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Building Permit # 4/21/2015
%AORTF, IJIL I PERMIT 01 TOLD a 0� TOWN OF NORTH ANDOVER ° t APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: CHUS IMPORTANT: Applicant must complete all items on this 2age 5 / . CATI©N 54„Thi file Road North,Andouer :MA 01.84 PROPERTY ro; /TjJ,i,— MAP NO: ;,,i, PARCEL tNING C71: TI1T, F#Mtprrc,Qistr�ct;,,, I</Iach” ' Shap TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building x One family ❑Addition ❑Two or more family ❑ Industrial IR Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other „ _,Q,/Septic o'Well ❑ Floodplain O Wetlands ❑ Watershed District C]:INatet%S: wer Installing 23 PV solar panels on the south facing roofs j 5 Identification Please Type or Print Clearly) OWNER: Name: Amil Patel Phone:978-685-1607 Address: 54 Thistle Road P one: d TR CTQR Name h 78.1 ,373;=3263' Sunla fi Sola Ener % Inc gh 0Y ��/i///%//////%%%%iaia�i v/„o/%/ ';, „a c ,i,,/i„> ii„„ ,,. „, iii,•r ,,,, „i %% /i/i r//�///��j�/ W 245• O �, �//i���� ��i� / �/„ �; ��� � ,, ,,,��� „/iii ,v /; ,�•% J ��/ r ;, / tru pion L e n e. E 1ese,, , Chnafio ,her,M HIdrt , , ,, • p, ff, Ex ,; D,afie. „ E=rNer ,, ng 1„ 2 ,14,,, ARCHITECT/ENGINEER EAH Structural Consulting Phone: 978-406-8921 Address: 35 Kendail Court Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST EASED ON$125.00 PER S.F. Total Project Cost: $ 26 726.00 FEE: $ p Check No.: ` 1 Receipt No.: 60 NOTE: Persons contracting with unregistered contractors do not have werss to the gu ranty fund 61 Signature of Agent/OwnerCL►. Signature of contra r tkORTH T f2 E ndover ® * -t h ver, Mass, COC HIC"RW.CK RATED S V - BOARD OF HEALTH Food/Kitchen PER.. M LD Septic System THIS CERTIFIES THAT ....... L.11.......... ... . �........ .... BUILDING INSPECTOR ........... ttII 6.&XAAeA.! .............................. ..........has permission to erect . buildings on 't.... .............. Foundation ....... Rough ... to be occupied as ........... .. .......... .. ..�........ �10.�.......................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations voids this Permit. Rough Final PERMIT EXPIRES I 6 ® ELECTRICAL INSPECTOR . UNLESS C TR CTION Rough Service .............................. ............. ........................ Final BUILDING INSPECTOR GAS INSPECTOR ccupancy Permit Required to Occupy Ruildin Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. 1/20/2015 I'=tarri7aseagreenlent 1.1fxj Custom r laud h egreen3 gent EarrrfrataVaa c9tUrtdlattrtnt 2a1 1°trwr Yiaar _—_...._,flrtrr tfrw ? kuar GC11 a a Waltham MA 02463 phoriet 78,1-373-3263,tax 781-996-308454 Thane JCc ......._....... -.. _.,.,_..,_ CAty Str Zip _ .. aY1h ArnJrrvar atallarir�rr A<Sd raa —. .., 4 ridY^rWe i2c Gip�ft _.. .City Stew . P61un,bata Nuri9"nlarreicatrad MA 01845 .. . _. i(Y3 C9a4 fC?CY r11 p1 a0n'.$Jif 9 M YmYakwfCJ, r �97ar.,(.ort, .....,�,....._.,,,.., .. Nea adb(rh arch' (a 66 frha rt .. C7}fc4a Irhrn.irae E n°rmiY awdcinms _ (Vtlarroufar tarrar Moafarl ddlJill r Tota Watts 'alllpar�'apq�,l � --.1---.-------� � _ ......__. ,J9 6+7w9(1 zlarFn rw -..... _....... SE 7ft,vtlr ..Us CJpfimuzb ew' ,rslaef.n r, nC nz 23 Ma tanrr Sary SREC fE w, Ae near rows nlrarLa. b Rar €fr uY .warvp aar ., �, radasYd n f - I c,rra„ ori�^r awa AYktlu RwwJrreadY rr� � .. `Lr^tttlpG fa dJY.F,rYu^nxhmr TW asrb,w4r tiu.r��^,yoty w xu w..�».,,.�..._ W w,ww ,Pv, �daaW T I reed bF6 v d n wx,�� ettmay,y fFr^wxt:nrrr .drarrwra:a� ,, ,rrr 31abr Uunrnw �`14Y�pY6 e Vy au'P;2,rvnha m,r'rrrr.vv, Ori taut t4 waxflxr.ar v ycY�Sr J ^o,urvrC,v uupaw fry hevdramrsrr,+etavn rrm)nr artw4l w'kr b ""i.thisro;,tttd C�a4 f2QP3A"T" ALC k Lp Ydt Nra Latrrr Marr RoUate(fro,n tide MOSSO'C r r arwwbr aitrr Ss>lar pCese aCa) "M1r)Pp la nY lt9wr rwshdmwµcanaVrsvS(,rPm i,.wdt rew C'¢ tr ra """„ "'"'"", "`""_...„^"^'°..•...^_^ •,•. -_.....__ ,..........,.�._. .. -____ �$1^."�.°�1 Ot7 +rµpreW4l ;a.o 4h+JzarC aL 1IYA yun rS f M rt.1,mf f`.f e91(y}b� °� i 3caL.Art Nt4]tlfF rtATdu rxercarrrC I'csrC.tWnt ha"f8a N,& iIC C1r�kwr�rtat[ Total Salat keaaurem l'mcVYr7a�r(prohti n,ul ^1&df rewta^c4e aavwYaara aPkOw 4rrariiavq.Cdr and arrar,taRra r) `�"."".."�..— 82,CJCNX TIPA°mCroC3f�Rd C)N ___._._.._,, �..wCh.�.dfC,ea,=7A�r14cPccvJ_�ttth�eaet,paf YpamntrnCtsyrarCrbb'utb:h traa_a rr___._.., ., _,,,_,M,,_N.i4 arudtnizasv FiScM1n 3.rvaxry_oww {uat^xnC8r .. _r...... a.m_r..,.r Uut..*c...¢a?61rSriPrSJ�G9bCprC7Hiw3t Na drFdC. wtv,q.r.,rcn,_< u w.3D a wa.tr'vyfr�pA .. t_, y j,411M Srar No 22 F3027 3y 600 $114 12 7J_ r47� -., �^ 680 20 y $1?2 _ a4 3bu 664 ver Vaar AaorT-tala ^. $66 yfw itj1�f 'kawr arrwrpy presn(ae�4:rwru w�Y(Pkt+sftq a.awuntd rw'-�"ry b;-rrm���a+w ma mdddiis tori eaw r7av am.�t,n ernmerw�tma"�-., ,-, " "VCVarby W'd rT o,W�Cy ICAAN s"ar t warYeRcu¢t¢, •u C'NIates cda.aarp,u+rCtvaturn 1" +y"w,wPa Vfu mm+aw:n�;; ras,u!rvrmr t:.:ma7rnivarw ... ------- ...._......---...—� 7x %Sr,tntd f5V�Cilur Ft lswv ure r, ws tiJ{'X f nt vvf"ter";?yrw„wu t�Jw�^'r"vA�r'mw�[n!mao,x a m aaaa:ourn r er�w;,7aua�nrwrlIry,a aarI AM to Wurtr9o;,t at caxnmrrtt pVra;�gr Pmr w.rpVat 7rrdn sbGap raerxvraabpr �f21f E:IIUFOW"tM i�fau.raf Inv4wrtemr _ ._ . 4:c, mmac lialarrcrsor ...,. _-.._. .._. yaCamm� daa,.L�a wralarrtrrinrrrerb5kr%aaa vrrwa. .aron�4rasB 4�u4rrdCp lrrwxrakwor^a rJ4a;rbe,rYasr.Rm hCYgs:/l111xill,ga'x7t,11k ccrYrltw_r1„r,slrrw�riV-f;Catirf.._f1rr;7k-�r��79ra¢t,r'rla�rr.k?r�Y.`•f�J (�7fti°^t4wdwidlrti r„).Y�n�-�Ka"i lfYa,rr�� oYhrh�n7v..r!4°Fft9f;lYffiri(xbtc�._. S7S;Ck7C�`6�ry-v._C;G3N0\sf�rPvl�Ci7Y'7`tvu . 1l'1 112012015 Purchase agreranent 2,JP LsUa 82 13tl g8 hAcrri rirrpt I rarm to dill Irrota.rc orarra„t awry � � ��� �.�� 5374 16 _.... _... __ .... _µ._ l�rtlit netl;et3�f& ._____�_,_...._. ..____.__,,.gip 00 T"C9TA INSTAt.LE Ci PI1j1,-u.Lafora retrht $292p,T28 dJ REDAT ANiC3UftToto ta4 eu<atractzd Custrorner�undersbinds friar the rebase anvaanl abONO Is an esttmatw ranry. Cusstanrar and Instailar agree that this agrrsamena is not vatld small the Massachusetts glean Energy Carrier thlaassCEC)a Crrmmcznwvaaialr ficnar anti es custamer and insitAll0r Witt'a rabble apgrrewal letter confirming the correct rebats ariosnt. i. TOTAL CUSTOMER _,. _ Ct1f3TCSkMER PAYfAE9f T SChiE[1tJ.E OMERINV 9StMENT(aftersubtractingrebate) � r�T6.I�Q _ _ . C:!/S AMFR AGRFES TO MAKE PAY ENT-5 AS!OLLOWV5 Natal Following Payment f"arrroa,Are C.norrop9sted Using lgroonSky Fdnanding,Y✓ellent ds NOtApPirivocitlyroarriano Vold First 2'Terrna CJurrrpleted Ustrig 18 Month Portion Of Loan CustOintif Payrt initial'Terin Upon Acceptance of this Agreardent.^ l.rr,,ra,'t¢n es rh¢ar drn etvfn:asrt m dor,n,liw,,mcm ra,t farad tv, Ihw r:ortr r t,,I t,, r,drfeurc bgim iyr,ur,nor c,wc"„d th,gleata°¢or'trw one-lhlyd offlw uwr al coniracr p;ulr.w e,r Orr rice I. ucna,al deft of anyspecial egwrhl c° for crurwm rnadr,malarilr r,D r rrrrst roe^apecuX (rratefeciArt advrana:r,Ia MOO the canrtrlcnnn ChMute Sgt oral aerria.irr.lrae c volar prenws �1 rvrrr^'a k,rrnrl wtorp¢y.+rnta.Ar"u t6ard ur Irr e t cif 0,P rr,�lihim v m'Im aa^cr,a or frrr at rr(rsnrrit iafabse init al Here $4,321 50 Castes r pays Second'Tornt Upon Receiving Initiat Engineering Report. PLEASE remit directly to that Oregon office located at:5o SE Scott St 013 Bond OR 97702, 1'141161 111`ai Here $4,321,50 Final Terro Completed Using 12 Yost Portion Of Loan Custoroor pays final Terni Upon Completion of J-.1"tri r Inspecnen^^, III@at)It. t hr i,r hglrp,N r,ur t"V r,e a'c n)A.dar"i r,a,wrnej 4, Y Vie ll akkhr it& I t AIA Iprofxe�timnw ern lake 1-4 r,,eks iaftwrr rrraaatlt»mare,il rtrrrtarnr k NAoic gr+sir+;r 411-1 of to turn fire nark 64 wr:nl rrry pease InunI Here $16,833.00 • fid r+I—.r ,L ryI, ._ �I'rro r+a0a11aE ria c+ vu -�W r,.a¢'ae!er1 n mz w. i Irosraxat l{arWn4t k+ki 14 Cxxb":SYYn4kr CWI'suXtlY a f Hl 69 YLtlbkN'i r r'd'Yb l%Ilt�F C, r'm 4:PDrY r'I NO"YNp9a tl M1 h Y BAI' I',akflglP rla Chq{r�,NV�i9GE IrrlH IR9rltltakllh(kn {y'fN nk y v,4 9rraru amsµu�4 aa6 eu r,18 wiC ,t,.w¢ra,yra:r,fxa tlaur¢ wwz-,rrw av rr IhMA.a"�AlM:H4,��7�1`„rmIJ r h#�dE'If�f�rt�C lrN�.�MtWa��f1.IrIRErNt�EN5t7�um r:w+ui�rr�ara wt�rora�-v�Nuarwrv9�rtat mrrvr��"m¢buwca� W,,........m...,,...0 1 ftigfit t sncei 2, Esttrna oC, e4 I net ulta�nn dt2 t7t p inta d�i rrstetlattrariCorCerrt�dni�r Sunlight Ricker Errargy,fnc t"RgE'`"1 Asra4mant Introdutdon: You are entering Ioto tiris purchase of n wlw raho1Qvt2lA,C sywtertt witli&'Alight 5blar Energy Inc r"SSE") You represent that you are,at litaat eigrtnien(rp I Years Of kle atria thsl yuu are,the"�wvner Of trite ir(pc rly You f rrther reprasent that every Demt o ar aentrty w it,an ownership interest in the Property ties agreed to bra bor:nd by the Agreement Accoltb d by(initials)¢ Y'i a) n g p. Contact SSE by ares(aft t02 C;'lernatis Aver Lie Suino 7 Wtntnarn MA U2a453,by telephone(78 1)373- Solar Facility `, 3283rrulta 0 r sCe gerr e l�n rtt�p w y nr.rrrfuryiits M n n nue rrarS" ale for thea delige oerrrwirn&g canwWr w"m meta llaton leering,hod a1^livat on of a so* ore r them iii E viii!arrtvrr i 6 y 'r( r0ar V-ac'rty;it t Ill.brIbg1 0 r ItI"rrr¢ef(rf your it1,,It,w,61rlIVor 91o.,nd ut Iiam prop ivty Instal Illation process and Change 0raters: a) Based on auripfy rrI canain models of solar par*s we reserve the n2tu with customers approval,to rrica sass or � decreases ypur psrnw wahago try 5 w'SUS O)ihs,up or d"M" II Frame[wratiogom rs rlrsweasea then Inn ins shred parte will be adiurrreb dowvnwrards arra a dollar per watt basis,rt adl��rsteaS upward n'r w'attega kPrart the irta!a!l4d east raarrera,rrs tlhe ssr•ne. All scoarnatres and incentives r^nlp be Changed to reho,A the change. Itg It ro prc4letrly offer-1 Irrn irrMaNrrw%,1I of tkrm Sulofi Fr gcvfry BPI ob4gatrr rr 0,,C mead Ira:in IN%dagr4enrwa�It rrrwrsi be p rlarn�uel,you agree to conifact separately war) SSF`a etunrngrratkwd yrrtiaru:tar at yruu exp brr y o terforrn sura ob i atior, SSE ai mat ur'treaa nnbl wi4PtttcafrS d5> ravel nal g tweAfti� u aglee to coenprete and return alp Opp,l a WO!,rebate curnenlarion upon i tarvit«u Date ides 1'�i in nhtaae+9u w eu lermipa oa&gaYRSa:J Ye> appr r,q Irtawr l.rrreralarhe to S c , c g y 6 'hal ntaee awry rerAlte iaaynrerrta w0tlrrli.rl prtactf that ark i w;4wred permits and YOU kd r N to C49C'M lwrorata +a iCi'r SSE«imtG'7 lJbwvlyt wrwr t,4wt r�artr�f�ir wrrv, the Art w re to r starrO and r certd all upglad4 Cat t Arjo e nr tiragtst�rfrQ¢u"k gaOiHale rr tfelcuirr rcin.fi YO u;are resirearrrrible to cF.wiply sharuld in"town b:urtr,fing deptartrtrant require a f'E. d) Wriwrrevpsr riaquirrsd by apphrvrtrrra!3W to guiawrr or coda.SSE eriwrer;its contr'arlois to e+npaloy licensedj:)W5eanrm1 VR ?v!m htty>S:f(rrttlL�ltnxtla.<;crfn; tr,,tr'r°rA�B-..B ti '._l1;,,k... rur,rrl6.rt,tlr r,�rt W KAebtJflKY.0!iii—ni,_i,P/a"i -nYtEG7v WJiHC:1`r8tn6aatr.,t. 373SV',Tw-v__Gl3NAShMA,5z1"7N%,.,. 1/20/2015 PLU'chase agreement',3,jpg a) SSE arbof thrit,rontrarSors somi at via and of each tyumness hay fieltir the broperly nissobsoly free(rcto Witolft Inatormls or rubbilifirl caused by their operations Prior 10 Ind In"Servivro Date,Stab":and IIs agents shall(ormve a i of vieifr itrtitn conitw^�trinhim0ston actuipment oracninery,waste materials and rubtifsh froth and ofoxid the�P(cjobtty If SSE M stun you,Property to a ccintmior,tior,iar to iis wipwat aurid unfit prGIVIC013 Mof YCA,ilrrVy SSE in wnfing or try mal clitany def loyincialsin obliteration within five[5)brisinalis days of the ourding rWBDV,,Cl0'apfDir1ffrQ file Sonar FiticiNy Flkgtit to Inspect Systiorni Custoinor will 0cw mmGU."&Goillmonwealt"So or and/of suthor?zod reprosentatimt to(rake a retifirinalile niambef of site instifiCtioril dimrg and aftw jim,184014if of the sbw cier lrm r.yerenr op to f 2 hi to POvohq the mintsetiOn data of file Pastor,to verify fif0grairn corrIpliance Such rhinos)w1h�xr or a Irne conwoniont to the customcq Term and Torridnieflow a) You agree that Ois Agieerwiv w rl trompne o"trotive twerp both jou Ono SSE.have signed line Atirmtraim bi You.es,balho, nay ranrA-.f this transaction m any tomi prior ran miduapht or the,thim bu*nifas dar,eine the dale of this Iransactror, Please see the attached 00ke of careseIlalion form to,air explanat dry of this^igN PubflcltyCuetoroerwain W04KWiM MmCEC&Commormearf,sNa,rlhoijic mey,prepare Pfeil to ease&or any news conterences related to the PV syli Naraofrod Pfeonjtff, rhe riecessimy carmilft Ni, q be miured by it,o arr the�ornecrwrera agerh Ownera who stere their own permits;171 to excl�,;;;T from the Gooeranty Fund prourmorls of MOL c,iaptef 142A Accessi Maintotiaioce,acrd Repalo,: a) Yoo agree to giant SSE acceins to tno wof area m intei fN of you,Property for the fixtcose old rofigning installing, operallng,Clairsain fig and tasty ig tie SoW Fa(writy firs berfo,omg SSE s 01bligavons SSE agribeS fo give you feationabie,notice when SSE rustrils to access your Property for any of¢he forquig pwposes and voll eriderim,to restiml each amaso to itonimar humass hours W Man Possible yej agree to ajkow SSE end oarfwjur.;tci)profess?(xia,s fair ontyineri licensed contraMor wtt,oir representative)hired by SSE to e-Inlin your Property to�nspect yofir hofAq and ll appfcM),o, ictrf prior to fpte pn',ata1irhion of thea 1,0 8jr Ffie4,ty to artiore that your Property s MraaliiiralGy suitable to ritipporl tete Solar F-soloy C} Any tiogrodes 0000 try Me customer pirot ro CEG'tannate ir,,sprovirl or angtriming opprovW is at ha silie expense of the culocaner SSE on not be bred responsible for ally Ujahs incrirroo to improve the roof if for soelo ream the CEC dwim,rebate or engineer does not sign Ott ofa tire bfojoe! d) You agm,e to rnafm reerficriab e best orfloref to orovidii,a safes aid rnacuie warK OcVU011"feM at yraijr hornin d,iring tho course of the Soiar Facility natallation and inalfilerl Other: 'Neither MastiCEC&Cornmaowear,l So ar nor the Slare of Massa churati i It andoftilay,the,worKinfirm,ifo of any EbUiliff ostalier mr(2)quahtntear, wafhanhas)i or in der way represents or assumea,abilrtir for any°.-vents ib,orosad or carnac rm 14 in Eligiftfe lmstaliv( Anid4cnailly MassCEC&Ctfirmolameartlei SOW is riot resportsible for assuring that the do3kgn eorgirweiing and corm"uMon of thea pro[&O ar insfa4latrcan of any FIV folsbint it proper or curri with any pailicalor laws felfulotons.oscles kenifing,certifirsiVol or Permit requirefirwrit,Or rmuffiNy standards Mesa=&Corythlonwerillir""Nar does nW makea0y representations of any kindJegending We ros,fRs acnieved by the FIV systerr)bf the adeqngrly Sar&woliety Of suoh mourilinis Roacifishon of Dieptilets: a) fhe cutforwrar agreas to first try to rli informally any Dispute Atconjingiy fra,Wer SISE not you will start a forma)pfeeseid)nq for At least Forty-five(45)Coirs,after noliftirlig 010 toner parry fit woUrg W the drat You agree to sand your notice to the Address on the CPA,and SSE wit,send is rimce to your b,virig addross Pal, This AgIperrent Shot be,intelpnied in With(aria govewled try at",caws ot IN,aflofe of Massaacrhuisaalts,wfthfK4 ikvjard to the conflicts of laws piurciples thereof c) This Agreement suoenisides any pror unowsla,Wings,agietrairriB w(eprraenpfNzinri fly or between the parties w,-rtren or oral to the extent they related tri ary way to the pub)ert matter hereof Contractor Arbitration Thm Pronlis Improveriment i.,tjrnra= Law proodatr homeowners troin the right to witme air aricarattoh action Ise an afternative too7urt action)if tory have a dispute with a contractor 'rrie sainer i,13m a not JAMTrariUANy offorrad In a co,)oactot,however The conVactot woUd have to resolve any dispute be�he pis evil,a i"Ornerwmer in courf unkivii,from parties iegree to tre optonat Gtauka Provided b4frow In)&Nause wcwkti give the contmi.tor the same right to rubifinincin as is afforded to the horneowfier,tpy the 1-come tarpaormmeret Contlacio,LW,, The cono0orot and tho hornitnivner hereby"'Urigithy agree f"ouvw1r.,iii list the everif Viv connoolo,Pons b chstildo corrrxryirnl,,Uns contiact,the confloclix moysubria Ully&Sjrt,r&rc,a htwai!v aroffInton it"n"'tepol Ira„tiHuf approv tchr by the Stacehii'y of tro Fltecuove Office tie Corfsmyter Affrfs,dild Rus,ws%Rirqu(alroo rifild Vic,LormVivor i,rhb be toictwrod to sutirmt trt riur;h nobitrahon as pomded�o Moxsm�pi,rlwis Opmeral I WAfi niwita?142A I iorneownAr's Signfeure CoyAoctol's sioriabire NOTICE The signatures of Ore pairlitirm above apply only to tim agicenretnt of five paitieff to reftok.dort rniliatecl by the contractor The nornerywiet may iritiatq alternative dnyoWe rasroa ncm even wt^eie the secrian is nct sirparalf0y signed by We parlitm Rights:4,hoinfamms,ti ifitils or ffry hurrie I Hv(MGG chaf,lfir 142A)and other taw5(rat MGL chapter 13,h)may nol mir waived in any way over by 80imrimeot How"vea hormonams",lify hi.,oxciWed fiorn ca"'arl rionts f 11he migifavot they choose is nw property repiate,ed as pieltof birrot by iaw Hornkicwamrs who seeme their ami biolumg frill vms ate autorrinbcally exclude',.d froth all Guaranty F(vid prowwons of Cha Hume lInprovement Cortraclor Law The ronlractal is ceyocwmWo No comostirg the work as dritc,ibeci ir a linifilly and wo,k,liaMike manner Homeryminers may be snorted to other spo:3fic eWf)n^het d the cormoi,th,guarointear,or orov,des of"exti,efis wilirtanty,for workmAnsitp of,uraterials In addit,on to guarantees or warranties time ed Dy(tie crintractor i.01 good5 Wd it Pylastm1wsmfts carry wi tr0iyid warnamy of rierchamab I ty and fitness for a parficuIs,pirposm An onurneration of o0tor riatters on wrich the 1OWWW Watfuily gree(tiny be added to the terrim of the contract as long as they do not restrict a homeownrej a basic consumor rights It you have cueshorot bboul ficur rights contact the Consumer Inforolatort Hotline ........................ Piapr4,r 014 IttPSJ/1'rial q(qjj0 irystatic/.fp.,pf rrynail ma m,efl VVKAeI)l.,,,RXY,0/rf1=in_i Waht=-rll iEG 7V.'WHBOY81 f's,)Dt(j__373SbGT w..v_,C BNAst iMA5zf7fw 1/20/2015 Purcfvise agreement 4,jf41 Additlopimi lnforintctjojj�It gou mave garsoral quesmors or N100 adda*na ff�b,mmmn atomt frac Home to)obla"i a Prelr copy W CYr GU L'a to tr'O 140mu rflPfOYOMOW Coriloaclor Love, contact taserdearl P. (yactw Law or Otnor consumer n(frits or if 111formatIor,K)tIqle Attairs af,,d Ksmuss Regulavor, 10 Pe'rk 'laza li,-,Wn 51 70.605toi, MA 02 t 16 (617)q7p-678 7 Cr I-PW 2633757 You walm to voonry tole registration ?a if year,.t'onvil 'Jeed 910 HMO Impruveftlerlt C()Alracfc�'Lave cont,,icl "M"'forrn"Or'SPGOiCRUY aWtA 018 Conlractor reWstiechar,C tupa f)s tot L Diree,cior pt otomIn1proof,ellt GoiMV fid'Bviding riegu,w(OrI3 aro stancards r0ole Ast)oupjon plac(.$,Hrjufn 1301.aostr,,j,MA,02106 f6l/;/:0-320D ox 1-dW223 0923 For astilittsoce w1fl, nformai of cjlspultil o,tc roxpqter forma Consumor GoMpaint Secilor, better bi,A ness k9Greai, Off Ce of{he Marney Geriwa (^'08)652,18()o (617)72?-8400 )508)/5b-2548 ,4 13)734,3114 VWar wet ,dfi Inc len year I00% at)or warrmm your UVB Mis mocate oriar you naive raoicl,MW Wide Wala grid KC001 Me knitat,ons OfW Cobi 90coms Set Vill in fts Agrecoment ACCOpted Ov Orthalw Custoroer ............. Date the I jv)�C,orld)vai IN&IIAMSUCtiort sane�I'vT'v Vil"(I)RM11144fif W the thwd bmineAs Ili$Atter the daied Whis t vancellali Et2iqL��All"ATIAnamn Pleme ser the Attached notice of 'k SuNi91lt Solar Energ (dep, ......... lflc�H10#152314 Date rIttps:/0 -SIMIC�_/pA"z(flTNIII XNDM,01 VV-1KAGbGRVYX,)JT)�-M.i Ihijn�WIEG 7v-.WH8Qy8 I nbcotfj_-3/3,131L)G w-v-CBNAshMA'izMw... III EAH.Structural Consulthig 5 I ewdall r.:.oart y dford, Ntl4 01 ' EAH Cl aim r, EA,,HS, ructur� .11,Co February 20, 2015 To: Sunlight Solar 107 Clematis Ave.#7 Waltham, MA 02453 Subject: Structural Certification for Installation of Solar Panels Patel Residence 54 Thistle Street North Andover, MA.01845 To Whom It May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof support structures were observed by the client's auditors as follows: The roof structure of(MPI)consists of composition shingle on roof plywood that is supported by nominal 2x10 rafters @ 16"o.c., paired with nominal 2x10 ceiling joists @ 16"o.c..The rafters have a max projected horizontal span of 15'-0", with a slope of 35 degrees.The rafters are connected at the ridge to a continuous 2x12 ridge board and are supported at the eave by a load bearing wall. There are 2x8 collar ties @ 32"o.c.for structural stability. The roof structure of(MP2)consists of composition shingle on roof plywood that is supported by nominal 2x10 rafters @ 16"o.c., paired with nominal 2x10 ceiling joists @ 16"o.c..The rafters have a max projected horizontal span of 9'-6",with a slope of 35 degrees.The rafters are connected at the ridge to a continuous 2x12 ridge board and are supported at the eave by a load bearing wall. There are 2x6 collar ties @ 32"o.c.for structural stability. The existing roof framing system of(MP1)is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of(MP2)is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48"o.c.with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the AEE SnapN Rack solar rail system and analyzed.Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by AEE SnapNRack for the racking system and Ecofasten for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=9 psf(MP1) -- 9 psf(MP2) • Roof Live Load=20 psf • Wind Speed=100 mph, Exposure C • Ground Snow Load=50 psf - Roof Snow Load=35 psf Patel Residence, North Andover 1 EAH Structural Consulting 35 KC'rldaki r:Orrri 1/0E hiPrarel, tt ��1�; L;A 1,.1 (7c° rjcrrrriri(,-i kl�aror f�ald.k# fi.�,..�.aitaMr��al.cr�n�� Please contact me with any further questions or concerns regarding this project. Sincerely, ar El INE A F9UANG q CIVIC. �s Elaine Huang,P.E. Project Engineer �, c Patel Residence, North Andover 2 EAH Structural Consulting PI NE J-.47640C r„:'Oqw ,3i,jk, riul(.3 Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 50 psf pf=0.7 Ce Ct I pg (ASCE7-Eq 7-1) Ce=Exposure Factor= 1 (ASCE7-Table 7-2) Ct=Thermal Factor= 1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=Flat Roof Snow Load= 35.0 psf p5=Cspf (ASCE7-Eq 7-2) Cs=Slope Factor= 1 ps=Sloped Roof Snow Load= 35.0 psf PV Dead Load=4 psf(Per Sunlight Solar) Roof Dead Load(MP1) Composition Shingle 4.00 Roof Plywood 2.00 2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.10 Total Roof DL(MP1) 9.0 psf DL Adjusted to 35 Degree Slope 11.0 psf Roof Dead Load(MP2) Composition Shingle 4.00 Roof Plywood 2.00 2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.10 Total Roof DL(MP2) 9.0 psf DL Adjusted to 35 Degree Slope 10.99 Patel Residence, North Andover 3 EAH Structural Cornsnalt6n 13 e d f ri r,J C t o 0 17"e if PFIC)PIE: 1,197,8,406,8921 ra AH CGwNSLIr.,TirgJ',l l:Oti�CM r.,rC O i:� tar,tur zl,4:":ri� Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 35 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 ft Design Wind Pressure Calculations Wind Pressure P=qh`(G*Cp) qh=0.00256*Kz*Kzt*Kd*V"2*1 (Eq_6-15) Kz(Exposure Coefficient)= 0.9 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 100 mph I Importance Factor= 1 (Table 6-1) qh= 19.5$ Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.10 -1.10 0.85 (Fig.6-11) Uplift Pressure= -17,63 psf -21.54 psf -21.54 psf 16.6 psf X Standoff Spacing= 4.00 4.00 4.00 Y Standoff Spacing= 2.75 2.75 2.75 Tributary Area= 11.00 11.00 11.00 Footing Uplift= -1941b -2371b -2371b Standoff Uplift Check Maximum Design Uplift= -237 Ib Standoff Uplift Capacity = 400 Ib 400 Ib capacity>237 Ib demand Therefore,OK Fastener Capacity Check Fastener= 1-5116"dia Lag Number of Fasteners= 1 Embedment Depth= 2.5 Pullout Capacity Per Inch= 2501b Fastener Capacity= 6251b wl F.S.of 1.5= 4171b 417 Ib capacity>237 Ib demand Therefore,OK Patel Residence, North Andover 4 EAH Structural Consulting Bed ord HA 01 1 r11-10(1E 1 L'78 tr.rti,,89: :1. CAH EIa iiie1:)E AHSt:ru ctural,corn Framing Check (Mp1) PASS w=67 pIf Dead Load 11.0 psf PV Load 4.0 psf Snow Load 35,0 psf 2x10 Rafters @,16"o.c. Governing Load Combo=DL+SL Member Span 15'-0" Total Load 50.0 psf Member Properties Member Size S(in"3) I(in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 16"o.c, Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL"2)/8 = 1874.51 ft# = 22494.1 in# Actual Bending Stress=(Maximum Moment)/S =1051.6 psi Allowed>Actual--82.7%StressedTherefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E=1400000 psi Per NDS) = lin Deflection Criteria Based on = Simple Spare Actual Deflection(Total Load) _ (5*w*L"4)/(384*E*1) = 0.549 in = L/328 > L/180 Therefore Old Allowed Deflection(Live Load) = L/240 0.75 in Actual Deflection(Live Load) _ (5*w*L"4)/(384*E*1) 0.385 in L/468 > L/240 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L/2 = 500 Ib Allowed>Actual--26.7%Stressed -.. Therefore,OK Patel Residence, North Andover 5 .e5 VellidaII f,..OW I P11C."A"JE L,978,401:' 8921 A 8-A r.rN E a w e 1,'r 4 wa E Iain .,:^ EA4#SttLar•t j r a c o r i i Framing Check (MP2) PASS w=67 plf Dead Load 11.0 psf PV Load 4.0 psfw Snow Load 35.0 psf 2x10 Rafters @ 16"o.c. Governing Load Combo=DL+SL Member Span=9'-6" Total Load 50.0 psf Member Properties Member Size S(in"3) I(in"4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 16"o.c. Check Bendinu Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL^2)/8 = 751.887 ft# = 9022.65 in# Actual Bending Stress=(Maximum Moment)/S =421.9 psi Allowed>Actual-33.2%Stressed -- 'rherefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E= 1400000 psi Per NDS) = 0.633 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5VI-114)/(384*E*I) = 0.089 in = L/1281 > L/180 Therefore G Allowed Deflection(Live Load) = L/240 0.475 in Actual Deflection(Live Load) _ (5*w*L"4)/(384*E*1) 0.062 in L/1839 > L/240 '"fherefore O Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L/2 = 317 Ib Allowed>Aotual--17%Stressed -- Therefore,GGA Patel Residence, North Andover 6 The Sna Nrack line of solar mounting systems is designed to reduce total installation costs. The system features technical innovations proven on more than 100MW of solar projects to simplify installation and reduce costs. Pitched oof Arrays Simplified The SnapNrack Series 100 Roof Mount System is an efficient,visually appealing, photovoltaic (PV) module " installation system.Series 100 was developed in the field by a team of veteran solar engineers and installers. Their goal was to ensure a quick, efficient installation. Series 100 has been tested on megawatts of real-world Roof System in 4 Simple Steps: residential and commercial installations. Industry leading installation times are achieved with unique 1) Identify Site Conditions(Array Tilt, Building Snap-in fasteners and fully adjustable components that Height, Roof Type, Wind and Snow Loads) make installation of roof mounted solar arrays easy 2) Determine Footing Span from Engineering while achieving lower installation costs. Tables(download at www.snapnrack.com) • Up to 3" of height adjustability at roof connection 3) Choose color(Clear or Black) and roof • Waterproof full-metal flashing at each roof penetration attachment type 4) Place Order with your distributor. Purchase • Works on virtually all composition and the roofs material for a single project or order in bulk • Single wrench size for all system hardware for additional savings • Configures easily as low profile or tilt(0-60 Degrees) - Rail & Module Clamps- Roof Attachments • Rail channels provide excellent wire management -Array Accessories - Patent Pending Snap rack ---------------- lis Simple I ����ridll����q��i��I�I��� "��o�ifi��ill'/I%I,�r"✓///1/11�"111P�� �IF9 Quick assembly and clean aesthetic finish One wrench fits every bolt in the system Low profile installation on any roof Adaptable • Compatible with virtually all 60 and 72 cell modules w Unique"snap-in"channel nuts can be installed anywhere on the rail • Rail channels provide improved wire management Strong • Excellent seismic,wind, and snow-loading protection • Vertical and horizontal adjustments ensure superior fit • Rain-tight metal flashing ensures waterproofing Innovative Univ r al End Clamps y • One size fits any standard L frame module • Clean look- nothing extends beyond module frames w Less waste- rail lengths match most modules rI 100 Materials • 6000 Series aluminum • Stainless steel • Galvanized steel Material Finish •Clear and black anodized aluminum Installation •Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •Worry-free waterproof flashing Calcs. & Certifications • Wind speeds up to 150 MPH and snow loads to 120 PSF Grounding • Washer, Electrical Equipment Bond (WEEB) or lay-In lugs Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) Snap rack,- (877) 732-2860 www.SnapNrack.com CJ* Printed on recycled paper using soy based inks. Cc)2012 by SnapNrack PV Mounting System.All rights reserved. COPIRI Q IT;Mg ELECTRICAL ONE - LINE DIAGRAM SIiNLIGi1TSOLAR ENERM'.INC ,w rend reRr..d. Rep.rvluaiu""r� wi4mutw Mttm Irermkion"r Su Nehi UTILITY sol"rE"w�.N�l, mewrw a"m Cq SERVICE dm;mlprrvw o R UTILITY .' E, METER v E a pp O N a0 M O � P300 P300 P300 P300 P300 P300 P300 P300 P300 SE 7600 > RGM 200 Amp s 4 Reporter °�O Main Panel I l � � P300 P300 P300 P300 P300 P300 P300 P300 P300 P300 P300 P300 P300 P300 ' 40 Amp 4:g CB 00 r `SE7600 equipped with rapid shutdown means Q that satisfy NEC 690.12 y �/ GROUNDING W ELECTRODE O z. O Z Date: 4/20/15 Drawn By: WIRE SELECTION FOR DC AND AC TOTAL SYSTEM 017E 23 x 280w=6.44 KW INVERTER RATINGS SERVICE PANEL RATINGS MALT R ECTRICAN SI,N-OFF OND( liCTORS INVERTER MODEL:SE760OA-US BJS MODULE MANUFACTURER: Solarwodd MAX DC VOLT RATING(V):500 BUS AMP RA 71NG(A):200 ROOF:#10 PV WIRE/USE-2 MODULE MODEL#: SW280 Mono Black MAX POWER @ 40°C(W):7600 SERVICE VOLTAGE(V):240 GEC: #6 STRANDED OPEN-CIRCUIT VOLTAGE(Voc):39.5 NOMINAL AC VOLTAGE(V):240 MAIN AMP RATING(A):200 �' Revision#: EGC: #10 THHN OPERATING VOLTAGE(Vmp):31.2 MAX AC CURRENT(A):32 DC RUN:#10 THHN OPERATING CURRENT(Imp):9.71 AC RUN:#10 THHN SHORT-CIRCUIT CURRENT(Isc): 9.07 OPTIM17FR RATINGS AC DISCONNECT RATINGS I ARF[ING PER NEG 640.53 - MAXIMUM POWER(W):280 OPTIMIZER MODEL:PS300 MAX DC VOLT RATING(V):60 AMP RATING(A):60 RATED MAX POWER-POINT CURRENT:8.94 A CONDUIT Sl71NG *PV MODULE RATINGS @ STC MAX DC POWER(W):300 VOLTAGE RATING(V):240 RATED MAX POWER-POINT VOLTAGE: 355V SHEET 1"PVC OUTDOOR MAX OUTPUT CURRENT(A)15 NEMA 3R MAX SYSTEM VOLTAGE:600 V 1"EMT INDOOR MAX OUTPUT VOLTAGE(V)60 MAX CIRCUIT CURRENT:15 A MPI LAYOUT VIEW PANEL ORIENTATION (TRUE) ROOF PITCH (DEGREES) AERIAL-OVERHEAD 110 35 281"X 4pcs,use flush mount clips and PV Quickmount flashings to go over passive attic vents near peak of roof rx � is, u .may illOMC i as ce fJy M � rV.i �MT .0 a E N � o ? U 00 ,O O r.+ a y V7 � i. O 39 41 z Date: 4120115 Drawn By: 65.94 BJS **(14) SolarWorld 280 watt mono black solar panels mounted on south east facing roof in portrait orientation using universal end Scale clamps No **SnapNrack Series 100 racking(93.5 feet) and PV Quickmount L- �Ps NTS feettflashing attachments(28 pcs) SHEET 2 WoKRAP2 LAYOUT VIEW PANEL ORIENTATION (TRUE) ROOF PITCH (DEGREES) AERIAL-OVERHEAD 110 35 ---------------- :oTo as ace�M tiU � C N cs,use flush mount clips and PV Quidcmount shings to keep even height with MP1 00 ,a o a o 1n �, 0 39.41 Date: 4/20115 Drawn By: 65.94 **(9)SolarWorld 280 watt mono black solar panels mounted on BJS south east facing roof in landscape orientation using universal end N Scale clamps O **SnapNrack Series 100 racking (60 feet)and PV Quickmount L- NTS feettflashing attachments(28 pcs) SHEET 3 Site Map VIEW PANEL ORIENTATION (TRUE) ROOF PITCH (DEGREES) AERIAL-OVERHEAD 110 35 UTILITY METER/SERVICE ENTRANCE AC SOLAR DISCONNECT MOUNTED OUTSIDE OF HOUSE NEAR UTILITY METER SOLAREDGE 6,000 WATT INVERTER WITH 25 AMP M AXIMUM OUTPUT MOUNTED IN BASEMENT NEAR MSP E r cv O d' 00 „Q O CC O k .L Y Q Z I`i;wit �1 sdali. Igjrr Date: 4/20/15 Drawn By: \ \ BJS Scale NTS 23 SOLARWORLD 275 WATT MONO BLACK SOLAR PANELS MOUNTED ON(2)SOUTH EAST FACING ROOF PLANES OF HOUSE SHEET$ r _aye ENGINEERING SPECIFICATIONS OL _^egn I secure Mean Height of Roof: 34 ft. Exposure category: C !Cgp This installation of 23 SW280 Black panels is strategically connected to the existing structure's underlying frame of rafters with no fewer than 56 lag screws,for a combined hold-down strength of 34,944 lbs. (details below). This will retain 100%stability in event of the worst-case scenario: 110 mph steady wind ora 3-second gust of 126 mph. y ti n N � ti minimalRafters: 2x10 @ 16 in.on center Span: 180 in. The total deadload added to the existing structure by this system is 1,232 lbs. which is concentrated on 56 roof-points. c o w s Each point exerts 22 lbs.of down-pressure onto 6.25 square feet of roof membrane or 3.5 psf. 0 3 This roof is code-certified to support 10.00 psf.This solar array will exert 3.5 psf.downward pressure on the roof. 0 1 reduced Slope: 35 degrees o Snowload on a roof is partly determined by the slope factor(CSiope)which begins to decline from 1.0 to Oat 20 degree slope on slippery PV panels;Csiope only begins to decline from 1.0to 0 at45 degree slope on a non-slippery,asphalt shingle surface. , Details:each 4"lag screw will imbed 23/4"of threaded shank into the rafter, providing a pull-out resistance of 624lbs. This local wind Z zone may exert 70 Ibs.of uplift on each square foot of array,so total hold-down of 28,449 lbs. is required forthis array. Sunlight Solar has 56 lag screws x 624lbs hold-down per lag screw,or 34,944 lbs of hold-down,or 122 % DATE of the hold-down strength required to withstand the worst-case scenario uplift. Formula:PS=AI PSao(from IBC 1609.6.2.1) 4/20/15 Drawn By: BJS —Ecofasten Fast Foot w/Flashing- *SnapNradc Series 100 rail system— = ' 1 vm41_8 ash; &� attachment cross section '`� ( — '� cross section �---, � ��`—$ Ra3Lr6cxr=34' � ®w. A..=—,4+E r' F SLF2FACE ONE L FOOT 6FgzQ SECTION A-A C SHEET The Commonwealth of Massachusetts Department of Industrial Accidents w Office of Investigations I Congress Street, Suite 100 Boston,MA 02114-2017 wrvw.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Sunlight Solar Energy Inc Address: 102 Clematis Ave, Suite 7 City/State/Zip:Waltham/MA/02453 Phone#:781.373.3263 Are you an employer? Check the appropriate box: Type of project(required): 1.9 1 am a employer with 10 4. E] I am a general contractor and 1 6. ❑New construction employees (fall and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.) required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have noSolar employees. [No workers' 13.❑� Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I arra an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins. Lic. #:WC9696160 Expiration Date: 12-1-15 Job Site Address: 54 Thistle Road City/State/Zip: North Andover/MA/01845 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 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 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 DIA for insurance coverage verification. I do hereby certify undeE.*painjaad4wua1ties of perjury that the information provided above is true and correct. Si nature: Date: # ZI is Phone#: 7813733263 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Cleric 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SUNLS-1 OP ID: MIRO A�COLR® CERTIFICATE OF LIABILITY INSURANCE DAT12/01D/YYYY) 12/01/14 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER 541-385-5511 NAME: Mountain View Ins Svcs 541-385-9674 PHONE FAx 2659 SW 4th Street Alc No Ext): A1C No): Redmond,OR 97756 E-MAIL Michael Robillard ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA:American States Ins 19704 INSURED Sunlight Solar Energy,Inc. West American Insurance Cc 50 SE Scott St,Bldg#13 INSURERB: Bend,OR 97702 INSURER C:SAIF Corporation 36196 INSURER D:Zurich American Ins Co INSURER E:Maxum Indemnity Company 26743 INSURER F:Ohio Casualty Insurance Cc '.. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 RATA X COMMERCIAL GENERAL LIABILITY 01C142268950 12/01/14 12/01/15 PREMI ESESSE.( ED 20000 PREMIEa occurrence $ CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 10,00 E X Professional Liab PFP602309002 09/03/14 09/13/15 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- FI RO- Loc Professio $ 1,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident $ B X ANY AUTO BAW54625682 12/01/14 12/01/15 BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONX WCSTATU- OTH- AND EMPLOYERS'LIABILITYER C ANY PROPRIETOR/PARTNER/EXECUTIVEY/N 765029 12/01/14 12/01/15 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? � N/A D (Mandatory in NH) WC9696160 12/01/14 12/01/15 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 A CONT EQUIP RENTED 01C142268950 12/01/14 12/01/15 LEASED EQ 25,000 A INSTALLATION COVER 01C142268960 12/01/14 12/01/15 INSTALLAT 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) 54 Thistle Road North Andover, MA 01845 CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Certificate Holder ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street North Andover, MA 01845 AUTHORIZED REPRESENTATIVE ^J -x'©119888-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 152314 Type: Private Corporation Expiration: 8/17/2016 Tr# 254925 SUNLIGHT SOLAR ENERGY INC _ PAUL ISRAEL 102 CLEMATIS AVE. SUITE 7 --- WALTHAM, MA 02453 Update Address and return card.Mark reason for change. Address �Lj Renewal Employment ❑ Lost Card SCA 1 0 2OM-05111 ��B fCaA1I)ta)I[Q6QlfiltO �/�7QJJnG'�.lIJG+�1 office of Consumer Affairs&B.6-ess Regulation License or registration valid for individul use only IMPROVEMENT CONTRACTORbefore the expiration date. If found return to: gistration: 152314 Type: Office of Consumer Affairs and Business Regulation WME piration: _8M7/.2Q16 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 SUNLIGHT SOLAR ENERGY INC PAUL ISRAEL 102 CLEMATIS AVE.SUITE �dwit WALTHAM,MA 02453 UndersecretaryNot valho!tsigfntue f f CSFA-080018 Christopher M Holden d 25 Upland Avenue I,unenburg MA 01462 10/27/2015