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0006 CASTLE ROAD - BUILDING JACKET
6 CASTLE ROAD l (situ of airm � Httssttrhusett " ' 1 f �ri DECISION ON TH— E PETITION OF PETER BAGLIONI FOR A SPECIAL PERMIT AT'6 CASTLE'ROAD ( " A hearing on this petition was held on May 17, 1989 with the following Board Members present: James Fleming, Chairman; Richard Bencal , Vice Chairman: John Nutting, Secretary and Associate Member LaBrecque. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner, owner of the property, is seeking a Special Permit to allow an above ground pool and deck in the R-1 zone. The provision of the Salem Zoning Ordinance which is applicable to this request for a Special Permit is Section V B 10, which provides as follows: Notwithstanding anything to the contrary appearing in this Ordinance, the Board of Appeal may, in accordance with the procedure and conditions set forth in Section VIII F and IX D, grant Special Permits for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extension or expansion of nonconforming lots, land, structures, and uses, provided, however, that such change, extension, enlargement or expansion shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. In more general terms , this Board is, when reviewing Special Permit requests, guided by the rule that the Special Permit request may be granted upon a finding by the Board that the grant of the special permit will promote the public health, safety, convenience and welfare of the City's inhabitants. The Board of Appeal , after careful consideration of the evidence presented, and after viewing the plans, makes the following findings of fact: 1 . No support or opposition was presented. 2. The placement of the pool in this location is the only practical place on the lot. 3. The Special Permit requested will promote the safety, convenience and welfare of the City's inhabitants. On the basis of the above findings of fact, and on the evidence presented at the hearing, the Board of Appeal concludes as follows: 1 . The relief requested may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district of the purpose of the Ordinance. DECISION ON THE PETITION OF PETER BAGLIONI FOR A SPECIAL PERMIT AT 6 CASTLE ROAD, SALEM page two Therefore, the Zoning Board of Appeal voted unanimously, 4-0, to grant the relief requested, subject to the following conditions: 1 . All dimensions comply with the Salem Zoning Ordinance relative to swimming pools. 2. Petitioner comply with all requirements of the Salem Fire Department relative to smoke and fire safety. 3. All construction be done as per the plans submitted and by legal building permit. SPECIAL PERMIT GRANTED f �f chard A. Bencal , Vice Chairman A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal frcrn this decision, if any, shall be made pursuant to Section 17, of the Mass. General Laws, Chapter 808, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Mass. General Laws, Chapter 808, Section 11, the Variance or Special Permit granted herein, shall not take effect until a copy of the Decision, bearing the Certi- fication of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such an appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the none of the owner of record or is recorded and noted on the owner's Certificate of Title. BOARD OF APPEAL Citp of Oaten 0a goacbagettO � Fee Paid10 le< ,sF FIRE DEPARTMENT-FIRE PREVENTION BUREAU ) 48 Lafayette Street °ME Salem, Massachusetts CERTIFICATE OF COMPLIANCE In accordance with the provisions of Chapter 148, G.L. as provided in Sec. 26E and/or 26F smoke detectors have been approved within residential occupancies as applicable. Owner: Peter Baglioni IFWI Mme of person,arm m carporeaon granted permit) Smoke detectors have been installed and are approved for type and location as per current codes as of this date. SMOKE DETECTORS REQUIRE ANNUAL MAINTAINANCE AND CLEANING 61 One Family Dwelling Type of Occupancy: ❑ Two Family Dwelling ❑ Condominium Unit N at 6 Castle Rd. zzl�� (Give boson by street end number,m deeaibe In such a manner mto prwA d to id. ti or NOTICE: Certificate is NOT VALID, for sale or transfer (Sigmtun;of official grmting perm,[) of real estate, 60 days after date of issue. Maar Form 181A(Rev.4187) UP of harem, fflam5acbuatt2; Fee Paid $10 ,,gyp FIRE DEPAATMENT•FIRE PREVENTION BUREAU ' 48 Lafayette Street Salem, Massachusetts CERTIFICATE OF COMPLIANCE In accordance with the provisions of Chapter 148, G.L. as provided in Sec. 26E and/or 26F smoke detectors have been approved within residential occupancies as applicable. Owner: Peter Baglioni (Full verve of pareoa arm or corpontioo granted permit) Smoke detectors have been installed and are approved for type and location as per current codes as of this date. SMOKE DETECTORS REQUIRE ANNUAL MAINTAINANCE AND CLEANING 2 One Family Dwelling Type of Occupancy: ❑Two Family Dwelling ❑ Condominium Unit N at 6 Castle Rd. (GW.looetloo by etmet sod Dumber,or deembe iv each a mama ae.6provi" ;t idmtiauti oeati � NOTICE: Certificate is NOT VALID, for sale or transfer isigmture or official graet;ug permt) of real estate, 60 days after date of issue. rnnel Form 181A(Rev.41871 h ` LI - It S INSPECT ONAL SERVI SSJ, The Commonwealth of Massachusetts 11��''q9,F�Board of Building Regulations and Standards I� -q SITY F 3 Massachusetts State Building Code,780 CMR . "'� Revised Mar 2011 Building Permit Application To Construct,Repair,Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: A lie/d,:Date Budding Official(Pont Name) Signature SECTION 1:SITE INFORMATION I.l Property Address: 1.2 Assessors Map&Parcel Numbers 1.la Is this an accepted street?yes x no Map Number Parcel Number 1.3 Zoning In 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq R) Frontage(tt) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Check if yes[] Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 O n r f c ,7 V � SaIewe �tA Name(Print) City,State,ZIP S��' � >2 Yri1 �•1 �t73 No.and Street Telephone ep Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK(check all that apply) New Construction 1i Existing Building❑ Owner-Occupied ❑ 1 Repairs(s) ❑ Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg. ❑ 1 Number of Units_ I Other ❑ Specify: Brief1^Description of Proposed Work': S z- LI IIt+I VV }CLIG Sol0.�— SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: (Labor and Materials) Official Use Only 1.Building $ 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ ,l� fy, ❑Standard City/Town Application Fee ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire -Suppression) $ Total All Fees:$ 6.Total Project Cost: rt `� Check No. Check Amount: Cash Amount: $ �V lAN•� ( 13 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) �s 6 License 25 I F S ki m 2s 9 ��2Y1'VLQXI License Number Expiration ate • Name of CSL Holder List CSL Type(see below) U No.and Street l tt Description SaULC (�S (\ T� C))Gl(71 o stricted(Buildin(Buildings to 35,000 co.ft. City/Town,Stai�� ZIP �Y icted 1&2 Famil Dwellin (/ RCn Cove WS Window and! I^� '�rL,. SF Solid Fuel Buming Appliances 5)3 'flu[J waV brdo— VIVI tt�rpn�Ll�J 1 Insulation Tel hone Email address WrVt D Demolition 5.2 Registered Home Improvement Contractor(HIC) \/II�iV1l olal ve1o�2Y LLC. I—t0�6`-4$ ) HIC Com an Name 4a3Y P N HIC is � VUg HIC Registration Number lVl✓lE}'pSiroatIoCn(bate N hnLiSo 10-r�V 4�rDo eet L?T Stk(oo4 '-7$I3D5301p5 Email address c,pyvt Cr /Town,State,ZIP Tel hone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) 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..........A No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject property,hereby authorize VI V I✓ t So Ico— to act on"behalf, all matters relative to work authorized by this building permit application. S�� "�'�� Pont Owner's Nam (Electronic Signature) Date SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in th' p ' tion is true and accurate to the best of my knowledge and understanding. V a.,- -7-9 .19 Print O s r rized Agent's Name(Electronic Signature) Date 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.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basementlattics,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 substituted for"Total Project Cost' i 4111 Noah III West,Provo,UT 146114 Employer Identification No.: 80-0756438 ' M Phone:(877)4044129 Fax:(801)765-5758 Massachusetts H1C License No.: 170848 VlVlllt. so I a r E.Mail: support@vivinnsolareo n 3S5 Z,�3 www.vinntsolnccom AR No.: RESIDENTIAL POWER PURCHASE AGREEMENT This RESIDENTIAL POWER PURCHASE AGREEMENT(this"Agreement")is entered into by and between VIVINT SOLAR DEVELOPER,LLC,a Delaware limited liability company("We","Us","Our')and the undersigned Custom s) ou","Yoar`),as ofthe'rou saction Date set forth below. Full Name tt'vi.mi.ern C` _ ./L C) Fu Name irv,.Mr.i,e) Critics r(s): P-N 4o».ie.. .,❑No .5Ce noce•y ow��.: e,O.vo ✓f. Telephone No.: --7 —ZL(71. E-Mail: Property Street Address: p Address: City,County,State,Zip: /L(f� l 6 1.SERVICES A. DESIGN AND INSTALLATION. We will design,install,service and maintain a solar photovoltaic system on Your Pmpe%,which will include all solar panels,inverters,meters,and other components(collectively,the"System"),as further described in the Customer Packet and the Work Order that We will provide to You hereafter. All material portions of the System will be installed by Our employed technicians and electricians,and not subcontractors. With Your coo tion, We will (i)design, install and connect the System in material compliance with all applicable laws; (ii)complete all required inspections:and�(iiaD obtain all required certifications anJ permits. In order to design a System that meets Your needs.You agree that We may obtain Yom electrical usage history from Your electric utility(the"L'nliry)and You shall provide s with copies of Your Utility bills as We may reasonably request. Other than the activation fee descrihd in Section LB,We will design and install the System o ost to You. B. ACTIVATION. You agree w pay Us a one-time activation fee in the amount of S We will interconnect the System with the Utility,and cause the System to generate energyy measured m kilowa t hours( AWk-)(the "Eirer� nsta labor of the System generally takes one day and is anticipated to begin and be substannally complete between two(2)and six(6)wreks hereafter. C. OWNERSHIP OF SYSTEM. We shall own the System as Our sole personal property. You will have no property interest in the System. D. OPERATIONS AND MAINTENANCE. We will operate and maintain the System(i)at Our sole cost and expense;(ii)in good condition;and(iii)in material compliance withal]applicable laws and permits and the Utility's requirements. E. INSURANCE. We carry commercial general liability insurance,workers'compensation insurance,and property insurance on the System. For more information concerning Our insurance,and to obtain a copy of Our certificate of insurance,please visit www.vivmtsolarcom/insurance. 2.TERM,PRICE,PAYMENTS,AND FINANCIAL DISCLOSURES A. ENERGY PRICE. For all Energy produced by the System,You shall pad Us S0. 94 per kWh(the"Energy Prier"),plus applicable taxes. The Energy Price shall increase each year byy two and nine-tenths cretin(2.9 Y). A go art estimate of the System uuput,measured m kilowan hours, will be rovided to You m the Customer Packet. THIS AGREEMENT IS FOR I HE SALE OF ENERGY BY US I O YOU AND NOT FOR THE SALE OF A SOLAR ENERGY DEVICE. B. 'PERM. This Agreement shall be effective as of the Transaction Onto and continue unfit the twentieth(20'a)anniversary of the In-Service Date(the Term'} The"InServiee Date"shall be the first day after all of the following have been achieved.. (it the System has been installed and is capable of generating Energy,(if)all permits necessary to operate the System have been obtained,(iii)the System has been interconnected with the Utility,and(iv)all inspections and certificates required under applicable law or by the Utility have been completed or received. C. PAYMENTS. Begginning with the first month following the In-Service Date and throughout the Term, We will send You an invoice refiecfing the charges for Energy It uced Gy the System in the previous month. You shall make monthly payments to Us by automatic payyment deduction from Your designated checking account or credit cud. It is Your responsibility to ensure that there are adequate funds caredegwte credit limit. There is no liniment gg charge associated with this Agreement. For all papmmts more than ten(10)days past due,We may impose s la charge equal m Twenty-Five Dollars(S25) and interest at an annual rate often percent(10%),plus applicable taxes. If You continue w fail to make any payment within ten H 0)days after We give You wrinen notice,then We may exercise all remedies available to Us pursuant to Section 13(bl. D. RENEWAL. At the end of the Term,You may elect to(i)continue with this A menu on a year-to-year basis;(ii)enter into a new Agreement with Us and cancel this A%eemenb(iii)purchase the System at the end of the Term and cancel this Agreement the 'Purchase Option");or(iv)cancel this Agreement and have the System removed at no cost to You. You will need to notify Us in writing concemm Your electron sixty(60)days poor to the end ol"the Term. If You elect the Purchase Option, the "Purchase Option Price"will be the then-cu o nt fair market value of the System based on an independent appraiser's valuation of similar)y sized photovoltaic systems m Your ggeographic region. The appraiser's valuation will be provided to You in writng and will be binding. If We_receive Your payment of the Purchase Option'Pnce costs of the appraisal,applicable nixes,and all other amounts then owing and unpaid hereunder.We will transfer ownership of the System to You at the end of the Term on an"As Is,Where Is"basis. If You elect to have the Sy9stem mainvcd.We will remove the System from Your Properly within ninety 790)dayys after the and of the rem. IF YOU DO NOT NOTIFY US OF YOUR ELECTION TO CANCEL BY SENDING A I TEN NOTICE O US,THEN THIS AGREEMENT WILL AUTOMATICALLY RENEW ON A YEAR-TO-YEAR BASIS UNTIL YOU NOTIFY US IN WRITING OF YOUR ELECTION TO CANCEL AT LEAST SIXTY(60) DAYS PRIOR TO THE END OF THE RENEWAL TERM. E. CREDIT CHECK. In connection with the execution of this Agreement and at¢try time during the Penn,You hereby authorize Us w(H obtain Your credit rating and repon from credit reporting%@er ies;(ii)to report Yom payment performance undo this Agreement to credit reporting agencies;and (iii)disclose this and other information to(lur aRthates and actual or prospective lenders,financing parties,investors,insurers,and acquirers. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE (888) 567-8688. SEE PRESCREEN & OPT-OUT NOTICE(SECTION 29)BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. 3.LIMITED WARRANTY A. LIMITED INSTALLATION WARRANTY. We provide a workmanship warranty that the System shall be free from material defects in design and workmanship under normal operating conditions for the Term. We further warrant that all rouflup penetrations We install shall be watertight as of the date of installation. We do not provide any warranty to You with respect to any component of the Syslem. Any manufacturer's warranty is in addition w,not in lieu of this limited installation warranty. This warranty does not cover problems result% from exposure to harmful materials and chemicals, fire, flood, earthquake,or other acts of god,vandalism,alteration of system by anyone not authorized by Us,or any other cause beyond Our control. B. MANUFACTURERS'WARRANTIES. The Sysfem's solar modules carry a minimum manufacturer's warranty of twenty(201 years as follows: (a)during the first ten(10)pears of use,the modules'electrical output will not degrade by more than ten percent(10%)from the onginalffy rated output,and (b)durivg the first twenty(20)years of use,the modules'electrical output will not degrade by more than twenty percent(20%)mom[he originally rated ouryrfit The System's inverters carry a minimum manufacturer's warranty often(10)years against defects or component breakdowns. During the Term,We wit)enforce these warranties to Ina extent possible. C. DISCLAIMER OF WARRANTY. EXCEPT AS SET FORTH IN THIS SECTION 3 WE MAKE NO OTHER WARRANTY TO YOU OR ANY OTHER PERSON, WHETHER EXPRESS, IMPLIED OR STATUTORY, AS TO THE MERCHANTABILITY OR IN FITNESS FOR ANY PURPOSE OF THE EQUIPMENT, STALLATION, DESIGN, OPERATION, OR MAINTENANCE OF THE SYSTEM, THE PRODUCTION OR DELIVERY OF ENERGY, OR ANY OTHER ASSOCIATED SERVICE OR MATTER HEREUNDER, ALL OF WHICH WE HEREBY EXPRESSLY DISCLAIM. OUR LIABILITY FOR ANY BREACH OF ANY WARRANTY IS LIMITED TO REPAIRING THE SYSTEM OR YOUR PROPERTY TO THE. EXTENT REQUIRED UNDER THIS AGREEMENT. YOU ACKNOWLEDGE THAT WE ARE RELYING ON THIS SECTION 3.C.AS A CONDITION AND MATERIAL INDUCEMENT TO ENTER INTO THIS AGREEMENT. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION OF THE FACE HEREOF. 4.REMOVAL OF THE SYSTEM You shall not make any Alter¢tions(as detned in Section 9(c))w the Syslem. If You want to make repairs U improvements w Your Property that require the cot amry removal of the Syystem or that mould mI a with its performance or operation,You must Q1ve Us a[least Ihiny(30)days'poor wnt[en notice (a"Customer-Requested Shutdown'). You agree that any repair or improvement w Ynur Property shall rim materially alter Your roof where the System is I installed. As tomppensahon for Our removal,storage,and reinstallahon of the Syystem,You agree to ppay w Us a fee equal to Four Hundred'and Ninety-Nine Dollars fS499)belore W'e remove the System. You shall be required to pay the Sbuufown Payment fas defined m Sechon 15 if the System is not reinstalled within tfifiirty(30)days of removal. In the event of an emergency aHeeungg the System,You shall)contain Us imme late y. if W e are unable to timely respond,You may(al Your own expense)contract with a licensed and qun1 solar installer to remove the System as necessary to make repairs required by the emergency. You shall be responsible for any damage m the System that results from actions%ken by Yom conuacu r. 5.ARBITRATION OF DISPUTES Most customer concerns can be resolved quickly and amicablyy by calling Our customer service department at (877) 4044129. If Our customer service department is unable to resolve Your concern,Ynu and We agree to resolve any Dispute(as defined below)throueh binding arbitration or small claims court instead of courts of general J'urisdiction. BY SIGNING BELOW, OU ACKNOWLEDGE AND AGREE THAT(I)YOU ARE HEREBY WAIVING THE RIGHT TO A TRIAL BY JURY;AND(11)YOU MAY BRING CLAIMS AGAINST US ONLY IN YOUR INDIVIDUAL CAPACITY,AND NOT AS A PLAINTIFF OR CLASS MEMBER IN-ANY PURPORTED CLASS OR REPRESENTATIVE PROCEEDING. You and We agree in arbitrate all disputes, claims and controversies arising out of or relating to ce s� ,'ir,e;.eisi o.,m"r=.u.c.niu_anrarvm. i u,11=11et12� UI Ot R AFFILIATES. DIRECTORS F,MIIOYfC:S. AGENTS, Oft (ONTRA(TORS FOR ANY SPECIAL EXEMII ARY, =r ry uRE t[Rttw♦I ih a r. nud'r I r d INDIRI'CF. IN(IDENTAL, CONSEQULNIIAL OR PUNITIVE r. - DAMAC'ESONHEADEROR NOI 'IHF•CIAIM I'IIERFFORE IS uJ"I t r p rlla a ilsllr ihlc ro E < rbi rl UdU BASED ON CON FRAC'T,TORT DUTY IMPOSED DY LAW OR I pn rr hi�r u - r. ' d. """`vi 1 U III ER WISE) IN CON NECTION WilI-L AR ISING OUT OK OR �� x�wm[ F.tPr[f n A' r trll b- binl aW '�mr r me IN ANY WAY RELA'I ED TO "IHE I'RANSAC IONS au ce t tied j d U o r Il t tlr r p cl .-s h n �I 1 rl,p c t i res. CONTEMPLATED 13Y THIS AGREEMFNT OR ANY ACT OR OMISSION OR EVENT OCCURRING IA CO.VAC(IION' a>b Ibv Ut rGl.- un NO RHO SUE YOU HI-ANY WAI\'Ii,RC LFASh,AND AGREE Z�[OY 4rIinlYf LtN`Y rir�ri inl " t IIlb v J. NOT TO SUI UPON ANY SIrCFI CLAIM( FOR ANY hLr('H rey ih e ir,sn llh r..dh dw�i.nvulo lee�rhe'menal lan.�t..DAMAGES, WHETHER OR NOI ACCRUED AND WIIETHFR sue I rh urp•n I ru A. OR NOT KNOWN ORSUSPECTED IU FYISE IN YOUR I4 VOTI(t All ' 9' t"I mr I- IoM ni lion: qr or FAVOR. YOU FURTHER AGREE THAT NO CLAfM �` j rtbJ ' h n I i rl s A a er h II h< nt d I xd r the 01 p r ru ld r!nli Ili Art r to h oll d-Ir h� LAWSUIT. OR ANY OTHER LEGAL OR ARBITRATION .mtn 1 r Ir ntr r�tmeh rn i, t d m pota PROC FEDINC IN(:ON,\ECI ION WIFLU ARISIN(I OUTOf OR ES�[RA Iv 11 Au t m t'un �r pv f Ira. c x. r ally 'ran IN ANY WAY RELATED TO THIS AGREEMENT MAY BE `rh h h th I c r vl I u h rmo r un n-hall sip I In (v T< it r 1S r • II It IV .IV dU YEAR AF'L COMMENCED I N ODE J FILED RISE T S 1N CLAONEIM, M, z5.vEV FICVtII rrY ❑ t r. = a, .� Idr b 'r,da.YOU ACKER THE INCI DENI GIVING E RELYING CL AIM ,mpercu YOU ACKNOWIIDGE THVI' WE ARE RLLY1NCi ON THIS Id`cri nl dt o� i�x tl 1,.-. I JW e. IJ ip hlh tcd 0, nnl-r_I obl, SECTION' 1 AS A CONDITION AND ryLV7 LRLAL and II nP el r rl s three t I II n but eo d Rv:c( iI INDUW_hIE.NT I O ENTER INTO THIS AG REHVIEN"T. -,dow, IR INDENINWCA I ION. To the ftrllea cxn,nt enmued I s 't, n o -. nun l f b C cd I li a n< t hl.r mr a lie iL le law. You hereb a R ran n a r x- n Ib Iph.bl PP y -rec b+ indemnify advance cxpcnsev 21.<O(\IFR�AKTS 11 1 - n r h cc teJ n e es and hold hannl vs Us and Our affiliates directurs: employ)e c, c" t P r« 'r I II h r 0 rt; hub Ix-.rtu l r 1 r o a agcnts', contractors, and Our successors and as'Signs leacn, a '\ r -r ll p rr.hiv Jou nun format l pdf'1 ahull c 16nrtc m oiinsl far 'Cmu d Prrsnn ) front any uul ill tlnrd any Iunvv actions, m h r unls lx eases lmchrdio P49, PrIp11[tTY'. Y h b- tl I r Y u i1 Pvl ' 'v p creasM tbl atl Vrn tS tws rod eeppens s) phir pl J atllA sal - cfa a10 cl n 1 ss dIa darn cs Iiabihncs prnnCties losses obliean ns ut)unc+, dirmnds ch n r I rn t r Ii I rd ( (.nh r ti rho to rll and lion )1'any kmd lr nmrrtc Inc)nnCction w;th arl tn�r ur f ur lc. (�) Y dpc ErrW � I4L+ nm ll pl In nvwo, In tm in wty ranted ro(i)Your breach of lhiv \ rCNmenr,or(u)Yau uIi flr Y r a". "" n tali cn e or willful nusennJur.t pr Hided that Your 291 RFSCRN E\ 1ND OPT-0UI' NOTICE. THIS and mnrttcation bll anions unJ r ihi,' Saaion Oft shall not apply d •`PR r 1. U 1. SED ON the harm or damn that is th brsls Por smh third part) chum INFtIRMAl10N IV POUR CREDIT REI URI' INDICA]INC,occurred while on of Our emploee.e or agents was al Your Property TIiA f 1'UI MFT1 CEK'fAIN CRITERIA. l HI5 OFFER IS NOT and such harm or d unace was w(sly'causaA by the acute negligence CiUARA\TCEO D VOLi DO NOT MF.F.T OUR CRITERIA, IF or vrlll'ul nvxoniuc[nl'alch employee ur agent, ;ANT 'fCl REC-FIVE PRESCREENED OFFERS 19.SUBROC,ATION. You nave to release oll Covered Persons OF CREDIT FKOAI US AND OTHER C'OMI ANIF.'.S. CALL THE tronr any cla'mc of ntv panics suing [hnwgh Yuw'nutbonty n� in CC1NSl1M ER RFPOIYTING ACFN(IF,SS TOLL FRFE, I8831 567- (10, Ham such a Vout insur race company, and You aaee to 86sN OR WRITC LXPERIAN OPT OUT.P.O. BOX 919 ALLEN. d lend Us roam t an such clams 'YOU'AGREE FO Nr)T'IF'Y TX 75013; TRANSUNION NAME REMOVAL OPTION. P.O- Y Ol R INSUkAV( LCQMPANY CJF TEAS Ii I,LLASF. BOA 505 WOODI Y A, P,A 19094; E(JUIFAX OPTIONS, P.O.an cntevuA+E,.ns AND w:uveRS r ci�;nn, n.nr , ,,.d,r BUX 740121 A'FIANT,A;GA 3,0374-0123. I I I I (i)any aspect of the relationship between You and Us,whether based in contract tort,statute or any other legal theorryy;(it)this Agreement or any other agreement concerning the subl'ect matter hereof; (iii) any breach, default, or termination of this Aggreement, and (iv)the interpretation,validity,or enforceability of this Agreement,including the determination of the scope or applicability of this Section 5(each a Dispute"), Prior to commencing arbitration,a party must first send a written"Nonce of Dispute"via certified mail[0 the other partyy. The Nonce of Dispute must describe the nature and basis for the Dispute and[he relief sought. It You and We are unable[o resolve the Uispute within thirty (30) days, then either pan mayy commence arb�Vation. The arbitration shall be adminis[ercd by JAMS pursuant to its Streamlined Arbitration Rules and Procedures(nv0ilob/e aC hitpp://www,amsadccoMrvles-streamlined-arbitration,the"JAhIS Rules')and under the rules set forth in this Agreement. The arbiVator shall be bnun�by the terms of this Agreement No matter the circumstances,the arbitrator shall not award punitive,special,exemplary,indirect,or consequential damages to either party. If You initiate arbitration You shall be responsible to paY$250. All attomcyys' fees,travel expenses,and other costs of the arbitration shall be bome by You and Us in accordance with the JAMS Rules and appplicable law. The arbitration shall be conducted a[a mutually agreeable location near Your Propertyy.Judgment on an arbitration award may be entered in anyy coon of coinppeten[jurisdiction. Nothing in this Section 5 shall preclude You or We from socking provisional remedies in atd of arbitration from a court otcompeten[jurisdiction. N01'ICE:BY INITIALING N THR SPACE BELOW YOU ARE AGREEING TO HAVE ANY DISPUTE.ARISING OUT OF THE MATTERS INCLUDED N'THE"ARBITRATION OF DISPUTES^PROVISION DECIDF,D BY NEUTRAL ARBITRATION AS PROVIDED BY APPLICABLE LAW AND YOU ARE GIVING UP ANY RIGHTS YOU MIGHT POSSESS TO HAVE THE DISPUTE. LITIGATED IN A COURT OR JURY TRIAL. BY INITIALING IN THE SPACE BELOW YOU ARE GIVING UP YOUR JUDICIAL RIGHTS TO DISCOVERY AND APPEAL. IF YOU REFUSE TO SUBMIT TO ARBITRATION AFTER AGREEEMENT TO THIS ARBITRATION NG PROVISION IS VOLUN THIS PROVISION TARY. YOU HAVU MAY BE E READ AND ELLED UNDERSTAA�ND THE FOREGOING AND AGREE TO SUBMIT DISPUTES ARISING OUT OF THE MATTERS INCLUDED IN THE`ARBITRATION OF DISPUTES"PROVISION TO NEUTRAL ARBITRATION. IIWE AGREE TO ARBITRATION AND WAIVE THE RIGHT TO A JURY TRIA[!�n❑ 6.NOTICE TO CUSTOMERS /\ A. LIST OF DOCUMENTS TO BE INCORPORATED INTO THE CONTRACT: (i)this Agreement,(if)the Additional Terms and Conditions,(iii)the Customer Packet,and(iv)the Work Order. These documents are expressly incorporated into this Agreement and apply to the relationship between You and Us. B. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES UNLAWFULLY OR COMMIT ANY BREACH OF THE PEACE TO REMOVE GOODS INSTALLED UNDER THIS AGREEMENT. C. DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ ALL OF ITS PAGES. You acknowledge that You have read eve received egible copy of this A�,•r�ement,that We have signed the Agreement,and that You have read and received a legible copy of everydocumentthat We have signed during the negotiation. D. DO NOT SIGN THIS AGREEMENT IF THIS AGREEMENT CONTAINS ANY BLANK SPACES. You are entitled to a completely relied in copy of this Agreement,signed by both You and Us,before any work may be started. E. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO THE LATER OF: (1)MIDNIGHT OF THE THIRD (3nea)BUSINESS DAY AFTER THE TRANSACTION DATE,OR(Iq THE START OF INSTALLATION OF THE SYSTEM. SEE HE NOTICE OF CANCELLATION BELOW FOR AN EXPLANATION OF THIS RIGHT. VIVINT S VELOPER, 4C CUSTOMERS): By: `C �.��- By: Printed Name: Printed Name: t Title: By: Printed Name: Transaction Dale: �sf%/�' FOR INFORMATION ABOUT CONTRACTOR REGISTRATION REQUIREMENTS, CONTA T THE MASSACHUSETTS OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION: TEN PARK PLAZA,SUITE 5170,BOSTON,MA 02116, (617)973-8700 OR 888-283-3757. --------------------------------------------------------------------------- NOTICE OF CANCELLAION Transaction Date AR No.: U MAY CANCEL DAYS OFT E ABOVEIDATE OR (IFOLATER)IOUT UNTIL ANY THEPENALTY START OF INSTALLATION OF THE S WITHIN YSTEMS IF YOU CANCEL,ANY PROPERTY TRADED IN,ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE,AND ANY ) BUSINESS DAYS FOLLOWINGRECE PT BY TE SELLN:R OF YOUR CA CELLATIONRETUENOTIC IED TAND ANY TEN SECURITY INTEREST ARI MAKE AVAILABLE TO THESING SELLERfATFIF YOUR RESIDENCE, IN SU STAN!ALLY AS GOODC CONDITION ASWHE SIR RECEIVED,ANY GOODS DELIVERED TO YOU UNDER THIS CONTRACT OR SALE, OR YOU MAY, It'' YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER RF,GARDINC THE RETURN SHIPMENT OF THE GODS AT THE SELLER'S EXPENSE AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHSPOSE OF THIE GOO US WITHOUT A�Y FURTER OBLIGATION.N TWE. TIF YOU FAIL TO MAKE THE GOODS AVAILABLE YOU MAY RETAIN OR TO THE SELLER, OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO,THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCEL THIS TRANSACTION, MAIL OR DE YO'IICE,OR SEND A TELITTEN EGRAM,TO VIVINT OLgqY��DEVELOPER,LLC,AT 931 NANCELLATION 300 W,ROVTICE OR O T R 604 PR OTHER IOR TO THE, LATER OF: (I)MIDNIGHT OF THE THIRD(3"")BUSINESS DAY AFTER THE TRANSACTION DATE,OR(Ip THE START OF INSTALLAION OF THE SYSTEM. 1 HEREBY CANCEL THIS TRANSACTION: Dale: Customer's Signature: i Capak�nn:IDu A'b obi s..im D.mmpvr.U c'.em",-+u fmknmi. >a..,,oa.rc its rra o-_m i ADDITIONAL TERMS AND CONDrrroNs ]. RG1It2SEN1 HOPIS AND WARRVAIIES. I I ( a [ iind 't at d' Ay' o At fe t Y'. 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I n l h(I .1 f. y t IL • m 'I , 1 a ate t h W(l nd f )a v to n e p to verify, O ro f' tot II or,at t I the Sv t Al f l e Sh rd I. I) fie fi t S l cly yt IS : I It e (d 1,If htf, ), J R PII -.rryl if(,I 51 II 1 '111 if, 1 th Shfl P t. (h)Frt 4 aIJ fit the \ 1 p..' tl' ' I fc c tITId p 'If the Sa ( I\. nl the,Y- to ltrPrp UI lPP d It Tt i'—'c t.hnt _ P�µ t l 1 1 1 p nil Poi 1h tl-tm 1 ( - I I Nl1 E t Sell,UlehN l on WV ,U I WI We, pip s,( Inm'u - .(, IYo takeI 'd ' s,im 0 L, s p II Ib tl S .I ( llt t D" f II t t t Svaen. Y a w h e w pr+mp(1} n t I, 1"ol.lI m nen shod be a C"'tome tl ti uli v bwt nos lu eI v to rl`o I th'd f c oo(U1. Fonee�Vajcun fIelinr tldcfS t' rt [!I'll(, ('I) a : tiMinkelWO d Y l "If. f hill the 10 SALE OE tin, Vf ZR<1 ( PSI IHvi- t 0 I 'I tl the I 4�t to Rr LI I 1 1 ( ( i "e,'l ( ) to} 'WII.; 5e UI W ill liI ) aIY -TIE' -Snob- f 'r11 F r Ifln ) -(II ( t� Sltf1. -tl 1 (ffSnld ly_ r Tit, pt II II .Sy( lid t J k II d r p el (I I lap 's] rl ➢..... I'''I'Dill"'Idt s fltr "I: ITI—Eir -17eethm i�lpo,fic, ficin its ol) 11 'Dint 1"I he S W.,I,vilely m cle l ill yno, F t I t hive,DID],t l s lt_ '1 I III S I i III,the h tar t wnt ld PItilik.111 IIlille E of h II SJ t II Ii1111011111( V I If J al .A byd S I lira xF(fi h (d f fill ( n+ II Slams th -11 q I' I li (uln (b)I t f. l r W t W LII t !on1 th 1 W c x Id h th esp l t W E lv obl tr le ) J u l tl l ' I , il p l vit d tl'nh S t nw.Iilfa a ll UFI n neh huJ n nlii) 1pp 1 b7e if le 11le I into d II ihc"' Dolt Ik, h ( II t Ia Ill 1' a DI az f1h ti[ t6�t Ill h npld ' S 'ng rc I lhI N el, a WL II t.-p. blb } th pe tJ II hIl hlll b. Illll rity li lnte InhelnSnc hen.ldrslt dhe p hl na11 cu noh I b'1 he aced . [ apf Dut uintJl" I II 1J t 1(Rl R defm +a 'f r(I e S- we "i u l h e N ( eC e ,i n } t h M II yl F v h ( Dme b vi ( a p t f h Sp I J tl I 1 h plv-ne rel f n I io- 1Yre o f t)rc l ppl r I SI'I 1 n1 P r II hull' p 111 I S t J J t Se R U I I u s f line ht Jred Wr t t 'I t Ih N I IU Lfn I('hi -0Fon I D I)rer. W'E DO NOT and fhry I IRn) L h lbc n ) O r T J 'e xfnn. teminute th 5 WARRANT O.(l \R1VrRI fFO \\YCEIJF%SiRiY I.ODIJG ED B} qea (a Jagin Ntul peel Od ailsn t. '1H ub kerl,e01t ANY PERIOD OR \\N (OSI SAl INl9. \4 nm� Ylry 16 FOR(E n1A 1k URN If Yet ll 11 t lu l - Yth Illy .�l e ar Pl' f "old to net es I bl u1 I'(it It h1. p I I J (h kg'-f f l I P tlI F u n IY t p n' II he i ( vt Vply}t cry) y ( N' c do( ht t 1 tell,1 e� I I p f a e 'It tl d 1 fh h M 1 I (I /vl b e II ud Y D II 1 .N'o nJ :I d@(T uch Ilr nl pc I: h M�. I i_tl Marc Nap h"nl la)IId -(on rt'Y t' f than d S.t I: If Y ea I a b fh y I t F 1 h 1 r lea I a lv ndll I rg ,(h %un dull he 111 ly :Ipt%o,DhIet Anink:the rg)fnDkI 01Dellbtlife 12ulh I) In 't ns ffu fo ht hzux IJ t tul dllch Ix<1 l lull fd II OWNERSHIP OF S}DIEM. (It'l Olk, oft,_7 Sy;I IC ill 1 I hl tl f � tly Ian-. "h atl Il xu bull tolls a( II'll IIi I,f yhf III kill'S-t Ind the S;(• IIrcI 1 hill file nlbl t b 11 dto f b' tl W 'Iy prp I 1 t nt SYt "d SYI I t t ptl. the F ry d l dlef lu t de Tan . ( I ud.'ry tR lilw(/ 'l ]Wm W.S '(e ( l( alt i > ensa aWhhtndin Yo" btih ' chat h :been iue71 idl' d'1 1) fl h notion I, 'Y t f p fr i J L ry (h l6 Sya. 9l N' aafire f kvp ra u pea. f 1' e o n pp D 'dJ(hm h1. n) 1 -. DJe th bu aJb"tn II 'sf'iu fir III f n F' s `Ifl i itII theDunf. Into, Prs Iy Nn r tl it S n Vot nh( td nsd a h''h ihkis t - d':pu uk ' rka pp I' -d k r1111, 11 yt k.1 (ldrunw , it hJ( � Irlen r f ( If yI II: V Jlil h) ¢ (I'll II I " t I. m e i ebre 'I rl:Idunce Ih $ 't m III S) f n 1 r a n l O I<p s prop ny I- I v ( t G all n F cl rt :( ( tl G lu 1 u I Pf s ar n<l h i i k t d t r Mn f d Ir d lein, p J t M - In 3 s l o th th d fl :elf x: 'Y 11 Jb. tll LI ❑ inh ul lFl h 1.tulfanin ofli file I ppp f t Ilrul by onJ [I 'I fW an Ji. 5,'t h II N 1 P' i alt x n n u n n J Den 1f ,, D kill DoInnel adlltlf V Opt . fl(rft lfA } irL- rantoU lid(to, 1'Irl opiLlr a asp l) 1 I :IN ip IYouf npl it nnl I t gT ' -nl A -PrPn Ilmt 1. im \ti 3'I:toll pr Im' tu tI Svt d' yh nt l' f ) u Y rinl ( anJF t t 1Lh sn dN P9uU bsdolivonihc Ot nII ¢ lh V IaIn 11 S JI llkc fllet I -Ppeny,"r I no t ucn( fry 11 S ( 1 (II 1' f 0 purl to I ¢'- Icl 1t n1 nan a ttp } t" n J 1'J S)t TI f - o 1 t Ic...3 to Youl' a LII it( J 1 t nn tl tl 1 f H(h h t fill Pr ttik M111 tr 1 v pi 1 tl f -:( der 11 tre- II f Itt Ist ti t . I lfh s)u t I ( p ( prp l U) 1 'd'li ifto nl ( 1 U11Je afl11 qe t ( I 1 Id 1. 1h fl t J( 1- II ( T I fin f 1art II f oLIod Yer fie S)sllnttl II tlleT lI- Id1Nm (Isle On I'h Yu "I'll - duth IId1 p'_ IDII rIL 0 I'l I,it' 11;I .Oly negl'gena,era I. n mk din l Lt : lh l t f Id- n b l ltr if III'S't'm.o d Slilin luvllll n yl n I 1- 1, i ' d S-.t III t Y 11 r NOI R II IiS'TANDINC ANY BREACH OF THIS AGREEMENT, n f u ell IF } P 1 t 1 p I I r h,' A �. t ell ANY FAILURE.OF THE SYSTEM,OR ANY NFC'LI(tENT ACT ,h r line 11II hu o 1, 1 Yu"a IJ noon lint,in Sy C n e'I:II ben 'kW add 'dnuleni'Oil'o I rt\ THAT CAUSED AN INJURY OR LOSS I`IV HE TFI ER 112 ASSI(NM S'1 3 1R4NSFFR (al 1 I W ) p PROPERTY DAMAGE PERSONAL INJURY OR DIATE) TO vin f 1' 'I I nl Ih' V I tII fiN]rm tl Y)st I f e t ANNONb %k I AND YOU AGREE,E, "EHAT UNLESS ESS SUCH eclh nYae I ud fl u1 0( h t r l (I to a,,fniI o rn htDate, d It' v C lI t W IIh il. Djn hI t n I INJURY OR LOSS WAS CAUSED BY A PARPN S GROSS th > c1,y. me H f 't ' 1 t I I II T ter li pen NFXLIGJkbi IRAU1). OR WILLFUL INJURY. SUCH )' had PARTY S LIABILITY ARISING OU I OF' OR RL L ATINE TO Fi tPl J1 hYurl( p iv lilpm f ref-bp nctli d I1 <I the - a:d fe.f DiT LT AYMF SMALL IN NO EVENT EXCEED THE I+otrp r pell' 1 f 'J Jf( 1 II m l rp' d 1 p Iy DCI AULT PAYM Fur 1Ol` AND 41'L" AGREE THA'I"TI11S 'I I I r tort W re41 a ) :II y t II ( I x1 l-inn r e AMOLINF IS A FAIR RLPRI-S1 NTrATION OF (HE DAMAGES a_c 1 r'In ll t d tP p1( I kn II-: Yetr dlg-ri Dort Jer TIIAT YOU OR WE EXPECT TO INCUR IN TI IE C.ASE OF ANY tit Y lol "I e !I AI nt 'I IW leer r dfI p}I 1- s (NJLRY OR LOSSHEREUNDER. t t hyuol I J l ( tl t ss t 5 hl I`.n I 11 - 1g e eu r NO CLAIM SHALL BI MADE BY YOU AGAINST US OR ANY ll'r-pe tY fr mid«e relosel a em 1 hl g:i"I ulu h s Vu<e cm. AFe S avavuv.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/plumbers Applicant Ianformation Please Print Legibly 1VaIIIe (Business(OrganizatiorJindividual): Vivint Solar Developer, LLC Address:4931 North 300 West City/State/Zip:Provo, UT 84604 Phone#:801-704-9389 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 10 4. 0 I am a general contractor and I employees (full and/or part-time) have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling shipand have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' insurance.t 9. Building addition co [No workers' comp. insurance mP- required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 PIumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] 'Any applicant that checks box k, must also,fvl om the section below showing their workers'corupensatim poky information. t Homeowners who submit this affidavit indicating they ace 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 am an employer that is providing workers'compensatloa insuP ante for my employees. Below is the policy and job site information. Insurance Company Name:r4 w Hampshire Insurance Comany Policy#or Self-ins. Lic. #:((0��29..,342228 Expiration Date:11-01-14 Job Site Address: �--+ Q a p )r City/State/Zip: Q Q Attach a coley off 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 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 ce under pal and penalties ofperjury that the information provided above is true and correct Si�mmature: !% Cif ��1:1 Date CA"� �I Phone#: 801-704-9389 ®fj77cial use only. Do not write in this area, to be completed by city or town official City or Town: Perrm6t/d.icease # Issuing Authority(circle one): 1. ]Board of Health 2. Building Department 3. City/'Town Clerk 4.Electrical InspectoEgg 6. Other Contact Person: Phone#: fi 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor registration Registration: 1 /0848 Type: Supplement Card VIVIIZlT SOLAR DEVELOPER LLC. Expiration: 1/512016 JAMES SHERMAIN 4931 NORTH 300 WEST PROVO, LIT 84604 Update Address and return card.Mark reason for change. SCA e'a 2dflu®ym-0 Address Renewal Ej Employment host Card �Ize !N�'Y,N91NO,iA//M.Cf'[iUl�i/�4xi1[a�uAdP.f6 ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only j - Fv9E IiuiP ROVENSEn9T CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistration: 170848 Type: 10 Park Plaza-Suite 5170 Expiration: 1i5»016 Supplement 1�and Boston,NBA 02116 VIVINT SOLAR DEVELOPER LLC. JAMES SHERMAN 4931 NORTH 300 WEST PROVO, UT 84604 Undersecretary Not valid without signature Massachusetts; - Department of Public Safety >9, Board of Building Regulations and Standards Clmctruction Supcn kol ^� License:CS—&M254 ' 81 5YARrtii ST - e SAUGUS y&A 4Dllt66 . Expiration Commissioner 08/28/.2014 WCONSULTING.A Wyssling Consulting 321 West Main Street Boonton, NJ 07005 Scott E. Wyss/ing, PE, PP, CME office (973)335-3500 cell(201)874-3483 fax(973)335-3535 swyssling@wysslingconsulting.com February 18, 2014 Mr. Dan Rock, Project Manager Vivint Solar 24 Normac Road Woburn MA 01801 Re: Structural Engineering Services Roberts Residence 6 Castle Road, Salem MA AR#3552531 8.00 kW System Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by Vivint Solar and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal prepared by Vivint Solar identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of 2 x 6 dimensional lumber at 16" on center. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir#2 or better with standard construction components. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached ZEP calculations sheet for ASCE/SEI 7-05 Minimum Design Loads for Buildings and other Structures, wind speed of 100 mph based on Exposure Category "B" and 23 and 21 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure "B", Zone 2 per (ASCE/SEI 7-05). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. Page 2 of 2 B. Loading Criteria • 10 PSF=Dead Load roofing/framing 40 PSF=Live Load (around snow load) • 5 PSF= Dead Load solar Panels/mounting hardware Total Dead Load=15 PSF The above values are within acceptable limits of recognized industry standards for similar structures. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. 2. The dwelling owners shall be made aware that long term build-up of heavy snow conditions may produce deflections in the roof. If any deflection is noticed, then it is recommended that the solar panels be cleared of accumulated snow more than one (1) foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "ZEP Code Compliant Installation Manuat', which can be found on the ZEP website (zepsolar.com). If during solar panel installation, the roof framing members appear unstable, deteriorated, structurally compromised or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Hem-Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 I/z" with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than every fourth roof rafter as panels are installed perpendicular across rafters and no greater than the panel length when installed parallel to the rafters (portrait). No panel supports spacing shall be greater than four (4) rafter spaces or 64"o/c, whichever is less. 4. Panel supports connections shall be staggered to distribute load to adjacent rafters. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is based on information supplied to us at the time of this report and current industry standards and practices. Should you have any questions regarding the above or if you require further information do not hesitate to contact me.. �" OF =OFF cy� y truly yours e CNN N P. 0 50 Scott E.Wys g, PE qoF a sTEaE MA License o. 50 ESS/ONA_ Wct,`"II --- - ------ ------- N PV SYSTEM SIZE: I 8.00 kW DC N lb o O �'m_ �da� _� � � E l VJ �wo L U JUNCTION BOX ATTACHED T ARRAY USING ZEP ZS-GAB TO I I O O Z KEEP JUNCTION BOX OFF ROOF I I L F E a) lw'e' 0 130"OF 1"PVC CONDUIT `v Ln FROM JUNCTION BOX TO ELEC PANEL /n � P I I \/J .� I , a 10 CIO d cV o CU CO ww = m aQ3 NZ < � _ _ o I SHEET NAME: _____ ______ __ I 32)Tnna Solar TSM-250 PA0518 MODULES WITH A Q E lass M2IS-BO-2LL-S2 -ZC MICRO-INVERTER PV INTERCONNECTION MOUNTED ON THE BACK OF EACH MODULE d POINT, —— — — LOCKABLE DISCONNECT SWITCH, ——_ --_—— ANSI METER LOCATION, SHEET NUMBER: 8 UTILITY METER LOCATION PV SYSTEM SITE PLAN SCALE: 3/32"= V-0" > a U C z N NAmw -Z m z EI- mz m.0 CHIMNEY N� l.L ~ V CIRCUIT#1: 16 MODULES l._ r.� COMP.SHINGLE Roof Section 1 (n Roof Azimuth:115 Roof Tilt:23 _ • a v •e a' Roof Section 3 RoofAmn 115 a m o n Rod T@23 0 a m � U Roof Section 2 0 = RoofAhtuN:2W j v RmfTrc 21 of oj y j w w z m F � � w z a 3 m m ¢ a z_ z � o SHEET NAME: PV CIRCUIT#2. PLUMBING VENT(S TIE INTO METER# O J 16 MODULES 70430756 W (L SHEET NUMBER: PV SYSTEM ROOF PLAN C) N SCALE: 3/32"= 1'-0" a U o N � m 1 MOUNTING (n v rn w PV3.0 DETAIL N�KQ. LL m�Z 91EEL M 1'STAINLESS Z LEVELING FOOT IZSLF STEEL M B:TORQUE=1631 fl{O5. u z .0 COMP MOUNT(ZSLMAI U WAGNER PACKAGED /IN Q WPNERPROOFING6 T WITH COMP MOUNT Y! PV MODULE,TYP.MOUNT As NEEDED TO RAFTERS OF COMP. SHINGLE ROOF,PARALLEL WITH PLANE OF ROOF i IPV ARRAY TYP. ELEVATION N'6'G'°" "'NIMUM Z STAINLESS 31EEL LPG SCREW C TORQUE=1]tZ fl{ba, Of NOT TO SCALE L J��� (LEVELING FOOT ON COMP MOUNT ' PERMITTED LEVELING NOT TO SCALE / 1 FOOT SPACING •� E LEVELING FOOT(ZSLFER FRAMINGRELOWSHOWN r OASHE°F°RCLARITY C II ZEP COMPATIBLE P PV MODULE HYRRIG INTERLOCK N a 0 O I I I I I zw CANTILEVER=UD L=PERMITTED SPACING OR LE55 SEE CODE COMPLIANCE LETTER FOR ALLOWABLE SPACING PHOTOVOLTNC MODULE > Z Uj Of w W W Z m I I I < < � 3 I I ` Ja i z < o I I I I I I SHEET INTERLOCn(E6-ITH HYBRID INTERLOcrc NAME: LEVELING FOOT(ZSLFBI ROOF FRAMING LEVELING FOOT(ES-LFB) Z J H I 0o IrvTEUDGx(=6{LB. FERMITT "NG IPV SYSTEM MOUNT DETAILSHEET Fool SPACING gclrvG NUMBER: ( : ' 17 MODULES IN PORTRAIT/LANDSCAPE SCALE 318"=T-D" O `l C-5 NOT TO SCALE Inverter Ratings(Guide Section 4) Intl MakwMMN Emphasis M21 5eo-2u.s2..Zc O Conduit and Conductor Schedule MODULE DETAIL Max DC Von Rating 41 volts Tog oasmplmn wire Geese aWeonauvtors eenauu Type conava si:e Max Power IN 405C 215 Winue 1 Ferri armah.cable-THWN-2 12 AWG 4 NIA-Free Air NIA-Free Air ,W` Nominal AC Voltage 24p Voila 1 Bare Capper GmunE IEGCIGECI aAWG i NIA-Free Air NIA.Free At V Tripe Solar TSM-250 PA05.18 Max AC Current 0.9 Amps 2 THWN-2 10AWG b PVC 0'-1' on SOLAR MODULE Max ocPO Rasing 2n Amps z TtIWN-2-creuna eAwc 1 Pvc g-r Max Number of Parmalcihand 17 3 THWNd 'AWG 3 PVC 0-1. _0 as ] TXWN-2-Grouts BAWG t WC p.l• v m NOTES FOR INVERTER CIRCUITS(Guide Section 8 and 9), (n c m m 0 SWITCH LITY MEET REQUIRES I VISIBLE MENTBREAK SWITCH,DOES THIS PV Module Ratings@ STC(Guide Section 5) ��<� SWITCH MEET THE REQUIREMENTS' w Z YES NO XNA Model Makellifodel Trine Solar TSM-250 PA05.18 as MICRO-INVERTER Egghea-IM215TERAT-52z-ZC Max Power-Point Current(Imp) 7,89 Amps omz MICRO-INVERTER AT 2)IF GENERATION METER REQUIRED,DOES THIS METER Max Power-Point Voltage(Vmp) 30.4 Volts NuarnO EACH MODULE,ATTACHED SOCKET MEET THE REQUIREMENTS' Max P.imuit Voltaged,(Ac) 312 Volts � U WITH ZEP HARDWARE vEs NO XNA snod-circuit Current(Isc) 8.37 Amps < - 3.)SIZE PHOTOVOLTAIC POWER SOURCE OCT CONDUCTORS Max Series Fuse(DCPD) t5 Amps BASED ON MAX CURRENT ON NEC 690.53 SIGN OR Oxi Nominal Maximum Power at STC(Pmax) 240 Wafts RATING AT DISCONNECT. Maximum System Voltage 100o0ECy600HL) N j 4.)SIZE INVERTER OUTPUT(ACT CONDUCTORS ACCORDING Voc Temperature Confident -0.32 %PC LL 46 BARE CU GROUND !� TO INVERTER 01 AMPERE RATING(See Guide Section 9). (GROUNDING MODULE v 5.)TOTAL OF 2 INVERTER OCPO(s).ONE FOR EACH NOTES FOR ARRAY CIRCUIT WIRING(Guide Section fi and 8 and Appendix DI, $INVERTER) PV CIRCUIT.DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120%BUSBAR EXCEPTION IN 1.)Lowest expected ambient temperature based on ASHRAE minimum mean extreme NEC 69064(B)(2)(a)' XYES NO dry bulb lemperatursfor ASHRAE location most similar to installation location: -19-C �- MICROINVERTER CONNECTION Signs(See Guide Section 7) 2.)Highest continuous ambient temperature based on ASHRAE highest month 2%dry bulb TO ENGAGE TRUNK CABLE temperature for ASHRAE location most similar to installation location: 39-C /` N Sign for inverter Oni and AC Disconnect 3.)2005 ASHRAE fundamentals 2%design temperatures do not exceed 47-C In the `(W .P United States(Palm Springs,CA is 44CT For less than 9 current-carrying Conductors Solar PV System AC Point 0(Connection in reef-mounted sunlit conduit at least TY above roof and using the outdoor design AOOutput Current 28.800000 Amps temperature of 47-C or less(all of United States). Nominal AC Voltage 2401 Volts a.)12 Ali 90-C conductors are generally acceptable for modules with lac of 7,68 Amps � < or less when protected by a 12-Amp or smaller fuse. THIS PANEL FED BY AND LTIPLESOLAR SOURCES L.)10 AWG 90-C conductors are generally acceptable for modules with Ise of se Amps (UTILITY AND SOLAR) or less when proactedb a 1 5-Amp or smaller fuse. ea as 16 •� id do PV CIRCUIT 1: 16 MODULES/PARALLEL I6 • . • 02 10 POINT OF DELIVERY rc ^ m ne _ AND INTERCONNECTION 5 se o rc of orA to U Q ✓` • • • Jr S to 2 w > ud ---_T VISIBLE/LOCKABLE M I COMBINER SREC/ANSI 'KNIFE'A/C MIN 'uu � z m PV CIRCUIT 2: 16 MODULES/PARALLEL PANEL METER DISCONNECT F a E 1.0 100 ? ? E o 15 • • • RJJIUNCT goo SHEET Mi NAME: ✓` • • • 40A LU____ ____ __ _ __ ____________ _ __ _______ _ _ __ __ Q VisionMetering Siemens I 240V1100AZ 3 V2S-2S 3 #LNF222R LOAD-CENTER SHEETv ION BOX E 1.0 E 1.0 E 1.0 UNFUSEO E 1.0 NUMBERWTH IRREVERSIBLE NEMA3 GROUND SPLICE O NOTE:NEUTRAL CONDUCTOR(S)OMITTED FOR CLARITY AL17INVERTER OUTPUT CIRCUITS WILL HAVE A NEUTRAL CONDUCTOR LU Vivint Solar - PV Solar Rooftop System Permit Submittal 1. Project Information Project Name: Scott Roberts Project Address: 6 Castle Rd,Salem MA A.System Description: The array consists of a 8 kW DC roof-mounted Photovoltaic power system operating in parallel with the utility grid.There are(32) 250- watt modules and(32)215-watt micro-inverters,mounted on the back of each PV module.The array includes (2)PV circuit(s).The array is mounted to the roof using the engineered racking solution from Zep Solar. B.Site Design Temperature: (From Boston Logan INTL ARPT weather station) Average low temperature: -21.1 °C (-5.98°F) Average high temperature: 38.4°C (101.12°F) C. Minimum Design Loads: Ground Snow Load: 40 psf (State Board BR&S) Design Wind Speed: 100 mph (State Board BR&S) 2. Structural Review of PV Array Mounting System: A.System Description: 1.Roof type: Comp.Shingle 2.Method and type of weatherproofing roof penetrations: Flashing B. Mounting System Information: 1.Mounting system is an engineered product designed to mount PV modules 2.For manufactured mounting systems,following information applies: a.Mounting System Manufacturer: Zep Solar b.Product Name: ZS Comp e.Total Weight of PV Modules and mounting hardware: 1376 Ibs d.Total number of attachment points: $$ e.Weight per attachment point. 15.63 Ibs/square foot f.Maximum spacing between attachment points: *See attached Zep engineering talcs g.Total surface area of PV array: 563.52 square feet h.Array pounds per square foot: 2.44 Ibs/square foot i. Distributed weight of PV array on roof sections: -Roof section 1: (16)modules,(39)attachments 17.64 pounds per square foot -Roof section 2: (13)modules,(39)attachments 14.33 pounds per square foot -Roof section 3: (3)modules,(10)attachments 12.9 pounds per square foot vivint. sol-)r 3. Electrical Components: A. Module (UL 1703 Listed) Qty Trina TSM 250-PA05.18 32 modules Module Specs Pmax-nominal maximum power at STC - 250 watts Vmp-rated voltage at maximum power - 30.3 volts Vac-rated open-circuit voltage - 37.6 volts Imp-rated current at maximum power - 8.27 amps Ise-rate short circuit current - 8.85 amps B. Inverter (UL 1741 listed) Qty Enphase M215-60-2LL-S22 32 inverters Inverter Specs 1. Input Data (DC in) Recommended input power(DC) - 260 watts Max.input DC Voltage - 45 volts Peak power tracking voltage - 22V-36V Min./Max.start voltage - 22V/45V Max.DC short circuit current - 15 amps Max.input current - 10.5 amps 1. Input Data (DC in) Max.output power - 215 watts Nominal output current - 0.9 amps Nominal voltage - 240 volts Max.units per PV circuit - 17 micro-inverters Max.OCPD rating - 20 amp circuit breaker C.System Configuration Number of PV circuits 2 PV circuit 1 - 16 modules/inverters (20)amp breaker PV circuit 2 - 16 modules/inverters (20)amp breaker viva 1t. s o l a r D. Electrical Calculations 1.PV Circuit current PV circuit nominal current 14.4 amps Continuous current adjustment factor 125% 2011 NEC Article 705.60(B) PV circuit continuous current rating 18 amps 2. Overcurrent protection device rating PV circuit continuous current rating 18 amps Next standard size fuse/breaker to protect conductors 20 amp breaker Use 20 amp AC rated fuse or breaker 3.Conductor conditions of use adjustment(conductor ampacity derate) a.Temperature adder Average high temperature 38.4°C (101.12°F) Conduit is installed 1"above the roof surface Add 22°C to ambient 2011 NEC Table 310.15(B)(3)(c) Adjusted maximum ambient temperature 60.4 cC (140.72°F) b.PV Circuit current adjustment for new ambient temperature Derate factor for 60.4°C (140.72°F) 71% 2011 NEC Table 310.15(B)(2)(a) Adjusted PV circuit continuous current 25.3 amps c.PV Circuit current adjustment for conduit fill Number of current-carrying conductors 6 conductors Conduit fill derate factor 80% 2011 NEC Table 310.15(13)(3)(a) Final Adjusted PV circuit continuous current 31.6 amps Total derated ampacity for PV circuit 31.6 amps Conductors (tag2 on 1-line)must be rated for a minimum of 31.6 amps THWN-2(90°C) #10AWG conductor is rated for 40 amps (Ilse#IOAWG or larger) 2011 NEC Table 310.15(13)(16) 4.Voltage drop(keep below 3%total) 2 parts, 1.Voltage drop across longest PV circuit micro-inverters (from modules to j-box) 2.Voltage drop across AC conductors(from j-box to point of interconnection) 1.Mirco-inverter voltage drop: 0.31% The largest number of micro-inverters in a row in the entire array is 8 mCircuit 1.According to manufacturer's specifications this equals a voltage drop of 0.31 '%. 2.AC conductor voltage drop: =I x R x D (=240 x 100 to convert to percent) _ (Nominal current of largest circuit)x (Resistance of#10AWG copper) x(Total wire tun) Total system voltage drop: # vivin#. s oI i r 2114/2014 3552531 roof i-Zepulator ZepSolar Engineering Calculations 3552531 roof 1 Name: Street Address:6 Castle Road Email: Suite/PO#: Phone: City,State,Zip:Salem,Massachusetts 01970 Country:United States System Details Module Manufacturer Trina Solar Mounting System Zap Solar PVModule TSM-250-PA05.18 Manufacturer Quantity of PV Modules 16 Mounting System Type ZS Comp Array Size (kW) 4.000 Roof type Composition Shingle Attachment Type Comp Mount,Type C Module-level Enphase Energy-M215-Z electronics http://v .zepulator.corrVprojects/45283/sunriarylengineering_print 1/3 2/14/2014 3552531 roof 1-Zepulator Engineering Calculations Design Variables Description(Symbol) Value Unit Module Orientation Landscape Module Weight 44.8 Ibs Average Roof Height(h) 20.0 it Least horizontal Dimension(Ihd) 20.0 It Edge and Corner Dimension"a" 3.0 ft Roof Slope(6) 23.0 deg Rafter/Truss spacing 17.0 in Rafter(Truss dimension Min.nominal framing member depth of 4" Basic Wind Speed(V) 100 mph E)posure Category B Ground Snow Load(Pg) 40 psf Importance Factor(1) 1.0 Topographic Factor(Kit) 1.0 Thermal Factor for Snow Load(CI) 1.2 E1posure Factor for Snow Load(Ce) 0.9 Effective Wind Area 10 ft2 Snow Load Calculations (Using calculation procedure of ASCE 7-05 Section 7) Description(Symbol) Interior Edge Corner Unit Flat Roof Snow Load(Pr) 30.2 30.2 30.2 psf Slope Factor(Cs) 0.9 0.9 0.9 Roof Snow Load 25.8 25.8 25.8 psf Wind Pressure Calculations (Using simplified procedure of ASCE 7-05 Section 6.4) Description(Symbol) Interior Edge Corner Unit Net Design Wind Pressure uplift(Pn131_p) -16.5 -28.7 -42.4 psf Net Design wind Pressure downforce(Pnet3c down) 10.4 10.4 10.4 psf Adjustment Factor for Height and E)losure Category(A) 1.0 1.0 1.0 Net Design Wind Pressure uplift(Wup) -16.5 -28.7 -42.4 psf Net Design Wind Pressure downforce(Wdown) 10.4 10.4 10.4 psf ASD Load Combinations (Using calculation procedure of ASCE 7-05 Section 2.4) http:/Aw ..zepulatar.ccnVprojects/452831sum rVengineering_print 2/3 2/14/2014 3552531 roof 1-Zepulator Description(Symbol) Interior Edge Corner Unit Dead Load(D) 2.5 2.5 2.5 psf Snow Load(S) 23.8 23.8 23.8 psf Load Combination 1 ((D+0.75'S)`cos(9)+0.75'Waw,n) 26.6 26.6 26.6 psf Load Combination 2(D'cos(0)+yytm,u) 12.7 12.7 12.7 psf Load Combination 3((D+S)"cos(9)) 24.2 24.2 24.2 psf Uplift Design Load(0.6'D`cos(9)+Wup) -15A -27.3 -41.0 psf Maximum Absolute Design Load(Pats) 26.6 27.3 41.0 psf Spacing Calculations Description(Symbol) Interior Edge Corner Unit Max allowable spacing between attachments 72.0 72.0 59.0 in User selected spacing between attachments given a rafterttruss spacing of 17.0 in 34.0 68.0 51.0 in Max cantilever from attachments to perimeter of PV array 24.0 24.0 19.0 in Distributed Weight and Weight per Attachment Point Calculations (In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)) Description(Symbol) Value Unit Weight of Modules 716.8 Ibs Weight of Mounting System 93.06 Ibs Total System Weight 809.86 Ibs Total Array Area 281.81 ft2 Distributed Weight 2.87 psf Total Number of Attachments 39 Weight per Attachment Point 20.77 psf http:/Mv ..zepulator.com/projects/45283/summarVengineering_print 313 2/15/2014 3552531 roof 2(land)-Zepulatcr ZepSolar Engineering Calculations 3552531 roof 2 (land) Name: Street Address:6 Castle Road Email: Suite/PO#: Phone: City,State,Zip:Salem,Massachusetts Country:United States System Details Module Manufacturer Trina Solar Mounting System Zap Solar PVModule TSM-250-PA05.18 Manufacturer Quantity of PV Modules 9 Mounting System Type ZS Comp Array Size (kW) 2.250 Roof type Composition Shingle Attachment Type Comp Mount,Type C Module-level Enphase Energy-M215-Z electronics http./M, ,zepulata.com/projects/45348/sunvn Vengineeringjrint 1/3 2/15/2014 3552531 roof 2(land)-Zepulator Engineering Calculations Design Variables Description(Symbol) Value Unit Module Orientation Landscape Module Weight 44.8 Ibs Average Roof Height(h) 20.0 It Least Horizontal Dimension([hit) 20.0 ft Edge and Corner Dimension"a" 3.0 It Roof Slope(0) 21.0 deg Rafter/Truss spacing 17.0 in Rafter/Truss dimension Min.nominal framing member depth of 4" Basic Wind Speed IV) 100 mph E)posure Category B Ground Snow Load(P9) 40 psf Importance Factor(1) 1.0 Topographic Factor(Kit) 1.0 Thermal Factor for Snow Load(Ct) 1.2 E)vosure Factor for Snow Load(Ce) 0.9 Effective Wind Area 10 ft2 Snow Load Calculations (Using calculation procedure of ASCE 7-05 Section 7) Description(Symbol) Interior Edge Corner Unit Flat Roof Snow Load(Pt) 30.2 30.2 30.2 psf Slope Factor(C.) 0.9 0.9 0.9 Roof Snow Load 26.9 26.9 26.9 psf Wind Pressure Calculations (Using simplified procedure of ASCE 7-05 Section 6.4) Description(Symbol) Interior Edge Corner Unit Net Design Wind Pressure uplift(Pne130_up) -16.5 -28.7 -42.4 psf Net Design Wind Pressure dovnforce(Pnet30 down) 10.4 10.4 10.4 psi Adjustment Factor for Height and E)posure Category(A) 1.0 1.0 1.0 Net Design Wind Pressure uplift(Wup) -16.5 -28.7 -42.4 psf Net Design Wind Pressure downforce(W1.0 10.4 10.4 10.4 psf ASD Load Combinations (Using calculation procedure of ASCE 7-05 Section 2.4) http:/Aw ..zepulator.corfVprojects/45348/summu,/mgineering_print 2/3 2/15/2014 3552531 roof 2(land)-Zepulator Description(Symbol) Interior Edge Corner Unit Dead Load(D) 2.5 2.5 2.5 psf Snow Load(S) 25.2 25.2 25.2 psf Load Combination 1 ((D+0.75'S)'cos(0)+0.75'Wdmn) 27.8 27.8 27.8 psf Load Combination 2(D'cos(0)+Wdmn) 12.8 12.8 12.8 psf Load Combination 3((D+S)'cos(0)) 25.9 25.9 25.9 psf Uplift Design Load(0.6'D'cos(0)+W,p) -15.1 -27.3 -41.0 psf Maximum Absolute Design Load(Pao,) 27.8 27.8 41.0 psf Spacing Calculations Description(Symbol) Interior Edge Corner Unit Max allowable spacing between attachments 72.0 72.0 59.0 in User selected spacing between attachments given a rafter/truss spacing of 17.0 in 34.0 _ 68.0 51.0 in Max cantilever from attachments to perimeter of PV array 24.0 24.0 19.0 in Distributed Weight and Weight per Attachment Point Calculations (In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)) Description(Symbol) Value Unit Weight of Modules 403.2 Ibs Weight of Mounting System 65.72 Ibs Total System Weight 468.92 Ibs Total Array Area 158.52 ft2 Distributed Weight 2.96 psf Total Number of Attachments 29 Weight per Attachment Point 16.17 psf http:/Aw zepulata.conJprgects/45348/summar)dmgineeringyrint T3 2/15r2014 3552531 roof 2(port)-Zepulator L. ZepSolar Engineering Calculations 3552531 roof 2 (port) Name: Street Address:6 Castle Road Email: Suite/PO#: Phone: City,Stale,Zip:Salem,Massachusetts Country:United States System Details Module Manufacturer Trina Solar Mounting System Zap Solar PVModule TSM-250-PA05.18 Manufacturer Quantity of PV Modules 4 Mounting System Type ZS Comp Array Size(kW) 1.000 Roof type Composition Shingle Attachment Type Comp Mount,Type C Module-level Enphase Energy-M215-Z electronics http./M. ..zepulator.conitprojmts/45347/summar,/e gineerirgyrint 1/3 211SU14 3552531 roof 2(port)-Zepulator Engineering Calculations Design Variables Description(Symbol) Value Unit Module Orientation Portrait Module Weight 44.8 Ibs Average Roof Height(h) 20.0 ft Least Horizontal Dimension(Ihd) 20.0 ft Edge and Corner Dimension"a" 3.0 It Roof Slope(e) 21.0 deg Rafterf-russ spacing 17.0 in Rafter/Truss dimension Min.nominal framing member depth of 4" Basic Wind Speed(V) 100 mph E)tosure Category 6 Ground Snow Load(Py) 40 psf Importance Factor(1) 1.0 Topographic Factor(Kit) 1.0 Thermal Factor for Snow Load(Cr) 1.2 E)posure Factor for Snow Load(Ca) 0.9 Effective Wind Area 10 ft2 Snow Load Calculations (Using calculation procedure of ASCE 7-05 Section 7) Description(Symbol) Interior Edge Corner Unit Flat Roof Snow Load(Pt) 30.2 30.2 30.2 psf Slope Factor(CS) 0.9 0.9 0.9 Roof Snow Load 26.9 26.9 26.9 psf Wind Pressure Calculations (Using simplified procedure of ASCE 7-05 Section 6.4) Description(Symbol) Interior Edge Corner Unit Net Design Wind Pressure uplift(Pne130_vp) -16.5 -28.7 -42.4 psf Net Design Wind Pressure downforce(Pnet3a_down) 10.4 10.4 10.4 psf Adjustment Factor for Height and E)qposure Category(A) 1.0 1.0 1.0 Net Design Wind Pressure uplift(W„p) -16.5 -28.7 -42.4 psf Net Design Wind Pressure downforce(W&n n) 10.4 10.4 10.4 psf ASD Load Combinations (Using calculation procedure of ASCE 7-05 Section 2.4) http./Aw .zepulatar.conVprojectsl45347/sunmarVengineering_print 2/3 2/15/2014 3552531 roof 2(port)-Zepulator Description(Symbol) Interior Edge Corner Unit Dead Load(D) 2.5 2.5 2.5 Psf Snow Load(S) 25.2 25.2 25.2 psf Load Combination 1 ((D+0.75'S)'cos(8)+0.75'Wd�1) 27.8 27.8 27.8 psf Load Combination 2(D-cos(9)+Wd.n) 12.8 12.8 12.8 psf Load Combination 3((D+S)"cos(6)) 25.9 25.9 25.9 Psf Uplift Design Load(0.6'D'cos(0)+W,,) -15.1 -27.3 -41.0 psf Maximum Absolute Design Load(Pabs) 27.8 27.8 41.0 psf Spacing Calculations Description(Symbol) Interior Edge Corner Unit Max allowable spacing between attachments 65.0 53.0 35.0 in User selected spacing between attachments given a rafter/truss spacing of 17.0 in 34.0 51.0 34.0 in Max cantilever from attachments to perimeter of PV array 21.0 17.0 11.0 in Distributed Weight and Weight per Attachment Point Calculations (In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)) Description(Symbol) Value Unit Weight of Modules 179.2 Ibs Weight of Mounting System 22.93 Ibs Total System Weight 202.13 Ibs Total Array Area 70.45 ft2 Distributed Weight 2.87 psf Total Number of Attachments 10 Weight per Attachment Point 20.21 psf http://w .zepulator.conVprgects/45347/sunmiar/engineering_print 3/3 2/15/2014 3552531 roof 3 Copy-Zepulator ZepSolar Engineering Calculations 3552531 roof 3 Copy Name: Street Address:6 Castle Road Email: Suite/PO#: Phone: City,Stale,Zip:Salem,Massachusetts Country:United States System Details Module Manufacturer Trina Solar Mounting System Zap Solar PVModule TSK&250-PA05.18 Manufacturer Quantity of PV Modules 3 Mounting System Type Zs Comp Array Size (W) 0.750 Roof type Composition Shingle Attachment Type Comp Mount,Type C Module-level Enphase Energy-M215-Z electronics http:/Aw .zepulator.coni/projects/45350/summarVf gineering_print 1/3 f 2/152014 3552531 roof 3 Copy-Zepulator Engineering Calculations Design Variables Description(Symbol) Value Unit Module Orientation Landscape Module Weight 44.8 Ibs Average Roof Height(h) 20.0 ft Least Horizontal Dimension(Ihd) 20.0 It Edge and Corner Dimension"a" 3.0 ft Roof Slope(8) 23.0 deg Rafter/Truss spacing 17.0 in Rafter/Truss dimension Min.nominal framing member depth of 4" Basic Wind Speed(V) 100 mph E)posure Category B Ground Snow Load(Pg) 40 psf Importance Factor(1) 1.0 Topographic Factor(Kit) 1.0 Thermal Factor for Snow Load(Ct) 1.2 E1posure Factor for Snow Load(Ce) 0.9 Effective Wind Area 10 ft2 Snow Load Calculations (Using calculation procedure of ASCE 7-05 Section 7) Description(Symbol) Interior Edge Corner Unit Flat Roof Snow Load(Pf) 30.2 30.2 30.2 psf Slope Factor(CS) 0.9 0.9 0.9 Roof Snow Load 25.8 25.8 25.8 psf Wind Pressure Calculations (Using simplified procedure of ASCE 7-05 Section 6.4) Description (Symbol) Interior Edge Corner Unit Net Design Wind Pressure uplift(Pne130_ -16.5 -28.7 -42.4 psf Net Design Wind Pressure downforce(Pnet30_down) - 10.4 10.4 10.4 psf Adjustment Factor for Height and E)posure Category(A) 1.0 1.0 1.0 Net Design Wind Pressure uplift(W„p) -16.5 -28.7 -42.4 psf Net Design Wind Pressure downforce(Wdnwn) 10.4 10.4 10.4 psf ASD Load Combinations (Using calculation procedure of ASCE 7-05 Section 2.4) http:/Aw .zepulator.coMprgects/45350/sun ryengineering-print 2/3 2/1512014 3552531 roof 3 Copy-Zepulator Description(Symbol) Interior Edge Corner Unit Dead Load(D) 2.5 2.5 2.5 psf Snow Load(S) 23.8 23.8 23.8 psf Load Combination 1 ((D+0.75'S)'cos(8)+0.75'W1a n) 26.6 26.6 26.6 psf Load Combination 2(D'cos(0)+We.n) 12.7 12.7 12.7 psf Load Combination 3((D+S)'cos(6)) 24.2 24.2 24.2 psf Uplift Design Load(0.6'D`cos(6)+Wuxi) -15.1 -27.3 -41.0 psf Maximum Absolute Design Load(Pabs) 26.6 27.3 41.0 psf Spacing Calculations Description(Symbol) Interior Edge Corner Unit Max allowable spacing between attachments 72.0 72.0 59.0 in User selected spacing between attachments given a rafter/truss spacing of 17.0 in 34.0 68.0 51.0 in Max cantilever from attachments to perimeter of PV array 24.0 24.0 19.0 in Distributed Weight and Weight per Attachment Point Calculations (In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)) Description(Symbol) Value Unit Weight of Modules 134.4 Ibs Weight of Mounting System 21.83 Its Total System Weight 156.23 Ibs Total Array Area 52.84 ft2 Distributed Weight 2.96 psf Total Number of Attachments 10 Weight per Attachment Point 15.62 psf http:/Aw .zepulatar.conVprojects/4535Wsuninar,/engineering_print 313 The Commonwealth of Massachusetts Nib ti Board of Building Regulations and Standards CITY OF Massachusetts State Building Code,780 CMR SALEM Revised Mar 2011 / Building Permit Application To Construct, Repair, Renovate Or Demolish a (V One-or Two-Family Dwelling ?' This Section For Official Use Only Building Permit Number: Date Applied: Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 ProAt'^ 1.2 Assessors Map&Parcel Numbers Lla Is this an accepted street?yes _ no Map Number Parcel Number I_ 1.3 Zoning Information: 1.4 Property Dimensions: { Zoning District Proposed Use Lot Area(sq R) Frontage(R) 1.5 Building Setbacks(R) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zone? Public❑ Private❑ Check if yes0 Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 °w5coil Poberts Salem MA 01979 Name(Print) City,State,ZIP 6 castle rd 9785678763 Rogsnrse55@yahoo.com No.and Street - Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK'(check all that apply) New Constructi Existing Building❑ Owner-Occupied ❑ 1 Repairs(s) ❑ Alteration(s) ❑ 1 Addition ❑ Demolition ❑ I Accessory Bldg.❑ Number of Units_ I Other ❑ Specify! Brief es nption of Proposed Work': go r, SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials) 1.Building $Z -2 -' .;2fD 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical ❑Standard City/Town Application Fee $G O ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ /� �\ (J 4.Mechanical (HVAC) $ List: 72 V 5.Mechanical (Fire $ Suppression) Total All Fees:$ r� 00 Check No._Check Amount: Cash Amount:_ 6.1 Total Project Cost: $ � � IZc9I0 0 Paid in Full 0 Outstanding Balance Due: 7 U L� t'fa'Cf2-1�T5 OWNE: L- �N petersonschool.com SECTION 5: CONSTRUCTION SERVICES S.t. Construction Super�sor License(CSL) I /olf -j �i)I License Number CxPiratiCoJn Date N c� . g'cr V� l/Ai List CSL Type(see below) v No. Met r Type Description /1 �F U Unrestricted(Buildings u to 35.000 cu.ft.) Ciiy! own,State,ZlP ` u1 R Restricted )&2Famil Dwellin M Masi RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances fort I Insulation Telephone —1—� Email address D Demolition 5.2 Registered Ho } me Improvement m�/e,•,nt Contractor(HIC) 7/� i I '� "6y^r HIC Registration Number Bxpimtion Date I-HC Company Na r IICR tstrant Nome No.and Sheet l t� a n,q r n� -� � Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must he 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 ..........0-' No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject property,hereby authorize y y go�y to act on my behalf, in all matters relative to work authorized by this building permit application. Scott Roberts 44��46�-- 11/3/16 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below,1 hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print 0 er s�or Authorize Agent' Name(Electronic Signature) Date 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.c. 142A.Other important information on the HIC Program can be found at www.mass ovg /oca Information on the Construction Supervisor License can be found at www.mass.gov/dpss 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basementlattics,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 substituted for"Total Project Cost" The Commonwealth ojMassachusetts Department ojlndustrial Accidents E 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.massgov/dia - lVorkers'Compensation Insurance Affidavit:Builders/Contractors/ElectriciansfPlumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/OrganizatiosVindividual):Vivint Solar Developer LLC Address:1800 W Ashton Blvd City/State/Zip:Lehi, UT 84043 Phone#:a55-877-2974 Are you an employer?Check the appropriate box: Type of project(required): I.�r I..a employer with 254 employees(full andor pan-time).• 7, ❑New Construction 2.❑lam a sole proprietor or partnership and have no employee%working for me in '$, ❑Remodeling any"poetry.[No workers'comp.insurance requirod.1 ❑S.O I era a homeowner doing all work myself.(No workoro'comp.insurance required.)' 9. Demolition ❑9.❑ meow ma:1 am a honer and will be hiring cmmrs to conduct all work on my property. twill 10 Building addition ensure that all comractota either have workers'compensation insurance or am sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.[][am a general contractor and I have hired the subcontractors listed on the attached shed. 13�Roof Iry Thsee sub�conaactm have employees and have workers'aomp.insu . rance t repo 6.❑we are a corporation end its officers have exercised their right of exemption per MGL c. 14.❑Other _ 152,§I(4),and we have no employees.(No workers'comp.invariant requimd.( *Any applicant that checks box#I must else fill net the section below showing their workers'catrpensation policy information. f Homeowners who submit this atLda,it indicating they am doing all work and then hire outside contraction;must amount a now affidavit indicating such. tContrecturs that check this box must attached m additional shed showing the name of the sub•comraators and state whether or am those entities have employees. If the sub-contractors have employees,they must provide their worken'comp.policy number. 1 am an employer that iv providing workers'compensation insurance for my emplayees. Below is the policy and job site information. Insurance Company Name:Marsh USA Inc Policy#or Self-ins.Lic.#:WC509601302 Expiration Date:11/0112017 Job'Site Address: (40 0=1G_"e r� City/State/Zip:Q:= 1Q_#V1 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the foml of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may he forwarded to the Office of Investigations of the D[A for insurance coverage verification. . 1 do hereby certify under eh and penalties of perjury that the information provided above Is true and correct. Signature: ""--—- ' Date:_ �ts" Phone#: 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(fown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: NE.TU..11,T.1,S1.wog.. Mr IN p PLUMBING VENGS) IETMOEDLY4 ---------� ❑ ROOF VENGS) I I � $ I j DISHLUTE aTOa p a E6 PV SYSTEM SIZE: LBIMNEv 5.130 kW DC I p�"a (191 Jnslar JAvs. ea MODULES 3 OB vLICN, ED GkGN.IE G MO oLI. eOx ME BFCN OF EPLH MOOOLE. ' ® OMOnNLEr NL BDT11IDN BOODDNDNIT,NDM I I X TO ELELTRIL�PANEL I j ® BMoo,E_ F/INTERCONNECTION POINT.�BVIERiER XABLE Oloo0 NELi SWILNS MILITY METER LO.DR;nE INTO METER.emreees I I O ❑ I O j N JUNCTION BOX ATTACHED TO ARRAY j USING MOUNTWGXMD.G.iO NEEP •_ JUNCTION 9O%OFF ROOF I I > a Roof Type:COMPSHINGLE I p B Roof Section 1 O Po .w R�1, O Roof Section 2 O O Roof Section Air...Be 9 O Roof Section y fOYRII j _ �p I e I I j n SHEET NAME: I I I wZ N a L-—-—-—-—-—-—-—-—-—-—-—-—-—-- - — — SHEET NUMBER: PV SYSTEM SITE PLAN O SCALE:1/8"-1'-0" d r CLAMP+ATTACHMENT COUPLING CLAMP ASSEMBLY (INCLUDES GLIDER) LEAF SPRING $ . GLIDER MODULE CLAMP+ATTACHMENT a i0 I vS j PERMITTED COUPLING CLAMP SPACING STRUT NUT RAFTER li ECOXBASE SEALING WASHER RAFTER FLASHING COMP SHINGLES I I I I _ L=PORTRAIT CLAMP SPACING MODULE r z N w m 5/16"x4 1/2" SS LAG SCREW TORQUE=13t2 FT-LBS I IL=LANOSCAPE CLAMP SPACING �� e MODULES IN PORTRAIT/LANDSPACE Pv3.o .NOT TOS E MOUNT DETAIL - ECOX 2 WITH METAL FLASHING PV3.0 NOTTOSCA 2 MOUNTING o PV 3.0 DETAIL CANTILEVER IJ30R LESS - s m L=MAX 64" M y � COUPLING CLAMP - PV MODULES,TYP.MOUNT OF COMP SHINGLE ROOF, / NEE? N PARALLEL TO ROOF PLANE MODULE z RAFTER 0 PV ARRAY TYP. ELEVATION SHEET NOT TO NC LE � NUMMBBER.PV SYSTEM MOUNTING DETAIL N ,• PV 3.1 rvOT TO E a t Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) ] 2 DC System Size 5130 Tag 4 Description Wire Gauge 4 of Conductors/Color Conduit Type Conduit Sire $o AC System Size 7600 1 PV Wire 30 AWG 2 V+,V- ( ) N/A-Free Air N/A Fir Air ..1 _,Total Module Count 19 1 Bare Copper Ground(EGC/GEC) 6AWG 1BARE N/A-Free All N/A-Free Air / 2THWN-2 10 AWG 4(2Vc,ZV-)B/R PVC 1.1 o c m o t z 2THWN-2-Ground BAWG IIGRN) PVC 1" e H , m 3THWN-2 8AWG 3(111,1L2,IN)B/R/W PVC 1" o S w o _ 3 THAN-2-Ground 8AWG I(GRN) PVC 1" Existing Moa da ] 4THWN-2 6AWG 3(IL1,IL2,1N)B/R/W LFNC 1" i P Type:Tina Sol art TSM SM-255 ss pion:pos oe 4 THAN-2-Ground BAWG 1(GRN) LFNC 1" cacao 30 � Existing PVCombluer Panel Existing Inverter Information: L Type.M215-60.2Q-S22-ZC coun'.30 ,Na O Cn ' ROC/ANSI METER VISIBLELOCKABLE NIFMILBANK 10CAOR SCO' EC EQUIVALENTU5911, DISCONNECT KLBLG SIEMENS 2q 6 0 240V UNUNUSEDNE NEMA3 OR EQUIVALENT To 501ar Eage o So SE76WA-Us pointof lnterconnttUon,Supply sltle o' not 'Canbrms mANSI J05.121Al,Conforms to NEC 2014 j CO 1-2008 SQUARE D DU222RB SQUARED D222NRB 240V/60A UNFUSED Z40V/60A FUSED NEMA3 w w b Ni OR EQUIVALENT OR EQUIVALENT WITH T5' �' l d WITH 75T CTERMINATONS TERMINATIONS MODUL gsA Z Z m ST PV E 1 Z - 1V1 DDuIEs ExlsOng 14Dv/2a0a SHEET service Panel single NAME: phase,with 200A Main . Disconnect m c STRING I:MPV 1 Z \ 40A A j N MODULES 3 T 0 0 = SHEET MINIMUM GEC SIZE NUMBER: AWG COPPER 19PV MODULES PER INVERTER=5130 WATTS ETC N NIFE'vr 'Just gr OLSCONNECT DISCONNECT INSIGHT OF TO N W ' a OC Safety Switch Conductor Calculations o Rated for max operating cond ltion of inverter PV Module Rating @ STC -� NEC 690.35 compliant -Wire gauge calculated from NEC code 310.15(B)(16)with ambient temperature calculations Module Make/Model JAPE-60-270/4BB from NEC 330.15(2)(a). o *opens all ungrounded conductors m Max Power-Point Current(Imp) &65 Amps For"On Roof'conductors we use Me 90'C column ampacity,0.5"-3.5"off-the-mof temperature °' w a 00 Optimizer Solar Edge P300 Max Power-Point Voltage(VmP) 31.23 Volts adjustment from 310.15(B)(3)(c),and raceway fill adjustments from 310.15(B)(16). e r ve For"Off Roof'conductors we use the]5-C column ampacity,or the 90°C column ampa city with DC Input Power 300 Watts Open-Circuit Voltage(VoQ 38.48 Volts o 5 'o DC Max Input Voltage 48 Volts Short-Circui[Current Qsc) 9.26 Amps the relevant ambient tempemture and raceway fill adjustments,whichever is less. m a " Max Series Fuse(OCPD) 15 Amps The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous DC Max Input Current 12.5 Amps duty updated output current. DC Max Output Current 15 Amps Nam.Maximum Powell at STC(Pmax) 270 Watts Calculation Example-Wire Rating(90"C)x Ambient Temperature Adjustment x Conduit Fill Max String Rating 5250 Watts Maximum System Voltage OC 1000V(UL) C Adjus[ment>=Continuous Duty Output Current Inverter Make/Model SE600A U5 Voc Temperature Coefficient -0.11 %/ (On Roof,Tag 2):10 gauge wire rated for 40 A, 40AxpJ6x0.9(4 Conductors)=24.32 A>= CEC Efficiency 9].5 % 1875A PV Module Rating@STC (Off Roof,Tag3):Bgaage wimraWdfor50A, 50A>=39.58A AC Operating Voltage 240 Volts L Continuous Max Output Current 32 Amps Module Make/Model Trina Solar TSM-255 PDOS.OB DC Maximummod'Current 23 Amps Max Power-Point Current(imp) 8,37 Amps Short Circuit Curren[ 4p Amps Max Power-Point Voltage(Vmp) 30.5 Volts N Max Output Fault Current 40 A/20ms Open-Circuit Voltage(Voc) 38.1 Volts Shorn ircu it Cu rrent(Jsc) 8.88 Amps Max Series Fuse(OCFD) 15 Amps aN Nam.Maxim um Power at STC(Pmax) 255 Watts Maximum System Voltage 1000 V(I EC)/600 V(U L) Vat Temperature Coefficient -0.32 %/C Inverter Make/Model M215-60-2LL522-ZC Max Dc Volt Rating 45 Volts Max Power at 40C 215 Watts AC Ou[putCurrent Accordi ng to NEC 690.8(B)(1) 31.6] Amps Nominal AC Voltage 240 Volts Nominal AC Volt age 240 Volts on Max AC Current 0.9 Amps THIS PANEL IS FED BY MULTIPLE SOURCES AND SOLAR) OCPD Calculations Max OCPD Rating 20 Amps ROOFTOP CONDUCTOR AMPACITIES DESIGNED INCOMPLIANCE Max Number of Panels/Circuit 17 WITH NEC690.8,TABLES 310.15(B)(2)(a),330.15(B)(3)(a), Breakers sized according to continuous duty output current PV circuit nominal current based off Short Circuit Current 1.05 Amps 310.1S(B)(3)(c),310.15(B)(16),CHAPTER 9 TABLE 4,5,&9. LOCATION inverter continuous output current k(1.25(NEC code 210.19(A)(1)(a)). SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 DATA TABLES. Inverter 1:SE7600 A-Uri Max Output=31.6]A x 1,25(NEC code 210.19(A)(1)(a)) z o ASHRAE 2013- =39.59 A<40 A(OCPD) > o > a w Highest Monthly 2%OB Design Temp:32.5 Celsius system output current w/continuous duty=39.58<40A(System OCPO) Lowest Min.Mean Extreme DB:-23.9 Celsius a a v Other Notes Emu, u, SHEET •ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC NAME: •All ampacitY calculations are made in compliance with NEC 220.S(B) V y s ^^ 2 6 SHEET NUMBER: N L yj r� RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT �r / 11 11�.So I a rM Customer Name and Contact Information: Transaction Date {��uy� M Name(s) Scott Roberts Service No.2016-10-22 Installation Location Address 6 Castle Re Approximate Start and 6 Castle Re Completion Date Salem MA 01970 Salem Home Phone 7$12675042 2017-04-20 MA 01970 Cell Phone 7812675042 E-Mail hoghannah73@hotmail.com 0011�� Our Promises + We will design,install,maintain, repair, + We will not place a lien on Your Property. monitor,and insure the System at no additional cost to You. + You are free to cancel this Agreement any time prior to Our commencement of + We warranty all of Our work,and that Our installation work at Your Property. roof penetrations will be watertight,for the initial 20 year term. + The Energy Price includes a $5 monthly discount for paying by automatic debit + Your Energy Price will not increase by more from Your bank account. than 2.9%per year. + You will not be responsible for any + After five years,if You need to make property tax assessed on the System. Property repairs,We will remove and reinstall the System if You pay Our + We will fix or pay for any damage We may estimated costs. cause to Your Property or belongings. Your Commitment • Pay for the Energy produced by the System. • Maintain a broadband internet connection. • Keep Your roof in good condition throughout • Continue service with Your Utility for any the Term. energy used above and beyond the System's r' • Respond to Our sales and support teams production. when scheduling and completing paperwork. At the End of Your Initial Term • You can renew the Agreement • You can request that We remove the System for a subsequent term; at no additional cost. • You can purchase the System;or If You Move • We guarantee You can transfer the • You can relocate the System to Your Agreement to the new owner,regardless of new home;or . credit rating; 9 After the sixth anniversary,You can purchase • You can prepay the Agreement; the System. Vivint Solar Developer, LLC(EIN: 80-0756438) is a licensed contractor in each state in which we operate,for information about our contractor licenses please visit www.vivintsolar.com/licenses. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. The Notice of Cancellation may be sent to this address: support@vivintsolar.com I vivintsolar.com 1800 W Ashton Blvd., Lehi, UT 84043 Phone 877.404.4129 1 Fax 801.765.5758 Copyright @ 2016 Vivint Solar Developer,LLC All Rights Reserved PPA(8/2016,v3.2.2)1 Page 1 SIGNATURE PAGE AND NOTICE TO CUSTOMERS A. INCORPORATED DOCUMENTS. These documents e is G. You have the right to require Us to have a are incorporated into this Agreement and apply to the performance and payment bond. relationship between You and Us: (1) Residential Solar H. CUSTOMER'S RIGHT TO CANCEL. YOU MAY Power Purchase Agreement, (2) Exhibit A: Notice of CANCEL THIS CONTRACT AT ANY TIME BEFORE THE Cancellation, (3) Exhibit B: State Notices and LATER OF: (1) MIDNIGHT OF THE THIRD (3RD) Disclosures, (4) Exhibit C: Certificates of Insurance, BUSINESS DAY AFTER THE TRANSACTION DATE, OR and (5) Customer Packet. (II) THE START OF INSTALLATION OF THE SYSTEM OR B. WE HAVE NOT GUARANTEED, PROMISED OR ANY OTHER WORK WE PERFORM ON YOUR OTHERWISE REPRESENTED ANY REDUCTION IN PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, ELECTRICITY COSTS IN RELATION TO THE SYSTEM YOU MUST EITHER: (1) SEND A SIGNED AND DATED THAT WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION BY MAIL, E-MAIL, C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES OR FAX; OR (2) PERSONALLY DELIVER A SIGNED AND UNLAWFULLY OR COMMIT ANY BREACH OF THE DATED WRITTEN NOTICE OF CANCELLATION TO: PEACE TO REMOVE GOODS INSTALLED UNDER THIS VIVINT SOLAR DEVELOPER, LLC, 1800 W ASHTON AGREEMENT. BLVD, LEHI, UT 84043, ATTN: PROCESSING D. DO NOT SIGN THIS AGREEMENT BEFORE YOU DEPARTMENT. IF YOU CANCEL THIS CONTRACT HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL You have read and received a legible copy of this REFUND OF YOUR MONEY. REFUNDS MUST BE MADE Agreement, that We have signed the Agreement, and WITHIN 10 DAYS OF OUR RECEIPT OF THE that You have read and received a legible copy of every CANCELLATION NOTICE. SEE THE ATTACHED NOTICE document that We have signed during the OF CANCELLATION FOR AN EXPLANATION OF THIS negotiation. RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO YOU THE "NOTICE OF CANCELLATION". A SALES REPRESENTATIVE. I. Unless You are provided with a longer period in F. DO NOT SIGN THIS AGREEMENT IF THIS Exhibit A,You may not terminate this Agreement after AGREEMENT CONTAINS ANY BLANK SPACES. You are three(3) business days of the Transaction Date. If You entitled to a completely filled in copy of this seek to cancel thereafter, then You will forfeit any Agreement, signed by both You and Us, before any amounts previously paid and You may owe Us the work may be started. Default Payment. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Signature: Signature., Scott + Printed Name: S `erge �ldenk0 Printed Name: c ttt Roberts Salesperson No.: Date: 20 16-�I I 0-22 Date: 2016-10-22 Signature: Printed Name: Date: 2016-10-22 Copyright© 2016 Vivint Solar Developer, LLC All Rights Reserved. PPA(812016,v3.2.2)I Page 18 e�unt. so I a r 1800 W Ashton Blvd. Structural GroupLehi, UT 84043 Jon P. Ward, SE, PE Clint C. Karren, PE Structural Engineering Manager Structural 9 En ineerin Manager 9 9 ion.ward@vivintsolar.com clint.karren vivints l r.co m o a November 10, 2016 Mr. Dan Rock, Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Roberts Residence 6 Castle Rd, Salem, MA S-5303466; MA-01 Dear Mr. Rock: Pursuant to your request,we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a representative from our office under my supervision identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. 5. Previous structural evaluation for the existing solar system completed by Vivint Solar on May, 9 2014. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof section is composed of 2x6 dimensional lumber at 16" on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Stability Evaluation: A. Wind Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 100 mph based on Exposure Category B and 22 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 2 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. Page l of blbir Y . solar B. Loading Criteria 8 PSF= Dead Load (roofing/framing) 40 PSF =Ground Snow Load 3 PSF= Dead Load (solar panels/mounting hardware) Total Dead Load= 11 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manual, which can be found on the Ecolibrium Solar website (www.ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 1/2" thick and mounted 4 1/2" off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the National Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than the maximum allowable per connection and therefore is adequate. 4. Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four (4) spaces or 64" o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. AAA, OF Regards, �r s . � N Jon P.Ward, SE, PE AR MA License No. 52584 " No. 525 � Q � � QFCIBTEP�O�`v�� �I� ss/ONAI ENG,,� ►►►► 1��� Page 2o/2 biv 'nt, solar EcolibriumSolar Customer Info Name: Email: Phone: Projectlnfo Identifier: 5303466 Street Address Line 1: Street Address Line 2: City: State: Zip: Country: System Info Module Manufacturer: JA Solar Module Model: JAPE-60-270/4BB Module Quantity: 19 Array Size (DC watts): 5130.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: v.SE7600A-US(240V) Project Design Variables Module Weight: 40.124084lbs Module Length: 64.960665 in Module Width: 39.0157691 in Basic Wind Speed: 100.0 mph Ground Snow Load:40.0 psf Seismic: 1.5 Exposure Category: B Importance Factor: I Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load-.Upward: 820 Ibf Lag Bolt Design Load- Lateral: 288 Ibf Module Design Moment—Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 EcolibriumSolar Plane Calculations (ASCE 7-10): North West Roof 4 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 27.0068579412019 It Include North Row Extensions: No Roof Slope: 22.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.88 0.88 0.88 Roof Snow Load 23.7 23.7 23.7 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 23.7 23.7 23.7 psf Downslope: Load Combination 3 9.1 9.1 9.1 psf Down: Load Combination 3 22.4 22.4 22.4 psf Down: Load Combination 5 11.7 11.7 11.7 psf Down: Load Combination 6a 24.6 24.6 24.6 psf Up: Load Combination 7 -10.4 -17.9 -27.5 psf Down Max 24.6 24.6 24.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.3 66.3 62.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.1 22.1 20.9 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 51.4 51.4 48.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.1 17.1 16.2 in EcolibriumSolar Layout n i t f { 1 I w Y 4 " 6 d i �s G v Skirt e Coupling e End Coupling Note: If the total width of a continuous array exceeds 35 ft, break Clamp array to allow for thermal expansion and contraction. See �o End Clamp Installation Guide for details. 0 North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 3 Weight of Modules: 120 Ibs Weight of Mounting System: 18 Ibs Total Plane Weight: 138 Ibs Total Plane Array Area: 53 ft2 Distributed Weight: 2.62 psf Number of Attachments: 9 Weight per Attachment Point: 15 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load- Downslope: 460 Ibf Design Load- Lateral: 252 Ibf EcolibriumSolar Plane Calculations (ASCE 7-10): North West Roof 2 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 20.3792685933998 ft Include North Row Extensions: No Roof Slope: 22.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.88 0.88 0.88 Roof Snow Load 23.7 23.7 23.7 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4' -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 23.7 23.7 23.7 psf Downslope: Load Combination 3 9.1 9.1 9.1 psf Down: Load Combination 3 22.4- 22.4 22.4 psf Down: Load Combination 5 11.7 11.7 11.7 psf Down: Load Combination 6a 24.6 24.6 24.6 psf Up:Load Combination 7 -10.4 -17.9 -27.5 psf Down Max 24.6 24.6 24.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.3 66.3 62.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.1 22.1 20.9 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 51.4 51.4 48.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.1 17.1 16.2 in EcolibriumSolar Layout 7-7777* e � s i f a I 4 � � s Ey Q V V Skirt o Coupling e End Coupling Note: If the total width of a continuous array exceeds 35 ft, break 0 Clamp array to allow for thermal expansion and contraction. See 0 End Clamp Installation Guide for details. 0 North Row Extension Warning: PV Modules may need to be shifted with respect to roof Q Row-to-Row Bonding Clip I Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 7 Weight of Modules: 281 Ibs Weight of Mounting System: 36 Ibs Total Plane Weight: 317 Ibs Total Plane Array Area: 123 ft2 Distributed Weight: 2.57 psf Number of Attachments: 18 Weight per Attachment Point: 18 Ibs Roof Design Variables Design Load - Downward: 918 Ibf Design Load - Upward: 720 Ibf Design Load- Downslope:460 Ibf Design Load- Lateral:252 Ibf EcolibriumSolar Plane Calculations (ASCE 7-10): North West Roof 3 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 14.4858959013873 ft Include North Row Extensions: No Roof Slope: 22.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.88 0.88 0.88 Roof Snow Load 23.7 23.7 23.7 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf Aso Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 23.7 23.7 23.7 psf Downslope: Load Combination 3 9.1 9.1 9.1 psf Down: Load Combination 3 22.4 22.4 22.4 psf Down: Load Combination 5 11.7 11.7 11.7 psf Down: Load Combination 6a 24.6 24.6 24.6 psf Up: Load Combination 7 -10.4 -17.9 -27.5 psf Down Max 24.6 24.6 24.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.3 66.3 62.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.1 22.1 20.9 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 51.4 51.4 48.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.1 17.1 16.2 in EcolibriumSolar Layout r G v Skirt 0 oup ing e End Coupling Note: If the total width of a continuous array exceeds 35 ft, break Clamp array to allow for thermal expansion and contraction. See End Clamp Installation Guide for details. 0 North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 3 Weight of Modules: 120 Ibs Weight of Mounting System: 20 Ibs Total Plane Weight: 140lbs Total Plane Array Area: 53 ft2 Distributed Weight: 2.66 psf Number of Attachments: 10 Weight per Attachment Point: 14 Ibs Roof Design Variables Design Load - Downward: 918 Ibf Design Load - Upward: 720 Ibf Design Load - Downslope: 460 Ibf Design Load -Lateral: 252 Ibf EcolibriumSolar Plane Calculations (ASCE 7-10): North East Roof 3 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments:Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 28.7696269467309 ft Include North Row Extensions: No Roof Slope: 22.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.88 0.88 0.88 Roof Snow Load 23.7 23.7 23.7 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 23.7 23.7 23.7 psf Downslope: Load Combination 3 9.1 9.1 9.1 psf Down: Load Combination 3 22.4 22.4 22.4 psf Down: Load Combination 5 11.7 11.7 11.7 psf Down: Load Combination 6a 24.6 24.6 24.6 psf Up: Load Combination 7 -10.4 -17.9 -27.5 psf Down Max 24.6 24.6 24.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.3 66.3 62.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 48.0 - in Max Cantilever from Attachment to Perimeter of PV Array 22.1 22.1 20.9 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments - 51.4 51.4 48.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.1 17.1 16.2 in EcolibriumSolar Layout 0 I I = i j Skirt e Coupling e End Coupling Note: If the total width of a continuous array exceeds 35 ft, break Clamp array to allow for thermal expansion and contraction. See o� End Clamp Installation Guide for details. 0 North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 Row-to-Row Bonding Clip I Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriurnSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 6 Weight of Modules: 241 Ibs Weight of Mounting System: 28 Ibs Total Plane Weight: 269lbs Total Plane Array Area: 106 ft2 Distributed Weight: 2.54 psf Number of Attachments: 14 Weight per Attachment Point: 19 Ibs Roof Design Variables Design Load - Downward: 918 Ibf Design Load - Upward: 720 Ibf Design Load - Downslope:460 Ibf Design Load- Lateral: 252 Ibf A EcolibriumSolar r Bill Of Materials Part Name Quantity ES10260 EcoX Row-to-Row Bonding Clip 8 ES10121 EcoX Coupling Assembly 19 ES10146 EcoX End Coupling 5 ES10103 EcoX Clamp Assembly 30 ES10136 EcoX End Clamp Assembly 21 ES10144 EcoX Junction Box Bracket 4(Optional) ES10132 EcoX Power Accessory Bracket 19 ES10333 PV Cable Clip 95 ES10334 4 PV Cable Clip 38 ES10195 EcoX Base, Comp Shingle 51 ES10197 EcoX Flashing, Comp Shingle 51 y The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY OF t / Massachusetts State Building Code,780 CMR SALEM .�, Revised Mar 201( Building Permit Application To Construct, Repair, Renovate Or Demolish a r- One-or Two-Family Dwelling This Section For Offtci se Only Building Permit Number: Dat Applied: f� Building Official(Print Name) Signature Date 1` 1 SECTION 1:SITE INFORMATION 1.1 Pro ert A e s. 1.2 Assessors Map&Parcel Numbers 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq R) Frontage(R) 1.5 Building Setbacks(B) Front Yard Side Yards - Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP[ 2'1 °Mnrlm'04 koberts Salem MA 01979 Name(Print City,State,ZIP castle rd 9787895785 Legerm@comcast.net No.and Street - Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Constructi Existing Building❑ Owner-Occupied ❑ 1 Repairs(s) ❑ 1 Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units_ Other ❑ Specify: Brief np�tfon of Proposed Wo ; ' �Q SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials) 1.Building $Z _2�' I. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $a 1� % Standard CRy/Town Application Fee Total Project Cost'(Item 6)x multiplier x 3.Plumbing S 2. Other Fees: $ 4.Mechanical (BVAC) $ List: S.Mechanical (Fire $ -Suppression) Total All Fees:$ 6.Total Project Cost: $ 1 112g10 O heck No._Check Amount: Cash Amount:_ ❑Paid in Full ❑Outstanding Balance Due: SECTIONS: CONSTRUCTION SERVICES 5.1 Construction Supe visor License(CSL) I o � L. License Number Expt�ratio'n"QetLe N c f. gier I ' Il G List CSL Type(see below) y No. Sf(reel n Type Description �n/'t . �,6 U Unrestricted Buildin s u to 35.000 cu.ft.) City/Town,State,7.IP- 1�-I( A,J R Restricted 1&2 Famil Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances ('01 1 Insulation Telephone —�� Email address D I Demolition 5.2 Registered Home Improvement Contractor(HIC) 7U (i 'I 8 So r U EIIC Reglstranon Number Expiration Dale I-BC Company Na r IC R istrant Nam nn .un, � GVC�ViVin}S012t tag( No.and Streeti t U � _ �. U Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) 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 ..........0-' No...........❑ SECTION 7s:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize )'V) h L. c to act on my behalf,in all matters relative to work authorized by this building permit application. Annmarie Roberts 11/12/16 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print O er-rs or Authorize Agent' Name(Electronic Signature) Date ' e ' NOTES: L 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.c. 142A.Other important information on the HIC Program can be found at www.mass. og v/oca Information on the Construction Supervisor License can be found at www.mass.gov/dp_s 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,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 substituted for"Total Project Cost' M p�VI�� 'rMy'�J(� RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT �./ �./ Y Y Y eSola r Customer Name and Contact Information: Transaction Date Name(s) Scott Roberts Service No.2016-10-22 Installation Location Address 6 Castle Re Approximate Start and 6 Castle Re Salem MA 01970 Completion Date Salem 2017-04-20 Home Phone 7812675042 MA 01970 Cell Phone 7812675042 E-Mail hog hanna h73@hotmail.com Our Promises + We will design,install, maintain,repair, + We will not place a lien on Your Property monitor,and insure the System at no additional cost to You. + You are free to cancel this Agreement any time prior to Our commencement of + We warranty all of Our work,and that Our installation work at Your Property. roof penetrations will be watertight,for the initial 20 year term. + The Energy Price includes a$5 monthly discount for paying by automatic debit + Your Energy Price will not increase by more from Your bank account. than 2.9%per year. + You will not be responsible for any + After five years,if You need to make property tax assessed on the System. Property repairs,We will remove and reinstall the System if You pay Our + We will fix or pay for any damage We may estimated costs. cause to Your Property or belongings. Your Commitment • Pay for the Energy produced by the System. • Maintain a broadband internet connection. • Keep Your roof in good condition throughout • Continue service with Your Utility for any the Term. energy used above and beyond the System's • Respond to Our sales and support teams production. when scheduling and completing paperwork. At the End of Your Initial Term • You can renew the Agreement • You can request that We remove the System for a subsequent term; at no additional cost. • You can purchase the System;or If You Move • We guarantee You can transfer the • You can relocate the System to Your Agreement to the new owner,regardless of new home;or credit rating; • After the sixth anniversary,You can purchase You can prepay the Agreement; the System. Vivint Solar Developer, LLC(EIN: 80-0756438) is a licensed contractor in each state in which we operate,for information about our contractor licenses please visit www.vivintsolar.com/licenses. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. The Notice of Cancellation may be sent to this address: support@vivintsolar.com I vivintsolar.com 1800 W Ashton Blvd., Lehi, UT 84043 Phone 877.404.4129 1 Fax 801.765.5758 Copyright©2016 Vivint Solar Developer,LLC All Rights Reserved PPA(8/2016,v3.2.2)1 Page 1 SIGNATURE PAGE AND NOTICE TO CUSTOMERS A. INCORPORATED DOCUMENTS. These documents G. You have the right to require Us to have a are incorporated into this Agreement and apply to the performance and payment bond. relationship between You and Us: (1) Residential Solar H. CUSTOMER'S RIGHT TO CANCEL. YOU MAY Power Purchase Agreement, (2) Exhibit A: Notice of CANCEL THIS CONTRACT AT ANY TIME BEFORE THE Cancellation, (3) Exhibit B: State Notices and LATER OF: (1) MIDNIGHT OF THE THIRD (3RD) Disclosures, (4) Exhibit C: Certificates of Insurance, BUSINESS DAY AFTER THE TRANSACTION DATE, OR and (5) Customer Packet. (11) THE START OF INSTALLATION OF THE SYSTEM OR B. WE HAVE NOT GUARANTEED, PROMISED OR ANY OTHER WORK WE PERFORM ON YOUR OTHERWISE REPRESENTED ANY REDUCTION IN PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, ELECTRICITY COSTS IN RELATION TO THE SYSTEM YOU MUST EITHER: (1) SEND A SIGNED AND DATED THAT WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION BY MAIL, E-MAIL, C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES OR FAX; OR (2) PERSONALLY DELIVER A SIGNED AND UNLAWFULLY OR COMMIT ANY BREACH OF THE DATED WRITTEN NOTICE OF CANCELLATION TO: PEACE TO REMOVE GOODS INSTALLED UNDER THIS VIVINT SOLAR DEVELOPER, LLC, 1800 W ASHTON AGREEMENT. BLVD LEHI UT 84043 ATTN: PROCESSING D. DO NOT SIGN THIS AGREEMENT BEFORE YOU DEPARTMENT. IF YOU CANCEL THIS CONTRACT HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL You have read and received a legible copy of this REFUND OF YOUR MONEY. REFUNDS MUST BE MADE Agreement, that We have signed the Agreement, and WITHIN 10 DAYS OF OUR RECEIPT OF THE that You have read and received a legible copy of every CANCELLATION NOTICE. SEE THE ATTACHED NOTICE document that We have signed during the OF CANCELLATION FOR AN EXPLANATION OF THIS negotiation. RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO YOU THE "NOTICE OF CANCELLATION". A SALES REPRESENTATIVE. I. Unless You are provided with a longer period in F. DO NOT SIGN THIS AGREEMENT IF THIS Exhibit A,You may not terminate this Agreement after AGREEMENT CONTAINS ANY BLANK SPACES. You are three(3) business days of the Transaction Date. If You entitled to a completely filled in copy of this seek to cancel thereafter, then You will forfeit any Agreement, signed by both You and Us, before any amounts previously paid and You may owe Us the work may be started. Default Payment. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): n Signature: � Signature: � Printed Name: Serge Dldenko Printed Name: Scott Roberts Salesperson No.: Date: 201 6-10-22 Date: 2016-10-22 Signature: Printed Name: Date: 2016-10-22 Copyright© 2016 Vivint Solar Developer, LLC. All Rights Reserved. PPA(812016,v3.2.2)/Page 18 EcolibriumSolar Customer Info Name: Email: Phone: Project Info Identifier: 5303466 Street Address Line 1: Street Address Line 2: City: State: Zip: Country: System Info Module Manufacturer: JA Solar Module Model: JAPE-60-270/4BB Module Quantity: 19 Array Size(DC watts): 5130.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: v.SE7600A-US (240V) Project Design Variables Module Weight:40.124084 Ibs Module Length: 64.960665 in Module Width: 39.0157691 in Basic Wind Speed: 100.0 mph Ground Snow Load:40.0 psf Seismic: 1.5 Exposure Category: B Importance Factor: I Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load - Upward: 820 Ibf Lag Bolt Design Load - Lateral: 288 Ibf Module Design Moment— Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 EcolibriumSolar Plane Calculations (ASCE 7-10): North West Roof 4 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 27.0068579412019 ft Include North Row Extensions: No Roof Slope: 22.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9, 26.9 26.9 psf Slope Factor 0.88 0.88 0.88 Roof Snow Load 23.7 23.7 23.7 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 23.7 23.7 23.7 psf Downslope:Load Combination 3 9.1 9.1 9.1 psf _ Down: Load Combination 3 22.4 22.4 22.4 psf Down: Load Combination 5 11.7 11.7 11.7 psf Down: Load Combination 6a 24.6 24.6 24.6 psf Up: Load Combination 7 -10.4 -17.9 -27.5 psf Down Max 24.6 24.6 24.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.3 66.3 62.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.1 22.1 20.9 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 51.4 51.4 48.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.1 17.1 16.2 in aUum Solar Layout . . \ . ƒ. � � < ��«? . : � . . e . . e _ a, Amp - ma Coupling Note: If the total widthgacontinuous array exceeds 35¢ m+ o Aa _yeA«¥ expansion � contraction. s t End AmInstallation Guide V details. North Row Extension Warning: PV ules may need» & shifted with respect to roof # Row-to-Row Bon+go&Bonding Jumper trusses»comply with maximum allowable overhang. � EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 3 Weight of Modules: 120 Ibs Weight of Mounting System: 18 Ibs Total Plane Weight: 138 Ibs Total Plane Array Area: 53 ft2 Distributed Weight: 2.62 psf Number of Attachments: 9 Weight per Attachment Point: 15 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load- Downslope: 460 Ibf Design Load- Lateral: 252 Ibf EcolibriumSolar Plane Calculations (ASCE 7-10): North West Roof 2 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 20.3792685933998 ft Include North Row Extensions: No Roof Slope: 22.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 . 26.9 26.9 psf Slope Factor 0.88 0.88 0.88 Roof Snow Load 23.7 23.7 23.7 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift - -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 23.7 23.7 23.7 psf Downslope: Load Combination 3 9.1 9.1 9.1 psf Down: Load Combination 3 22.4 22.4 22.4 psf Down: Load Combination 5 11.7 11.7 11.7 psf Down: Load Combination 6a 24.6 24.6 24.6 psf Up: Load Combination 7 -10.4 -17.9 -27.5 psf Down Max 24.6 24.6 24.6 psf Spacing Results(Landscape) Description - Interior Edge Corner Unit Max Allowable Spacing Between Attachments - 66.3 66.3 62.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.1 22.1 20.9 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 51.4 51.4 48.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.1 17.1 16.2 in a ii S Wi �iY x4 aE 7-77-77-777 a a 14 a t 3 �p 4 r -6 Gas • • • • QI • • • • •. • • ,• • I EcolibriunnSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 7 Weight df Modules: 281 Ibs Weight of Mounting System: 36 Ibs Total Plane Weight: 317lbs Total Plane Array Area: 123 ft2 Distributed Weight: 2.57 psf Number of Attachments: 18 Weight per Attachment Point: 18 Ibs Roof Design Variables Design Load - Downward: 918 Ibf Design Load -Upward: 720 Ibf Design Load -Downslope:460 Ibf Design Load -Lateral: 252 Ibf EcolibriumSolar Plane Calculations (ASCE 7-10): North West Roof 3 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 14.4858959013873 ft Include North Row Extensions: No Roof Slope: 22.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.88 0.88 0.88 Roof Snow Load 23.7 23.7 23.7 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 23.7 23.7 23.7 psf Downslope:Load Combination 3 9.1 9.1 9.1 psf Down: Load Combination 3 22.4 22.4 22.4 psf Down: Load Combination 5 11.7 11.7 11.7 psf Down: Load Combination 6a 24.6 24.6 24.6 psf Up: Load Combination 7 -10.4 -17.9 -27.5 psf Down Max 24.6 24.6 24.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.3 66.3 62.7 in Max Spacing Between Attachments With Rafter(rruss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.1 22.1 20.9 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 51.4 51.4 48.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.1 17.1 16.2 in © o C t �'PIT x S � .}3g„�}�' 4`s•�"'Y+�ytibs':x4`c43i 3.1{ 4 . 6 L.p 1 W p5' , ` f�{ A� FS C "b zB ®��� M End Coupling 0 Clamp 0 North End Clamp Row Extension I EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 3 Weight of Modules: 120 Ibs Weight of Mounting System: 20 Ibs Total Plane Weight: 140 Ibs Total Plane Array Area: 53 ft2 Distributed Weight: 2.66 psf Number of Attachments: 10 Weight per Attachment Point: 14 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load - Upward: 720 Ibf Design Load- Downslope:460 Ibf Design Load- Lateral: 252 Ibf EcolibriumSolar Plane Calculations (ASCE 7-10): North East Roof 3 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 28.7696269467309 ft Include North Row Extensions: No Roof Slope: 22.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.88 0.88 0.88 Roof Snow Load 23.7 23.7 23.7 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 23.7 23.7 23.7 psf Downslope:Load Combination 3 9.1 9.1 9.1 psf Down: Load Combination 3 22.4 22.4 22.4 psf Down: Load Combination 5 11.7 11.7 11.7 psf Down: Load Combination 6a 24.6 24.6 24.6 psf Up:Load Combination 7 -10.4 -17.9 -27.5 psfI,, Down Max 24.6 24.6 24.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.3 66.3 62.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 4&0 in Max Cantilever from Attachment to Perimeter of PV Array 22.1 22.1 20.9 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 51.4 51.4 48.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.1 17.1 16.2 in • o 0 R YfiJ� Y y 4,'14 f � s� , r s 'fro¢� #-- �• ��� �� f f+"�- � 4'#r��� ✓t €�+�� '�'"Yr{"TES€fir' +�?7� ,�wuu r` �ti r 5 r�`�''! � ' efr '�,^✓ ^„p f�, mti lx'Sr§ �''4'�s y'�''e' t }� r`,1^as X,Ek L y t- ,� � �.`}� ��, EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 6 Weight of Modules: 241 Ibs Weight of Mounting System: 28 Ibs Total Plane Weight: 269 Ibs Total Plane Array Area: 106 ft2 Distributed Weight: 2.54 psf Number of Attachments: 14 Weight per Attachment Point: 19 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load - Downslope:460 Ibf Design Load- Lateral: 252 Ibf 1 EcolibriumSolar Bill Of Materials Part Name Quantity ES10260 EcoX Row-to-Row Banding Clip 8 ES10121 EcoX Coupling Assembly 19 ES10146 EcoX End Coupling 5 ES10103 EcoX Clamp Assembly 30 ES10136 EcoX End Clamp Assembly 21 ES10144 EcoX Junction Box Bracket 4(Optional) ES10132 EcoX Power Accessory Bracket 19 ES10333 PV Cable Clip 95 ES10334 4 PV Cable Clip 38 ES10195 EcoX Base, Comp Shingle 51 ES10197 EcoX Flashing, Comp Shingle 51 voml so I a r 1800 W Ashton Blvd. Lehi, UT 84043 1 Structural Group Jon P. Ward, SE, PE Clint C. Karren, PE Structural Engineering Manager Structural Engineering Manager jon.ward@vivintsolar.com clint.karren@vivintsolar.com November 10, 2016 Mr. Dan Rock, Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Roberts Residence 6 Castle Rd, Salem, MA S-5303466; MA-01 Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a representative from our office under my supervision identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. 5. Previous structural evaluation for the existing solar system completed by Vivint Solar on May, 9 2014. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof section is composed of 2x6 dimensional lumber at 16" on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Stability Evaluation: A. Wind Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 100 mph based on Exposure Category B and 22 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 2 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. Page 1 of ` 9` into solar B. Loading Criteria 8 PSF= Dead Load (roofing/framing) 40 PSF = Ground Snow Load 3 PSF= Dead Load (solar panels/mounting hardware) Total Dead Load= 11 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manual", which can be found on the Ecolibrium Solar website (www.ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 1/Z thick and mounted 4 1/2" off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the National Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than the maximum allowable per connection and therefore is adequate. 4. Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four (4) spaces or 64" o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. ►AA� OF A Regards, S9� N P yG Jon P. Ward, SE, PE AR MA License No. 52584 No. 525 9Fg1S T SSrONAL Pr 1,14 Page 2 of vivi Y . solar N oINGPVSVBiEMB VE k�iS SoM....... 55 PPO5.B O NNE) rvr,sl BUNG BGU r------ -----O--------------� ❑ UMBING ROOFEXTE VEN„6, I I $ I j DISH LITE e a o j N. RE . 0 E u PV SYSTEM SIZE: I GHIMNEI a i e a 5.130 kW DC I pma �BIJPSoq�JPPBSP310IIBB MOWLEB I 3 �BNVLGHr WITH BSda"M 1JLO0o4.—ON THE STRING I BPCN OF EACH MCWLE ® IB MODULE'. OOULES J'OF 1'PVC CONDUIT FROM UNCTION BOX TO ELECTRICK PNiEL BiRWG pd. —_________— 9M000LES }lI`✓Rl FV INTERCONNECTION POINT,INVERTER, 6 LOCKABLE GIBCMNECr SWITCH 6 UILI METER GOB r*X,TIE INTO O ❑ I O I to USINGCTIONECKOF�GP °"E° 9 MOUNIHI UMARE Roof Type:COMP SHINGLE - y ORoof Section 1 0 Rownms I I 5 O Roofb Section i O Roti R]/ RoafSedion 3 I I o O Re PoYRR ♦`. / I y ': O Roof Section 4 a SHEET m NAME: M ~� Na L-----------------------------------� SHEET NUMBER'. O PV SYSTEM SITE PLAN SCALE:1/F-V-0- a CLAMP+ATTACHMENT COUPLING CLAMPASSEMBLY - (INCLUDES GLIDER) LEAF SPRING $ GLIDER m v Q m CLAMP c U E MODULE „ v PERMITTED j 1c, OUPLING h CLAMP SPACING N Ali STRUT NUT RAFTER ECOXBASE SEALING WASHER I. RAFTER FLASHING COMP SHINGLES L=PORTRAIT MODULE O CLAMP SPACING Z I I � �. sns°xa vz° � SS LAG SCREW ; /� IL=LANDSCAPE CLAMP SPACING TORgUE=13t2 FT LBS )MODULES IN PORTRAIT/LANDSPACE PV 3.0 NOT TO SCALE MOUNT DETAIL- ECOX _ z WITH METAL FLASHING PV 3.N NOT TO SCALE 9 z MOUNTING W 3.o DETAIL CANTILEVER L/3 OR LESS - _ w L=MAX 64" c ? COUPLING CLAMP - A PV MODULES,TYP.MOUNT —�� OF COMP SHINGLE ROOF, / m MODULE SHEET n PARALLEL TO ROOF PLANE 91 91 NAME: ~ J_ / Z Q F RAFTER m IPV ARRAY TYP. ELEVATION SHEET n I NOT TO SCALE - ^ NUMBER: / 3 `PV SYSTEM MOUNTING DETAIL N i PV 3.0 NOT TO SCALE o_ Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) t z DC System Size 5130 Tag# Description Wire Gauge N of CondweWColor Conduit Type Conduit Site AC Sysem SizeEp 1111 1PV Wire 10 AWG 2(V+,V-( N/A-Free Air N/A-Free Air _,Total Module Count 19 1 Bare Copper Ground(EGC/GEC) 6AWG 1BARE N/A-Free Air N/A-Free Air 2THWN-2 30 AGING 4(2VT,2V-)B/R PVC 1.1 o O1 t 2 2THWN-2-Ground 8AWG 1(GRN) PVC 1.1 z "' a m _ THWN-2 8AWG 3(111,1L2,1N)B/R/W PVC 1" Re `~" 23 V A _ 3THWN-2-Grountl 8AWG 1(GRN) PVC 1.1 q 4THWN-2 6AWG 3(1L1,1L2,1N)B/R/W LFNC 1" > r Eo-ieuog M 255 PO¢ 4THWN-2-Grountl 8AWG 1(GRN) LFNC V. BM.TYP¢:Trina Sololarar T5 TSO05 OB '— counL: � Existing PVComhmer Panel Existing Inverter Information: Type.Mazy Go 2LL-522-zC CID L munu30 0 N $gEC/AN51 METED VISI gaLELOCMaIE MFE A/C MILBANK 100AOR DISCONNECT C Up EQUIVALENT U5934- 51 EMENS MF222R =� %L.BUS 6ON240V \ UNFUSED NEMA3 OR EQUIVALENT xF se sRe Solar Edge PIE SE26UOA-05 Point of Interconnection Supply Side w 'Conforms to ANSI 2f15.12(A),Conforms tO NEC 2014 = r CEz 12008 - z SgUAAEODU222RB SQUARE D D222NRB w 2401 UNFUSED 2401 FUSED NEMM NEMA30R EQUIVALENT OR EQUIVALENT WITH 75 U _ WITH TS'C CTTRMINATIONS ac a ^ TERMINAPONS M Z Z O STRING 2:9 Pv t 2 V Existing 240V/200A SHEET MODULES Service Panel,Single NAME: P hase,with 20OA Main Disconnect m C 4DA DOA STRING 1:lO PV MODULES 3 MI C 3 3 14 _ O SHEET MINIMUM DEC SIZE 4 NUMBER: WGCOPPEfl 19PV MODULES PER INVERTER=5130 WATTS A NIFE'NC 'PNIFE'N STC D15CONNEU DISCONNECT INSIGHT OF TAR ~ W DC Safety Switch Conductor Calculations Rated for max operating condition of inverter PV Module Rating @STC -Wire gauge calculated from NEC code 310.15(8)(16)with ambient temperature calculations NEC 690.35 compliant Module Make/Model )Apo-60-2)0/4BB from NEC 310.15(2)(a). no o *opens all ungrounded conductors u c -°. Max Power Point Current(Imp) 8.65 Amps For"On Roof'conductors we use the 90"C column Empathy,0.5"-3.5"off-the-roof temperature z w a m Optimizer Solar Edge P300 Max Power-Point Voltage(Vmp) 31.23 Volts adjustment from 310.15(B)(3)(c),and raceway fill adjustments from 310.15(B)(16). e 4 Open-Circuit Voltage(Voc) 38.48 Volts For"Off Roof'conductors we use the 25-C column ampacity,or the 90"C column ampacity with DC Input Power 300 Watts the relevant ambient temperature and raceway fill adjustments,whichever is less. Short-Circuit Current(Isc) 9.26 Amps a DC Max Input Voltage 48 Volts The rating of the conductor offer adjustments MUST be greater Than,or equal to,the continuous m DC Max Input Current 12.5 Aps Max Series Fuse(OCP01 15 Amps duty upated output current. DC Max Output Current 15 Amps Noun,Maximum Power at STC(Pmax) 270 Watts Calculation Example-Wire Rating(90"C)x Ambient Temperature Adjustment x Conduit Fill Max String Rating 5250 Watts Maximum System Voltage DC 1000V(UL) Adjustment>=Continuous Duty Output Current Inverter Make/Model SE760DA-US Voc Temperature Coefficient -0,33 %/C (On Roof,Tag 2):10 gauge wire rated for 40 A, 40 A 0.76 x 0.8(4 Conductors)=24.32 A>= 18.75 A CEC Efficiency 97s % (Off Roof,Tag 3):a gauge wire rated for 50 A, 50 A>=39.58 A AC Operating Voltage 240 Volts PV Module Rating @ STC Continuous Max Output Current 32 Amps Module Make/Model Trina Solar TSM-255 FO05.08 L DC Maximum Input Current 23 Amps Max Power-Point Current(Imp) 8.3J Amps O Short Circuit Current 40 Amps Max Power-Point Voltage(Vmp) 30.5 Volts N Max Out ut Fault Current 40 A/20ms Open-Circuit Voltage(Voc) 38.1 Volts Short-Circuit Current(oc) &88 Amps Max Series Fuse(DCPD) 15 Amps Nom,Maximum Power at STC(Pmax) 255 Watts Maximum System Voltage 1000V(IEC)/600V(UL) Voc Temperature Coefficient -0.32 %/C Inverter Make/Model M215-60-2U-S22df Max OCVDIt Rating 45 Volts AC Output Current According to NEC 690.8(B)(1) 31.67 Amps Max Power at40C 240 Watts Nominal AC Voltage 240 Volts Nominal MULTIPLC VoltageE 240 Volts N Max AC Current D.9 Amps THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) OCPD CaICUIaYlOnS Max OCPD Rating 20 Amps ROOFTOP CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE r Max Number of Panels/Circuit v WITH NEC690.8,TABLE5330.15(B)(2)(a),330.15(B)131(a), Breakers sized according to continuous duty output current PV circuit nominal current based off n 310.15(B)(3)(c),310.15(B)(16),CHAPTER 9 TABLE 4,S,&9. LOCATION inverter continuous output currentx(1.25(NEC code 210.19(A)(1)(a)). Short Circuit Current iD5 Amps O m SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 DATA ,O1„ TABLES. Inverter 15EJ600 A-US-U Max Output=31.67 A x 1,25(NEC code 210.19(A)(1)(3)) ASHRAE 2013- =39.58 A<40 A(OCPD) 5 i Highest Monthly 2%OR Design Temp:32.5 Celsius system output current w/continuous duty=39.58<40A(System GEED) w —�. m Lowest Min.Mean Extreme OB:-23.9Celsius Q F U Other Notes a SHEET •ALL INTERIOR RACEWAYS CARRYING OC CURRENT SHALL BE METALLIC NAME: •All ampacity calculations are made in compliance with NEC 220.5(8) a w s za SHEET NUMBER: N W A 1