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Building Permit # 1/5/2017
BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION q Permit No#-. Date Received i-V�7 ACH i Date Issued: I NIPORTANT:Applicant must completeallAems so.thiss p�age . ' LOCATION LL4---I 1(1) ?>V-Od f 0 Ed Str&-C t PROPERTY OWNER NOVMM VA&- — Print 100 Year Structure yes 3 MAP A PARCEL:'5— ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE I Residential I Non-Residential 0 New Building Ei One family f 0 Addition x Two or more family 0 Industrial ' XAlteration Sr )V i No-of units: t 1 0 Commercial ll Repair,replacement 11 Demolition DESCRIPTION OF WORK TO BE PERFORMED: \pC JntAUffina"f� \Niith Y10MO, t, q-I (OStvral r es Identification- Please Type or Print,Cl . I OWNER: Name: Nwcfflaf) 4�Ylf-r Phone:°n9- Log-1-c15 3 Address:_Alln PY-n(A fn rd SVf e-Z t Contractor Name: FoO2:t Phone: CV19-Z-19 'ZSS� Email: hlli-50n-14,2111? 639-61arcitu -com Address: I MA- Supervisor's Construction License: J[)k Q%J Exp. Date:_�t I tiI k o, I Home Improvement License: t �5�Z Exp. te: ARCHITECT/ENGINEER tAUSS --(n Y-Q12an Phone: to SO- 29 Address: 60 55 ClEaMeW Wo l€ �,(An NA'&O (,ft Reg. J No. 2to12— t-f FEE SCHEDULE:BULDING PERMIT,$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost:$ l5 i 000 FEE:$ J M -+? Check No.: { -t Receipt No.: 3 i4f 16, NOTE: Persons contracting if,it*-trnre;kfi?redecCuWTactors do not have acccns tot guar Version#64.8-TBD RU PIL Hussein Husseinkaally signed by Hussein kazan January 4,2017 kazan Date:2017.01.04 RE: CERTIFICATION LETTER 13:26:42-05'00' Project/Job#0184281 Project Address: Axler Residence ,pti,KN OFR 116 Bradford St 'V q� North Andover,MA 01845 +c g HUSSEIN A., o AHJ North Andover KAZAN SC Office Wilmington Design Criteria: No.52612 -Replicable Co fI esMA Res,Code,8th Edition,ASCE 7-05,and 2005 NOS Slt?NAt. �1 ory -Wind Speed=100 mph,Exposure Category C,Partially/Fully Enclosed Method Ground Snow Load=50 psf MPI:3x7 @ 16"OC,Roof DL=12.5 psf,Roof LL/SL=35 psf(Non-PV),Roof LL/SL=35 psf(PV) -MP2:2x8 @ 16"OC,Roof DL=13.5 psf,Roof LL/SL=35 psf(Non-PV),Roof LL/SL=35 psf(PV) -MP3:2x6 @ 16'OC,Roof DL=10 psf,Roof LL/SL=35 psf(Non-PV),Roof LL/SL=35 psf(PV) Note: Per IEC 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,with upgrades specified in the pans, 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, Hussein A.Kazan,P.E. Professional Engineer T:609.642.4016 email: hkazan@solarcity.com Version#64.8-TBD _ RU PIL HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing I X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 64" 23" 39" NA Staggered 45.9% MP2 64" 24" 39" NA Staggered 46,1% MP3 64" 22" 39" NA Staggered 569% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPS 32" 15" 64" NA Staggered 37.7% MP2 32" _ _ ___fi4" NA Staggered 37.8 t MP3 32' 14" _ 64" NA Staggered 46.74'0 Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPI Stick Frame 16"O.C. 22" Member Analysis OK wf Upgrades as Specified in Plans MP2 Vaulted Ceiling 16"O.C. 26° Member Analysis OK MP3 Stick Frame _16"O.C. 28° f4ember Im ad 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 IBC and the IEBC. STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP1 Member Properties Summary MPI Horizontal Member Spans _....Upgraded Rafter Properties Overhang 1.16 ft Net W 3.00" Roof system Properties Span 1 14.07 It E uiv D6.43" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material i Comp RoofSan 3 A(in^2) '..19.30 , Re-Roof No Span 4 Sx(in.-3) 20.70 Plywood Sheathing Yes San 5 Ix(in^4) 66.61, Board Sheathing None Total Rake Span 16.43 ft I TL Defl'n Limit 120 Vaulted Ceiling NoPV I start 5.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.33 ft Wood Grade #2 Rafter Slo a 221 PV 2 Start Fli(si 875 Rafter Spacing Sfi"O.C. PV 2 End Fv psi 135 Top Eat Bracing Full PV 3 Start E si) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch .5112 - Initial Pitch Adjust Non-PV Areas PV.Areas Roof Dead Load i DL 12.5 psf x 1.08 13.5 psf 13.5 psf PV Dead LoadPV-DL 3.0 psf x 1.08 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 sf Live/Snow Load LQSL°`2 50.0 psf x 0.7 (x 0.7 35.0 psf 35.0.psf: Total Load(Governing LC iTL 48.5 psf 51.7 psi Notes: 1. ps=Cs'pf;Cs-roof,Cs-p,r per ASCE 7[Figure 7-2] 2. pf=0.7(CQ)(Ct)(Is)p,; C,=0.9,Q=1.1,1,=1.0 Member Design Summary(per NDS) ��G,eming Load Comb.. CD I CL + CL - CF Cr D+S 1.15 i 1.00 0.95 1.2 Member Analysis Results Summary 6avernin 'Anal sis Max Moment @ Location Ca aci DGR .::Result + Bendin Stress si 964 8.3 ft 1 389 0.69 Pass ZEP HARDWARE DESIGN CALCULATIONS-MPI Mounting Plane Information Roofin Material Comp Roof Roof Slope ------ - 22° Rafter Spacing 16"Q.C. Framing Type(Direction Y-Y Rafters PV System Type j SolarCity,SleekMount- Zep System Type ZS Comp Standoff Attachment Hardware Como Mount SRY Spanning Vents ---- - - - ---- --- - No Wind Desigin Criteria Wind Design Code IBC 2004 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.6-118(C1D-14Ate Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.85 Table 63 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 qh=0.00256(Kz)(Kzt)(Kd)(V12)(I) Velocity Pressure qh 15.5 psf Equation 6-15 Wind Pressure Ext.Pressure Coefficient(Up) GC (Up) -0.88 Fig.6-118(C1D-14/V6 Ext.Pressure Coefficient(Down --GCp Down 0.45 Hg.6-118jC/D-14AIB Design Wind Pressure p p=qh(GCp) Equation 6-22 Wind Pressure Up P(.R) -16.2 psf Wind Pressure Down dew" i 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape I 23" NA Standoff Configuration 1 Landscape Staggered Max Standoff Tributary Area i Trib-- 17 sf PV Assembly Dead LoadW-PV 3.0 psf Net Wind Uplift at Standoff T-actual -252 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/CapacityDCR 45.9% X-Direction Y-Direction Max Allowable Standoff Spacing I Portrait 32" 64" Max Allowable Cantilever ( Portrait 15' NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -206 lbs Uplift Capacity of StandoffT-allow 548 lbs; Standoff Demand Ca aci DCR 37.7% STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP2 Member Properties Summary MP2 Horizontal'Member Spans Rafter Properties Overhang 11,32 ft Actual W 1 1.50" Roofs stem Properties ' San 1 ' 11,31 ft Actual D:.' 7.25" Number of spans w o overhang 1 Span 2 Nominal i Yes Roofing Materlai Come Roof Span`3 A(in^2} 30:88 Re-Roof No Span i Sx(in.^3) 13.14 Ply wand:Sheathing Yes. Span 5 i Ix inA4' 47163 Board Sheathing None Total Rake Span 1. 1 14.05 ft TL Defl'n Limit 180 Vaulted Coiling Yes PV i Start1 2.42 ft Wood Species SPF Ceiling Finish 1j2"Gypsum Board PV 1 End i 11.50 ft Wood Grade #2 Rafter Slope 26° PY 2 Stark Firsi 875 Rafter Spacing I. 16"O.C. PV 2 End Fv(psi) 135 fio Lat Bracing F Full PV 3 Start E{psi) 1,400,000 Sot Lat BracingFull PV 3 End i E-min(psi) 510,000 Member Loading Summary 'Roof Pitch 6/12 .Initial. Pitch.Ad ust :Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.11 15.0 psf 15.0 sf PV Dead Load PV-DL 3,0 sf x 1;11 3.3 sf Roof Live Load RLL 20.0 psf __x_0_90 18.0 psf Live/Snow:Load LL/SL1,2 50.0.sf x 0.7 1 x 0.7 35.0 psi 35.0 psi Total Load(Governing LC TL 50.0 psf 53.4 psi Notes: 1. ps=Cs*pf;Cs-roof,Cs pv per ASCE 7[Figure 7-21 2. of=0.7(CQ)(C,t)(Is)py; CQ=0.9,r=1.1,I,=1.0 Member Design Summa (per NDS) Governing Load Comb CD:. CL + Cl. - CF Cr D+S 135 1.00 i 1.00 1.2 1.15 Member Analysis Results Summa Goveming.Analysis ' Max.Mament Location Ca aci DCR Result + riding Stress(psi) 1,004 7.1 ft 1,389 0.72 Pass ZEP HARDWARE DESIGN CALCULATIONS-MP2 Mountm Plane Information Roofin Material f camp Roo£ Roof Slope 26° Rafter S.aci 16"4.C. Framing Type/Direction Y-Y Rafters PV System Type SolarClty SleekMount"' Zep System Type ZS Comp Standoff Attachment Hardware Como Mount SRV Spanning Vents No Wind Desi n Criteria Wind Design Code IBC 2004 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,6-11sfC/D-14A/s Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.85 Table 6-3 Topographic.Factor Ka SAO Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressureqh=0.00256(Kz)(Kzt)(Kell(V^2)(I) qn 18.5 psf Equation 6-15 Wind Pressure Ext,Pressure Coefficient(U ) GCp(Up) -0.88 ;Fig.6-11B/C/D-14A/6 Ext.Pressure Coefficient Down GCp(Down 0.45 Fig,6-11BIC/D-14A/6 Desi n Wind Pressure p=qh(GCp) E nation 6-22 Wind Pressure Up p° -16.2 psf Wind Pressure Down P.—I i 10.0 ps€ ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 31' Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trio 17 s PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -252 lbs Uplift Capacity of Standoff T-allow, 548 ibs Standoff Demand Ca aci DCR 46.1°10 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait i 32" 64" Max Allowable Cantilever Portrait 15" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -207 lbs I Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity CR 37.81 STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK-MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties. Overhang 1.49 it Actual W 1.50" Roof System Properties -Span 1 11:63 ft Actual D.. 5.50" Number of Spans wjo overhang) 1 San 2 Nominal Yes RoofingMaterial '` Comp Roof :'Span 3' Re-Roof No Span 4 i sx(in.13) 7.56 Plywood Sheathing YesSan S Ix 0n14 20:80 Board Sheathing None Total Rake S an i 14.18 ft TL Defrn Limit 120 VaultedCeiling Na PV 1 Start 0:92 ft Wood Species SPF Cellinq Finish ;ij2"Gypsum Board PV 1 End 6.92 ft Wood Grade #2 Rafter Slope-. 281 "PV 2Start Fb(psi) Rafter Spacing 16"O.C. PV 2 End 1 Fv( s1) 135 To Lat Bracing i Full PV 3Start E si} 1;400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 7/12 initial: Pitch.Adiust Non-PV Areas PV Areas Roof Dead Load DL 10A psf s' x 113 11.3 Rsf 11.3 Rsf PV Dead Load PV-DL 3,0 sf x 1,13 3.4;psi Roof Live Load RLL 20.0 psf ( x 0.88 17.5 psf Live/Snow Load LL SL- 50.0 psf I x 0.7 1'x;0.7 35.0 psf 35.6 psf Total Load(Governing LC TL 46.3 psf 49.7 psf Notes: 1. ps=Cs�pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Q(Ct)(Ij pg; CQ=0.9,4=1.1,I,1.0 Member Desi n Summa (per NDS GoverningD`Load C `CL + CL - CF Gr D+S 1.15 3 1.00 1 0.58 1.3 1 1.15 '.. Member Analysis Results Summary Governin Analysis Pre-PV Moment ib-in Post-PV:Moment Net Im act I Result Gravity Loading Check 1,433 i 1 1,489 1 1.04 1Pass ZEP HARDWARE DESIGN CALCULATIONS-MP3 Mountie Plane Information Roofin Material Camp of Roof Slope E 28° Rafter S acro 16"0�c. Framing Type f Direction Y-Y Rafters PV System Type SolarCity SleekMount'" Zee System Type ZS Comp Standoff Attachment Hardware Como Mount SRV Spanning Vents I No Wind Desi n Criteria Wind Design Code IBC 2004 ASCE 7-05 i Wind Design Method I 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.6a15(CtD-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.45 Table 6-3 Topographic Factor K, 1.00 Section 6,5,7 Wind Directionality Factor Ki 0.85 Table 6-4 Im ortance Factor I 1.0 Table 6-1 Velocity Pressureq,, qh=0.00256(Kz)(Kzt)(Kd){VA2)(I) Equation 6-15 20.6 psf Wind Pressure Ext,Pressure Coefficient U } GCp(Up) -0.95 Fig.6-11B/Ci13-14A/B Ext.Pressure Coefficient Down GCpDawn 0.88 Fig.6-11B1C/D-14A/B Design Wind Pressure p=ph(GCp) Equation 6-22 Wind Pressure U p 0} -19.6 psf Wind Pressure Down P..-o 18.0 Pslf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 22" 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 -312 lbs Uplift Capacity of Standoff T-allow, 548 Ins Standoff Demand Ca a ity DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait32" 64" Max Allowable Cantilever portrait 14" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3,0 psf Net Wind Uplift at Standoff T-actual -256 Ibs Uplift Capacity of Standoff T-allow, 548 lbs Standoff Demand/Capacity DCR 46.7% Ttie CorrrntatnueafUt aft'IlassacJitrsetts Deportment oflndustriaTAce"ents Office oflnvestigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 witoklnhiss govIdia Workers'Compensation Insurance A#idavit:Builders/Cuniractars/Electrieians/Plainbers Applicant In€urmitlon PT a Print T:e ibl Name(E4asiness orgaaizntioalnd v,deal>:SolarCity Gorp. - - - Address: 3055 Clearview Way CityiState(ZiP:San Mateo CA.94402 Thane#: 888-765_-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.jZ1 am a employer wilh 51000 4.©1 aur a general contractor and I S. New,construction employees(full andtor part-time),* have hired the sub-cont actors 2.©1 WA a sole proprietor or partner- listed an the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g, Q Der mliticn .corking for me in any capacity. employees turd have workers' 9 Building addition [No workers'comp,insurance eomp.inswara",I required.) 5.E]'Ve are a corporation and its 10.0 Electrical repairs or additions 3.❑1 am a htmnowner doing all work officers have exercised their i LCI Plumbing repairs or additions myself[No workers'comp. r ghtof axemption per MGL 12.[:]Rocf repairs insurance required.)i c.152,§1(4),and we have no employees.[No workers' 13�]✓Other Solar/Py camp.insurance required.] •Any appliFa�a char shacks hex Hi mustsiso lift out the sectio»belowshowatgiheit workers'compcasation gniicy inibtmalion. !fiomwsvana who submit this affidavit indicating My are dome all work end than hireoucyide coauacross muss submit a new affidavit IndirWingsuco. tContmctom teat chuk this hox mustahnhed on eddoionel shout rhowtng the name orthe sub•cont—w and stale whoher w net ihoserntitia have employees.Ifthesub•co t—tas fi—employees,ftyanalprovide itseir workers'comp pulley rv;n1au I am an employer Itrat is prooidlog workers'cantpensadorr irrsxtrmrcefor ray employees.Below is the policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy tl or Self-ins,Lie.N:WC0182015-01 Expiration Date;9/l/2017 .lob Site Address: 114-116 Bradford Street citytstatetLip:North Andover 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 cl;minal penalties of a fine up to$1,500,00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a flue of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Officts of investigations of the DIA for insurance coverage verification. X do hereby certfrym file pains and penalties of pe jury drat the ittfarrnarlan provided above N true and correct Signmattire: r to 1/5/17 Phone M Ofa:ial use only,Ito not write in this area,to be vvtnpleted by city or taws official. City or Town: Permlt/License 0 Issuing Authority(circle one): I.Board otlicetth 2,Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact person; phone 4: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home 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 E]Renewal M Employment !_7 Lost Card ,..2'Apom ufConsemer Affairs&Business Regulation License or registration valid for individul use only - �.�MPoOi4tlE EAAPROYEh1ENT CONTRACTOR before the expiration date.9f found return to: Re91stratmn: 168572 Type: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Expiration:3/812017 SuppIemem Czrd Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZi 3055 CLEARVIEW WAY * — - SAN MATEO,CA 94402 _. ._.�.........._.�.... ......_._................ Uadenecremry Not valid without signature tsmr'nar t+nxetts Ya�rw'uyr8+w im :a9 pwow' a0 'W °H1Zl IV S rom Ail R69'0*"o s "SAI r(i'A„MA'ARvM%7Ag ermnm CS 101687 IA DANIEL D FO 390 AMOVER S7 o ,/ *M&LA1112G'TON A4A „ � q 1. DocuSign Envelope ID:CE808EBE-FE41-4007-91ED-B4CA7D751C86 Z�olarClity I Purchase cust~mer Intorroa6ao L^statlatlen iccattnr Date Norman Axler 116 Bradford Street 12/27/2016 116 Bradford Street North Andover,MA 01845 North Andover,MA 01845 9786979563 Here are the terms of your Solar florae improvement eat Agreement 11.025 kWDC 20yr System Warran-v S-stem S17C The SolarCit'y Promise •We provide a money-back energy performance guarantee- os •We warrant all of our roofing work. (t We warrant and repair the System. __.. Initial 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 pricing in this Agreement is valid for 30 days after 12(27/2016. '.. Your Solar0ty Purchase Agreement Detaiis Contract Price $48,841 Amount Due $41,675 Est.first year production '.. 9,702 kWh 3055 Clearview Way,San Mateo,CA 04402 ( 888.765,2489 l solarcity-corn 24.4385 Sol,r Hoge imorrnement Agreement,version 4.0,4,December 21,201n Contracco license MA HIC 1685721FL-1136MR De,anent generated on 12/27/2016 RI A RI Copyright 2008-2015 SolarCity Cnrrm-cm-,All rights Res,ved 90A DocuSign Envelope ID:CE808EBE-FE41-0007-91ED-B4CA7D751C86 23.ADDITIONAL RIGHTS TO CANCEL.IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS AGREEMENT UNDER SECTION 24 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND CONDITIONS,YOU MAY ALSO CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24.NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION OF THIS RIGHT. By signing below,I agree that SolarCity can contact me for telemarketing and informational purposes via call or text using automated technology and/or pre-recorded messages using the phone number(s)I provided that are listed on the first page of this contract.I understand that consent is not a condition of purchase.You may opt-out of this authorization at any time by calling us at:888-765-2489 or sending us written notice and mailing it to:SolarCity Corporation,Attention:Phone Authorization Opt-Out,3055 Clearview Way,San Mateo,CA 94402. Customer's Name:Norman Axler Solar Home Improvement Agreement Signature: Er i5l%MA,9)1 Y oaosczsnzecsar<_. SolarCity Date: 127777'2fi approved Customer's Name: Signature: Signature: Lyndon Rive,CEO Date: Date: 12/27/2016 Solar Home Impreremert Agree:;erz±,°re;s.4n 4-t?.h,�esember 21,2016 [J ?2d38S `� ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1, THIS SYSTEM IS GRIP-INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. Digitally signed by BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN Hussein kazan EEC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. u S s i n a za Date. 2017.01.04 13.27.13 (E) EXISTING 4. WHERE ALL TERMINALSNALS 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 _05'00' GALV GALVANIZED HAZARDS PER ART. 690.17. V J GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTINRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HOG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(6). Ise SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR OF M kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC -,IA ASS LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). �4g qEy MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN � MLt;ESEIN A. ;n (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY s KAZAN NEUT NEUTRAL UL LISTING. ' -_C V&r ` NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE No.552612 OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING Fps �Off4 �� P01 POINT OF INTERCONNECTION HARDWARE. FSSfONAL~tai 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 PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PV5 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV6 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: REV BY DATE COMMENTS AHJ: North Andover R A NAME UATl COMMENTS UTILITY: National Grid USA(Massachusetts Electric) i # DE5CRP71Pl. DESIGNz CONFIDENTIAL-THE INFORMATION HEREIN ,IOBNU REN, JB-0184281 00 PREMISE � Andrew Merolillo .jj , o�arCity CONTAIN€D SHALL NOT BE USED FOR THE NORMAN AXLER Norman Axler RESIDENCE ,,; BENEER of ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 116 BRADFORD ST 9.765 KW PV ARRAY Nae SHALL IT BE DISCLOSED IN MOLE OR IN ZS Comp V4 wFlashing-Insert - PART TO OTHERS OUTSIDE THE REOPIENYS MODULES, [s-. NORTH ANDOVER, MA 01845 24 St.Martin M.i Butt&q 2 Unit It ORGANIZATIINT,EXCEPT IN CONNECTION R97H Mwlewau,M,HA 01752 THE SALE AND USE OF THE RESPECTIVE (31) LG #LG315NiG-Z4 PAGE NAME: St1EEi: REY. DATE P.(650)638-1028 R(654)638-1029 SOLARCIY EQUIPMENT,YBIHOUT THE WRITTEN IiVa a, PV 1 PERMISSION Or SOLARCITY INC. SOLAREDGE SE760OA-US002SNR2 COVER SHEET 1/4 2017 (Bea}-S -Ott(76s-xaa9) »... araey.�am PITCH:22 ARRAY PITCH:22 MP1 AZIMUTH:238 ARRAY AZIMUTH:238 MATERIAL:Comp Shingle STORY:1 Story PITCH:26 ARRAY PITCH:26 MP2 AZIMUTH:148 ARRAY AZIMUTH:148 MATERIAL:Comp Shingle STORY:1 Story PITCH:28 ARRAY PITCH:28 MP3 AZIMUTH:238 ARRAY AZIMUTH:238 MATERIAL:Comp Shingle STORY:2 Stories C AC ,L D 3 �l'tFi QF�A`gfi Inv C � HUSSEIN A. s KA7-AN No52612 Nit. � LEGEND (E) UTILITY METER & WARNING LABEL O INVERTER W/INTEGRATED DC DISCO & WARNING LABELS Front Of Nouse ® DC DISCONNECT&WARNING LABELS 3 a A © AC DISCONNECT&WARNING LABELS F DC JUNCTION/COMBINER BOX &LABELS , Fol DISTRIBUTION PANEL& LABELS Le LOAD CENTER &WARNING LABELS DEDICATED PV SYSTEM METER R RAPID SHUTDOWN MP 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR B -- CONDUIT RUN ON INTERIOR — GATE/FENCE HEAT PRODUCING VENTS ARE RED t INTERIOR EQUIPMENT IS DASHED -'J SITE PLAN N Scale:3/32"=1' 01, 10' 21' *-Vie S CONFIDENTIAL-THE INFORMATION HEREIN NUMBER: JB-01 84281 00 PREMISE OXNER: DESCRIPTION. DECUT CONTAINE5 SHALL NOT HE USED FOR THE NORMAN AXI_ER /� =��tr i}'^ BENEFIT ANYONE EXCEPT SIXARCitt INC., MOBNTT:tC SYSTEM: NQI"ITiOn AXI e( RESIDENCE Andrew Merollla Solarl.ity, NOR S Au IT BE DISCLOSED IN MOLE OR IN ZS Comp V4 w Flashing—Insert 116 BRADFORD ST 9.765 KW PV ARRAY '►1s PARTTOOTHERSCEPT IN THERECIPIENTSNORTH ANDOVER, MA 01845 PART TO OTH EXCEPT&T CONNECTION VAIN MatBtES THE SALE AND USE OF THE RESPECTIVE (31)LG LG315N1C-Z4 24 St.Herrin Dove,8a0aing 2,amt tl PERMCITYISSION EQUIPMENT,TTY INC.M1T THE WRITTEN ffl��: PACE NAME SHEET: RET: DATE T:(65O)636-1028�MA01752 638-7029 PERMiSSHON a-souRaTY ISOLAREDGE SE7600A-USOOZSNR2 SITE PLAN PV 2 1/4/2017 F. BB6)-Sq-GNY(765-2489) —.".,dly— si �}{OF tg4A s 1 HUSSEIN A.,", KAZAN 11`-4° dVtL-�_�- u 4 No,52632 ri GIST��O�`�Q (E) LBW B SIDE VIEW OF MP2 NTS $t°NAS C SIDE VIEW OF MP3 NTS MP2 I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" 39" O" STAGGERED LANDSCAPE 64" 22" 39" W, STAGGERED PORTRAIT 32" 15" 64" O° PORTRAIT 32" 14" 64" 0" RAFTER 2X8 @ 16"OC ROOF AZAZII 148 PITCH 26 148 PITCH 26 STORIES:1 RAFTER 2X6 @ 16"OC ARRAY AZI 238 PITCH 28 ROOF AZI 238 PITCH 28 STORIES 2 ARRAY Comp Shingle G7. 2X6 @16"OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV, X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PV MODULE (N)SIM-SON A34 CLIP 5/16"x1.5` BOLT WITH W7(a)80 NAILS 5/16"FLAT WASHER INSTALLATION ORDER u1 ZEP LEVELING FOOT Sl (N LOCATE RAFTER, MARK HOLE 2Aa SPF#2 ZEP ARRAY SKIRT O LOCATION, AND DRILL PILOT HOLE. 4'MIN. -s"t ZEP MOUNTING BLOCK ATTACH FLASHING INSERT TO C(2) MOUNTING BLOCK AND ATTACH ZEP FLASHING INSERT (3) TO RAFTER USING LAG SCREW. (E) COMP, SHINGLE 1'- (E)LBW (1) INJECT SEALANT INTO FLASHING INSERT PORT, WHICH SPREADS SIDE V'LVV QF MPj- NTS SISTER UPGRADE INFORMATION: RAFTER UP ADE IN01CA BY HATCHING (E) ROOF DECKING (2) (3) SEALANT EVENLY OVER THE UPGRADE NOTES: 5/16"DIA STAINLESS ROOF PENETRATION. MPT x-s AanG X-CANTILEVER Y-SPAONG Y--UTILEVER NorEs 1. CUT AND ADD(N)SISTER AS SHOWN IN THIS SIDE MEW AND REFERENCED TOP VIEW. LawEsr MODULE SUBSEQUENT MODULES In;SSE 64" 23" 39" O° AccERED 2. FASTEN(N)SISTER TO(E)MEMBER W/SIMPSON SDW 22300(IF 2-PLY)OR 22458 STEEL LAG SCREW INSTALL LEVELING FOOT ON TOP PG&TMIT (IF 3-PLY)SDW SCREWS AS SHOWN AT 16"O.C.ALONG SPAN AS SPECIFIED,IF EMBED, MIN IteL�T'ER 2x6 @ i6"GC Roof Azt '2118' P,rcH zz sroRlEs:i Y,'Gp0 SPLITTING[S SEEN OR HEARD,PRE-DRILL W11H A A"DRILL BIT. (2-1/2- ) (4) OF MOUNTING BLOCK & Zmy' i'2118' P(TCH SECURELY FASTEN WITH BOLT. c.,. 2x6 @16'01- c"mR Shie ie ALT.OPTION FOR FULL LENGTH MEMBERS ONLY-FASTEN(N)SIDE MEMBER TO (E) RAFTER X XND Y ARE ALWAYS REtATM TO THE STRKURE FRAMING THAT SUPPORTS THE PV. (E)RAFTER W/10d(IF 2-PLY)OR LOU FROM EACH SIDE(IF 3-PLY)COMMON STANDOFF X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS NAILS AT O.C.ALONG SPAN. S _ -SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED Scale:1 1/2"=1' (� PREMISE OPAIER: DESCRIPTOR: DESIGN: CONTAINED S-THE T BE USED F HERRN J06 NUMtTER: JB-0184281 lIQ Andrew Meroli to �}•,�`OI�����Fj� CONTAINED SHA NOTBEATI F 2 THE NORMAN AXLER Norman Axler RESIDENCE ,.7 (,y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOONING SYSTEM: ►IN NOR SHALL IT B DISaDSED IN MiOLE OR IN ZS Camp V4 W Flashing-Insert 116 BRADFORD ST 9.765 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MOWIFS NORTH ANDOVER, MA 0185 24 5E.MmtiR WBv4ding 2,Unit Tt ORGANIZATION,EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (3 1)LG#LG315NiC-Z4 PAGE NAVE SN E REN MarlboroughMA ing 2 2 DATE: T.(650)638-1028 F.(050)68'8-1024 PEDLAftC�N Q IPMSOLARCI INC. 1HE WRITTEN INYURTM STRUCTURAL VIEWS PV 3 1/4/2017 (886}-s8'-CITY(165-24e9) SOLAREDGE #SE760OA-US002SNR2 (N)SISTER MEMBER TO BEAR ON PARALLEL CEILING JOIST OR SUPPORT BELOW SIMPSON SOW 22458 SIMPSON SDN (E)RAFTER WOOD SCREWS 22300 WOOD (N)SISTER MEMBERS SCREWS MIN. - ���� (E)WALL OR OF 44,4 (N)SIMPSON A34 CLIP SUPPORT BELOW Dl Wf(8)8d NAILS �- HUSI=IN A. KAMAN -+ (E)RIDGE BOARD OR SUPPORT BELOW -_ _ x*+ir - ' s No.52612 NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER `,eg�OfsTre- ` SI�NAL � U TOP VIEW OF FULL LENGTH LAPPED SISTER Scale:3j4"=1'-0" 6"END DISTANCE 16"4C. ` - STAGG T1P—'rj )2—x6 RAFTER 2. , + - 1}z° —__ -� ——__ w SIMPSON SDW WOOD SCREWS (N)2x8 SISTER MEMBER j Di 2x8 END FASTENER GROUPING L� CONFIDENTTAL-THE INFORMATION HEREIN ,K1B NttMBEk JB-0184281 00 PREMISE OWNED. DESCRIPTION: RESIGN: r CONTAINED SHALL NOT RE USED FOR THE ... NORMAN AXLER NOFtllC771 AXIer RESIDENCE Andrew Merolillo �\`'°SoiarCity NORLL IT BE DI EXCEPT IN MOLE INC., MOUNTING sysTTac 116 BRADFORD ST HOR SHAII IT BE WSCLOSED IN t4HOlE OR IN 1'•.. PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Gamp V4 W Flushing—Insert 9.765 KW RV ARRAY fy\ ORGANNARON.EXCEPT IN CONNECTION 1NTH MULES NORTH ANDOVER, MA 01845 THE SAIF AND USE OF THE RESPECTIVE 31}LG LG315N1C—Z4 24 St.Martin 0 ,TtA&q 2,Unit 11 SOLARC!tt EWIPMENT,MHOUT THE WRITTEN INVERTER: PACE NAME $NEET.. REV: DATE: Mm@oraagh,MA 01752 PERM!ssiov of saARatt INC SOLAREDGE SE7600A—USOO2SNR2 STRUCTURAL VIEWS PV 4 14/2017 2017 T.SOL Sas-7028 F:(sso)sae-:o2s 1 J (888)-OL-Cltt{765-2489) wwx.saieraitycrom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0184281 00 OMER: D"'HON: DESIGN CONT INED S A THE T BE USED F R THE R re��R: Andrew Merolillo ���;; O�afCl}� CONTAINED SHALL NOT 6E USED FOR,NE NORMAN AXLER Norman Axler RESIDENCE -•„a (, BE OF ANYONE EXCEPT SOLARClrY INC., MOUTING SYSTEM: NOR SHALL IT RE DISCLOSED IN WHOLE OR iN ZS Comp V4 w Flashing—Insert 116 BRADFORD ST 9.765 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ONCANIZADON,EXCEPT IN CONNECTION WITH tM S.. NORTH ANDOVER, MA 01845 24 Sl MMin T#Wq Butldv�g$Urdi It THE SALE AND USE OF THE RESPE071W (31) LG LG315N1C—Z4 PAS NAME: SNEEL RM. DATE: Malbaa9h,MA 01752 SOLARCItt EIXNPMENT,YATNWT THE WRITTEN iNYER1ER: T:(650)638-1028 E:(650)638-1024 PERMISSION OF SOLARCITY INC. SQLAREDGE SE7600A—US002SNR2 UPLIFT CALCULATIONS PV 5 1f4f2017 {888}-SOL-CITY()65-2489} ....sa«�Rs_<Om GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS I LICENSE BOND(N)#8 DEC TO TWO(N)GROUND Panel Number:FEQC20MB Inv 1: DC Ungrounded =11SE760QA-US002SNR$02SNR$LABEL: A -(31)LG H LG315N1C-Z4 G£N#168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:98686117 Tie-In: Supply Side Connection0V,97.5%; w nifed Disco and 28,RGM,AFCI P Module; 315W,292.7 PTC,40mm,Blk Frm,Whit Back Sheet,MC4,ZE,Mone ELEC 1136 MR Underground Service Entrance Vac:40.6 VpmoK: 33.2 Ise AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E TOOA MAIN SERVICE PANEL E T00A/2P MAIN CIRCUIT BREAKER CURER-HAMMER InVEECOE 1 (E)WIRING CUTLER-HAMMER 10OA/2P 4 Disconnect Disconnect 3 y SOLAR£DGE w' - - - A 40A SE7600A-US002SNR2 Iw MP1,MP2:1x16 A F:::-] O r - EG -- ------------ -------------------- D N � 1 (E)LOADS eNo 2 ____ aNn _-___________-___________ EGci _ -`c=c ""-T� � ----"MP2,MP3:1x15 I ---- ---r� ♦- r.._-J GNn __ EGG_ ___-______- 6 , N 1 0Conduit Kit;3/4"EMT a A 1 � I 1 yI GEC-r-T TO 120/240V ' SINGLE PHASE 1 r UTILITY SERVICE 1 r 1 r 1 F 1 F I 1 PHOTO VOLTAIC SYSTEM EQUIPPED NTH RAPID SHUTDOWN Voc4 = MAX VOC AT MIN TEMP OI (2)Gro�,d Rop p (1}CUTLER-HAMMER/DG222NRB PVro, EOCE/P4oDSNMDC 57n , opP A Disco t;60&240Vac,F=N%NEMA 3R AC Pow ZG 6'ptimker,400W,ZEP-(2}I sCo€IPc4JD`;8 -{t}cunER-t!AeaER DODone Insula bn Piackng Connector;Man 4j0-4,Tp 6-i4 GrdJNe UlKdd;60-1WA,General Duty{DG} n (1)AWG#8,Sdtd @are Copper -{1}CUTLER-HAMMER#DS16FK SUPPLY SIDE CONNECTION.DISCONNECTING MEANS SHALL BE SUITABLE t S Class R Fure Kit -() As SERVICE EQUIPMENT nwo SHALL BE RATED PER NEC. -{2}ff.RA2 UT d R PV epcKFEEo- F.-,40A,DA,25 250Y,Clams.RK5 (}ocP N ARRAY GROUND PER 690.47(D).NOTE: PER EXCEPTION NO.2,ADDITIONAL B {I}CUTLER-HAMMER j DG222URB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF(E)ELECTRODE Disconnect;60A,240Vac,Non-Fusibie,NEMA 3R -{1)CG, a eul., A D60-10 A,Generol Duty(DG) {1)AWG #S,THWN-2,BTock (1)AWC#8,THWN-2,Black --- (�-(2)AWG A10,PV WTre,6ODV,Block Voc* -5 VDC 1.=15 ADC t 4llcn-(1)ABG#&,THM-2,Red (I RF(1)AWG/8,THRw-2.Red I I )lot-(t}AWG q6,Sd'b Bore Copper EGC Vmp =350 VDC Imp=14.21 AOL �l L (1)An/6,THM-2,Mile NEUTRAL Vmp =240 VAC Imp=32 AAC Lzl(1)AWG#M THWN-2,White NEUTRAL Vmp =240 VAC Imp=32 AAC �f Ls1_ t Gondol{Kit;,3/4',EMT,_ -(T}AWG�,.Sdid Bare,Copper.GEC,. (1)Ca,durt,KIt;,3J4'EhiT, ,,.,.. - 7 AWG 8,1H,PAT-2,_GYeen .EGC/GEC, (1)Ca ,it,Kit,3/4'EMT,., ..,. ! ....... Y. (2 AWG A14,PV Vhre,600V,81a E�� ��Voc" 500 VDC isc=15 AOC -(t)AWG b6,Sdid Bme Capper EGC Vmp -350 VDC Imp=13.32 AOC .`.......(1}Cmdud Kib,3/4',EMT....................... ....... I 1 I CONFIDENTIAL-TIE INFORMATION HEREIN -N-BER, PRE a"OWIER: DESMPTIOW. DEsa: CONTAINED SHALL Nor BE USED FOR THE JB-0184281 OO NORMAN AXLER Norman AXIer RESIDENCE Andrew Merolillo 4\1q: NOR SHALL IiNe Nsaoscu IN Co c Ci N c 116 BRADFORD ST 'SolarCity PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Corn V4 w Flashin -Insert 9.765 KW PV ARRAY itA ORGANIZATION.[)(OPT IN CONNECTION WITH NORTH ANDOVER, MA 01845 THE SALE AND uSE OF THE RESPECTIVE (31) LG #LG315N1C-Z4 24 SL M.,U,Drrre,W ilemy z unit n SOLARCITY EpPPMENT,WITHOUT THE WRITTEN NvRR, PAGE NAME: SHEET: REH DATE 11.0-ugh,MA D1752 PERMISSION OF SOIARCITY INC. T:(650)638-1028 F.(850)878-1029 SOLAREDGE SE760OA-US002SNR2 THREE LINE DIAGRAM PV 6 1/4/2017 (888)-Sol.-CITY(765-248a) ,„,K.W-fly.- CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: -Address: 116 Bradford St INVERTER AND DC DISCONNECT AC ------- DISCONNECT I U1ILITY SERVICE AC , I DISCONNECT SOLAR PHOTOVOLTAIC ARRA L______________________ �J PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER 81 MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 890.17 OPERATING VOLTAGE=240V JB-0184281-00 COWDENTIAL-THE INFORMATION HEREN -Nu—: JB-0184281 00 PREMSE OWER, DESCRIPTION: DEStlI: \\+, CONTAIN @ SHALL NOT BE USED FOR THE NORMAN AXLER BENEFITOF EXCEPT SOLNRCln INC., TaouNnxc SYSTEM Norman AXIer RESIDENCE Andrew MeroBllo TSo�a���ty NOR 31ALL IT BE DISCLOSED IN NHOLE OR IN ZS Comp V4 wFlashing—Insert 116 BRADFORD ST 9.765 KW PV ARRAY ►�� PART TO OTHERS OUTSIDE THE RECIPIENT'S M40uES NORTH ANDOVER, MA 01845 ORGANIZATION,EXCEPT IN CONNECTION WITH 01752 THE SALE AND u Of THE RESPECTIVE {31� LG LG315N1C—Z4 24 St.Maio Dd..D.Hb4 Z UA n SO ARCITY EQUIIPMENT,WITHOUT 7HE WRITTEN INYERTER: PACE M.' SHEET: REV: DATE P.(65O)638-- f:A(8i0)678-142§ PERMISSION OF SOARCI RTc. SOLAREDGE SE760OA—US002SNR2 SITE PLAN PLACARD PV 7 1/4/2017 (m)-Su-CITY(785 2489) t, - -- Label Location: Label Location: ri',}4,,-- Label Location: (C)(CB) (AC)(POI) }�b; (DC)(INV) Per Code: Per Code: Per Code: NEC 690.31.6.3 , NEC 690.17.E NEC 690.35(F) 1i Label Location: ' TO BE USED WHEN I: (DC)(INV) g= s -� INVERTER IS $ Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: MET (DC)(INV) + Per Code: Per Code: - NEC 690.56(C) NEC 690.53 �T Label Location: ® - [4'�5 (POI) ? ° Per Code: NEC 690.64.B.7 Label Location: g - (DC)(INV) _ Per Code: NEC 690.5(C) a - Label Location: (D)(POI) Per Code: NEC 690.64.B.4 Label Location: (DC)(CB) Per Code: NEC 690.17(4) - Label Location: t (POI) Per Code: NEC 690.64.B.4 e Label Location: 1, Label Location: (POI} t ) I eiPer Code: (AC):AC Disconnect (AC)(POI) NEC 690.17.4;NEC 690.54 Per Code: (C):Conduit NEC 690.14.0.2 (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 CONFIDENTIAL-THE INFORMATION HEREIN M4TAED SHALL NOT 6E USED FOR ,.r�i 3655 aeanb_w 11 THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,NOR SHALL IT DE DISCLOSED a: ' —Hated,CA 94402 E EPT I OR IN PART TO OTHERS ALE AN THE RECIPIENTS RESPECTIVE ORGANIZATION, r++` Of/,�'� 86si IN WHOLE E CONNECTION O O ER SALE AND USE Or THE RESPEC NIZ a T:(6S(H 638-1028 R(650)638-1029 SOLARCITY EQUIPMENT,4AT OUT THE WRITTEN PERMISSION OF 5OIARCITY SVC. Label Set ♦� ( soi-aTY ta6S-3459)wr<w.solaniN.com s®'a r Single Phase Inverters for North America ®�Ll ry 9�'1=ev SE3000A-USf SE3800A-US/SE5000A-US;SE6000A-USI SE760OA-USI SE10000A-USISE1140OA-US SE30NP US S£3aWP US 1 SESNOA US SE60NA-US SE7660A US SE10000A USI SEII900A US�.. OUTPUT _ -.'N 5Do9 E4N 2-N 99s 24av 114N vA SolarEdge Single Phase Inverters Nom IA n=pct r SNe @240V 'I". 54G0 v V Ea. isse 20 0 toJ 1291.0 VA For North America Max.ACP O tp f@240V 20950 @-v` AC—Pur Vefage M'nNom 11- 183 ax183-03 23V c..... SE300OA-US J SE380OA-US J SE500OA-US j SE600OA-US J aco pdtvo ag M,n, p Ma J r r r r ! 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STANDARD COMPLIANCE sE\ tet. ti Sa(,[Y � UL 7d1 ULl_948,ULS 48,(SA 222 6edC on Sc,ndards _.__ IEEE-1 INSTALLATION NST FCC p [15 class B - iNSTALIATiONSPECiFICATiONS Accu d /—E 0 31 1.j IF EAWG 314 ,i1.I83 Alit ricrl tt t j0 t g( I 3(4 (12i g/rEt,Awn 3/a - re, 2 ringsI g - Aws . a ._- _. .. -_ `t hS( Sv tch 305-125x1451 n (H 4Y U} y -5 775,315x181 bV225x 315x260 mm eigh hSaf hSuittl, Sl2{23.2 9�(2d] 88.9ia01 :Ibjkg Gaoling � Nafur,l@vecpun nd'ncemai Fans{uz=rrepla:eabi=) replaceahle} The best choice for SolarEdge enabled systems None 121a1A Integrated are fault proteeeion(Type S)for NEC 2031690.11.compliance Mx,:M,.oP,arna iemp r,n,re -131.+1901-251.+6a(�tu to_-60sop,v„1',Nel) Superior efficiency(98%) to fl g NEMA se Smalli lightweight and easy to install an provided bracket -- -Built-in module-level monitoring F Internet connection through Ethernet or Wireless <oma:,�e,,..s,,.w.vu.=.,:u<i��•2 .�., E> A-so_.»nu.l. -Outdoor and indoor installation a Fixed voltage inverter,CC/AC conversion only -Pre-assembled Safety Switch for faster installation -Optional-revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-]ARAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL wvvv,Cs0l3redge.u5 1 Next-Levet PV Mounting Technology `SolarClt z Solar Next-Level PV Mounting Technology •aSDlatClty I ZepSotar 9 9Y y � p . ZS Comp Components for composition shingle roofs r s,r Mounting Block Array Skirt Interlock Pad No.850-1633 Pari Na 8541608.,5040113 Part No,850-1388 or 850-1613 -„ - Listed to UL 2703 L"Wed hr UL 2703 Usied to UL 2703 10,1 r z. _ FlashingInsert Grip Ground Zap V2 Pad No.850-1628 Pad No.850-1606.,850-1421 Pad No.85(i Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 Wirt F Description PV mounting solution for composition shingle roofs ;yQe Works with all Zap Compatible Modules Auto bonding UL-listed hardware creates structural and electrical band • ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as Type l'or'Type 2' Captured Washer Lag End Cap DC Wire Clip U� LISTED Pad No.850-1631-001 Pad No. Pan No.850-1509 Specifications 8512 (L)850-1586or850.t460 Listed to UL 1565 850-1631-003 (R)8501588 or 850-1467 I Designed for pitched roofs 850-1631-004 Installs in portrait and landscape orientations ZS Camp supports module wind uplift and snow load pressures to 50 psf per UL 2703 Wind tunnel report to ASCE 7-05 and 7-10 standards ZS Comp grounding products are UL listed to UL 2703 and UL 467 ZS Comp bonding products are UL listed to UL 2703 i Engineered for spans up to 72"and cantilevers up to 24" • Zap wire management products listed to UL 1565 for wire positioning devices •j'� `� iJ�d y Leveling Foot Part No.850-1397 zepsolarcom zepsoiar.com Listed to UL 2703 Tris document does---o.any ev--my by Zep Saar,we 1.p,otl—or—,—.Zep Sdar'e sale warrenly rs caMainad in-—.n,,bdcn—ory rw THS eau 1Goes lwl create any express warranty by Zep—sIebwn rts protluclsa-s s.ZV Sder's sde-Y iscariavred mthe vmnan product wanenty bo ach peotluci.The end-user--b.shgpad Ql Zep Sala:§pre ,sconsiib—lbe sok spetre.ionsrefenedlom lire product warranty The—1—a solely each p—The eraser docame-m0,shipped vnth Zep Sola,'s products constx'ules lM1a solespedficalVansrINened to ht the p—az ,,Tile customer,is solely raspon_Sar—fy ng the subabilhy or ZepSdars pro,uns,Rx eaal ase.Spaei(liens are subjearo rha^.ge v ii nota.Patents a.Apys:_.Ia.cam. respons-rile kr—nobsrhe 1—flit,of Ze SNv'spenducis f each use.spetiftal!o:isare sulgacl or cha�ge.1—notice.Patents—Apps:i�',ats.com. O.c.,ri 800-183"Of R.,0 Dalebsie,oAod:Apld25,201611:22AM fbcunlanl 9 800,1835801 Rev 0 Dale Wslexportetl:Apn129,201611:22AM solar=@@ solar- SolarEdge Power optimizer Module Add-On for North America P300 1 P320 I P400 j P405 SolarEdge Power Optimizer _ ___ _ _ P300 P320 (for h 6h Po (f 24& -cell IlorPthO fiI Module Add-On For North America �Ce'Im I I wKeli od l , 1, m I , INPUT P300 / P320 ( P400 / P405 aesQdl P DC�Gmi i von,"c °°� —320 eo aos -w (vac a,I tt p t } 48 3 80 125 Vdc MPPT();yz,afingR g _ 8 48 8-80 1 125 105 Vdc M x Short CutC ent r,d I 10 11 101 Adc Pots GC I p i C.,rc,A 12,5-- .-.13 75 i 12.63 Ade \ \ Max Effi ncy -- 99S ,� 1 Weighted Efficiency _ 48.8 % Over ktage Category OUTPUT DURING OPERATION(PQW_ ER OPTIMIZER CONNECTED TO OPERATING 50LAREDGE INVERTER) Max O tp[furient --15 Ad, Max ,um Output loltage 60 _ 85 V&L_ OUTPUT DURING STANDBY(POWEROPTIPdIZER DISCONNECTED FROM SOLAREDGE INVERTER ORSOLAREDGE I NVERTEROFF) \E Safet iVAR — - - — — - - '. a\ Y Out Pu €e p P,vee 1 Vdc STANDARD COMPLIANCE Eiy'iC .._ ..i _ FCC P-15 Cl BIECI10G0-6-2,IEC61000-6-3 Safety IEC621091(dass A,cty),UL1741 ROHS Yes " '• � ,.o INSTALLATION SPECIFICATIONS " Maxi ium Alio:,ed S}t mVeRage _ 1000 Vdc Comp bale K—ters - Ali S"CeEdgeS gI Phaseapd Three Phase mveno,s - Dimensons(WxLxH) 128x 152x225f1 128 x 152x35/ 128 x 152.50) mm[in - 5x597.108 13 - Sx597x2 Sx 537 x196 Weight{ duding cables} 830/IA 1069/23 g, lb Input Connector MC4 Compatible Output W re Type/Connector Double Inwlated;MC4 Compatible Output Wre Length 095/30_ _ 1.2f3.9 mfk Operating Temperature Range 40-+851[-40-.185 'C/'F Prntecnon Rabng IP68 f NEMA6P Relabve HumldltY % PV SYSTEM DESIGN USING A SOLAREDGE INVERTERli1 SINGLE PHASE THREE PHASE 2081 THREE PHASE 480V • Milimom Suing Lgth (P w Oph 1 8 SO 18 PV power optimization at the module-level Maxi Sung Lrngth (Pow Opb } Z 2S50 s Up t0 2596 more energy Maxi P p r 5t 6000 12750 W —Superior efficiency(99,5%) Parall i Slumg,of Diffe enc Lengths = t O!Onentaboni yes Mitigates alltypes of module mismatch losses,{rom manufacturing tolerance to partial shading - -�� ---- -�--��- --�-----� ���--�� a Flexible system design for maximum space wilixabon ®Fast installation with a single bolt R Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety GSA-CAYALA-6ERNIANy-ITALY-FRANCE-WAN InIFIA AliSTRALIA-TNENETIFEFIA1 (JK-ISR..A£L 4:+14W.S laredge.US `EN LG315N1C-Z4 EN LG NeON2 LG - Riv tan tC za LG313NIC-Z aaP ;+�6`nwP} tai � ceNs set° MP ti(oPP} J CA]j °so i.venem -. ope rtwt wkzgetVe} LVI� _-- .ion yp Mc j-it�bt� hor-1—t'fl[�60 celt LG%nes,mndute,N ON-2,adeechnoto pts Cella 9yenhancepoa,er output andreliability class N,M-x demonstrates LG's effortsbeyond efficiency it Eeat—,enhanced warranty,durperformance under real envmoment,and aesthetic d iva m »z forroofs. [AI' ee.tifiez� iEc -„z op 9.tv� 19 �� 010- cc so mux sne.xcre..x c..renxi=�) tAl:_ --aoe -_ '. .e�pe .�cte cs Key Features "«' Paver a, ae z<;� Enhanced Performance Warranty High Per Output I G N ON- h _ I d p f e Comp d -th p th,LG N,0N'"'z --- -- _-_-- " ty Th i d g d h f it n has b d g d -g fi tely enhen�e ha d. f D.]`-'!t D.6-ly.E f 25 years, s o -p effic:n y making it efficient even in +sxi Cu-e= ----. F II g 2 A p —f it than limned space. - -- -- the prc�n-hb ofj-'modtiles.a <" A-th.th,Roof - Impnma,d Product Warranty nha d -f. LGN ON -h b d- g -d h lett, As se 11 h p f - anty, " i Fp - li Walk t a LG h d d eh p d arr y f he di ce_T to pied ct: t... t •aiue of a LG N,DN f an add-[ i 2 Y1111t - .-. Better Performance Sunny Day \� Doubte Sided Cell Structure �--�_ LGN-..-- p rf -1 nny Till rear of the,It—dLGN ON will i p I4 d y th. ks in[s-p—ed temp nature .mbute to gi,— i I p th C I1 1 �4 11 coeffi�icn_ tight beam reflected fr m the rear tE the module eabsorbed m gtr—h,a great amount of - --- is addirt-o A pave- LRnis r<ez v ,c.HIn_ Ltfe's Good '..... ifes�ood ,w<h ..o.< ❑s,a