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Building Permit # 11/24/2015
BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION `r a P.—it No,,. ci a"�,r Date Received A Siic HaSE Date Issued: I PORTANT:Applioant must complete ail items on this page '✓""%%/!;/%'.'//Q1J,1(ll%JH�1JJQfr/f?„yp/y/�//��//I'a�'%'//rH%/%G/%//r//✓i%%✓`%//O/r/,Tr"ii/r/r %%%IJ'%! r' ):-' �t�9��y1,M� � I��iJlra�k" n" b r''I°In P jlr 'fni✓///��r��f%I"'IIf���r,/f�ff���III %!✓�I �;Il(���r�%' Vr IP % ��i1O P RGEL� r /ZONING DIST ICT 1�� H stonctDisjriA %r!�i� v�ir✓/ ir�lirLioiiiprVllla9e�1Yr,1e�»rSJ��r� , -- -- TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential New Building 'W One family ❑Addition ❑Two or more family Ll Industrial ❑Alteration No.of units: ❑Commercial 77 Repair,replacement ❑Assessory Bldg ❑Others: ❑Demolition ❑Other Ioodplair�f�jj�LJyWetlands �... /�q�Wa erire itDlst3'ctr/err �f_11 i�N R ���)%%//��i/f _ DESC,R._.I..PT1OWORK TO BE PYERFORMED:'01 __AhSA-A00 so``nM « 110( _6k a i YI 'n.0V"" J1\-kA(uMJtcA Wi , 6h L rl i . clewl� jSe �nnnAs tum.4 Identilication-Piease Typo m•Print Clearly OWNER: Name: ( riS10\7hPJl Lnnu f�U Phone:41g•W-15CS Address: 13'B \A)ed�QTo� hie, /gj/� ��/yr,, �'A re"s`,s�r`�GGI/I % 'W Jar ���%llrrri f'tCyllfc� /% 1H���+�G'H(�H�Ht�i��llr(I�IH!(H10�H1((li(rrlllHG/ii %���„�/f!�/ra)lIJ///its r�l�p��p%%ii�l//O//%%1/i/��,r�oii/✓;H/r//�9J��%J// r1i�/!/%ii//ril(G%r�%�I/9r/%r1,l%/r� //rig;,, g8upsl ��/%r Ir/I✓f�✓L!ra(l /G//!/% r r r ✓ /%� 1r�/////f/� r 1 l�� �Supryls r s Construc�io i�f1 '/ ” ;%%///%/i J/G%//I,lfi/✓/'/!J/lI//iri/ip///ir%`%))nJJ///,%%r %IJa r1 I li;'1/', J„N°!PefilfnProvem„eptJ�icense,i/i�r r Hir/,/r2�,i/%�rH�r✓HE�%r��/p����/ //�Ir� r �� T%lr�,,, u .p/ r� If�r ri�/Arrcl,,. ARCHITECT/ENGINEER Phone: Address: Reg.No. I'I FEE SCHEDULE:BULDING PERMIT,$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COSTBASED ON$125,00 PER S.F. Total Project Cost:$_410-FEE:$ 'IQS Check No.: l/1 nl® Receipt No.: Zq 716 NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund li Signature of Age t Owner Signature of contractor i' The Cofnlaotnvealth ofMassachuseAf De/rurtn+eitt of Industrial Acetdents O—g as In,,,,4 suite 1 US 1 Congress Street'Suite 100 Boston,MA 02114-2617 tvww.mass.gov/fia Worker,'Campensnlion Insuraaee Affidavit:Snilders/Confrautors/Elactricianx/Pinmbers Qplilicant faformatipn Please Print Legibly Name(flusiansa/OTanintiowmdi,idupl); SOIarCity Corp. Address:3055 Clearview Way CitylStatelZip:.,San Mateo CA.94402 phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(regoired): 1.01 am a employer with 5,000 4.E)I em a general contractor and I employees(full and/or part-time).+ have hired the sub-oontractom 6.0New c ,-sedan 2.❑]mn a sale proprietor or partner- listed an the attached sheet. 7.❑Remodeling ship and hnve no employees These sal—mractors have R.0 Demolition working far me in any capacity. employees mid bave workers' 9.El Building addition two workers'comp.insumnce comp,iasonsuoe, requited.] 5.❑We ore a corpomtian and its 10.0 14„vlan1 rapalrs or addtaons 3.❑Isen shorn —s,doing all work offica.have exercised their I1,❑Piumbingmpain or additions myself,,[No workers'camp. ightof wrmption per t lGL 12.❑ pRoofre u o's i saran,,onpakod)i e.152,§1(4),..d we be,.no m empioyc,e.[No workeri 13oOther Solar/PV camp.insnrmaca required.] ^Anyspplicara Uns xfiecks boxHl mustalso aR aw fM1e saaLion below sbawinP,Ihwr warkms'eempnaatioxp,hgixrpr sfi— t tiolneownxrs wbo=abmfLlfilsaffidevif inMcalmglhey are dbingell park fl,—n bite oataitla ewVeGxu must sxbmitx new nnldevll fnJicmingsuGi. fCon mrs wnl check lM1isbnx must nrynched m�etltlisionei xhextsiwwlx,sin nwne aflhcsubconaaanrsandxrets whcLircror not[hoseenritiu have mployees.If+hesubaonlrapas M1ave empfxyees,they muatprovidetheir workers comp policy nwnbcr. '.. Y am nn empfoyerlhaf isprovidhrg workers'cpnapanenrioq tnaumxeefornyenpfoyees.Below if Nepotir.}pndjab sae information. lose_.company Name,Zurich American Insurance Company T tviny e nr sett-ins.t,i,.b:WC0182015-00 Exphariun Pate:911/2016 orbs;ta Aaamsa;_ I.37 v\1ek[1c�t d c;r cltyistaboaip:L Rnrlibe.r IY ,OIKH Attach n enpyof the werkrs'cumpeu,a+mn potiey d,mara[ioa page(showing the policy number sad espirale.date). Failure to secure coverage as tritraw under Section 2$A of MGL o.152...lead to the imposition of criminal penalties of a one up to 51,500.00 and/or one-year imprisonment,as well as civil ponabios in the form ora STOP WORK ORDER and a fine of up to$250.00 a day against the violator.Be advised that copy of this sonomem may be forwarded to the OBim o1' Investigations ofihe DIA for inemance coverage veriti ation. Ido hereby eenyo nrrfiepains n,d)—afties ofperjnry rhot she gjnrmadonprovldedabnve Ys Truve mrdcorrect Siennh te`--' Date I� J Pltnne N' Of,clef use only,Do net mrlla s'.r rets area,at be completed by city ar mwn fcfaf. _ City or Tow.:_ P-oulm-'se d Issuing Authority(circle mss): I.Board fHealth 2.11Olding Department 3.City/Town Clark d.Electrical Inspector 5,Plumbing Inspector 6.Other _ Contact Yerson: Phone hl AGS R®®® CERTIFICATE OF LIABILITY INSURANCE `-7/22a,s°anYYn THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIB 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 poNcy(ies)must be endorsed.If SUBROGATION IS WAIVED,suhjact to the terms and conditions Of the policy,certain policies may require an endorsement.A statement ori this certiflc h,does not confer rights to the eKl(IAaM holder in lion ofsuch endOr ,mtjs). PaapucsR c Acr MARSH RISKS INSURANCESERVICES _-_-- _--- 345 CALIFORNIA STREET,SUITE 1300 CAU ORNIALICENEE NO.043]153 ppgaEES ....... SAN FRANCISCO,CA WIN _"- - ALL SN111 415-]438339 I— (3 F.R.I c VERACe NAlca Bm9 _ 9I)W01STNR GAVNE 1516 IN CLIO A— A 116535.. sglNCity Carpq,aVOR rxsueFaa NIA 3055CIeani.Way IN59RERC NIA NIA Ban Malea,CA 94402 o Ix AmarcanZ hl renae Company 90142 a a COVERAGES CERTIFICATE NUMBER: WsSFA9I92113C—H 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 CONDITION OP 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 ANO CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -.-_.igo0t3YI.1 ..._ YNUreeeR...._ iY.� 7rr 1 mT R`'M' p'RE-Em" C SIR�_1. A _% c to MFMA9E n SL0018201600 001011201' 09D112016 EAcx 1,900,1109 ...909,999 X Spt.$250,000 tuftEXPIAny cne Psrscn) 5,000 _ F— 3,000.000 E xN'LITAP sPEI ENE s 6,090009 X c I ..RCT C - sc.o99aao 9THER E .-_... —__ oma xctE DMR "�' A AUTOMoe LELAULYv '8AP018201 T90 O0rohz915 91rz �.0 oe 1 $ 5090000 zI i6a,o .V s -- A „ Dnl X'n Eo �x Nuxouml DOI 1 ,acdaaml s _.. A os n r x,1 x nAa,Da x.A3Yns eP ' COMPICOLL DED {E g50W 1 {�U a ccuA rAA,CH FFENCE rx EssLAa ...i sMAOE' tAG,GREG.aTE �tI ... p IwoaKF WC010201900(A05) 9910i1'LUi5 ,9919112Mfi x UTE, ',[11 aH_ A A "xH)Fn EUOEO ']�lu/ WC018201500(MA) 9919V2015 0N1 I _ 1,000000 N IWCDEDUCTIBLE.$500,0N) FIE 10000011 �pfLL... A L IQI 1Y I MIT1.000,CtlO I noxa/Loeanoxsr vsxlcLEs IACOrsq t0l.naolrlonal xvm+ry=s=neaR., y anaenealt mo Pa I q real Evtle rQ of insvance sRA CERTIFICATE HOLDER CANCELLATION s6MeNly C0wA. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES DE CANCELLED DEPORE 3055 CIr—Way THE EXPIRATION DATE THEREOF, NUTICE WILL BE DELIVERED IN San MaleU,CA 89401 AICORDAWE WITH THE POLICY PROVISIONS. amh xlsk a leaurerree Seevlces Chades Marmolejo Cep���--� ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD p Y(P7Id7�A11�9f 1F/@'i7f�lt r'�f � �fY.,i�i("✓Cl7lC JO'�e�- l '��!+,` Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 TVpe'. Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 ASTRID BLANCO -- 3055 CLEARVIEW WAY -- -- --- SAN MATEO,CA 94402 _._. Update Address and ret ra card.Mark van far etmage. Add— Q Ran—] F-j E,piayment n Lot Card Ptf tC mer Affairs h Raslnera flagaladna License or r.gi,r.dion valid fnr indn1du1 use only PyiIOME IMPROVEMENT CONTRACTtlR before tho expiration data.If found return m: i, iy.Ra islratlan. OffingofConsumer Affmrs and Rnmu-v liogaiation y7, 0 168572 Type' 10Psrk Plaza-Saita5170 Expiration:3/8/2017 Supplement Card Boston,VIA 02116 .. SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD ZUNI WI-BOROUGH,MA 01752 thalersearefary Nal valid witleut sig,—, Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: SupplemeWC,oC SOLAR CITY CORPORATION Expiration: 3182017 DAN FONZI 24 ST MARTIN STREET BLD 2UNIT 11 - --------- -- MARLBOROUGH,MA01752 Update Address and return card.Mark reason far change L]Add— �]Renewal ❑Employment'_Lost Card <4f—fCoasvmer Affairs&8vsiaess Regvlativn Lio registration valid for iodMdul ase Only :.��HOME IMPROVEMENT CONTRACTOR betorethe expiration date.Iffoend return to: Ragist2Bon:168M T Off..ofC.—mer Afffain and Business Regulation YPe: 10 Park No.-Suite 5170 Expimll0n:W812017 Supplement Cerci Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI 3055CLEARVIEW WAY SAN MATEO,CA 94402 -- �--- — Uedersezretary Not valid Without signature CS-101667 DANIELD FON4 15 KELLEY RD= VpIIIHINGTON MA 01837. .. 09713/2016 _ C Version#53.4-TBD larCity PIL November 19,2G15 RE: CERTIFICATION LETTER �4J1�N�M'0`4.py Project/3ob#0183142 WILLkAMA, Project Address: Conway Residence EINo No? .Rt. 137 Weyland Cir �o North Andover,MA 01845 O1.TE3�A" AH] North Andover A' SC Office Wilmington D 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 MP1:Roof DL=11 psf,Roof LL/SL=32.5 psf(NonPVAreas),Roof LL/SL=17.5 psf(PV Areas) -MP2A:Roof DL=14 psf,Roof LL/SL=32.5 psf(Non-PV Areas),Roof LL/SL=11.5 psf(PV Areas) -MP2B:Roof DL=11 psf,Roof LL/SL=32.5 psf(Non-PV Areas),Roof LL/SL=17.5 psf(PV Areas) -MP3:Roof DL=14 psf,Roof LL/SL=32.5 psf(Non-PV Areas),Roof LL/SL=17.5 psf(PV Areas) Nate: Per IBC 1613.1;Seismic check is not required because Ss=0.33365<DAR and Seismic Design Category(SDC)=C<D To Whom It May Concern, Aid'site survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above.This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirement,set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval.Additionally a summary of the structural review is provided in the results summary tables on the following page. 111 1111,A. William A.Eldredge,P.E. Professional Engineer io.as.o�as oo T:888.765.2489 x58636 email:weldredge@solarcity.com 3056 GLIA iew Way San Mato.,CA 94402 r(65e)63P.-1112&(4881501.CITY r(650)630-1029 3.larcity.com Version#53.4-TBD PIL HARp*; RE'OtoxgN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape', Hardware-Landscape Modules'Standoff SpeC7ticatlons Hardware XXSpacing �: X-X Cantilever Y-Y Spacing Y-Y Cantil.... I Contiguration Uplift DCR MPI 64" 24" 39" NA St yg._ed _ —63.1% MP2A 64" 24" 39" NA Staggered 63.1% _ MP2B _ 64" 24" 39" NA St ggered..___ 63.1% MP3 64" 24" 39" NA Staggered 63.1% Partrait Hardware Portrait Modules'Standoff Specifications 'Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MM 48" 20" 65" NA Staggered ]8.]% MP2A 48 20 65" NA SG99ered _ ]8.]% MP28 48 20" 65" NA Staggered 78]% MP3 48" 20" — ----- 65" NA 5tcg—d ]8.]% Structure Maa ting Plane Framing Q alific t itIts Type Spacing Pitch Member Evaluaton Results MP3 Stick Frame @161n.O.C. 40° Member Imact Check OK MP2A Finishetl Attic @ 16 in.O.C. 9" Member Impact Check OK MP28 Stick Frame @16 n.0,C _4V Member 1,p-Chock OK j M1`3 Finished Attic @161 n.O.C. 40° Member lm act Check OK Refer D the submitted tlawings for derails of lnformatlon collected dlrt-g este survey.All member analysis antl/Or evaluation is basetl--mg gathered on site,The exkang gravity and lel—1 load—A l,g members were eva1—d in accordance with the IBC antl the IFBC, 3056 Clearview Way San Merao.I:A 94402 r(650)1311-028{d88)SOL-CITY r(660)63H-1029 solaroily.00m STRUCTU#tE ANALYSIS=LOADINGSUMMARYAND I�IEMBERC,HE(xm Mp4 et,Ma'D1.4ed'FtQP,ercile§' ff,IM'. ; Overhang 1.16 ft Actual W 1.50,' spar,1. 16.91 ft Actual D '9,25` Number of S a o Overhan 1 Span 2 Nominal Yes Roofm'f7aterial3 w Com Roof , S ani B A 13 88 4.^2-,1,: Re-Roof No Span 4 S. 21.39 in.13 Plywood Sheathing Yes:= S ah 5 .I. 98 93.nY 4 Board Sheathing None Total Rake Span 23.59 ft TL Defl'n Limit 120 vaulted ceiling 'No. PV I Start 1.00 ft Wood Species SPF Ceilin Finish 1/2"Gypsum Board PV 1 End 13.75 ft Wood Grade #2 Rafter Sloe__ I 11 " 40° PV 2SCart 'Fe 875 5 _ Rafter Spacing 16"O.C. PV 2 End F,. 135 s To'p Lat Bracmy w, .FUII PV S It _ E -. 1400000 psi,'- Bot Let Bracing At Supports PV 3 End 1510000 psi `` a 3r�,,.t .u ....c'hleriiber Lbu'4ID SumVp�i":" r k .r.• Roof Deatl Loatl DL 11.0 psf x 1.31 14.4 P" 14A 14.4 psf PVDeatl Load: ` PV-DL:( 3Q•Sf is 131 _______ 3.9 sF. Roof live Load RLL 20.0 psf x 0.70 14.0 psf Live/SBoyv Lhatl : LL/,SLS'' 50 0,psf x 0.6S. x 0.35 .';32,5 psf 17,5 psf T6EakXo'u t ava�m Nates:1.ps=C,1pf;Cs-roof,Cs-pv per ASCE 7[Figure 7�2]2.pf-0.7(CQ)(Q(Is)pg;C,-0.9,Q-1.1,I,1.0 AIM 7:,� „Ggi3e{fliN:Load 4%S °715" 1Y;gp 10.29 .L'Y '1,t5<'"•, �;Melilher�l `,.P1'eePV,'lienfAdda<, c, p�ostrRV Dem,pd n:Net Tfn aCk; #1 v Gravi LoadingCheck 1244 s 983 sl 0.79 Pass CALCULATION OF DESIGN WIND LOADS,MPI: i M'tin in -PlaiO lnf"rinalion Reading Material Comp Roof PV'Systein Type S..ty Slacd MoanV- Spanning Vents No Standoff Attachment Hardware Comp Mount TypeC Roof Slope 40° .. ..... Rafter"Spagng 15".O.C. Framin T e Direction Y-Y Rafters PWIin Spacing X X Purbas Only :Nk Tile Reveal Tile Roofs Only NA Tde AttachmentSy'stem T11e Roofs Only .NA. S[antlin Seam/Trap Spacing SM Seam OnIV A AD (f6 n'�°ril rJa r iF, . t Wintl Design Cade ASCE 7-05 Wind Design Method Parially/FullyEnclosed Method.. Basic Wind Speed V 100 mph Fig.6-1 Fxpo,ma,Cptegory _ ';C Seci on 6.5.6.3 ROOfStyle Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h ,:25 ft Section 6.2 MflIAIBh.P ssXtkeCA ti " 11Sbefien L, Wind P essure Exposure Ki 0 95 Table 6-3 Topographic Factor.: Krt '160 Sect on 6.57.:: Wind Directionality Factor Ka 0.8S Table 6-4 Importance Factor-: i __ 110 Table 6-1 Velocity Pressure % qh=0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 pf E t.Pressure Coafflclent U GG -0.95 FIg.6-118/C/0.14A/B L'xt;"Pfe$spre Coefficient Dovin Z=l- X4.88 _ FIS_6 llB/GD 1gA/_B_ Desi n Wind Pressure p p=qn(GC) Equation 6-22 W(adPre6sur�U 9.&pgf,,. WiodPres 'M,D.14 ,lea.f::i, ALLOWABLE STANDOFF:rSPACINGS '' 'X-Plrgctron' "Y-Dien tmbr'- Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable fantilever Landscape :24 NA Standoff Confi ura[ion Landscape Staggered Max Standoff Tfibttary Area THI, '1711 PV Assembly Dead Load W-PV 3.0 psf Net Wind Upl ft at Standoff T actual -316 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR.. :631% .z Y-D)reatio0' Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever .. Portrait 20 NA Standoff COnfi a ct" Portrait Sta ered Max Standoff Tributary Area Trb 22 sf Be Assembly Dead Load W-PV 3.0 psf Net Wind UplftatStandoff T-actual -39411as Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand'Capsafty DCR 787% STRU$7UREANALYSIS-LOADINGSUMMARYANDOEMOMCHECKy'MPIA*, ,t + MP2A rtalT&lMk?rii$ki`.. riQ .»"'„'-cRah`€,rtM e.` r,fi Overhand LL6 ft ActualW 150" S-;kP Plf System P,rmllb �+ t, `1ulEY'idS $an 1. 17.48ft iActeai D-, 9.25 NumberofS a oOverhan 1 Span2 Nominal Yes Roof gM tenal'(W Com koof ,Saa.g' N=_C 13.88 m^,2 t: Re-Roof No Span 4 Sx 21.39 Mi"Wod iSheothi�g Yes i__ .S — I 98.93.n.^4 Board Sheathing _ None Total Rake S an 24.59 it TLDefPn Limit 120 Vaolted Ceilin Yefe.,i . 'pVlstart `t ; ➢.soft WODdS eeidf SOF .CallingFinish 1/2"Gypsum Board PV 1 End 18.17 it Wood Grade #2 kart S1606 _ 40° +' PV,2 Start �F_ _ 875 psi Rafter S acro 16'O.C. PV 2 End F,. 135 si Yq-LatBranng k wll,«., ,.gusstarc _ E >�^a3000g psi`. Bot Lt Bracing Full PV 3 End Em;,, 510000 psi Roof Dead Load DL 14.0 sf x 1.31 18.3 psf 18.3 psf PVDead Lead __-PY RL:.. 3 0;.sf ii 131 '3.9 Psf. Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Sndw,Loatl,i LLISLv'3 MO Dsf,. -x 0.63 1 x 0.35- - X32.1,11f_+__17_5=. .51. TbYdl`Load Gevo4mn LC `+i ABB$ sP 9 Notes: 1,Ps=CS*pf;C-of,Cs�Pv aper ASCE 7[F9ure 7-21 2.pf=0.7(Ce)(C,)(1,)Pg i CQ 0.9,G=1.1,1,1.0 'GoMemre J1i ids' V+'S `L115.X, .lb© „nJ '2, "k'"Y�i•:Aiand, GravityLoadingCheck 1474 si 1322 psi 0.90 Pass CALCULATION Of DESIGN WIND LOADS,-MP,2A ' ., Mtiuhtlri Plad�.Inftlrdtat)0H fN',_, Roofing Material Comp Roof PV aSystem Tape - SolanctySleekMountu- Spanning Vents No Standoff Attachment Hardware Camp Mount Type C Roof Slope 40� Rafter Spacing Framin T Direction Y-Y Rafters Fu'lin Spac nq" X X Purlins Only ;NA Tile Reveal Tile Roofs Only NA Tle,AttachixentSystem Tfle Roofs Cu[y, 'NA Standing Seam/Trap Spacing SM Seam Only NA M1alYdtD�'s)' WindDesign Code ASCE 7- OS Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph F g 6 1 appsu.Category .'C Maim` Gable Roof Fig.6-i1B/C/D-14A/8 - M�eSo Roof Nei ht h '25 ft ,M rJ !r=YLati Lil 7t}7 r s. Wind Pressure Exdposure K, 0.95 Table 6-3 Topographic Factor Ka 1;00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factof i__ _ i.0., 7ab1e 61 Velocity Pressure qn qh=0.00256(Kz)(Kxt)(Kd)(V^2)(1) Equation 6-15 20.6 sf f Ext.Pressure Coefficientt) U 6C a 0.95 .`,Fig,6-11B/C/D-14AX Extf,Presspre CoeHiolent Dqwn c „'q„88` f"g 6 4B c/o-1 AjB Desi n Wind Press p p=qi(GC) Equation 6-22 W1AilYressure u�� `— "r29;ix sT , Wind Pleasure Down"',' ALLOWABLE.STANDOFF:SPACINGS, '.. Max Allowable Standoff Spacing Landscape 64” L!j Max Allowable CantileveY Landscape X24 Standoff Cof garatim, Landscape Staggered Max Standoff Tributary Area Trb '" .17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Tactual. -3161bs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demantl/Ca ac DOR:`. 631% CAcholr.,.s r Y 1)TW btQn MaxAllowable Standoff Spacinq Portrait 48" 65" Max Allowable Cantilever Portrait:. '20' NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Till,:.' . -2211 PV Assembly Dead Load W-PV 3.0 psf NetWind Uplift at Standoff T-actual .-394 its Uplift Capacity of Standoff T-allow 500 Its Standoff Demand Ca ac DCR 787% STRUCTURE ANALYSIS"'LOAPINGStit4IMARY>ANDMEMBER CHECK'MP2B''' 1 t`iI MVZB '• 'dR"Y^Xryk'mb ;_ &di " w;� kafte�:Y'.:'�R€s ,r Overhan 1.16 ft Actual W 1.501, z na IRMOO +a:z r==& S an,1 11A74, iActualA:; Number of 5 a w/o Overhan 1 pan, Nominal Yes RQpf11[ MaFRnal'< Offi Roof 5 an 3 A;',.: < 13.8$n A2 Re-Roof No Span 4 5, 21.39 in.^3 Pt wood She thin ;es San 5 I " 98.93 in.14 Board Sheathing None Total Rake Span 16.10 ft TL Deffn Limit 120 Vaulted Ceiling ,No PV1'Start 776Tfp' �s; SPF Ceilin Finish 1/2"6 sum Board PV 1 End ].83 ft WoodGrade #2 RafterSlope "46" PV 2.Start Fe, 875 pi Raker SZ. 16"O.C. PV 2 End F, 135 psi PV3aStart 1400000 sl s Bot Lat Bracing At Supports PV 3 End Em 510000 psi ..sRPutRttcU.�t,, i'U fi2;<;",, .Imt�al„• .Rfte`It'Ad u68`:,}±..up YV:` <..'V_vArod3' ,';�r Roof Dead Load DL 11.0 sf x 1.31 14.9 sf 14.4 psf PVAeadLaad RV-DL 30."'Sf x'1.31, '39 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psi Live/SnAw,Loadl,, -'L%L'' 500 psf .,x0.65, 1 Q.35 ':32.5 �f„ 175 f, r j Td 1`oad, dvemn d'LC •S=d TL,': Notes:1.ps=Cs*pf,Cs noof,Cs-pv per ASCE 7[Figure 7-2]2,pf=0.7(Cj(Cv(Is)p,;C,_O.9,Q-1 1, a .,fT'IkSnBT�:e5i4n&uFrmaet•�d'i�'ND r au �;«.�:,:, ' a +is rd V8mid LO d4.6m4 `1.0,0 Gg5'emin}Anal ts. ,feta-lf�i5ainand, .�, >Pl3a.A:amand-�:Ket 6ravit Loadln Check 536 psi 446 psi 1 0.83 Pass CALCULATION OF DESIGN WIND LOADS-MP2B , E7ourttin.Plati"'Info a"F9q Roofing Matertal .Comp Roof Pv SysteilarCi nType Sosleeldim.l t^' Spanning Vents No StaridL(f'Attaa.e,t Hardware Comp MpgoG'f e C , Roof Slope 40. ftafter.Spac ng '16":D.C.' If, in T e/Direction Y-Y Rafters Pu"a Spdcing X X Purlins Only NA Tile Reveal Tile Roofs Only NA TIIe:AttBchment5ystem 'Tile Roofs OnN= Ni , Standin Seam/Trap Spacing SM Seam Only NA NkiYi D "n`-*rlk tva ti ....,�:�., ., .,. ,:,,, �,..�,; ..:, .K�'.= <,rw•„n;�, �,:; ,,,.,, WindDesign Code ASCE]OS Wind Design Method. PartlalWFully.Enclosed Method: Basic Wind Speed V 100 mph Fig.6-1 apbsUre Ystegary, -C`- ,Settlors 6 5 6.3 Roof Style Gable Roof Fig 6 118/C/D-14A/B Mean Roof Height f —h 25 ft ”Sechon 62. . , Wind P sure Exposure Ki 0 95 Table 6 3 Topographic Factor G, .1.00 Section 55.7 Wind Directionality Factor Ka 0.85 Table 6 4 Ia ottance Fac of ) X1.4 _ —Table 6-1 Velocity Pressure % qh=0.00256(Ka)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 ipsf nd-P e55 Ext.Pressure Coefficient U G -0.95 rig.6.118/C/o-14A/B ExGRressure CpefhbleRt down. C'oma. ,`:D 88 ,fjg 6x19/CJD AA/9 - Design Wind Pressure p p=qn(GC) Equation 6-22 Wind Press une Dbuvn,. 0 6f.., ALLOWABLE STANDOFF;SPACINGS`> 9(Din�p iOPf L .;Y,=0 5ndt[ign.', Max Allowable Standoff Spacing Landscape 64 39" Maz Allowable Cantilever Landscape' 24' NA Standoff Confi uration Landscape Staggered Maz Standoff Tributary Area Trip '.17 sf PV Assembly Dead Load W-PV 3.0 psf Net.Wind Upl ft at Standoff Tactual.:' -3161bs Uplift Capacity of Standoff Tall ow 5001bs Standoff Demand/Caaacltv DCR f:631% _ r X�U,i?egt7bp ^:',S i'�Djfdcpon'"' Max Allowable Standoff Spacing Portrait 98" 65" Max Allowable Cantilever Poftrait 20' NA StandofFConfi uration Portrait Staggered _ Max Standoff Tributary Area Tnb :.22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T actual`: --394 Its Uplift Capacity of Standoff T-allow 500 lbs Sta ndoff Demand Ca ac DCR '787% STRUCTI RE ANALYSIS-LOADING SUMMARY AND,MEMOi E CHECK-:-MP3 , . t ,r htgmbergraRs�re:v�uflllifafy �,.,, ::r�v�.. m ;� y'di`f Ari"r�h1a"Mthe,: '+355 ,;;4 "7RItn'4u s 1 MP3 Overhan 1.16 ft Actual W 1.501, r~H�4AY3 �. iN4Prb ktz.e "a.l.�. s an , 11.29 ft 'Actual a ~9,25! " Number of 5 a We Overhang) 1 San 2 Nominal Yes Ruohn'MateiaLr C—P Roof , 5 an"3 Re-Roof Nc Span 4 S. 21.39 in.13 Pl Wood 5heathin Yes $anis- I.", k 98:04n.?4= Board Sheathing None Total Rake Span 16.25 ft TL Defl'n Limit 120 ViPlfed,Ceikh Yes,,,, , ,v PV SSfart _'9:00ft Wa d3PRrie5 ,`i; SRF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.67 ft Wood Grade #2 Rafte"r SIoPe 40°" PV 2=Start Fe 875'pi Rafter S acin 16"O.C. PV 2 End F„ 135 psi Yo'•Lat ROCKY Full P _3-Start" ,E' :1,21400000 sI '7 Bot Lat Bracing Full 11121 End Em�� 510000 psi .'fir,,,>.ffohf,Beteh.,,, ,1B,L's2i .; ?„ikdhPaT.s<,.:r�rtc13 3t:•KNBds Ar'd'ds.r;; =Py greds4'„zt Roof Dead Load DL 14.0 psf x 1.31 18.3 psf 18.3sf PVAea'd Load' PV-DL' 3.0"'sF`, x'-AM, '39 Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Lf�ie B Pw,Lo tl.i. LL/SL, ?$0,0.' f x b.65 x 0.35- ;v32,$ sf, �� 17.5 f 'Cd. I"Load`�So1'dYo h C'; Notes:1,ps=C.Pf,Cs-roof,Cs-pv per ASCE 7[figure 7-2]2.pf=0.7(Q(C,)(Tj P9;aCe-0.9,Cr=1,1,1,1.0 YroVh m' �y.. L, ,.2 .aW#5 1xii5,sM "a'. 1Gpty81,»T5`:CoaL link u`s r,`.,.... Pre-Pv:deiSaBH !�`,.;;.... ? RdaRFPWRa arr ,Y�..;•a -P,.. ,�"".s�,. Gravity Loading Check 595 psi 470 psi 0.79 1 Pass CALCULATION OF DESIGN WIND:LOAD$-MP3, Mount'"Pazrtiiilnfortltafiun ` � Roofing Mater al Comp Roof PUSystem TYPE S1 SolarCltyIsleekMomr- a Spann ng Vents No Standoff Attachment'Hardware Comp Mo"u0(T'e'C' _ Roof Slope 40° Rafter Spacing Fra"'U2 in T e Direction _ Y-Y Rafters Puri n Spacing; '%X Purl ns only ±NA' Tile Reveal Tile Roofs" nly NA Tine Attaphment System The Roofs Only -NA , Standin Seam/Trap5,um/Trap Spacing SM Seam Only NA do Wind DDesign e,ign Code ASCE 7 OS Wind Design Method Partially/Fully:Encfased Method Basic Wind Speed V 100 mph Fig.6-1 Exposure Category ',"'C-;. SecLon 65 6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/a Mean Roof HeRil h :25'ft",- j. Settion 6.2 XiF n riiFCa 'u tial, Wind Pressure Exposure K� w095 Table G3 Topographic Factor. K,r :1.00 Section 657'.: WindDirectionality Factor Ka 0.65 Tame 6-4 ]in ortance Factol3.., ^ I _ ,;T o ,tZe 6-1, Velocity Pressure qu qh=0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 puaf 'li'dRrx5s0 . EXt P sure COeffCent U GC a -095 Fig,6-11B/C/D-19A/B Ek{.Rressure`Coi'(h'cient Ffg 6=316/C/D39A/6 Desi n W intl Pressure p p=q„(GC) Equation 6-22 SNind iressur✓3 id'T, '"u i ,`,,.-i9 6.Psf, WinBPreaSdi,,OWn.. '14,P sf ALCOWABLESTANDOFF SPACINGS:' -tI1 eclron', n-------Rc2ton Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape -:24 NA Sta d[f C nflgpThan _ Landscape Staggered Max StandofFT ibufery Area Trlb ''17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at5tandoff T-actual 316 lbs Uplift Capacity of Standoff T-allow 500 Ibis Standoff Deragad/Carracity DCR 63.1% 3jdljrectAonr V Dueati Y1 Max Allowable Standoff Spacing Portrait 40" 65" Max Allowable Cantilever Portrait 20 NA Standoff Conf oration Portrait Stagg ed Max Standoff Tributary Area Trib 3.0' p, PV Assembly Dead Loatl W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 394 lits Uplift Capacity of Standoff T-allow 5001bs Standoff Denumd/cpaidt, DCR 787% D—Slgn Envelope ID'.635B3A35 5840 4EEA-BEFO-5D7809F3206E solarcity I PPA er NanPnd Ad,i— tallat ChristopherConway 137 Wayland Cir 11/16/2015 137 W eyland Or North Andover,MA 01845 North Andover,MA 01845 He. the key t rr-of your Pwer Punhasc g—ment 0 12.00C 20yrs System,ns la,on cos, t! ff Ry rate gN ItWh Ag `1t f131 I cc rc In t al hey t al Fere os The Sc larfiety promise •Weguaranteethat fyou sell your Home,the buyerwill qualifyto assuneyour Agreement. lr,,elhPrP •We warrant all of our roofing work. os •We restore your roof at the end of the Agreement we warrant,i nsur e,m a'mai n a nd repair the System •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 w II never increa,,by more than 2.90%peryeau ' •The pricing In this Agreement 1s valid for 30 days after 11/16/2015 Your S lar0ty l Purchase Agreement Details Your Chocesatthe End ofthelnitial Optionsfor5ystem Purchase: Amount due at contractsgnng xr Term o At certain time,,as specfed in $6 3A •SolarC ty will remove the System at no the Agreement,you may 9 cost to you. purchase the System. Est amount due at installation $0 •You can upgrade to a new System with •These opt ons apply during the 20 thel t_t solar technology under a new year term of our Agreement and Est.amount due at building inspecton rant act. not beyond that term SO o You may purchase the System from Est first year production Sol"C'ty for fair market value as 8,080 kWh specified in the Agreement. .You may renew this Agreement for up to ten(10)years in two(2)five(5)year increments. 3055 Cie.,on—Way,San Mateo,CA 94402 1 R8R.7O5.24Y>c) I sblarch yxom —6255 P—1,—Ar r—,---e.11,1--ber 11,zms sArU erA—,P"t /_1136 d AHI/ / ❑,Y❑ pYr gl ole ty p ion,All esht,R--d 0 DocuSign E-slOPe 10:635B3A35-5840-4EEA-BEFO-5D1809F3206E 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 l acknowledge that l have recewcal TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT.SEE EXHIBIT I-THE ATTACHED NOTICE OF CANCELLATION FORM FORAN Customer's Name:Christopher Conway EXPLANATION OFTHIS RIGHT. 24.ADDITIONAL RIGHTSTOCANCEL. a eey: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL Signature: �`/� THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL THIS PPAAT NO COSTAT ANYTIME PRIOR TO Date: 11/16/2015 COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25.Pricing The pricing in this PPA Is valid for 30 days after 11/16/2015.If you don't sign this PPA and return it to us Customer's Name: n or prior to 30 days after 11/16/2015,SolarCity reserves the right to reject this PPA unless you agree to our then Signature: current pricing. Date. Power Purchase Agreement SolarCity approved Signature'. Lyndon Rive,CEO Date: 11/16/2015 r . 0 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. CONIC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGD 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 MULTINRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE ANDSYSTEM PER ART.210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART.250.97,250.92(B). ISO SHORT CIRCUIT CURRENT 7. DC CONDUCTORSEITHER 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 3R NEMA 3R,RAINTIGHT PVI COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES ai heeisEAttached DIAGRAM 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 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEE SOLAR REV BY DATE COMMENTS AHJ: North Andover UTILITY:National Grid USA(Massachusetts Electric) vRBBSE-HE oESNOPTON: BEET AL-RE TBE UAnw RNINFINRE aDB xuuxEn. EJB-)831 42 00 Thremaine Johnson � ;SoiarCity. coHrnlERI- E BEusedForeIHE CONWAY, CHRISTOPHER CONWAY RESIDENCE BENEFIT OF ANYONE DODEFT SOLAROIIY No, HED"He SISI[11', NOR SH4E IT BE DlScrosED Ix."'oe IN Comp Mount Type C 137 WEYLAND CIR 6.76 KW PV ARRAY PART TO DNTSIDE DONEDFON MR, NORTH ANDOVER, MA 01845 PART TO ME NOT m RE NnnaN TI, za a Bn NmlaaB z,urn n RE FAR 'SEOF THE SESPeTVE (26)TRINA SOLAR#TSM-260P005.18 ancE NAME: refs DAre, s�.Naneao�gi,MA Bnsz SOORLARDI oieEavlsauaanixauT THE VATT°a IxviRTER, 978 688-1505 APV 1 11/19/2015 (eee)-s«�av(isszaeBjA.)E—El SOLAREDGE SE6000A-USOOOSNR2 COVER SHEET PITCH:40 ARRAY PITCH:40 MPI AZIMUTH:221 ARRAY AZIMUTH:221 MATERIAL:Comp Shingle STORY:2 Stories PITCH:40 ARRAY PITCH:40 MP2 AZIMUTH:131 ARRAY AZIMUTH:131 MATERIAL:Comp Shingle STORY:2 Stories 137 Weyland Cir PITCH:40 ARRAY PITCH:40 MP3 AZIMUTH:221 ARRAY AZIMUTH:221 MATERIAL:Comp Shingle STORY:2 Stories (E)DRIVEWAY Front Of House M AC 0 V LEGEND J (E)UTILITY METER&WARNING LABEL INVERTER W/INTEGRATED DC DISCO &WARNING LABELS DC DISCONNECT&WARNING LABELS �I AC DISCONNECT&WARNING LABELS 1 DC JUNCTION/COMBINER BOX&LABELS n = mp DISTRIBUTION PANEL&LABELS T U PURE F LOAD CENTER&WARNING LABELS D B ZN OF� DEDICATED PV SYSTEM METER WILLWAA, STANDOFF LOCATIONS A CONDUIT RUN ON EXTERIOR INTERIOR R "gr, �IarEt�ap GATE/FENCE Al O HEAT PRODUCING VENTS ARE RED Digitally signed by _ INTERIOR EQUIPMENT IS DASHED William A.Eldredge Jr. Data:2015."." SITE PLAN 10:46:40-05'00' �`— E, 4,�Adi1�Y^o�.CB&SIGNED Scale:3/32"=1' E'4. (yJ��`x'>() R STRUC'TU AL ONLY01' lo' 21' M e —HENTAL-THE INFLMtNATCN HEREIN aw NuuaFx. iJ B-0183142 00 IREuisE a— LoOnmE, T.TuNEo SHALL NOT eE useO FOR TE CONWAY, CHRISTOPHER CONWAY RESIDENCE OThromaine Johnson ®'vN ��r�l�� BENEFIT OF ANYONE ETXSl ED FOR INC.. MWNPNC$YSIEN: NOR SHALL IT BE HttOSEa IN—E OR IN comp Mount T pe c 137 WEYLAND CIR 6.76 KW PV ARRAY �i� O TOIEN,E ON"'IDS THE REavlExrs NORTH ANDOVER, MA 01845 OR 0)OFFS.S ON D CONNECTION M'S Com THE SALE AND USE of THE RIME VE (26)TRINA SOLAR k TSM-260PD05.18 i aA ogsz U! ,It EOOIPNENi,ITNIT 11 WRITTEN I.RR. FACE NANe SxEET NCV: z4 SHE Marlin ��� ERlnissloN OF soLAREaTV INc soLAREDCE se600DA-us000sNR2 (978) 688-1505 SITE PLAN PV 2 On/1s/2Dis cNaa�sa�O;,r ass-zN)(S�)"�'°. (E)COLLAR BE (EJ KNEE WALL S1 S1 4" (E)LBW - (E)LBW U SIDE VIEW OF MP1 NTs p SIDE VIEW OF MP2A NTS MPl XS HOlnOoDL Al, MP2A HS' 1 20" rreaeD cceaeD n 2zt0 ZO @ l6`OC IwY ova. 21111-OC O El 2x8 @16"OC 7�� ze @16"OC (E)COLLAR TIE (E)KNEE WALL �y<N OF1,yle_ SL 4LBW MVI AMA. klDREM Mn sm? q CAAIe^ O (E)LBW SIDE VIEW OF MP2B NITS o-�tG'I AMSTIFI A", 811 SIDE VIEW OF MP3 N s MP26 x-sPAC1NG X-CANnLEVER-FACING Y- MP3 X-SPACING xCAEPER Y-SPACING Y- NOTES LANDSCAPE 69" 29" AGGERED LANDSCAPE 64" 24'. R STAGGERED 48" 20" PsELL.I' 48" 2o" R 2x10 @ 16"OC ROOF AZI t31 PITCH 90 STORIES:2 R 2X10 @ 16"OC ROOF AZI 221 PITCH 40 STORIES:2 ARRAY A21 131 PIICH 90 ARRAY AZI 221'PITCH 90 C.1E 2x8 @16"OC Comp Shingle C.1. 2X10 @16"OC Comp Shingle JB-0183142 00 PREMiSE0 Ek BESGtl1— DESIGN CONOOENDAS-DIE TNfDRMATpY HEREIN ,MIB NOMBIX =\Atn COUTAINED BE BUD POR ME CONWAY, CHRISTOPHER CONWAY RESIDENCE Thremaine Johnson SolarCity, SENEm Or ANYONE EXCEPT SPLICITY INC., NEONDNC SYSTEk J `7' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN comp Mount type c 137 WEYLAND CIR 6.76 KW PV ARRAY PIT 11 OTHERS ODTEDE TIE RE—Urs MDDUIEs NORTH ANDOVER, MA 01845 aacw¢AnON.EXCEPT IN EDNNECDON MURK za s Manor wive Bwem z uml n THE SALE AND USE w THE RESPECTW (26)TRINA SOLAR#TSM-260PDO5.18 ACE NAME REv DATt: Man6 Hn,MA an5i - CIIY EWIPNENT,VAiH00T THE WRNTEN N1hR1EA: (650)6.18-1018 F:(65D)Ss"C18 rEeMisSON Ca soLAncnY we soLAREocE sesOooA—us000sNR2 (978) 688-1505 PSTRUCTURAL VIEWS PV 3 11/19/2015 (SHM-SD CHY(1M5-1489).w„ UPLIFT CALCULATIONS PV MODULE SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. 5/16"BOLT WITH LOCK INSTALLATION ORDER &FENDER WASHERS 1 LOCATE RAFTER,MARK HOLE ZEP LEVELING FOOT () LOCATION,AND DRILL PILOT ZEP ARRAY SKIRT (6) ZEP COMP MOUNT C HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. (E)COMP.SHINGLE (1) (4) PLACE MOUNT. (E)ROOF DECKING (2) u INSTALL LAG BOLT'MTH 5/16"DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (8) BOLT&WASHERS. (2-1/2"EMBED,MIN) (E)RAFTER STANDOFF \/ Scale:1 1/2"=V JB-0183142 00 PREMNE° " CONFIDENTIAL-THE NOT UAn'N HERHN Jm NUNBfk ERptlPnON: pE9LN: CONFIDENT SHAm NOT NE GEED TpR THE CONWAY, CHRISTOPHER ®�1t, (' BENEFIT'S ANYONE EKEPT—ECm INC., MCONn S1STEN. CONWAY RESIDENCE Thremaine Johnson m-`�®iaf lty STm IT BE DISCLOSE'w YMOLE'R IN comp Moont T pe C 137 WEYLAND CIR 6.76 KW PV ARRAY i�S oRO OTHERS."IFE THE RECIPIENYS cnN¢AnpN.-IPT IN C'NNE"'N TMTN moms: NORTH ANDOVER, MA 01845 THE SALE AND USE of THE RESPECnVE M(26)TRINA SOLAR TSM-260PD05.18 xa SE Mone w,ro,e�neAg z,wR n SOLARCHY ET'IPMENT,1NUUAI THE IMITTEN PAGE NAME: 91EET 'Alf: o aw FAA(01752 PERMISSUON OF-Off INC ISOLAREDGE SE6000A—US000SNR2 (978) 688-1505 UPLIFT CALCULATIONS PV 4 /ts/zms BBe ts��°1n;r(s1:<aN`°;.;da,°,a GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND(N)#8 DEC TO TWO(N)GROUND Panel Number:C3030MB1200 Inv 1:DC Ungrounded INV I-(1)SOLAREDGE k5E6000A-USOOOSN.1 LABEL:A -(26)TRINA SOLAR U TSM-260PDO5.18 GEN#168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:13444979 Tie-In:Supply Side COnnect'IOn Inverter;60151" 0 0W,240V,97.59.;w Unifetl Disco and 2B,RGM,AFCI PV Module; OW,236.9W PTC,40MM,Black Frame,H4,ZIP,1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc:38.2 Vpmax: 30.6 INV 3 Iso AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER ((E))20DA MAIN SERVICE PANEL (E)20OA/2P MAIN CIRCUIT BREAKER (E)WIRING BRYANT Inverter 1 oad Cent Ler CUTLER-HAMMER 20OA/2P 4 Disconnect 3 SOLAREDGEoc� A 35A/2P SE6000A-USOOOSNR2 EC. ----2;1x15 - l9 do -------------------- ------------- (E)LDnnS or MP2,MP3:1x11 I caro ------------tJ (I)Cenduit Kit;3/4'EMT TO 120/240V SINGLE PHASE JAUTY SERMCE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc*=MAX VOC AT MIN TEMP POI (z)LTuyygtl FoD A (,)BRYAN N 6R46n25SGP PV (26)Sa1AREOGE pP30o-2N 5 5/6.1 Cww// Lood Center.E1R25A 120/240V,NfMA i AC PowerBox Optimizer,JO�W,H4,DC to DG,ZEP DC -(2)i lnspR�ioP P4ertn gconnectar'.Main 4/0-4.Tap 6-,4 -(1)MIDE F!"M/Nf It 235 s nd (,)AWG N6,sdia Bore Capper S SUPPLY SIDE CONNECTION.DISCONNECTING MEANS SHALL BE SUITABLE B (1)EMrR-HAMMER N Oc222URB -(,)Ground read;5/6'x e',copper AS SERMCE EQUIPMENT AND SHALL BE RAZED PER NEC. Oieconnect;60A,240Voc,Non-Fuei6le,NEMA 3R -(f)WItER-HAMMER�'DSIODND Y(a (N)ARRAY GROUND PER 69(.47(D).NOTE:PER EXCEPTION NO.2,ADDITIONAL craves a tree I; o-look,ml Duty c) ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF(E)ELECTRODE IE�Tu'��I AWL N6,MWN-z elaca ____._-- -.-- .-_- f Al N6.M ,2.RB- IT(3)Awc NO,pv."600v,.lark voCx=50D VDC uc=15 ADC N6 THWN 2 Red OIaF(1)AWC NB MVM 2,Red OI'oF(1)AWG N6 Solid Bo C p,EGO V p 350 VDC I p 11 ADC (I)AWL N6 THNN 2 MOD, NEUMAL VOM 240 VAC Imp=25 AAC I:l(1I—NIO,THWN-2,Wn to NEUTRAL Vmp 240 VAC [mp 25 AAC Il::ll()Cmd 1 11;3/4 Cut )AWG N6,,$olid B.",Co➢per GEC {1)Goodall HT1;3/4'EMi -(I)AWL NB IHWN Z.,Gre„,EGC/GEC,-(i)Cmtlull Kt,,3/4'EMT I�T(2)AWG N0 PV Mr.600V,elozk 500 VDC -15 ADC O I`oF()AWG N6 solid 8mecopper EGC Vmp=350 VDC imp 807 ADC „.(1)Coedul Kilt.3/4'EMT ......... ......... .. '.. CONDOEM L-THE INFORMATION HEREIN d66 NUMBER 1 PREMISE med, CIRPSPTION: A. m SHALL NOT BE USED FOR ME ����� oo =\`!rC BENEFIT OF ANYGNE E-7 s)LAR—mr, Moaenec srsMM: CONWAY, CHRISTOPHER CONWAY RESIDENCE Thremaine Johnson ,.vJoiarCity. xoR sxku IT HE oisaoseD IN WHDLE aR IN cam Mouot T e c 137 WEYLAND CIR 6.76 KW PV ARRAY PART To OTHERS gHSIOE ME RECIPIENrs P oecANlunav,ExcEPT Ix cnNNEcnax N1M MOOD. NORTH ANDOVER, MA 01845 za st.Mo,ua 6n n.6mIaIa9 z.wn u ME SALE AND usE of Mf RfsPEcnvE (26)TRNA SOLAR#TSM-260PD05.18 M afi uA m tt EWIPMExT,X1MWT ME Nfl1— lfR1ER PAGE NYIE�. SKEET: 0" DATE: �(650)636-1030�F:(65x)636-1x49 vERuisvoN GF 6oLARcnY wG. soLAREDCE sesOooA—usOoasNRz (9 78) 688-1505 THREE LINE DIAGRAM PV 5 11/19/2015 (66aj-5aL-GItt(765-4469)... ®e o •e • ' •,r Label Location: ! Label Location: Label Location: (C)(CB) (AC)(POI) EM (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 14'll`. Label Location: Label Location: (POI) (DC)(INV) Per Code: Per Code: NEC 690.17.4;NEC 690.54 NEC 690.53 Label Location: s® (DC)(INV) Per Code: NEC 690.5(0) Label Location: ® (POI) Per Code: NEC 690.64.8.4 Label Location: ® (DC)(CB) Per Code: Label Location: NEC 690.17(4) e ® (D)(POI) Per Cade: NEC 690.64.B.4 Label Location: e (POI) Per Code: Label Location: NEC 690.64.8.7 0 ®y ® (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):Invert (AC)POI) or With Integrated DC Disconnect ( Per Code: (LC):Load Center NEC 690.54 (M):Utility Meter (POI):Point of Interconnection no,"" L-ME I"'MATON HEREIN CONTAINED SHALL NOT BE USED Fpt v rr THE BFNEnt m ANYLYlE E%CEPi'CLAN INE INC.,NDR SHALL li BE DISCLOSE �r .3055 cla�rvlew way TALEFT IN_Cur OR IN PARI TO C--S CUTS IDF 1NE RECIPIENT'S ORCANIZAlION, Label$et \`pw` //�� TS'.1 IN FUNNEC11�Y INTH THE SALE ANO USE Or THE RESPECTIVE ,tl®Iq �� o fsea)-SOLim1555-iae5)www.wlarzay.�an SCLAB_EQUIPMENT,ButSET THE WRITTEN PERMISSION Or sous nT INC. a `�'SDdfClty Zi PV Mounting Technology '�"SDIdfClty ®pSotar Next-Level PV Mounting Technology ® Zi System components for composton shingle roofs T �Y A Leveling Fool Pade58na Ei _ Llsletl oUL0.6] WO Comp Mount Pad No.85x1362 Usted IO L25B2 Mounting Block Llstetl to UL 2703 O� PV—Ong I' f mP t' M1'91 Bumf '2 Warks with vilZ pC p kbl M-1- An, tlAuto bond gUL-listed hard, les skuctu nd elects cal bond Zep Sy—has a UL 1703 Class"A"Fire Rating when installetl using modules ham any manufacturer certified as`Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip U�LISiFB Specifications Pad No8W-1388 Pad No.85x1511 u5n1448 LI51etl IC UL 2]83 Llsled to UL46]entl UL 2]03 Listed to UL1665 . • Installsinporl,pp,rt,la,dscapeorientatiens • Zep System supports motlule -tl rpiku d u.,ll pt 50 pst per UL 1703 W'ntltumel g=d,eASCE]85 tl]10 tad d • Zep System ground's SCE UL1 dt UL>03 dUL 0.67 • Zep System bond ng protluct UL I— UL 2703 • From—for spans up k,72 tl tI ors upl 24 Zep w,management products l'stetl to UL 1565 for w re postop ng devices • Attachment method UL listed to UL'2562 for Wind riv Rair Array Skirt,Grip,End Caps Pan—3868113,8584421, 858-100 AW1467 zepsolar.eom zepsolareom Llsletl to UL1585 ly"I ss wlelY renN�m ,r IIY solarm®r solar- a®`u- solarEdge Power Optimizer Module Add-On for North America P300/P350/P400 SolarEdge Power Optimizer Module Add-On For North America _... 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