u,,.",,..: Pad No.850-1172 .. i.,rethg Faa - 7 ETL listed to UL 467 � Zep Compa(Nts WMpdole i zro vraw< Roof Attactmrenl � mr.,,•ag„t �=„`.._ .,^.' Comp Mount Part No.850.1392 Listed to UL 2582 - Wording Block Usled to UL 2703 aMRq ip �. Description jPV mounting solution for composition shingle roofs it Works with alt Zep Compatible Modules MA`anrnz`v Auto bonding UL-listed hardware creates structural and electrical bond • Zap System has a UL 1703 Class"A”Fire Rating when installed using modules from I any manufacturer certified as"Type 1"or"Type 2- Interlock Ground Zap V2 DC Wire Clip U� LISTEO Specifications Part No.850-1388 Pad No.8%1511 Pan No.8561448 Listed to UL 2703 Usted to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations Zap System supports module wind uplift and snow load pressures to 50 psi per UL 1703 • Wind tunnel grounding to ASCE 7-ts and L lis standards { Zap System grounding products are UL listed to UL 2703 and UL 467 - Zap System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zap 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 Pad Nos,850 0113,8%1421, 850.1460,850-1467 zepsolaccom zepsolaccom Listed to UL 1565 This document does not createanyexpress warranty by Zap Sour ora it,poAu or,eMcas.Zep Sokr's sole wao.00,,,vrte,din th—Atten p,h—t warranty 1cr This documenldoes not create any expres rzaMy by Zep Solar or about i{s pmtlucl5 or services.Zep Solar',sde tvarranry is contained in the vmtten product avananly ror eaU produG.The end-usx docixnenta[on aM1ipped vnth Zep Solar,products consfilufesfhe sole spedficalions refened to'n fhe protluG Warta yThacustomerlssolely each product The end-user d—nation shipped vnfh Zep Solar,products constitutes the sok spegficalions refaned to io the pld-war.ou The cnslomer is solely esponsible for verifying Ne suilabi6ty at ZepSolars products for eacM1 use.Speaficaiions are subjeG to Gunge wnhoul notice_Patents and App,',zspats ram. responsible for aerilying Ne suitability of ZepSalars pmduGs IoreacM1 use.Spedficalians ate subject to change�NNoul noYca.Patents and Apps:zspatscom. Documentk800-1890-0Oi RevA Dale last exported:November 11,20152:23 PM Document H 800- 690-01 h-A Dale last axpmtetl'.November 13,2015223 PM i I i i r1'.@r: solar, SolarEdge Power optimizer Module Add-0n for North America P3001 P350 I P400 SolarEdge Power Optimizer P300 F3 "9 Module Add-On For North America 00 P amez4 m4auleri P le+}V i mn moaa P300( P350 1 P400 NPur W_ a�� E F ED � � 31�1e np�i vol ag t Ke,�eemperawre! vs w aR bay Sh-C111.11nil•) Nn nae I R.an:mu PCI F C rent 12.5 P.Cc P,.aximum EMaency 995... a-ti�nied Eme�enw 4ag _ -an�oit eaiege,y OUTPUT DURING OPERATmN(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) a r f OUTPUT DURING SANDRY(POWER OPTIMIZER DISCONNECTED FROM INVERTEROR INVERTER OFF) _ ...' .. .: aetYo Wd age Per Fa .oPCm sr 1 Vac-. STANDARD COMPLIANCE F1111 � Em21av e( ateryl,u i RIE—i, - � INSTALLATION SPECIFICATIONS VY.L.H) al. a._ a 3a.s< 2A mmin 4 t able In I d 1 naM1 5!30 "2l3.4 m(h nge R1A4 y ao- cna P61I NE 1 PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 20. 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Integrated SHE fault protection(Type 1)for NEC 2011690.11 compliance Ma rota.OpeaUng Tempe tare I - -- '-- -- - -Superior efficiency(98%) aoape._. 13m+14o/-25 L. (40 U, oa availamel"j :'Ef'c Small,lightweight and easy to install on provided bracket P Ryan Raaag -- -- -- NEMA 3a-Built-in module-level monitoring =Internet connection through Ethernet or Wireless s Outdoor and indoor installation a Fixed voltage inverter,DC/AC conversion only s Pre-assembled Safety Switch for faster installation _ -Optional-revenue grade data,ANSI C12.1 -� USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLAN US-ISRAEL r.i.w,N,I a ed 1.5