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17 VALLEY ST - BUILDING INSPECTION (2) , � l l2�" . c.�-,"Ig0o35 ,� � -�.,t... . , , � ,` � The Commonwealth of Massachusetts ,��0��. ' ' ' Board of Building Regulations and Standards �� , Massachusetts State Building Code, 780 CMR SALE� �a� toid �N�, � � �v,.�d 3w Zo„ _ ;� Building Permit Application To Construct, Repair, Renovate Or Demo i �`�, One- or Two-Family Dwelling (� � This Section For Official Use Only ` J� �-- Building Permit Number.� � Date A plied: � � F , ' � ``e�' , 7 /3)' � Building Official(Print Name) Signamre � Date , � SECTION'1: SITE INFORMATION rll 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers � 17 Valley St 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: RESIDENTIAL Zoning District Proposed Use Lot Area(sq ft) Crontage(ft) 1.5 Building Setbacks(fY) � Front Yard Sidc Yards Rear Yard Required Provided Reyuired Providcd Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1J Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Ou�side Flood Zone7 Municipal 0 On si[e disposal system ❑ Chcck if yesO SECTION 2: PROPERTYAWNERSHIP� � 2.1 Owner'of Record: Mostafa Ahmadialmousavi SALEM MA. 01970 Name(Prin[) City,S[a[e,"LIP 17 Valley St (978) 836-9232 rose.falco(a�vahoo.com No.and Streel Telephone Email Address .SECTION 3: DESCRIPTION OF PROPOSED WORK=(check all that apply) New Construction❑ Existing Building ❑ OwnerOccupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bidg. ❑ Number of Units Other ❑ SPeCify:SOLAR PV Brief Description of Proposed Work�:Install Solar Electric panels on roof of existinq home to be interconnected with the home's Electrical Svstem(24 panels at 624kV� SECTION 4: ESTIMATED CONSTRUCTION COSTS � Item Es[imated Costs: OfYieial Use Only Labor and Materials) 1. Building $5,000 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $11,000 � Standard City/Town Application Fee : ❑ Total Project Cost Qtem 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: � 5. Mechanical (Fire $ Su ression Total All Fees: $ Check No. Check Amount Cash Amount: 6.Total Project Cost: $ �6,000 O Paid in Full ❑ Outstanding Balance Due: ��,1�� 7��3 � i := .` , SECTION 5: CONSTRUCTION SERVICES � 51 Construction Supervisor License(CSL) 10168] 9/13/2016 SOLARCITY CORP. /DANIEL D. FONZI Licensc Number Expiration Date ' Namc of CSL liolder List CSL Type(see below) � 800 RESEARCH DR ' No.and Street Type Descrip[ion 'f WILMINGTON MA.01887 U Unrestricled(Buildings up to 35,000 cu�RJ � R Reshicted I&2 Pamily Dweiling City/1'own,Sta[e,"LIP M Masonry .� "^ RC Roofing Covering �.. WS Window and Sidin � SF Solid Fuel Burning Appliances 978d15-2360 iDryan(r�$OLARCITV.COM � �I15U�3llOtl '1'ele hone Email address D Demolition 5.2 Registered Home Improvement Con[ractor(HIC) 1685]2 3/8/17 SOLARCITY CORP. /Daniel Fonzi HIC Rcgistra[ion Numbcr Cxpiretion Datc HIC Company Name or tIIC Registrant Namc � 800 Research Dr rbryan@solarcity.com No.and 5[ree[ Email address Wilminpton Ma. 01887 978-215-2360 Ci /Town, State,ZIP 'Cele hone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152. § 25C(6)) If Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. ��. Signed Affidavit Attached? Yes ..........� No...........❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN 4 � . OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDINC PERMIT �f I,as Owner of the subject property,hereby authorize soia�caYi oa��ei Foo:� to act on my behalf, in all matters relative to work authorized by this building permit application. 'See ContracUOwner Authorization 7/7/2016 Print Owner's Name(T:,lectronic Signature) Date SECTION 76: OWNER�OR AUTHORIZED AGENT DECLARATION By en[ering my name below,I h ttest under the pains and penalties of perjury that all of the informa[ion contained in this applicati s true accur the best of my knowledge and understanding. O .7/7/2016 Print Owner's or Au e n e echonic Signa[ure) Da[e � NOTES: � ' � � I. An Owner who obtains a�building permit to do his/her own work,or an owner who hires an unregistered contractor � (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration �� program or guaranty fund under M.G.L.a 142A. Other important information on the HIC Program can be found at � www.mass.eov/oca]nformation on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned, provide the information below: � Total floor area(sq.ftJ � (including garage,finished basemenUattics, decks or porch) Gross living area(sq.ft.) Habitable room count � Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open . 3. "Total Project Square Footage"may be subs[ituted for"Total Project CosP' _ � CITY OF S<�1LE.ti1, �I.-1SS.�ICHL'SETTS BtiII.DL�IG DEPART1tEV7 . � . 13O WASHL�IGTON STREET,3�'FLOOR T�FL (97� 745-9595 F�x(97� 740-9846 (�[�{gg�tL$Y DRISCOLL 1MYOR 'IHoeus ST.P[Fxxs DIRELTOR OE PI:HLIC PROPERTY/8l'IIDQvG CO\L�![SSIO�iER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris,and the provisions of MGL c 40,S 54; Building Peimit# is issued with tl�e condition that the debris resulting finm this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c l I 1, S 150A. The debris wili be transported by: SolarCity (name of hauler) . ' The debris will be disposed of in : SolarCity Wilmington � (name of tacility) 800 Research Dr. Wilmington Ma (address of facility) _ ��signa o .it a IiCant 7/7/2016 t7alC Jcbriv17.duc . �� The Commar�vealth ofhlassact�usefls ' Departneer:t nfladastrialAccidents O�ce ofl'nvestfgafions - ' 1 Congrers Sireet, Suite 1(Jtl Boston,Mft 02114-21l17 wwnw�nass.gov/dia Workera'Compensaiion InsuranceAflidavit: Builders/Confractvr�/Electricians/Ptumbers A�a��ant[ttformation Piease Print Le�ibtY Name (au:in�:�o��uo�nna��saum�: SolarCity Corp. __ pddress: 3055 Clearview Way Ciry/State/Zip: San Mateo CA. 94402 pbone#:$$$-765-2489 Are you an cmptoyer?Check RRa apprnpriate 6or. � Type of projeet(required): I.O✓ 1 am a emptoyei witli 15,000 4� O ��A�a genaral conhacior aad I 6. �New construction emplayeus(fu11 and/or paK-lime).* have hired fhe su6-cootractors 2.O 2�e sate pro�ietor or pariner- listed an the attached sheel T. �Rcmodoling ship and hsae na�nployees Thue sutr�ontractors have R. �Ucmatition working for me in any aapacity, employoes and hjve woffcers' y ��din�addiNon [Noworkecs' comp, insurance comp.iusurance. required.� 5. (] We are a co�poretion and its 10.Q Electrieel repairs or additlons ' 3.[] 1 am a Lomruwner doing all work offcars fiave exercised their !LQ P3umbing repeirs or additions t[rysCli. �No worKers' COAIjt. ��g1��Di cxcmNiiun E,er�J�.;L 12.❑Roaf repeirs insuram:e requireJ,j� c. 152,§1(4),end wa have no empfoyees.(TFoworkecs' T3�OtherSolar/PV camp. inSurance required.� . •Any appticane t[rat c6ecka box N f mus�also t{It out ihc secNon bclow showing t3�nr xrorkc`s'anpensatron pa]iey info.motion. t Nomeowners m}ro submit this atfidevil indiceting Ihey aro deing ell nerk ond then HRe outsido cnnkectms musl submite ne+v etfidavit inGicuinssuch. 7Contrncwrs tlinl eheck this box must sriached en additiond sheet�Ifowing tl�a nwn¢of IAc sub•convaceors artd s[atc whcllrcr m net chase rn[ities havc emplayees. fRhesub•eoflltaqorshaveemployees,iheymtutprovidethe'cwa�keri camppolieynum6er. !ate ae employer lkat isprov'ulJug warkers'compensalion.rasumnce jor my enrployees. Be[ow rt dee poGry and job site iff/ormatiun. i��,��compa�yN�e: Zurich American Insurance Company � Policy�w Sete ins.Lic.�: WC0182015-00 Exp'vation E1are: 9/1/2016 �o5sic�Adaress; 17 Valley St ci�yiSmretZ�P: Salem MA Altnch a eapyof tke we�kers' compeqsation poticy deckaration page(showh�g the polley unmber and eap(radoo date). Fxih�rs to secure ceverage as rcguired under Secticn 25A aT MGL c. I52 csn lesd to the imyosi:ion af crminai penaltizs af a fine up ro 51,500.00 end�ar one-yeat imprisonment,as tveU as cia�l penalties in the form of a STOP WORK ORDER artd a fine of up to 325D.OD�a day against tha uiolatar. Be advised thatra copy of this statemant may bx farwarded to tha OfFtce of Investigations of the DFA for insurance coverage verificatiaa /do hereby cerllf, w tlre paixs and penaBles ofpe.jury thrtf fl;e injornw�lon provfded abave tsYrue nnd wrrect 5ienatuyr.�'��2>�--- Date: 7/7/2016 Phnne N� Of�eial use only. L�oaet�vrHe inl6is area,to 62 ccot�/eled by eiy o:lOWfi O�C7AI. CGify or Town: permii/l;icense�` lssuing Aulharity(circle onej: 1.Board uf Healltr 2.iiuilding Departmen{ 3.Citq/7'own Cterk d,Cleeirical[ns{�ec[or 5.Plumbing Inspeetor 6.Other Contact Yerson: Phone#: A a� CER71F1CATE OF LIABILITY INSURANCE °�;,,��r;°"''''n � . THt$ CERTIFICATE IS BSIiED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RI6FiTu UPON THE CERTIFICATE.HOLOER. THIS , CERTIFICATE DOES NOT AFFIRMAT4VEl.Y OR NEGATIVELY AMEN�, EXTENb OR ALTER THE COVERAGE AFFOROEO BY THE YOLIC7ES BELOW. FHIS CERTIFICATE OP INSURANCE POES NO7 CONSTITUTE A CONTRACT HETWEHN THE ISSUING INSURER�S), AUTHOR¢ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. � IMPOf2TANT: If the certiflcate holder is an ADDITIDNAL INSURED, the policy(ies) must be endorsed. If SUBROGAT�ON 1S WAIVED, subject to � the terms artd conditions of the policy,certain policies may fequire an endorsement. A s[atement on th(s certificate does not confer righls to the• certificaffi hakder in lieu of such entlotsement(5). - PRODUCER CONTACT MARSHRISKB iNSURaNCESERVICES � r+amE;__,__._. _ ._ .. . ... . . . .... . _. _._ . . . . ... .. .._........_.. ._... 745CALIFORNIASTREET,SUITE530P . � .�a�� Es11�, ,_.._._.-. . .. .__ . ,.;jac,No�; _..._.. _. CALIFORNIA LICENSE NO.OA97753 E Maa -�� SANFRANCISCO,CA 941D9 nPurs€�5;. _... _._ _ _._._ _.. .. .. __._., AtlIL$h3m10n St.oU 415-74&8934 .,.,,_..INSURER{S)AFFOROING COVERAGE � NPIC A'�� .. . ... .... . ._... . . . ... ..__...� .—._.._ 998301S7ND-GAVJl1E-75�76 re�SunEx A:Zurich American Insu�ance Campairy �16535 ...._ __... __ . .___. . ........ . ...... .... .. ._. _. . _..__ __._. ..... . .... .... .._..... ...... .. .. ..._........ . ...... ... ... . ..... . ...� . . ...... ............ INSUaso NJSfIRER 8:NIA �WA SolaiCity Corporalion - . '... . . ... .. .. ...... � . ... .... 3955 Clearciew Way mSunEa c:.N!A �NlF .. .... ... ..__.. ......-+ San Mateo,CA 994U2 _wSveEe n,American Zunch Insurance Canpany ,N0742 .._ .. .. ..._ _ _. .. ... .. � wsunenE:,.. ... , . ' . . . . . ......._. __. ..., . .. . WsuaQa F: COVERAGES CERTIFICATE NUMBER: SEa-oo2713e3soe REVISION NIJMBER:4 THIS IS TO CERTIFY THAT THE POLiC1E5 OF INSURANC� �I$TEO BELpW HAVE BEEN ISSUED TO 7HE INSl1RED NAMED ABOVE FOR THE POLICY PERIOD. 1N�ICA7ED. N07WITHSTANDING AM'REQUIREMENl'. TERM OR COND1710N OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHlCH TNIS CERIIFICATE MAY BE ISSUE� OR MAY PERTAEN, THE INSURANCE AFFOROEO BY THE POLICIES DESCRBED HEF3EIN iS SUBJECT TO ALL THE TERMS, EXCLUSIONSANO CONOITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED @Y PAI�CLAiMS. � i .__ ............. _ ...._._ . _.. �Ljpl ..�..�- ��TYPEOFINSURIINCE ...... . .....AOOLSUBR... . ........POCYNUM6ER....... ...r'M�ID�Y � �LIGUY'EEY� LIMRS A X GOMMERCwLGENExawAelLlrr ; jGLW782096-00 I09(07120f5 '0910112016 enncqOCCURRENCE }S 3000,Wu _� ._.... . . ..._.._... I . �6AMAGE TO RENTE�� _� LLAIMSJAADE �X]OCWft I : i PREMI$ES�Eaeaurteixel �..5 ... ... 3QD�,000 X SFR'5250,000 I : � � MEO EXP(My one pe�sen) 5 5,006 . . ..... .. . . ...... � � � . PERSadAE&pDVINJURY 5 3UOO,OPU � i ._. .__. .. . . . . . . . .. ........ . GEN'LAGGR[GATELIMITAPPLIESPER �� I : : I GENEWILAGGREGFT£ s_ e000,oao : X ' pOLICY� : jE� ;_ :.LOG ! : � i - PRODUCTS�COMPfOP AGG S s OOO,OOO t. � .. , .. . � . . ." _" _ __ _ _ . ... . . . ... .... OTHER s � i � A '.AuioM08tLEUAeIUTY ' 'BAP0182017-00 i09lD7/2635 !09101R016 CO INE SI LE IM ' y S,OOO,OOD : . . � . ,jE3pcndeqlJ..._..._ . _: .... . . ..... ...._..'"'_ � X �ANYA41T0 �. .. : : -BODILYINJURV�Perpersnn� j5 � X �AUTO�EO f.X1AUTOSULEO FBDOILY7NJIIRYIPeraccMent� S ..... .._....__ ; X.j HIRED AUi0.5 f x j AUT S�ED t(ooa cpgnl�MHGE �. i y . ... .. ..... � � COMPICOLL�EO: E gs.000 { ; OMBRELLALUIB� : �OCCUR � I �: ' � rEAGH_OGCURRENCE �S , t { ' : . . . .. . ...... .. t . EXCESSIIAB 1� _ yCLAlMSM4�E� � � ; r0.GGREG/+TE _ �S.. j .... �_ - _ _ . .. . ............. oE� - � RETENTIONE - :S p �WORNERSCOMPENSATION :WC9182014�00(AOS) ;a91�1l2015 �;0910112016 • g '�PER 'OiH � � �ANO EMPLOYEflS'LIA6ILIYY � F _�$TANTE . ..�.ER � .. ... ......... .. A IAM'PROPRIETORtPARTNERIFJ(ECUTNE YaN�p; ��182015�00(MA) i091otl2015 ;09N112016 rE_IEACHACCIpEM �S . �Q�,OOO OFFICER/MEM6EkEXCLUOEo� �WC�EDUCTIBLE�,$`�O,WO EL_�ISEASE�EAEMPLOYEE�S_ _ 7000,000 �Me�tlemry�qNH{ I I�yes.aescnbeunder � �� ' 7,000,000 �ESCRIPTION OF OPERATIONS Eelow � � � E L UISEASE�POLICYLINIT i S ( I � , DESCqIPT50N OF OPERAT1pNS f LOCATIONS/VEHICLES (ACORO f01,AtlEiHanal Rema�k%S�hedule,may be aMachetl lI mare space ls requir06) Evitlence of insurance. � � CERTIFICATE HOLDER CANCELLATION SdarCity Coryoratian SHOULD ANY OF THE ABOVE DESCRIBE�POLIC�ES BE CANCELLED BEFORE 3055CIearviewWay THE EXPlRATION DATE TI+EREOF, NOTICE WiLL BE �ELIVERED IN � San h1ateo,CA 99402 pCCOkDANCB W1TN THE POLICY PROVISIONS. AllTHOA1ZED�PR�SENTAT�V E . oi Marsh Risk 8lnsurae¢e Seevices CharlesMarmDlejO C-�/,r je-, �f�—=T-, �O 1988-2014 ACORD CORPORATION. All rights�reserved. ACORD 25(201M01) � The ACORD name and logo are reglstered marks of ACORD f .y"1� '��li�+ [{ � H�/r�r Ji✓�Y•Iil,�fi �� ''� /(fl.�.e�ir l�f.fr�I�l�i .�� 3� ,.: 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 Addresa sod return card.Mark reason for change. �++� o cwarn � Address � Renewel � EmploymeM �_� LostCard - '.'F, i,.n.n.i�n-..�fli��' /in..�r.�r.:rll. � ��#(Miee of Consomer AttaM&Buaineu Regula8on Liceme or registratioa valid for indivfdul uu only x.�OM� be[ore the ea iretlon date. If tound return to: E IMPROVEMENT CONTRACTOR Oflice of Consumer Aifairs and Business Regulation ��?Raglatration: �88572 Type: �OParkPlers-SuiteSL70 � ' ExplreUon: 31g12077 Supplement Cerd goston,MA 02116 . SOLAR CITY CORPOR4TION DAN FONZI =/i�� — — • 3055CLEARVIEW WAY '`,,�' '.' ':"' — — 4 � I SAN MATEO,CA 94402 Undeneeretery Not valid without 9ignature +�"�` `.`ffiiKlsusldia�OR�Xra�r.Y d'P4tSiec Stlety . �•`i� Bs�rd a!Bc;.kif+v�Rc�uixtlons anif�fa�tiKrl:' . � � Cun+twiW+N�u(K�nla+rr � �" � . . Licensc;C3-1D1887 � ' ,''� ' ,,, " � DANIEL D FONZS= _ LS KSLLEY RD : � s . WYLbfQIGTON IVIA 0188� � '� . J..�w.�.�1.� . �.� � =zpar�wn � Conv+axsw++ar 09N912078 w�� ,�, DocuSign Envelope ID: F3E08DF3-ACD84165-ACDE-85BC395632A3 � ,, i a �� . yw., g ,�� ! . ",*.,,,� �� a� s'ik a �71 ��I(�� . ` � SO�afCl'�}/ � SolarLease,�C'��,��,�'�� .� � � ��„ ,� �y,� ``��"�` � � '' ` �� a ; E � '� '�, �o Custome�Name and Address �'7�� Ins[allation Lo<atior�t� rr' Date �y�Fi� � mostafa ahmadialmousavi � � 17 Valley Street 6/16/2016 � � f �� 17 Valley St '� °* Salem,MA 01970 � n��Ep��' , ��:�� Salem,MA 01970 ��ti �'� � �"" � ��' � X � " v. • ti ��;' � ��;��a!«s�,i �I��'�� '; ,� �a '1 �q�`< ��i tM ,� < < .� � � . — —Fy`l �F� t8 a �sit}� }�w .; isx�a , rNN� �� n �nv�i� fl'�5i? 1� �'=�p'i � S�x ,_. , ` . �, Here are the key.terms of your Solarl,ease Agreement ��i �� " �� ? k �I ( �i a , '� .F '�� + � �s i��iR ( y� � i i �3�tH�' ' � �,�aL„� t H r�i � � tti� �',� ��I � 'yIfi � ' I �� f{� �i ��'+�n�i �' � i1��t ��P��j��h i��1��TM��j��k��, i"��uS .� . �, ,�i �` ��ii�� 'i,�IS �� 4� �� j��'� E;��F � >,1 w'4`�� f . �� S 2 ,6 ,iI , i�,((�., g6 t,��ji� s �s ��x i � �"i �{y, � �iW i . �1' ,. �4 �`` � � � � �� ,Ift wtr �� N. PP � � �� E ii, p a < <� I; �� drt � ' `�� ! ',i L� �, ': � .�i k "� w. �+ . ^��1 , � � ,n a � � ' �� "� ��#I ;�'I �` , wl " '�' � F aF k�H ��. '�� 3 ,?�� Amount due at contract signing �irst year mon �ayment„� „� � ,� Agreeme �m' �� '' i , �� I i'�ut w i � _i •....�..� � 8 � ��( �� k sc` F�. 3� G.� �� ` � � �,. G (Est.Pnr.e per kWh F rstNeai:$0.1717� � .,! I t �'�) (/�, /� {�� i � Iv 4 7 t IN.Q 1 � �5' ic � '� �;� ., � I > �`i ` i "�s ��„it�t� �Ii,u1p�,I��'� �� i�,��p • - E� ( i Initial here_ (aq� +� (j Imtial here_ � i i ' �u ��6 � ..._.�.,.� ,.�. .,...._ __. ._._._. e...,._ ..__a_,�._.._..,,._. i� �a � �� `� ' �' ;��.,S�1I�l� i�, ��{� .� .,_.....__ �. ,a�_ � u �. , ae � � � The SolarCity Promise � os 1 k�, •We provide a money-back energy performance guarantee�a �,Q �� , •We guarantee that if you sell your Home,the buyer will�qualifyto assume your Agreemeni. . ................ ...................i��c�ai h� ��'��j� � • '� � .We warrant all of our roofing work ff-"""" �+.,,� ��., � ��'"��. �"�'� . , OS .We restore your roof at the end of the,Agreement. ""`t ° � '.�� , � ` + :ik •.We warrant, insure and repair the System. �........... � .....::. ............. .................. .................. ��...., i��e�ai her '�k'#GN 1 / ,,� � � '�� p .We fix or pay for any damage we may cause to your property. � ,, � . � '� , �I. •We provide 24/7 web enabled monitoring at noadditional cost. .The rate you pay us will remain f ed for the teYm of the Agreement. ✓'�" '�� . � p� g �� i, '� ti I I The pricing in this Agreement is valid for 30 day�fter 6/16/2016. ;� � '�r�'�� ,i You`r,S=olarCity Lease Agreement Details �. ,. _.� , � ✓� ' V�,Sf ` � • � / �"��fi�'. '� ��. � � � �.��` ' / �� t�� F� 3 ' .. #�F p,� �.�� Your Choices at the End of the Initial �• Vour Prepayment Choices During Amount due at canxtact signing' 7erm: � � the 7erm: �' ° � ��'�� ,�,,;,�� ,� � ',�,`�, � . •SolarCity will remove the5ystem at no i� � If you move,you may prepay the � �,� ��`��'�"��"��'�`�°"�'°" °�'� p"� - additional cost to you. "q- °"�� .-� � remaining payments(if any) at a i ESt.amdunt due�t mstallation i� . ' $0'�� ,�. 4��k ',,` . •You can upgrade to a new System�with ..� '�, discount. �� m�^•� "�,s�G j�E ',�r• ` '�� j-� � � the latest solar technology under a new �� Est•amount due at building�inspection �ontrect. $0 � - -_� �- . .:-==. _..,.:;.,- ,.,,x .� •You may renew your Agreement for up to b - _. I Est.first year production , �, � ten(10)years in two(2)five(5)year , � � 6539kWh �� i s �r'�t` ��. increments. � ` �'E `. � ., �,# �,,,,�,..„„�;;„,.,,;,,�,.�;.„�.��.,,,.,,,�,o,„„�;'�,¢„a�!� � ��.. ,�Otherwise,the Agreementwill "'�, � automatically renew for an additional one �, �E�� - �r�- �M1+,�(1)yearterm at 10% less than the then- � �'� �� `��' 6 :`�� / ,,.--,� current average rate charges by your local ,.-� �, \ ��i{ , ` utility. � � , � �, ��. � ��..� � �. � � -- � � � �._ . .� ,{ � ,� 3055 Clearview Way, San Mateo,C�A 94402�� 885.765.2489 � solarcity.com �� '� � �;�'�9zasoe f` �' �°, 1 `�`� ` �'.r �;N ,�a SolarLease Agreement,version 7 2 3,lune 15,2016� ` � �i�'. SAPC/SEFA Compliant � � � �.�;� .�,� ��.� ��y � � � � Contractor License MA HIC 1685R/EL-1136MR � I Document generated on 6/16fZ016 ,;,� ,�,,,�` - l Copyright 2008-2015 SolarCity Corporation',All Rights Reserved � «�'f� :q# �/` � .� ' .. {„i � .��a � a,e .l..�.� �»�""F '.� ti 4�� DocuSign EnvelopelD: F3E08DF3-ACD8-4165-ACDE-858C395632A3� �3„ �( � �'� G.....-Yw. �+�4�'=� . �. h` � �,t.i�sk. g �,y� t \.,�� fi � � �'�MII yN! t ��I�`y�i� t � �� ....� � ,'+ j� ��2�'a1��tNt�� \. �E (,��r!�l 22. PRIVACY/PUBLICIn 1 g� �' � I have read this Lease and the Exhibits in.their entirety and I ;�f"6 '�� '' ' ��p1� acknowled e that I have received a com lete co of this' �� You grent SolarCity the righf�to pubhcly use display,share, , B ,.�p pY # „d b sJ ita and advertise the photogrephic images,.Pro�ect details,_ Lease. 'yW��Z��!� � ,�� price and any other�non pe�'sonally identifying information '�� ` `� � � � �� of your Project. S lo aeCity shall not knowinglyrelease any ,��{�" � �'�� y,,,� �� personally identifieble informetion about you or any data Customer's Name: mostafa a�hmadialmouspavi 4` �F associating you with the Project location Yo may opUout �r1' �iY F'�p4., /R J �� i , J p n 't'd�' /��auSlBnetl bY �� 9W�• �' ofthese publiaty rights by giwng us wntten notice and 'r �t�; � 1 I �i��I ' f I�:o .r r �'"' Signature: NtOSldl�01.�AaA.tM'0.�Lt�AU-S0.W �' fmailing it to Sola�rCity Corporation,Attention: Publicity Opt �� e2a�eonF�Feaae . � ��-' � � Out,3055 Clearview Way,San Mateo, CA 94402. ��• ��'��. �"�� Dat�`��6/lfi/201fi�� ,� 23 �� NOTICE OF RIGHT TO CANCEL � ��*y��h N � `i�l��!�'ias�'w ��°1,� ,..i��,., ��: YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO ...._r_-,. , MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Customer's Name: YOU SIGN THIS LEASE.SEE EXHIBIT 1,THE ATTACHED I NOTICE OF CANCELLATION FORM,FOR AN EXPLANATION Signature ��x ��'�� w , � I . . .__ .._.: a OF THIS RIGHT. � '�. �� Date: �.�.. .�-.«y`�E,i�!� � '�,'#�� 24. ADDITIONAL RIGHTS TO CANCEL � E' ', � � �.. �E „ � � . ^-,,,� IN ADDITION TO ANY RIGHTS YOU�MAY HAyVE TO��CANCEL � �"'?".�,, j ��' � � THIS LEASE UNDER SECTIONS 6 AND 23,�YOU MAV ALSO �:, SolarLease Agreement �� CANCEL THIS LEASE AT NO COST AT ANY TIME PRIOR TO I�{.= . . � ,�. `�� COMMENCEMENTOFCONSTRUG�ONONYOURHOME. ' SolarGty- � �r 25. Prieing �{ . ��r �e''�"`�•-. k, � -��'� � ' approved� `' The pricing in this�Lease is valid for 30 days after � � fi PllP �i�. N4� 'b�"'H'�, �� t' 'y €i � . 6/16/2016. If you don't sign�this Lease and retum it to us � j 1, Y on or prior to 30�days after 6/16/2016,Sola City reserves �"'""� F� � �f,:,. . m�r � .�.��..,r Signature: . . r �a,m.��.�v, � �� the right to rejectYhis Lease�unless you agree to our then t � r� «r �,: , �� ,�currentpricing. � �� ,..! � � Lyndon Rive,-CEO � � �� ,, � ,� � �� ,�� Date: F 6/16/2016 Ii<'�. � ..,. . , � , ii. � � '�. " ��'i ' �� . n,�,�...i.�� . ,�' rk C {�E� � I,i�,. � �� „� ��s { � i � �� k (�,�° � i � ,$ � �.+� � q �_ `�sIP� ��j� `.� .,,� a� `h. '� �A�� ,� !` v�0 d � � � n � � � � „� ,� f a� . �zr.� .. �#;Q�� i K�' �� .� _ �P .I� �� "�., ' ��' ,�� ,�M.«� � .; ��_ � ��;�,,,,� ti ± r " �� a �"� 't`�� ,;� ��❑■ e � � � ' SolarLease Agreement,version 7 2 3,lune15�2016 �� M� ='j� � t' ��. 1923506-^^� � ��! �`�i .� �i ,��- ,.,f ' ' �r ��LYL fY �k `T ' ��L;�k° � d "',.....A" � .� �� `�`t' � Version#61.2-TBD -; ;SolarCity e-..; 1 ' Ed Genereted Juy 6, 2016 � RE: CERTIFICATION LEffER `" � Project/)ob # 0192164 � Project Address: Ahmadialmousavi Residence 17 Valley St � Salem, MA 01970 AH] Salem SC Office Wilming[on ' Design Criteria: . -Applicable Codes = MA Res. Code, 8th Edition, ASCE 7-05, and 2005 NDS � - Risk Category = II � -Wind Speed = 100 mph, Fxposure Category C . � -Ground Snow Load = 40 psf . - MPl: 2x8 @ 24" OC, Roof DL= 12 psf, Roof LL/SL = 28 psf(Non-PV), Roof LL/SL = 18.8 psf(P� - MP3: 2x8 @ 24" OC, Roof DL= 12 psf, Roof LL/SL = 28 psf(Non-PV), Roof LL/SL = 18.8 psf(PV) � - MPS: 2x8 @ 24" OC, Roof DL= 12 psf, Roof LL/SL = 28 psf(Non-PV), Roof LL/SL = 18.8 psf(P� - MP6: 2x8 @ 24" OC, Roof DL= 12 psf, Roof LL/SL = 28 psf(Non-P�, Roof LL/SL = 18.8 psf(PV) ' Note: Per IBC 1613.1; Seismic check is not required because Ss = 031364 < 0.4g and Seismic Design Category (SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address inditated above was pertormed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware spetifitations are contained in the plans/docs submitted for approval. t F-� 3 � K. � Sincerely, Digitally signed by Humphrey v SNOC 9�� Humphrey Kariuki, P.E. Kd C I U�CI �RFG�SiEa�� Professional Engineer Ddt2: 2016.07.07 07:27:18 -04'00' ��ow� T: 443.451.3515 email: hkariuki@solarcity.com 3055 Cleatview Way San Mateo,CA 94402 r(650)638-10YB (886)SOL-GTY v 5650)638-t0Y9 solarcity.com .4055W,M w-p93].K XOC!�31NNOC 1�s�W.GfSIBltll1.N.{A ERW tGR NK G61i)IG/ElC O�SlIVS.YC�q6M WJOGQ�fCGv0159l,OE N11�20'.B✓i1MW2.R E�l]COii16.Mi ii-SolA.lt N-4A}.nn MC 160.NL C1-113M1R.MO ItlC I]B9i9/1H05,NC 3fA0W.MI O]�)C/11533M.NJNJH<IUVN(µMOf W@�EB01n$ICU.NM FCOB-SMSCO.NV NV201STSSDLQ-WmC�B/Ol-OJN]1V.q1 EL�]]W.OR CUbOlO8ry:563.P�XCP��)JS<3.PI ACOJ�]M/F�g383A.lAiECl3)C06.UI!]30YAd5M.V�[lE$RISISSPl.VI f M-0503V.W150.MC•'MO VSOLMC'VOS�.IJbxry eSV.Grwn�41BO,N��nu NI�OOTOOOO.hNwn 1'CdUt.0.ou4W 11-nBb�JOM-0O.SY�(M[ 3Tly��M.W��kF��M WC-35Ca9-MS.N Y C I3COtH�A'.I.SCENYC�N Y C LIrnn�G��c1el<IM.M1lLt4/OU<105.155 Wet�SI,dN FI,VM�O.p�oOH�er.NY T]Ol YyM3066dC�MI b�n�p WEW tySMvGtyFlMn[�Compm'.LLC U finm[�lmMr�l��w�s�IW1>Od SOIwGt/f In�rK�qln�qry.LLC I�Na�1�tl W UN D1�wu�5b1�B W Lpnmi�tlMN Y�nPY��n W11nry�In��I�w��f unJ�li4m��mm�w�OW�33.ND COn�ur�wi tux�Llpn��$i�1.NV InalNmmt Lomtiawv�ItIlJ13/111101L Po Linrn�tlt�tlo 1301WtOYL i%Ryalu�E G�Gltoi 1�OWlW 63-30'�Oi.Vf lNr LF�.pn�Ie1Ad Version #61.2-TB9 ';;;SolarCity. " -- ....: Ed Generated HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modutes'Standoff Specifications � HardWal'e X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 72" 29" 39" NA Sta9gered 64.1% MP3 72" 29" 39" NA SWggered 64.1°h MPS R" 24" 39" NA . Staggered 64.1% MP6 72" 29" 39" NA Staggered 64.1% Portrait Hardware-Portrait Modules' Standoff Spec�cations Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3 98" 16" 65" NA Stag9ered 71.1°/a MP3 48" 18" 65" NA Staggered 71.1°/a MPS � 48" 18" 65" NA Staggered 71.1% MP6 48" 18" 65" NA Stzggered � 71.1% Structure �-Mounting�Plane Framing Qualification Results 7ype Spacing Pitch Member Evaluation Resultr MP3 . Stick Frame 24"O.C. 30° Member Impac[Check OK MP3 Stick Frame 24"O.C. 30° Member Impact Check OK MPS Stick Frame 24"O.C. 30° Mem6er Im ac[Check OK MP6 Stick Frame 24"O.C. 30° Member Im act Check OK Refer to the submitted drawings for details of infortnation collected during a site survey. All member analysis and/or evalua[ion is based on framing information . 9athered on si[e.The existing gravity and lateral load carrying members were evaluated in aaordance with the IBC and the IEBC. 3055 Clearvlew Way San Mateo,CA 9A402 r(6501 636-102B B861 SOL-CI7V F(650)638-7029 solarcity.com . µ055[0.44M-D03).(SROC395)NFOLi<'u<LO,GICSLBlBEICI.WECBOfLCIMM0612])E�£LC01I605.DC�%UtAOP)OBp/ECCVORYS.OE40�14038NI1�605].REC1300512n,XICi-10)p,IL15-Cp53.MAMCMBS]L EL-11lLMR.HU IlC 12BM8/ID06,NL 3LV91-0.NN OSqC/10i?}M,ryJ NJMICtr13`M W IbOFpOJSaEBJ1I5D02NM EECl3Mypp ryV M'10@n15q1/GY-MM640/@-COM]W.qi EL i1)W.OR CBO W OB/C561.PA�XCP+W�<l.Po AC004Iv/Fe¢383t3.i1.1EC13I006.Ut 8)t69503'vOLVA ElfiX�SYn',�]B.N EM-06B3^.W�SOIMG'�ro0U50lMC'aOEP].ulwry.fSv,GNn��-e86.N�u�u MS<Ov]MC00.0.itn�m PC60af.Re.n�lntl N-�18M-a0-0OU0.fiutieh 5305)-H.\'/etlU�sla WC-2KB8-Hry.N Y C M3PJ130�-0CA SCCMC:N YA LI<wK¢tl�ectrlciart 114t10.N00��85.155 Wa W SL LIM1 Fl.UYI A.Breoqp.NY PXIL 12%SOfS-0G PN b�m paNO�]b/$o1HCIryFlneaa GmPo�Y.LLG G Flnen<e L�nE�/LLI<wiN 6 W�)GE Y.NrGhPmnc�Canprry.LLC b 4aFlwtl b/Ue 0�'�wm5fab fi�rt fnmmluiona to�nyy�ln WGno�InDNawan�nEritc�rw�wmEnr�dZ2 MP Gmump lon L�amt�11.b.M/ Ineln�mmt LemLlcn�se I110R3/ILtW2l W Li<�m�GttWw Y2p53 W3LL.Ea PepvS:wrY Qo➢tar UpWS Wbd-303d0y VI tmMv lk�ms�/61ib STRUCTURE ANALYSIS- LOADING SUMMARY_AND_MEMBER CHECK - MPl_ _ Member Properties Summary MPl HorizonWl Member S ans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof S stem Pro erties S an 1 - 13.67 ft � �Actual D 7.25" � Number of S ans w/o Overhan 1 S an 2 Nominal Yes Roofin Materiai Com Roof 5 an 3 A in^2 10.88 Re-Roof �� No S an 4 Sx (in.^3 13.14 PI ood Sheathin � Yes �5 �an 5 �� s"� "� ��-' � � "��Ix in^4 � �`47.63 Board Sheathing Solid-Sheathin Total Rake S an 17.12 ft TL Defl'n Limit 120 Vaulbed Ceilin � No ��% PV 1 Start 2.67 ft �:. �-Wood S ecies `.� SPF K�: .;. __.. __..—__ _- . . ..__. Ceilin Finish 1/2"Gypsum Board PV 1 End 14.11 ft �� Wood Grade #2 RaRer Slo e 30° PV 2 Start Fb psi 875_____. Rafter 5 acin 24" O.C. PV 2 End Fv si �� 135 To Lat Bracin Full PV 3 Start __E ( si ______ ___1,400,000 _.__ Bot Lat Bracin At Su orts � PV 3 End �E-min si 510 000 Member Loading Summary Roof Pitch 7 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 12.0 sf x 1.15 13.9 sf 13.9 sf PV Dead Load :�:^'.�'— ,'------ —PV-DL 3A� sf �, --- x 1.15� _ . _.- ----_- -,---_3.5 sf._-_.�. Roof Live Load RLL 20A sf x 0.85 �� 17.0 sf _ . .- ---- —� � — �— - -- —. . _ —.... .---- - — --.._ Live/Snow Load � . LL/SL��2 40.0 psf x OJ � x 0.47 28.0 psf 18.8 psf � � TOWI Load Governin LC TL 41.9 sf 36.1 sf Notes: 1, ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=OJ(CQ)(C.�)(Is)py; CQ=0.9,Ci=11, Is 1.0 Member Design Summa er NDS) Governin Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 039 1.2 1.15 � Member Analysis Results Summa Governin Anal sis Pre-PV Moment Ib-in PosbPV Moment Net Im act ResuR Grav Loadin Check 1764 1515 0.86 Pass �CALCUI:ATION:OF DESIGN 1NIND LOADS'�MPl _ _ — � Mountin Plane Information Roofin Material _-_._. . ..:_.._ . ., . , � . ... CompRoof . .kr. ___ zw � ��;� Roof Slope 30° �� —-_ �-- ----�^-��. Rafter S acin „__. . :,__ .. -__.� ._�____ - .24"O.C. . . a: =-_.��- .� Freming Type/ Direction �� Y-Y Rafters � � � —� �.-_-.=z - ��..�,��--�-�-�.r-�, PV-SystemType_ - - _ . _ _ ___ _SolarCity.SleekMount""_ _ _ .._ .,. Zep Sy_stem Typ�_w,.��,�. ZS Comp ____ � � Standoff Attachment Hardware _,.:. Comp Mount SRV'�'�`�� Spanning Ventr No � Wind Desi n Criteria Wmd Design Code . ASCE 7-OS � ��.�..-.-.�----- ��--�+� Wind_Design Method��_„_, - _ Partially/Fulty_.Enclosed Method . _ _ _ _ _ _ _ Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category:- - _ _- �� - - __ _- _ - C_ ' _ Sedion 6.5.6.3 Roof Sryle � Gable Roof � Fig.5-i1e/c/o-1an/e .-.-. Mean Roof Hei ht-�� h-'��` � �t 25 ft �� Section 6.2 �� Wind Pressure Calculation Coefficients Wind Pressure Exposure K� 0.95 Table 6-3 � �_ ��_��#��"� � :.� � • _. 1.00 "� ai- Sedion 6.5.7�� Topographic Factor y�� _n� Wind Diredionality Factor IC� 0.85 � Table 6-4 i � Im ortance Factor=�"''��`��I'�� Y r� SA #'. �Tab�-� le 6-1�a , ;.,, , . . . . „ , ._._ . _...__ .. ..._ �.._ . Velocity Pressure qh �qh = 0.00256(Kz)(Kzt)(Kd) (V^2) (I) Equation 6-15 20.6 sf Wind Pressure 6ct Pressure Coefficient U GCp(U ) ` -0.95 Fig.6-11B/C/D-14A/B F�ct. Pressure Coefficient Down � 'GCp Down � � `� -"� "" �"� 0.88 E „ �.—�� Fig.6-11B/C/D-14A/B Desi n Wind Pressure p = qh(GCp) � � E uation 6-22 � Wind Pressure U „ -19.6 psf � � Wind Pressure Down 18.0 psf �ALLOWABLE3TAN DOFF3PACIN GS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" _.��-��-- :,�;. 24'�. ^�t� �s:_- ` _'-�- - <-,-NA'�� +-��-�r�'�-a,r Max Allowable Cantileve�.�,y�„ --�- .�� _�Landsw_pe_«�—. �-� �} a __ Standoff Confi uration Landsca e Sta ered Max SWndo �ff Tributary_Area - .� Trib� - - -- ,+.�20 sf_ _ __ _ ��,__ . �, ��.�. PV Assembry Dead Load x W-PV 3.0 psf � �� T�.T-actual .. .. .. .�. . . 352 Ibs � .�.'�F Net Wind Uplift at Standoff_ - -_ .�_____�„ Uplift Capacity of Stendoff T-allow � � 548 Ibs --.�-.r.�.-��.--.��---�, -- ��. SWndoff Demand Ca ac' � . DCR _. ...641% . �.' .� ._. .� _ X-Diredion Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" ��_.=�- __ �--�-.�� Max Allowable Cantilevery�^�'��_�,—,Portrait�,,,-,� . ��» r �":� ,s 18".: :��, .� �� e �7��. NA"� Standoff Confi uration Portrait Sta ered Max Standoff.TribuWry_Area =�n�< _ Trib �r��_ � ^;��- -�22 sf x, �� ,-�s a.� . ��t=;_ r� �'�� , �. PV Assembly Dead Load �m W-PV 3.0 psf -�-�--�-.-.��-----�� - Net Wind U lift at Standoff_ ��: .� x-T-adual . �-390 Ibs � �a- �� _ �y��.:� _P— , Uplift CapacRy of Standoff �T-allow�� 548 Ibs -_ --��----�-�.��--�_�.� Standoff Demand Ca aci �- DCR - � -� .*71.1% �r.. .<, ::�, •_..�! ..--�'�'� � �STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontai Member S ans RaRer Pro erties Overhang 1.16 ft Adual W 1.50" Roof stem Pro erties �� 5 an 1� �� 13.61 ft �Actual D � 7.25" Number of S ans w/o Overhan 1 S an 2 Nominal Yes .._..._ _.... .. _ ..... . Roofin Material Com Roof S an 3 A in^2 10.85 - -- --- Re-Roof No 5 an 4 Sx in.^3 13.14 PI ood Sheathin. . . ..:Yes '..... ... S an�5 �.� _..._' .��`-T- �Ix in^4 �� 47.63 � ' Board Sheathing Solid-Sheathin Total Rake S an 17.05 ft TL Defl'n Limit 120 VauRed Ceilin ._ ..� . -� No ... PV 1 Start. 2.42 ft ,Wood 5 ecies .. SPF . � ..--- ---.. .. . --- Ceilin Finish 1/2"Gypsum Board PV 1 End � 13.92 ft Wood Grade #2 Rafter Slope 30° PV 2 Start __Fb( si . 875 Rafter 5 acin 24"O.C. PV 2 End Fv si � 135 To Lat Brecin Full PV 3 Start ___.. .__.__ __.___E si ___ 1,400,000� Bot Lat Bracin At Su orts PV 3 End � E-min si 510 000 Member Loading Summary Roof Pitch 7 12 Initial Pitch Ad"ust Non-PV Areas PV Areas Roof Dead Load DL 12.0 sf x 1.15 13.9 sf 13.9 sf PV Dead Load PV-DL� � 3A � sf � � �� x 1.15 . � � �� 3.5 sf Roof Live Load RLl 20.0 sf �� x 0.85 � 17.0� sf � Live/Snow Load LL/SLl'= 40.0 psf x OJ � � x 0.47 �� 28.0 psf 18.8 psf Total Load Governin LC TL 41.9 sf 36.1 sf � Notes: 1, ps =Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=OJ(Ce)(C2)(I,)py; Cp=0.9,C,�=1.1, Is=1.0 Member Design Summa ( er NDS Governin Load Comb CD CL + CL - CP Cr D+ 5 1.15 1.00 039 1.2 1.15 Member Analysis Resulks Summa Governin Anal sis Pre-PV Moment Ib-in Post-PV Moment Net Im act Resuk Gravi Loadin Check 1748 1500 0.86 Pass [CALCULATION OF DE$IGN WIND'LOADS=`MP3 _ _ Mountin Plane Information Roofin Material . � - _� «. ,,: .. .„ z-, n ,:. , Comp Roof:� �:�:. .,«�. ..�._ � � �.� a.:.. . Roof Slope 30� �----� --- �� Rafter S acin � . �'^"' = _ <24" O.C. :��,. .r . . ., .,..� .:. Framing Type/ Direction �� Y-Y Rafters -� � � .�.��.�.��,�.--:-__,.:-��,-.-...�� PV System_T'ype -_ - 9olarCity SleekMou�t�".„ _ _ _ __ _ - . _. '. --- ---- _ .� .. a.. « Zep System Typ�__ ZS Comp � Standoff Attachment Hardware�F � Comp�Mount SRV Spanning Vents No '--� Wind Desi n Criteria Wind Design Code � ASCE 7-OS Wind_Design Method��'� Parti'ally%Fully En'closed_Method�� _ _"�� Basic Wind Speed V � 100 mph Fig. 6-1 .� � Exposure Category - -_ R -�'"�'� ` � - - ^- --C� -- -- -- � _Section 6.5 6 3 Roof Style Gable Roof Fig.611B/C/D-14A/B -�-- — - Mean Roof Hei ht' � �� - �h� �� *' ,� � 25 ft =� ° � Sedio�n 6.2� Wind Pressure Calculation Coefficients_ __ _ _ _ _ ____ __ _ Wind Pressure 6cposure K, OT95 � Table 6-3 Topographic Factor�... �.-. �.; � '�Kn: ._,. > � " �_1.00 �"�- - r ...- •r _ _Secti��-�- on 6.5.7'T� Wind Diredionality Factor ICd � 0.85 Table 6-4 Im ortance Factor-'_� s:� •..'�'�I��t: �� :�=r: � r.� :' �� 1:0�. .� �^�� .. . -.� Table 6-� Velocity Pressure qh qh = 0.00256(Kz)(Krt)(Kd) (V^2)(I) Equation 6-SS 20.6 sf Wind Pressure 6ct. Pressure Coefficient U GC Up -0.95 Fig.Er118/C/D-14A/B EXt. PfessUre CAeffiCiBnt DOWn _ GC DOWfI +__., �. � �,_.__ : 0.85 �u _____ �,,.. � Fig.6116/C/D-14A/B ____._ .. _.._ _ _. Desi n Wind Pressure p = qh (GCp) E uation 6-22 Wind Pressure U „ � -19.6 psf . .. -- _.__.. Wind Pressure Down 18.0 sf �ALLUVIIABLE:STAN DOFF3PACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever a :Lan'T�dscap�-..:�- �.. �:.< 24". .�>�� -+. :��+�� < �NA�''� Standoff Confi uration Landsca e Sta ered � � Max Standoff TribuW_ry Area .A r. �Trib� �-�- � _.: :�.. �.�,. ..,�::20 sf y .�-: ��t� �•�.. � �_ ?�_� PV Assembly Dead Load W-PV 3.0 psf ------ -=—�-r��.--._--� Net Wind Uplift at Standoff �,.,T-adual.�„ _,-352 Ibs _ _ - � _ Uplift Capasity of Standoff T-allow 548 Ibs �-- .� ---�.��---�.�� - �� Standoff Demand Ca aci DCR �_. .:64.1% . � .,. ._... ... � X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever� '��°a+ '�Portrait �s� ^=a 18'u ,? u NA'� Standoff Confi uration � Portrait Sta ered Max.SWndoff,Tributa_ry Area. .�i��. y,. �� Trib ��• -.� �; :�+ �.. �:-�22 sf �' *ar�� =� --�±, . � � � � � PV Assembly Dead Load W-PV 3.0 psf ---_-�-- ..�-�--.-��.��--�-----.---�R Net Wind Uplift at Standoff. ,�:._ _: ,_,S;�T-adual .�.,_;,,,: �+�, .a _.e .�: :. 390 Ibs .�.� �a� . :� ��;,,, � . Uplift Capaciry of Standoff T-allow 548 Ibs -_----_--�---- Standoff Demand Ca ac' ��- � � :- DCR -. � -. . �. u. ,.:71.1% ..� •��._ .�x. .t. <�;,.T� � [STRUCTUREANALYSIS_LOADINGSUMMARYAND_MEMBERCHECK=MPS Member Properties Summary MPS HorizonWl Member S ans Rafter Pro erties Overhang 1.16ft Actual W 1.50" � Roof stem Pro erties �5 an 1 �-° 13.67 ft ` �°� Actual D �� 7.25" ' Number of 5 ans w/o Overhan 1 S an 2 Nominal Yes Roofin Material -' r '. Com Roof ti5 an3 � �� '�� A in^2 .-� +°� 10.88 :r- �. „: _-_. _-.---- -- ____ . .:_._ . .__.. ... _. Re-Roof No � � Span 4 Sx in.^3 13.14 PI oodSheathin :. _ � ...Yes . S an5 �� .�$� �� ' �. �� Ix in^4 � .. � � 47.63�� Board Sheathin Solid-Sheathm �� Total Rake 5 an 17.12 ft TL Defl'n Limit 120 Vaulted Ceilin � - No PV 1 Start S.11 ft Wood S ecies SPF Ceilin Finish 1/2"Gypsum Board PV 1 End 7.00 ft Wood Grade #2 Rafter Slo e 30° PV 2 Start 8.25 ft Fb � si 875 . RaRer 5 acin 24"O.C. PV 2 End 14.08 ft � Fv si �� 135 �� To Lat Bracing Pull PV 3 Start E si .. 1,400,000 Bot Lat Bracin At Su orts PV 3 End E-min si 510 000 Member Loading Summary Roof Pitch 7 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 12.0 sf x 1.15 13.9 sf 13.9 psf PV Dead Load �� PV-DL� � � �°3.0 sf � °-� � x 1.15 � � � � � � �� - � 3.5 sf �� Roof Live Load RLL 20.0 sf x 0.85 17.0 sf Live/Snow Load �"' �° " LL/SL'�Z 40.0 psf "� x OJ � x 0.47 ��' 28,0 psf�� '�` 18.8 psf` Total Load Governin LC TL 41.9 sf 36.1 sf Notes: I. ps= Gs*pf; Gs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= OJ(CQ)(C�(Is)pg; CQ=0.9,C2=1.1, I,=1.0 Member Design Summa per NDS Governin Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.39 1.2 1.15 Member Analysis Results Summa Governin Anal sis Pre-PV MomeM Ib-in Post-PV Moment Net Im act Result Grev' Loadin Check 1764 1549 0.88 Pass [CALCUI:ATION OF DESIGN WIND'LOADS=MPS _ — _ _ _ _ _- _ _ � Mountin Plane Information Roofin Matenal _�. . ,n'� � • ,.'". : '-�t._. " `:'� �'.. �' �°°Comp Roof � -�-�� :W .... _._ ,�. . . ,. ,� . Roof Slope 30° � Rafter S acin �� " � '`�� '� � 24"O.C. � - �'�� __..�. . __ _.. .,_ . _._. •� . Framing Type/ Direction � � Y-Y Rafters PV System Type �" 5'olarCiry SleekMount"" - ----,��'�. Zep System Type � ZS Comp __��.� Standoff Attachment Ha�dware�'-��'��omp Mount SRV .... _. .. ._ � Spanning Vents No � . �� - - � -- - c -'- ' .... ... .. ... ... .. . c.. ._�-. .. �� „ <: __ ,,.. ¢., „� „e .... . .�.. a.. c,_ ,..,. ..._ ,e, w n. � ,� ' � . :.... Im. .,-: Wind Desi n Criteria - ---— Wind Design Code ASCE 7-OS 0�� ' ' �� _ _ -_ __ _ �Partialiy/Fully Enclosed Method ��° Wintl Desgn Method- _ _ Basic Wind Speed V 100 mph Fig. 6-1 -_�--- �'---- --�----f Eicposure Category �� - �- - - __ � � � � �� - � � Sedion 6.5.63 Roof Styl2 - Gdble ROOf Fig. 6-11B/C/D-14A/8 Mean Roof Hei �ht""'�'��r'^h`�'� � 25 ft - - -� Section 6.2 Wind Pressure Calculation Coefficients___ _ ____ _ _ _ __ Wind Pressure Exposure K� 0.95 .Table 6-3 Topographic Fador Krt._ 1.00 _ Sedion 6.5.7 Wind Diredionality Factor ICd � 0.85 Table 6-4 -��--�-,��-��. ,..�F—�---�. Im ortance Factor I. a 1.0 ,.. .._ �. _. Table 6-1 _,._. qh = 0.00256(Kz)(Kzt)(Kd)(V^2) (I) � � Velocity Pressure . qn Z�6 � Equation 6-15 � Wind Pressure Ext. Pressure Coefficient U GC (Up -0.95 Fig.5-iie/c/o-14n/9 Ext. Pressure Coefficient Down �� "' GC Down '- `��"� ' �0.88_� �� r� "�� - � ^�" � � Fig:6-11B/C/D-14A/B Desi n Wind Pressure � �� p = qh (GCp) E uation 6-22 ...__------- .-._ ._.._. ._---- Wind Pressure U p„ � � -19.6 psf � � Wind Pressure Down 18.0 psf (AL'LOVUABLE STANDOFF_SPACINGS - � X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" �39" �o�`v�---��^-, Max Allowable Cantilever_ Landscape_, :� ' - 24" � NA _ _ Standoff Confi uration Landsca e �Sta ered Max SWndoff TribuWry_Area. _. - - _ Trib _ __ _ _ — - 20 sf � �� PV Assembry Dead LoadT � W-PV 3.0 psf Net Wind Uplift at Standoff'�`��T-actual�, -352 Ibs _ Uplift Capa:ity of Standoff T-allow 548 Ibs Standoff Demand Ca acf�.OCR - 64:1%.. a. �.�' X-Direction Y-Direction Max Allowable Standoff Spacing�� Portrait 48" 65" � Max Allowable Cantilever Po'�'_-rtrait�_ _ _- -_ _ 18" NA . Standoff Confi uration Portrait Sta ered MaxStandoff Tributary Area - -Trib�. � � 22 sf � � _ �_ _ _ _ PV Assembly Dead Load W-PV 3.0 psf Net Wind__Uplift et Standoff ,�.T�a_dual,,,,,� � �- _ y: �..-390 Ibs� * .. .,' .� UpIiR Capac�ty of Standoff T-allow 548 Ibs Standoff Demand Ca ac' �TM ��DCR-�� :.-71:1%.- .� :�. ��.:� T� � �TRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP6 Member Properties Summary MP6 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof S stem Pro erties `�'" ��S��an 1 ��13.67 ft ��'�Actual D�� '�-� 7.25"k�� -_.___ .___ ._ . .. .._ Number of S ans w o Overhan 1 Span 2 Nominal Yes Rootin Material Com Roof S an 3 A in^2 10.85 .. _ . . . .. —_ .__. . ..... .._. . . . .._.. Re-Roof No Span 4 Sx in.^3 13.14 - PI ood Sheathing_ "__._ � � � Yes S an 5 � � � - � �� Ix in^4 �' � ��'T47,63`�� Board Sheathing Solid-Sheathin �� Total Rake S an 1712 ft TL Defl'n Limit 120 Vaufted Ceiling No PV 1 Start 2.50 ft____._ ..Wood S ecies SPF Ceilin Finish 1/2"Gypsum Board PV 1 End 14.00 ft Wood Grade #2 Rafter Slo e �� 30° PV 2 Start Fb si 875 Rafter S acin � 24"O.C. PV 2 End Fv si 135 � � �� To LatBracin Full PV3Start � �� E si �� . _1,400,000__. Bot Lat Bracin At Su orts PV 3 End E-min si 510 000 Member Loading Summary Roof Pitch 7 12 Initial Pitch Ad'ust Non-PV Areas PV Areas . Roof Dead Load DL 12.0 psf x 1.15 13.9 sf 13.9 sf PV Dead Load � �� PV-DL � �� 3.0�� sf x 1.15 � � �� _...3.5 � sf �� Roof Live Load RLL 20.0 sf x 0.85 17.0 sf ._. . _. .._ . _..._ __ . . _- -- Live/Snow Load w;�� r.#:„t� ;is�� LL/SL'�2 � 40.0 psf �'x OJ � x 0.47 .:x� 28.0 psf c,�. 18.8 psf Total Load Govemin LC TL 41.9 sf 36.1 sf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= OJ(CQ)(C2)(I,)pg; CQ=0.9,C2=1.1, Is 1.0 Member Design Summa er NDS) Governin Load Comb CD CL + CL - CF Cr D + 5 1.15 1.00 039 1.2 1.15 Member Analysis Results Summary Governin Anal sis Pre-PV Moment Ib-in Post-PV Moment Net Im act Result Grav' Loadin Check 1764 1514 0.86 Pass �CALCULATION OF DESIGN WIND'LOAUS'MP6 Mountin Plane Information Roofin Material " � � � ' Comp Roof Roof Slope 30° --- Rafter5 acin . . _: ��.. �:_� <: � �� ;:;� � :f - « 24'SO.C. �^ �'.: ,,:a ��„ � �_,. Framing Type/ Direction Y-Y RaRers � ---- --�-.�..—�� -----�^---��r—.e.��,. PV.System Type_ _ _. ._..� �.� . _�,�:aw. -.: .:�., .�_- SolarGty SleekMount'"" .<.. � � Zep System Type ZS Comp _ �a�� Standoff Attachment Hardware �� Comp�Mount SRV'�"�'�"�'�'�' Spanning Vents No �t� . �� . , . ... �� y.� . ._:.. �-.-� .. �x,.. x... . -��;,t'�.�g'��r : �_. ; te,.,i, �. F ,,...;; r<z. .,, -.�. Wind Desi n Criteria —---__ --- - _ _ _ Wind De�sign Code ASCE 7-OS --�-- --�---,. � Wind Design_�Method� , ___ _Partially/Full'y Enclosed_Method_ __�� _� _� Basic Wind Speed V 100 mph � Fig96-1 Eicposure Category �___ �� _ �� C`-� _ _ � � .�Section 6.5.63 Roof Style Gable Roof � Fig.�11s/C/o-14n/s Mean Roof Hei ht .� � ��-� �� =�� h� ° �� ..•: 25 ft _�.-_. _ :. ,_; �. _��Sedion 6.2 Wind Pressure Calculation Coefficients _ ----- - - _ , - -- Wind Pressure F�cposure K� 0.95 Table 6-3 � Topographic Fador _=Kn._ _ 1.00 �Sedion 6.SJ Wind Diredionality Factor ICe � 0.85 � Table 6-4 � Im ortance Factor�'�"�"�� p �_ �3-� '° 1.0 `�� "Table 6-1' Velocity Pressure qh qh = O.OD256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 sf Wind Pressure � Ext. Pressure Coefficient U GCp (U -0.95 Fig.G118/C/D-14A/B F�ct. PrESsure CAefficient Down _ GC Down __�_ .. � . �� 0.88�� . Fig.6116/qD44A/B ..__—_- __._ __ .. ___.__ Desi n Wind Pressure p = qh (GCp) E uation 6-22 Wind Pressure U „ -19.6 psf Wind Pressure Down 18.0 psf (AL'LOV1/ABLE STANDOFF SPACING3 _ _ - � X-Diredion Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" MazAllowableCantilev_er '� �"�`Wndscape,_,_ __ _— __-_ _ _ _ 24" _ __NA __ Standoff Confi uration Landsca e Sta ered - MaxSWndoff.TributaryArea�� ", '�'' Trib�� - " ':' �'�' '"a�' � 20sf .` s:�� ,�s�_��"� •�=r � �a= PV Assembly Dead Load W-PV 3.0 psf � Net Wind Uplift at Standoff.-v� ��- T-actual =� ._� _:�.. -3521bs y �m� V . .'� .'�` ,�.a_� -- � . � Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand Ca�aci�""T��'DCR �64.1% '� X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable'Cantilever �` -� ��Portrait_ _ 18"_ . _ _ _ _ _NA _ _ Standoff Confi uration �Portrait Sta ered . Max SWndoff TribuWry_Area��_ "°�' _ �:r Tn_ b� �+"' � .." "�_�"' 22 sf - ..s.�._. ..'�r, '*i't'- ° `:-' ^_�' � PV Assembty Dead Load W-PV 3.0 psf � ,-- --�— - a"�..'.,�,. ' Net Wind UpliftatSWndoff ��- � � �T:actual� � •�_�--�� _ a:��_ •x� 3901bs �.;,, .,r�:, ,.;; Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand Ca aci �DCR 71.1% "ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES .- A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 170.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING , MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL ' Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENiER 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 NEUiT2AL 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 P01 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 PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PV5. THREE LINE DIAGRAM LICENSE GENERAL NOTES �O7 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 ELECiRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. ! / MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Salem REV BY DATE COMMENTS � • REV A NAME DATE COMMENTS ► , � UTILITY: National Grid USA (Massachusetts Electric) • • • � • � ■ ' � . CONFlOENIIAL- 7HE MFORMA710N HEREIN JOB NUMBER: PRF1dI5E OMNER: DESCPoP➢ON: DE9(M . WNTNNED SHALL NOT BE USED Fqt 7HE J B-0192164� 00 � �u,, • MOSTAFA AHMADIALMOUSAVI mostafa ahmadialmousavi RESIDENCE Belle Ramos �;„COlar�l}" BENEFlT OF ANYONE EXCEPT$OLARCITY INC., NWN7ING SYSIEH: �D.F - NOR SHNL IT BE DISCLOSED IN XHO�E OR IN ZS Comp V4 w Flashing—Insert 17 VALLEY ST 6.24 KW PV ARRAY J �'y PART TO O7HERS W7510E 7HE RECIPIENYS uoou�s SALEM MA 01970 � ORCANIIA710N, EXCEPT IN CONNECTION N11H � � 1HE SALE AN� USE OF THE RESPEC7IVE (24) TRINA SOLAR # TSM-260PD05.18 . za s�. u�m Dme, Building 2, Unil fl SOLARqtt E�UIPMENT. N7IHOUT THE WRITIEN PAGE NNIE: STIEEf: REV: DAIE: � Narlbwou�. MA 01752 PERMISSION OF SOLARptt INC. ��' T: (650) 638-1028 F: (650)638-1029 Delta Solivia 5.2 TL COVER SHEET PV 1 7/6/2016 �eaa�-sa-cm{�ss-zaas> .,�..swa,��Y.�� PITCH: 30 ARRAY PITCH:30 MPl AZIMUTH: 146 ARRAY AZIMUTH: 146 MATERIAL: Comp Shingle STORY: 2 Stories t F•�.�., ' . 3 �4 ? �Ci O K `{�n� � awKi PITCH: 30 ARRAY PITCH:30 � sT ucTURn� C F MP3 AZIMUTH:326 ARRAY AZIMUTH: 326 v NO.519�� . . MATERIAL: Comp Shingle STORY: 2 Stories 0 ��Fc�srEa�` ss�� d W T� - PITCH: 30 ARRAY PITCH:30 STAMPED & SIGNED MPs AZIMUTH: 146 ARRAY AZIMUTH: 146 FOR STRUCTURAL ONLY MATERIAL: Comp Shingle STORv: z Stories , PITCH: 30 ARRAY PITCH:30 MP6 AZIMUTH:326 ARRAY AZIMUTH: 326 Digitally signed by Humphrey MATERIAL: Comp Shingle STORY: 2 Stories Kariuki Date: 2016.07.07 07:27:56 -04'00' LEGEN D Front Of House Q (E) UTILITY METER & WARNING LABEI � 1 INVERTER W/ INTEGRATED DC DISCO o �� & WARNING LABELS � DC DISCONNECT & WARNING LABELS "� A� AC DISCONNECT & WARNING LABELS . � \ � - � r�! I � DC JUNCTION/COMBWER BOX & LABELS nv E � DISTRIBUTION PANEL & LABELS . j �c LOAD CENTER & WARNING LABELS T N O � (E) DRIVEWAY "� DEDICATED PV SYSTEM METER ^ R� RAPID SHUTDOWN � � STANDOFF LOCATIONS � CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED r,,� �� `� INTERIOR EQUIPMENT IS DASHED L�J SITE PLAN � N - Scale: 1/8" = 1' 0 P 8' 16' F s CONFlOFH7IAL - iHE MFORMA710N HEREIN Jpg NUYBQt: PREIASE OWffR: DESCPoPPON: OESGN: JB-0192164 00 � ,trSolarCity. CONTAINFD SHALL NOT BE USED FOR 7HE MOSTAFA AHMADIALMOUSAVI mostafa ahmadialmousavi RESIDENCE Belle Ramas �_ . BENEFlT OF ANYONE E%CEPT SOLARGtt INC., NWN7ING SYSIEN: �••.3 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 17 VALLEY ST 6.24 KW PV ARRAY . PART TO OTHERS WT9DE THE REqPIENYS u�UIES SALEM MA 01970 � ORGANIZA710N, EXCEPT IN CONNECTION VATH � � - 24 St. Martln Ddve, BUIIENg 2.UNl fl nie sa�c nwo us� or n+e ResrecnvE (24) TRINA SOLAR # TSM-260PD05.18 PA�N� g�QT: REW DAIE Marlbarough. MA 01752 . SOL1Rptt EWIPMENT. N17HWT 1HE WRITIEN i��: T: �sso)sae-ioze f: (650)638-1029 PERMISSION OF SOIARqtt INC. D2IL� SOIIVIO s.2 T� � SITE PLAN � � P�/ 2 7 6 2016 (eea)-sa-cnv(�es-saes) ....swa.��y.��, S1 S1 13'-7" 13'-8" 1'— ' (E) LBW 1'— ' (E) LBW � SIDE VIEW OF MP3 NTS � SIDE VIEW OF MP1 NTS �., H MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES. LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORT2nir 48" 18" PORTanrr 48" 18" � RAFfER 2X$ Lal 24" OC ROOF AZI 326 PITCH 30 �ORIES: 2 � RAFfER 2X8 �al 24" OC q qqY AZI 146 PITCH 30 STORIES: 2 ARRAY AZI 326 PITCH 30 � � . C.J. 2x8 @24" OC Comp Shingle-Solid Sheathing �� 2x8 @24" OC Comp Shingle-Solid Sheathing PV MODULE 5/16"x1.5" BOLT WITH , � `� 5/i6" FLAT WASHER INSTALLATION ORDER � K' �" ZEP LEVELING FOOT � ST ucTu�u � LOCATE RAfTER, MARK HOLE No.,»s ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT �RFc�s7ER�� HOLE --------- --- ssiorvnt ZEP MOUNTING BLOCK �4� ATTACH FLASHING INSERT TO ZEP FLASHING INSERT (3) (2) MO RAFTERBU�S NG LAG SCREW. STAMPED & �IGNED (E) COMP. SHINGLE �� FOR STRUCTURAL ONLY INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) �3� WSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP (4) OF MOUNTING BLOCK & (E) RAFTER . • SECURELY FASTEN WITH BOLT. S1 STANDOFF Scale: 1 1/2" = 1' CONFlDEN7IAL— 7HE MFORMA710N HEREIN J(IB NUNBER P�NISE OXHER: DESCPoP➢ON: OE9Q1: JB-0192164 00 �u,, . CONTAINED SHALL NOT BE USED FOR 7HE MOSTAFA AHMADIALMOUSAVI mostofa ohmadialmousovi RESIDENCE Belle Ramos ��SolarCity. BENEFlT OF ANYONE EXCEPT SOLARqTY INC., NWNTING SYSTEM i•..� NIXt SHALL IT BE DISCLOSED IN YMIXE OR IN ZS Comp V4 w Flashing—Insert 17 VALLEY ST 6.24 KW PV ARRAY � PPRT TO O7HERS W751DE THE IffGPIENI'S uaou�S . SALEM MA 01970 � ORGANIZAlION, IXCEPT IN CONNECTION YA7H + ' 24 Sl. Nortin Rlve. Building 2, Unk 11 7HE SALE RND USE OF 7HE RESPEC7IVE (24) TRINA SOLAR # TSM-260PD05.18 PA��E ��7, p�. pp� McAbaough, AIA 01752 SOLARCItt EWIPMENT. N11HWT THE WRI77EN ��R T: (650)fi38-1028 F. (650)638-1M9 PERMI550N OF SOLARCItt INC. DBItO Solivia 5.2 TL STRUCTURAL VIEWS PV 3 7/6/2016 (eea}sa-an(�ss-z+es) ....aw�nr.�, SH F ` �� S 1 K. � IUKI . . � . . V 57 UCTURA� . NO.51999 O �RFGIs7Ea� � � . -FS`S�ONA�E . STAMPED & SIGNED FOR STRUCTURAL ONLY � S1 � � 4" 13'-8" 13'-8" 1'— ' (E) LBW 1'-2 ' (E) LBW E SIDE VIEW OF MP5 NTS , F SIDE VIEW OF MP6 NTS MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP6 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 18" PORTRAIT 48" 18" RAFTER 2X8 @ 24" OC ROOF AZI 146 PITCH 30 STORIES: 2 RAFfER 2X8 @ 24" OC ROOF AZI 326 PITCH 30 STORIES: 2 ARRAY AZI 146 PITCH 30 ARRAY AZI 326 PITCH 30 C.J. 2X8 @24" OC Comp Shingle - Solid Sheathing �•�• 2x8 @24" OC Comp Shingle - Solid Sheathing CONFlDENIIAL - 1HE INFORMATION HER�N JOB NU4�R: PRENIff ONNER: OESptlP710N . DE9GN: JB-0192164 00 ��,, . CONTAINED SHALL NOT BE USED FOR 7HE MOSTAFA AHMADIALMOUSAVI� mostafa ahmadialmousavi RESIDENCE Bene Ramos -- �SolarCity. BENEFlT OF ANYONE EXCEPT SOLARCItt INC.. NWNTING SYSTEM: �7 VALLEY ST 6.24 KW PV ARRAY �� NOR SHALL IT BE DISCLOSED IN WHOtE OR IN /�� PART TO OTHERS WTSIDE THE RECIPIENYS ZS Comp V4 w Flashing—Insert ' . ORGANIZAlION, IXCEPT IN CONNEC710N WITH uoou�s SALEM, MA 01970 1HE SALE AND USE OF THE RESPECII�E (24) TRINA SOLAR � TSM-260PD05.18 � • za s�. uenm mwa, a�iiai�9 z, u�n n , SOLARCITY EQUIPMQJT, N11HWT THE KRITIEN pq(�NMAE: SHFET: REV. UAIE Mvrlbaough, MA 01752 � PERMISSION,OF SOLARCItt INC. w�h�' 7: (650) 638-7028 F: (650)638-1029 Delta Solivia 5.2 TL STRUCTURAL VIEWS PV 4 7/6/2016 (eee}sa-an(�s�zaes> .»..�e<ar.�� vROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) �8 GEC TO TWO (N) GROUND Panel Number: BXH34A/K Inv 1: DC Ungrounded INV 1 -(1)Delta pSolivia 5.2 TL -(24)1RINA SOLAR gTSM-260PD05.18 GEN �168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:gpqgg062 Tie-In: Supply Side Connection Invert'er; 5200W, 240V/208V, 97.5%, PLC, Zigbee, RGM PV Module; Z60W, 236.9W PTC, 40MM, Black Frame, H4, ZEP, t000V ELEC 1736 MR '" Overhead Service Entrance INV 2 Voc: 38.2 Vpmaz: 30.6 � INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDEN7IFIER � E 200A MAIN SERVICE PANEL E 200A/2P MAIN CIRCUIT BREAKER • Delia (E) WIRING BRYANT Inverter 1 IND , Load Center CUTLER-HAMMER a ❑A i 200A/2P 6 Disconnect 5 Delta oc. B Solivia 5.2 1L oc MP3,MP6: 1x12 30A/2P C - -------- ---- - Ecc ----------------- p � u �40� r------------- ------ � B � I I oc. i i � oc i 3 2 � (E) LOADS _—___________—___________ Ecci oc. oc+ � � �I- ---- cHo -cec ---i� oc c MP1,MP5: 1x12 � r_ l � ' � I GNo __ EGC_—_ ___________--________ ______'_____ �_______________�� I L�� N i (1 Canduil Kit: 3/4' EMT — i _� � � EGGGEC_, . I I � � I I � GEC `- --r-� TO 120/240V � � � . SINGLE PHASE � � UTILIN SERNCE i i � � i � i � i i i i i i �� PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHU7DOWN . � Vock = MAX VOC AT MIN TEMP OI �Z�Goqqd RoQ B (1)BRYANT a BR24UORP /�� A (2)Ddta Y SoliWa (1)AWG a6, Solid Bare Copper DC 5/8 x 8, Cap pa Load Center, 70A 120/240V, NEMA 3R �-� Smad R55 Rapid ShuldoMn, 600V, 20q NEMA 4X, NC4 nd -(2)ILS((b/IPC 4/0-/6 � -(1)CUTLER-HAMM� B BR23D . -(1)Ground Rod; 5/B' � 8', Copper �nwlation Piercmg Cannectrc: Main 4/o-4, Tap 6-14 Breaker, 30A/zP, 2 Spaces (N� ARRAY GROUND PER 690.47(D). NOlE: PER EXCEPTION N0. 2, ADDITIONAL SUPPLY SIDE CONNEC710N. DISCONNECTING AIEANS SHALL BE SUITABLE (' (1)CU7LER-HAMMFR g DG221URB S AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. `-' DisconneHct; JOA, 240Vac, Non-Fusible, NENA JR ELECTRODE MAY NOT BE RE�UIRED DEPENDING ON LOCATION OF (E) ELECTRODE � -(��CQ nau d/Neuhm�k a03n°,"General Dury(DG) 7 AWG �6, 7HWN-2, &ack �T 1 AWG�10, 7HNN-2, Black ' �T 2 ANG /10, PV Wire, 600V, Black VOC* =525.BBVDC ISC =g ADC (2 AWG /10, PV 1Yre, 60UV, Blnek Voc* =525.BBVDC [sc =9 ADC O � (1)ANG �. 1HWN-2. Red OIqF(1)AVIG QIO, 7HYM-2, Red OI�F(1)ANG /6. Solid Bare Copper EGC Vmp =3672 VDC Imp=8.5 ADC O�(1)AWG �6. Solid Bare Capper EGC Vmp =367.2 VDC [mP=6.5 ADC (1)AWG /6, iH15H-2. White NEUTRQ VmP =240 VAC [mp=21.6 N+C ��L(1)AVIG fl10. 7HVM-2, White NEU7RAL VmP =240 VAC Imp=21.6 FWC . . . . .�J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Conduit Kil; 3/4' EMT -(1)ANG /6,.Solid Bpre.Coyper, GEC, , , , ,-(1,),Conduit Kit;.3/4'.EMT. . . . . . . . . . . . . . . .-(1)AWG p8,.7HWN-2,Gr.een , , EGC[GEC_-(1)Condu,it,Kit:.3/4',EMT. . . . . _ . . . . (2}AMG /10, PV Wre, 60DV, Block Voc* =525.BBVDC Isc =9 ADC (2 AWG /10, PV lYre, 60DV, Black Voc* 525.BBVDC Isc =9 ADC �" (1)ANG , Solid Bare Co O� /6 pper EGC Vmp =3672 VDC Imp=8.5 NDC .2 �(1)AN'G�6, Solid Bare CaD7er EGC Vmp -367.2 VDC Imp=8.5 ADC . . . . .�J. . . . . . . . . (1�Conduit Kil:. 3/4' EMT . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRENISE OWNER: DESCRIP710N: DE51Yk � CONFl�ENIIAL- iHE MFORA1A710N HEREIN �N��. J B-019 216 4 0 0 ��,�� • CONTAINED SHALL NOT BE USED FW2 7HE MOSTAFA AHMADIALMOUSAVI mostafa ahmodialmousavi RESIDENCE Belle Ramos � '�r5olarCity. BENEFlT OF PNYONE E%CEPT SOLARqTY INC., MWNPNG SYS7E11: �'�.& NOR 91ALL IT BE DISCLOSED IN NHOLE OR IN ZS Comp V4 w Flashing—Insert 17 VALLEY ST 6.24 KW PV ARRAY PAftT TO O1HER5 W751DE THE REqPIENYS ��5 - SALEM, MA 01970 � ORCANIZA710N, EXCEPT IN CONNEC7IIXJ lN1H 24 SL Mortin Dme, Buiding 2, UMt 11 7HE SALE AND U� OF THE RESPEC7IVE (24) TRINA SOLAR # TSM-260PD05.18 Mmlbaouyi, MA o1752 . SOIARptt EQUIPMENT. N17HWT TiE WRITIEN I�� . PRCE NNIE: � SHEET: REV: DAIE PERMISSION OF SOLARq7Y ING Delta Solivia 5.2 TL THREE LINE DIAGRAM � � T: (650)638-1028 F: (650)638-1029 PV �J 7 6 2016 (eaa)-sa-cm(�es-saaa) ....sa�o�ty.� WARNWG,PHOTOVOLTAIC POWER SOURCE �� " � �� WARNING '• WARNING ' - ..- - ..- - ..- ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD '�� DO NOT TOUCH TERMINALS '�� THE DC CONDUCTORS OF THIS '�� _.- . _ . � TERMINALSONBOTHLWEAND PHOTOVOLTAICSYSTEMARE � � � PHOTOVOLTAIC DC � LOAD SIDES MAY BE ENERGIZED UNGROUNDEDAND IN THE OPEN POSITION �, N1AV BE ENERGIZED DISCONNECT " ••� � ' ' ., ..- . . . ,�_ � , � PHOTOVOLTAIC POINT OF •� MAXIMUM POWER-_ INTERCONNECTION _ POINT CURRENT(Imp) A • WARNING�. ELECTRIC SHOCK �� MAXIMUNt POWER-_ �� HAZARD. DO NOT TOUCH '�� '�� POINT VOLTAGE(Vmp) v .•1 TERMINALS.TERPAINALS ON MAXIMUM SYSTEM_ BOTH THE LINE FND LOAD SIDE VOLTAGE(Voc) v MAY BE ENERGIZED IN THE OPEN SHORT-CIRCUIT POSITION. FOR SERVICE CURRENT(Isc)�A DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE NiAXIMUNIAC A OPERATING CURRENT MAXIMUMAC _ _�- � � OPERATING VO�TAGE V WARNING ' _ „_ ELECTRIC SHOCK HAZARD �,� IFAGROUND FAULT IS INDICATED NORMALLY GROUNDED ..- • . • UNGROUNDDEDOANDENERGIZED CAUTION �� DUA�POWER SOURCE - ..- SECOND SOURCE IS �.� � PHOTOVOLTAIC SYSTENI .�- • . • WARNING ' - ..- _.- . . ELECTRICAL SHOCK HAZARD DONOTTOUCHTERMINALS '�� CAUTION � �� TERMINALSONBOTHLINEAND - •�- LOAD SIDES MAV BE ENERGIZED PHOTOVOLTAIC SVSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED •�� • DC VO�TAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT .�' • _ • WARNING '• _ „_ INVERTER OUTPUT -•- • ' • CONNECTION '�� ' PHOTOVOLTAICAC •• ooNOTRe�ocnre ■ • - DISCONNECT - •'- IHISODEVCERRENT . . .� . . - :. .� . . . - � � � . - _.- . . - . . . - - -. -. � � . - MAXIMUMAC A '� ' _ _ OPERATING CURRENT _ - � � •.- MAXIMUA4AC _ �� " " OPERATING VOLTAGE � �� • • ' • ' • � �o � �• � r � � � � : � �• � .-. - � � � � .•r �• : i • � � �� • � � e• � i �• . . � .�- . � . : .'�. � � ..'. , � . � I I : . � .. � . . �. . � . � � � .. � '�^$O�afGty I Z�epSolar Neut-Level PV Mounting Technology � ''�•SOIafClty I Z�epSOlar Next-Level PV Mounting Technology � Z@p aS�/$t@Ill Components �v�_ for composition shingle roofs � �! �y ,, � � ._ �..� � . � `�% . �c.�, � � ... - - ' Leveling Foot eoitl� N�� ""a'p1'� PahNo.850-1172 � � ..,,,_--�---�--_^'�""' �`�`�� 0 . ETL listed to UL 467 _i '.. ,, zmcmw�.w�mm - L} �Y ti,_ T ', n .t. +a� y : j " INe�aye � . ��I •. � Ibo1Rhffinatl �1� . ....,sm� . '� . - Comp Mount __ _ ��. Part No.650.1382 Listed to UL 2582 \ __. _ I� Mounting Block Listed�o UL 2703 QpOMVAJiB� � f�� ,�. Description � ;`�..^� � PV mountlng solution for composition shingle roofs e /e� • Works wkh all Zep Compatible Modules � `� °pMP^� • Auto bonding UL-listed hardware creates structu2l an0 elecVical bontl �-�� • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certi(ied as"Type 1'or"Type 2" Interlock Ground Zep V2 DC Wire Clip UL LISTEO - . . SpOCIfICBtIOf13 Pad No.850-1388 � Par�No.850.1511 Part No.850.1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pkched roofs • Installs in portrait and landscape orien[ations • Zep System supports module wind uplift and snow load pressures[0 50 psf per UL 1703 � • Wind tunnel report to ASCE�-05 and 7-10 standards � � • Zep System grounding producis are UL listed to UL 2703 and UL 467 • Zep System bonding producls are UL listed to UL 2703 � • Engineered for spans up to 72'and cantllevers u0 b 24' • Zep wire management products listed to UL 1565 for wire poskioning devices �I � � ' • Attachmen[method UL listed[o UL 2582 tar Wind Driven Ram . Array Skirt,Grip, End Caps Part Nos.850-0713,8541421, 850.1460,850-1467 zepsolaccom � zepsolaccom Listed to UL 1565 ThisAocumeniEoecnolcreafeanyexpresewartanrybyZepSolarore0oulitsproDucteereervicee.2epSder'esdawartarrtylacon�aineQinNewnitanprotluctwanentytar T�¢EocumeMEoesnolaeatearrye�reaswartarityby2epSolaroreboutflsproEucisorservicae.Zep$olar'csdewarraMyiecontaireEinlliewilleripmEuclwartanryfor eatlipmtlud.Theen6usertlowmentaGonshippedwi[�ZepSolaYspraducLsconstlWtesihesolespecifcatiansrefertetltoinNeprotluctwamanry.Thewstomerissalely eachpmtluct.TM1eentl-usertlocvmentationshippetlwi�hZepSolar'sprotludswnstiWtest�esalespedfcationsreterteCtointheprotluGwaranty.Theastamerissolety responsible for venying t�e suitability of ZepSolar's protluds for each use.Specifcations are subjed to change wi�hout notice.Palents antl Apps zspats.com. res0ansible ror verirying the suitability o(ZepSolar's protlucts(or each use.Speo(cationa are subjed to change without noUce.Patanis antl Apps:zspats.wm. Document#8004890-001 Rev A ' Da[e last exporlaE: November 13,2015 223 PM DocumeM p BOD1896001 Rev A Oate last exporteC: November 13,2015 223 PM THE Trinamo.unt MODULE TSM-PD05.18 � Mono Multi Solutfons , � � OIMENSIONSOFPVMOOVLE � ELECTRICAIDAiA�STC vnlhMT �PeakPowe�Wa�fsPM.x�Wp� Y 250 � 455 P 260. . fii.265 1 941 • — . .. . Po erOvfpW tolcrance PM.v(%I 0-t3 � THE Tr�n� mount ,E �M mumPawerVolbgeVw�V� 303 345 306 i 308 � ! 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J • I � Fasf and simple to install through drop in mounting solulion 'Motlule d' nsions 1650*992�a0 mm�64 95•3905 x 1.5)inches� + 1 L •�v/ �weight 196kg�43J21bg I v �o , - Gloss 12 mm�a.13 inches�,Hign imnsmission.AR Coofetl temperetl Glass MAXIMUM EFFICIENCY ' _� i �ea<k:i�eet wnite I a an Fmme � BlackAnotlizedAluminiamAlloy � GoodaesTheTicsforresidentialapplications ' ��.Bo. 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Part No.850.1633 Part No.850-ifi08 or 500-0113 Part No.650.1388 or 850-1613 � Lis�ed�o UL 2703 Listed to UL 2703 Listed to UL 2703 6 � � �44 .. / I �' � � � � f - "'• Flashing Insert Grip Ground Zep V2 �• � • "'- � Part No.65D1628 Part No.850.1606or850-1421 PaM1 No.8541511 � � . � Listed to UL 2703 Lis�ed to UL 2703 Listed to UL 467 and UL 2703 , � n �onvnr� � W �a�� Description < _ PV mounting solution for composilion shingle roofs p m • Works with all Zep Compatible Modules °OMP"� • Auto bonding UL-listed hardware Crea[es struc[ural and electrical bond � • ZS Comp has a UL 1703 Class`A"Fire Radng when ins[alled using rtrodules from � any manufacturer certifed as"Type i"or°Type 2' CdPtUf@(I WaShB�LB9 EOd Cep DC Wire Clip . . V� ��Ep , . Part No.850.1631-0�1 PaA No. Part No.850.1509 SPBCIfICetions 850-163b0�2 (L)850.1586or650.1460 ListedtoUL1565 - 850-1631-003 (R)850.1588 or 850.1467 • Designetl for pRthed roofs . . 850-1631-004 . _ • Instalis in portrai[and landscape orienfations � - ZS ComD�+PPorts 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 grountling produQs are UL listed[o UL 2703 and UL 467 � - • ZS Comp bonding produc[s are UL lis[ed to UL 2703 � • Engineered tor spans up to 72'and cantilevers up[0 24" � . - . � • Zep wire managemen[products listed to UL 1565 for wire posi[ioning tlevices Leveling Poot . Pad No.850.1397 - zepsolaccom zepsolar.com ListedtoUL2703 TAisOowmentEoesnotaeateanyexpresswamenrybyZeO��arora�outitspra0uc4orservices.ZepSolar'ssolewerrarM1yiscontainetlinNewtlllenpmAuclwarrznty(or ThisGmumanlEoesnotcreateanye�resawamanryOyZepSdarpaEouli�spmCucSorservices.ZepSdar'ssolawartanyisconlainatlint�ewnttenprotluctwartanryPor � eachprotluct.Thaen6userdowmentationshippeEwithZepSolaYsprotludsconstitutasihesolespedfirationsrefartetltoinihepmtlutlwananry.Thawstomarlssolery eacl�pmductT�eenbusar0ocumentationshippedwithZepSolaYsprotivGsconstitutesihesolespeaficationsrefenetltoinroepmtluctwartanry.Thawstomerissolety responsibla for venrying Ue suitabiliry of ZapSolars protlucts tor each use.Specifications are subject to change without noGce.Paten4s antl Apps:zspats.com. responsible for verifying tM1e suitaCiliN af ZapSolar's protlucts for each use.Spedfcalions are sub�ec[to change without nofice.Patenis and Apps:zspats.wm. Dxument Y 800-0839-001 Rav D Data last axportetl: Apn129,20161122 AM Documerrt p 8004839-001 Rev D Oate last axporteE:Apn129,20161112 AM