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Home My WebLink AboutBuilding Permit # 6/9/2015 NORT11 OILING PERMIT ®�Rg�ED ,b�tio TOWN OF NORTH ANDOVER to APPLICATION FOR PLAN EXAMINATION * Permit No#: Date Received ��'�R^TED Ssgc►ause Date Issued: I PORTANT:Applicant must complete all items on this page u G µ e ry b r i Ili TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building VOne family ❑Addition ❑ Two or more family ❑ Industrial 2"Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other luidi tl�M' mu� df �o i r e IS 'G If DESCRIPTION OF WORK TO BE PERFORMED: i 0�� a � 1 c::> -n , e )a+r rcbra erected with •Ae haof) 5 Identification- Please Type or Print Clearly OWNER: Name: '"1 (" I'1 0 Phone: Of*- 7 Address: ? p i y ± ARCHITECT/ENGINEER Phone: Address: Reg. No. 1 FEE SCHEDULE;BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $$ I tp . OOD FEE: $ lq Check No.: I Receipt No.: ""° NOTE: Persons contracting with unregistered contractors do not have a s e guaranty fu f-Alt tkORTH 0" W,In 0 Anuuver ® - �O LAKE h ver, KSS' _kcx-, COCHICHEWiCK ADPRATED �R � V BOARD OF HEALTH M I Food/Kitchen Septic System THIS CERTIFIES THAT ....... *Moo BUILDING INSPECTOR Foundation AlA has permission to erect ......... buildings on ................. ............... ........ ........... ...... . .. ............ Rough SO.*. fowals to beoccupied as ............. ....... ... .. . .........(P. .................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MOW ELECTRICAL INSPECTOR CONSTRUCTIONUNLESS S Rough Service ......................... ...................................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required t® Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathingr Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approvedthe Building Inspector. Burner Street No. Smoke Det. Version#46.2 SolarCity. �gNOF �S May 22, 2015 �� IN ® G Project/Job #0182034 RE: CERTIFICATION LETTER RAL 1 Q Project: Gagnon Residence 9oc FIS 371 Marbleridge Rd SS NAL North Andover, MA 01845 05/22/2015 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category= II -Wind Speed = 100 mph, Exposure Category C - Ground Snow Load = 50 psf - MP1: Roof DL= 10.5 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 22 psf(PV Areas) - MP3: Roof DL= 10.5 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL = 22 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.33365 < 0.4g and Seismic Design Category(SDC) =C < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Digitally signed by Nick Gordon Date:2015.05.22 13:08:36-07'00' 3055 C iearview Qday San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.corn 05.22.2015 Version#46.2 PV System Structural .,'''SolarCity Design Software PROJECT INFORMATION&TABLE OF CONTENTS Project Name: Gagnon Residence AHI: North Andover Job Number: 0182034 Building Code: MA Res. Code,8th Edition Customer Name: 'Gagnon,Seth Based On: IRC 2009/IBC 2009 Address: 371 Marbleridge Rd ASCE Code: ASCE 7-05 City/State: North Andover, MA Risk Category: II Zip Code 01845 Upgrades Req'd? No Latitude/Longitude: 42.674091 -71.099815 Stamp Req'd? Yes SC Office: - Wilmington PV Designer: Steven Procter Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g'and Seismic Design Category (SDC) = C< D 1 2-MILE VICINITY MAP 371 Marbleridge Rd, North Andover, MA 01845 Latitude:42.674091,Longitude: -71.099815,Exposure Category:C STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MPI Horizontal Member Spans Rafter Properties Overhang 0.99 ft Actual W 1.50" Roof stem Properties San 1 13.10 ft Actual D 7.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A ` 10,88 in.^2 Re-Roof No Span 4 SX 13.14 in.^3 Plywood Sheathing Yes San 5 I 47.63 in.^4 Board Sheathing None Total Span 14.09 ft TL Defl'n Limit 120 Vaulted Ceiling No PV i Start 1,25 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.33 ft Wood Grade #2 Rafter Slope 320 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Et„i„ 510000 psi Member Loading mary Roof Pitch 8/12 Initial Pil:6 Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.18 12.4 psf 12.4 psf PV Dead Load PV-DL 3,0 psf x1.18 3.5 psf Roof Live Load RLL 20.0 psf x 0.83 16.5 psf Live/Snow Load LL/SL 1,2 50.0 psf x 0.7 1 x 0.44 35.0 psf 22.0 psf Total Load(Governing LC TL 1 47.4 psf 1 37.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1, I,=1.0 Member pesi n Summa (per NDS Goverhing,Load Comb CD CL + CL - CF Cr D'+S 1.15 1.00 1 0.40 1.2 1.15 .Member Anai sis Results Summary Maximum Max Demand @ Location CapacitV DCR Load Combo Shear Stress 45 psi 1.0 ft. 155 psi 0.29 D+S Bending + Stress 979 psi 7.6 ft. 1389 psi 0.71 D+S Bending(-)Stress -39 psi 1.0 ft. -551 psi 0.07 D+S Total Load Deflection 0.69 in. I L'269 7.6 ft. 1.54 in. I L/120 0.45 D+5 CALCULATION OF DESIGN WIND LOADS MPI Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT`^ Spanning Vents No Standoff Attachment Hardware Como Mount Tyne C Roof Slope 3211 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X'Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category ' C Section 6.5.6.3 Roof Style Gable Roof Fig.6-1113/C/D-14A/13 Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor= Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-1113/C/D-14A/13 Ext: Pressure Coefficient Down GC Dow" 0.88 Fig.6-1113/C/D-14A/B Design Wind Pressure p p=qh(GC ) Equation 6-22 Wind Pressure Up „ -19.6 psf Wind Pressure Down 18.0 psf ALLOWABLE STANDOFF'SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -313 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 62.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait` 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -390 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 78.1% STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro ernes', Overhang 0.99 ft Actual W 1.50" Roof System Proernes San 1 11.75 ft Actual D 7.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in^2 Re-Roof No Span 4 SX 13.14 in.^3 Plywood Sheathing Yes San 5 11 47.63in.^4 Board Sheathing None Total Span 12.74 ft TL Defl'n Limit 120 Vaulted Ceiling No PV i Start 1.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.17 ft Wood Grade #2 Rafter Slope 320 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 8/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.18 12.4 psf 12.4 psf PV Dead Load PV-DL 3.0 psf x 1.18 3.5 psf Roof Live Load RLL 20.0 psf x 0.83 16.5 psf Live/Snow LoadLL/SL l'2 50.0 psf x 0.7 1 x 0.44 35.0 psf 22.0 psf Total Load(Governing LC I TL 47.4 psf 1 37.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2, pf 0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS Goireming Load Comb CID CL + CL - CF Cr D+S 1.15 1.00 0.44 1 1.2 ' 1.15 Member Analysis Results Summary Maximum Max Demand @ Location 1CapacltV DCR! Load Combo Shear Stress 42 psi 1.0 ft. 155 psi 0.27 D 4-S Bending(+)Stress 799 psi 7.0 ft. 1389 psi 0.58 D+S Bending (-) Stress -39 psi lA ft. -612 psi 0.06 D+S Total Load Deflection 0.45 in. 367 6.9 ft. 1.39 in. 120 0.33 D+5 CALCULATION OF DESIGN WIND LOADS - MP3 Mounting` Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Comp Mount Tvpe C Roof Slope 320 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing SeamLEraR Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 " Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 18.5 psf Wind Pressure Ext. Pressure Coefficient U GC e -0.95 Fig.6-116/C/D-14A/B Ext."Pressure Coefficient Down GC,(ww.) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U „ -17.6 psf Wind Pressure Down 16.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -278 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 55.7% X-DirectionY-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 347 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 69.4% ' Irbe Commompeatth ofMassachmsetts FDepartment of IndustrialAceidents Office ofInvadgadons X Congress Street, Suite.t 00 Boston,MA 02114-2017 www.mass.govldia Workers'Compensation Insurance Affidavit-.Builders/iliontraclars/Btectricians/Plumbers A lieailat InfhrM&t1111g Please Print ),e ibI Narine(Business/Argastiaation/ludivldualy:SolarCity Core _ �_ T—.... _,. •_ Address: 3055 Clearview Way City/8tateli : San Mateo CA 94402 P13Une#:888-765-2489_ Are you an employer?Check the appropriate box: Type of project(regvired): i I arts a employer with 4. [] i am a general contractor and F employees(full attd/orparwime).* have hired the sub-contractors EJ New construction 2.11 Z ate a sale proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These snb-contractors have H. 0 Demolition working for me in any capacity, employees and have workers' g. []Building addition [No workers' cornp, insurance comp.insurance. required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.[] i ate a homwwater doing all'work officers have exercised their I LD Plumbing ropairs or additions myself. [Pio workers'camp. rif-t of examNon por PAU 12.(Q Roof repairs insurance required]t c. 152,§1(4),and we have no employees.[No workers' 13DOther comp.insurance required.] *Any npplicant that checks box ii l mustatso(Ui cut the section below showing their workers'compensation policy inrotrndtion. t liomeownm who submit this aft'rdevit indicating they are doing all work and than hire outsido conuactors must submit a ttaty affidavit indicalingsuch. =Contractors that chock this box must attached an additional shcaushowing the name of the sob•contractots and state whether or not those entities have employees. tftht:sub•eontraetors hnvo employees,My mast provide Their workets'comp.policy number. 1 stn an employer that is provltlfng workers'compensation A)SUrattee fdr my employees. Below is thepollcy and foto site in.�irxlnrtuilon. insurance Company Name:Liberty Mutual Insurance Co Policy#or Scir-ins.Lic.li:WA766DO66265024JJ Expiration Date:9/1/15 —7 Job Site Address; �(—I(�( 11.-� �� .e 1 pC/l City/StatelZip: BzA n f\iC1-o— Attach a coley of the workers' compenwtion polity deeliaration page(showing the policy number and expiration dato). Failure to secure coverage as required under Section 25A of MGL r. 152 can lead to the imposition of criminal penalties of a fine top to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00.a day against the viotatar. Bo advised that a copy of this statement may be forwarded to tine Office of Investigations of the DIA for insurance coverage verification. 1:do hereby serf ffy trl' tho pains anal penalties of perfrn3,1hof the in,f ormadou provided above is trite acid correct. Datc. Qf clal use only. Do tial wyka In tliic area,to be cattlp1ded by olty or town.oJiciat. City or Toxon: Vermitil.ieense fi bsuing Authority(circle one)..- . ne)..Gourd ufHealth 2.Building laepartment I City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 5.tither Contact Person: Phone#,, CERTIFICATEOF LLA [ TY INSURANCEDAF�t4�0isIYYYY, THIS CERTl1;IGATE 15 ISSUED AS A i41ATTM OV INFORMA1I011 ONLY AND CQ9FMS NO RIGHTS UPON THE CERYIFICATI=HOI.4 ERE THIS CI;RTIMATE OOM NOT AFpIRMATIVELY OR NEGATIVeLY AMD,EXTENo aft ALTER THE GOVERAM AFFORDED MY THE POLICleg BELOW. TMS CHfITIFICATE pp lf2SUI wrm Does NOT CaNgnTuTE A COHTRAGT SETWE EN TILE ISSVIlia INSURER($),AUTHORCfJrD ftPRESEUTATIV9 OR PI2t3DWER,AND THE CFERTIFICATE HOLDER. IMP 'TAVt If thn tretttticate holder Is an ADDITIONAL IN$00,thv pollcy(Iesj must by sndwsed. If SURR00ATION IS WA ,Zi3]ect io tho tsrms and conditlorts df the policy,tWaia pollr.Ies may ruqufre an endoFGaMont. A statement on this coMlicate!duos riot confer tigfitts to the cettificate holder In Il eu ofstrah eneorsement(a), �naoocc8HR1SNRINSI1RAIdG88tftVlCES PHONE 34SCALIFC?ItNIRS1YiI?ET,BtIIiEi99ti ��R+ai: . .._._..... --- -251!�.ft.43=. . CAUFORM LIGI:NSE NO 0437153 MUWiF #: SANFRA015t%1;CA MIN RJBURERI$I 4WF'OIifj3NG CtJYE43A G£. NAIp N 99t33Uf•SFND GAYyiJE!415 IHstftLA:lilxdy Atuivai4'de wsuJa;rct GwrRJagy #6568 tNSUREo t y&i StbG (NSURtRa:tidei�fnoJrsneacalpar;Xlon I244fi 5u1dYGEx2oratilsl 1asunkc;Nrt ITA fInsDeeld wNl INSLERERI, J. tattlrl829a,G4 D2 iNgL_are COVERAGE6 CERTIFICATI;NUMIER: SFA•0)244tr ... REVISION NUNISER:4 THJS IS TO CERTIFY T14AT 799E POLICIES OF 1MRANVE LISTED BELOW HAVE f3i"M ISSUED TO THE INSURED NAMED ABOVE FOR 71115 PO11eY PI~U01) INDICATED, Tiq'YIMTNSTANDING ANY RE418IxEMENT,'MRM OR CCINDITION OF ANY CONTMOT OR OT14ER MOUME14T WITH RESPECT TO MICH This CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFrOn06b BY THE POLMIIrS DES'CRIM HERQN IS SU UPW TO ALL THE TEE!;. EXCLUSIONS AND CONDITONS OF SUCH POLICIES.LIMITS SHOVM MAY'HAVE BEEN REDO-C80 BY PAR]CLA'fMS. enisso ' - GniAlNik' --{� 6v9-0paicv--aii LYR TYP50F=URANCI; POLICY NUAIDER 1J A I M' Y--[ UfAJ{'R A t NERALtlAU4LATY 1132 81-W626rD14 {1yAf12Dt+ I19kIU2Ql*a tactlgcgUkRENCE s OMNI iY7iltiiil919�9ia adeis€i ifJD>UD0 x :COMWQR91AL GENERAL LUie1LIT( Pt?£MI4fiv;AB to orraJ.,. B cihsa�nvwc ; x 1 UCCUR , eaEnpxi`tAr+Y_ f ! 1. ,c iQ,000 � • I 11} 111 ,PJ:{28ONALSADVINJURY Is MOM - { . . � � Ut:tiEt�AL AGGF?I_(iAT� F p 2AfI4,OD8 CAI GREGATE-LM: P S PER. ' PR(3DUC{5•CUMF'!41'AGG"�. 2.400.000 GPIs G .YPi.I , , X Pappy x paQ' r or s Dedmia 8 25,404 A AUTOKOMMI-IPE UtY I h9 661•D602Dfr414 OS6li2pi4 OgtE}tf1o15 ria 'adovgjl}I Et�tiF ' 6 i.pOQ.00(? X ANY AUTO oUbn Y V?JUR1'IPerpeaan} :_ `" �AI1,LQ1rAlED SCI?F.[?111.FE1 JJ}[ I � � :eblrtLY lt�fURY{pAro,x4e,1}1 S '. ,AUTCA AUTOS 1E0 I ( tiROF RrYVAIA40E s K JrRi OAU(OS L 'X 1 ASM R NZ I}sAw I o. i C(lf$PICiML{}EtJ r StlA901$tD0D UAAhNELLALIAB 04CUi1 {{1 j EACHp[]CURRENE@ fi tr7tCE9'LtA6 i 0"Il_Amr. + F AUGREGYstE S ._ Q A NTI k t F 0 •y(QRItERSDt)I}PfttsAtJON WA7.6Dtt06G2a6 24 Q910t b ti 0111{115 vMSTATU• ' OTH. 6NDEMPLOYER'TUA81"TV ivay1wiTS.:_ .I ER 6 ;ANY pR{1PR TUIY(PkRFNE(ut XECUYIVF {IY'�(��!'tI �W E61-06G2fi5•U3E{iv11} U9NI►1U1� U9hltJll}15 e L r'ACJ3AceteENT S 1AOOOftA 8 oFGCAtM£i186F(EXCtUtJ> # I INIA1 :r4CDf pIIBIE:536t} 04' 1,040.U1>1t ImindMoty in Mg C L„013EASE•E/1 EMPLG7Eq F, ._.. IF .dosmbot tx is 1 DISEASE.•POLICY L161ff'Ii 1,404,OL�D bE5 OF PE hqm bgRI - pt=SCtllfilgNOPGPi:RR1►FiONRECpCAFiON5JVE1{ECL63 fltlbcfiACOR0�4i,Aadltion►Ik►mssks3cl►edute.Urtwtt:►piCuitFcqufvet!} SV,derKU OI(gSur�ICC. CEMIFICA111 i•OLDER CANCELI_A710N 8"edy CwporAv, SHOULD ANY 00'ME ASOVE OSSORiSVI)('OUCIE9OE CANCELI,M)OE=PORE .Dbs Ctrmviem way THA VXPRATION 002' iiwltECf, NIOTICC W& BE UEU1:aRED 94 San Mabw,CA 94402 ACCORRANCB.WITH THE POLICY PROVISIONS. AU7111?RiFEp ROJ�gt:9t'NYAYIV U at Misrsh Nsh 8 Imaincll BovIces IBJ 40198.2010 ACORD CORPORATION. All Wits reseed. A00111)26(20904I5) The ACORD name and toga ere registered maft of ACC7RV Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 DAN FONZI 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. [:] Address 7 Renewal 0 Employment :_ILostCard -Z'co 0"CousZ r Affairs Business Regulation License or registration valid for individul use only before the expiration date. If found return to: -440ME IMPRO, MENT CONTRACTOR z-: Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiratlon: 318t2017 Supplement Cerd Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI 3055 CLEARVJEW WAY SAN MATEO,CA 34402 Undersecretary Not valid without signature Z CS-101687 Ag, DANIEL D F0NZF 15 KELLEY RI) WILAKINGTON MA 010 7,E 09/1312016 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3!8/2017 ASTRID BLANCO 3055 CLEARVIEW WAY SAN MATEO, CA 94402 Update Address and return card.Mark reason for change. Address l7 Renewal (—) Employment lost Card .n fFJ v, 1~f.'Nda'Ald tl fFA✓,'t'fd'®Alf i^�6 ('Av'P.oar(r d'A✓r";r_Y P".r ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only �rOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: °" Office of Consumer Affairs and Business Regulation ln'"Registration: 168572 T o. Expiration; 318/2017 Supplement Card 10 Park Plaza-Suite 5170 pp Boston,MA 02116 SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD ZUNI TAANLBOROUGH,MA 41752 Undersecretary Not valid without signature DocuSign Envelope ID:AOD9905F-OCC1-45A7-AODO-52ED21E689C4 MyPower Homeowner Seth Gagnon Date Issued 5/15/2015 Address 371 Marbleridge Rd Installation Location 371 Marbleridge Rd North Andover, MA 01845 North Andover, MA 01845 Our estimates show that you can own your solar power system from day one and save on your electricity bill. Equivalent rate per kWh $0 19m87 1217 Loan Down Payment Before Rate Reduction Payment After Rate Reduction Payment (estimated) Our Promises to You System Warranty:We repair the system at no additional cost. Free monitoring: We provide 24/7 web-enabled monitoring at no additional cost. Rooftop Warranty:We warrant your roof against leaks. Production Guarantee: Your system will produce as much electricity as we promise or we'll pay you. Fixed rate average:The rate you pay us will never increase by more than 2.90% per year? Solar System Ownership: This is not a lease.Your new solar system belongs to you. No prepayment penalty:You can prepay your loan at any time with rip penalty or fee? Estimated System Size 6.750 kW Estimated First Year Production 6,895 kWh Your SolarCity MyPower Agreement Total system $37,125 APRT 4.50 Cost REC Value -$7,425 Term; 30 Years E r ® Federal Tax ® $11,13 Rebate Value s Credit 30%of eligible system cost kiln Rate $11,13 Loan Amount $29.700 Reduction Payment Due June 1 st the year after installation 1 These features are provided through a loan by SolarCity Finance Company, LLC. The cost for the Partial Payment Option for the Rate Reduction Payment is not a prepayment penalty. z This rate includes a 0.50%discount for using auto-pay from your checking account. 3 To realize the benefit of the federal tax credit, customer must have federal income tax liability that is at least equal to the value of the tax credit. SolarCityCorporationMAFIIC 16£3572/EL-1136MR-The MyPower loan is being provided by SolarCity Finance Company LLC 776023 �� DocuSign Envelope ID:AOD9905F-OCC1-45A7-AODO-52ED21 E689C4 7. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION,TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS AGREEMENT UNDER SECTION 8 BELOW AND UNDER SECTION 1 OF THE GENERAL TERMS AND CONDITIONS, YOU MAY CANCEL THIS AGREEMENT, INCLUDING ANY SUBSEQUENT AMENDMENT, AT NO COST AT ANY TIME PRIOR TO'COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 8. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION OF THIS RIGHT. Customer's Noms•SeGagnon ocu ijh gne by: Signature: S4 V, r-eassEt ... Date: 5/19/2015 Customer's Name: Signature: Date: Solar Home Improvement Agreement SOLARCITY APPROVE® Signature: LYNDON RIVE,CEO Solar Home Improvement Agreement SOIarC'tty. Date: 5/15/2015 Solar Home Improvement Agreement MyPower Solar Plan,version 3.5.1,April 30th,2015 Copyright O 2008-2014 SolarCity Corporation.All Rights Reserved 776023 Elm