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HomeMy WebLinkAboutBuilding Permit # 7/13/2015 (2) BUILDING PERMIT 6 NORTH A`� U I6�NO TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION p � � Permit No#: Date Received `� '�RQ�Rareo nPPy.( � gSSACHVSE� Date Issued: .1 IMPORTANT: Applicant must complete all items on this page LOCATION ffie rYl 1®C k 1:4- Print PROPERTY OWNER SChQ e-- L i IiDO M ; Print 100 Year Structure yes Ono MAP PARCEL: ONING DISTRICT: Historic District yes 0 Y Machine Shop Village yesQ, TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building [U,,One family ❑Addition ❑ Two or more family ❑ Industrial @Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other tLl�{1Natetshed District { �FO�Se tic., r❑1l1/ell � , ❑ Flood � `x ,.�� , ,�• w,"'"�,.Y.� .^r`"r`v ..x`,I,F .r'„M„t..# ..r`x, �w-"r. „r� Vis. h'f.. r c r al'"r�_6:'�.,,�✓x r ?.v z?�L '�%'^;.r�"�r',�,1`. 1"�f; r,�'y..::rti"r,-'`fsL fJ" r-; „rn✓',.,. � F,a--a-. .,. .� u. .✓r�,r'i ,r:,.P,f .r- ., .: -.t,.a ,x-c`,.. t.;r'. r�rr;;x��i„���,r .W.�.r.,:,x� ;i -,'r`r ..,rt,, r r x. ..,t✓..t.. „.a?r 6�..,.1...✓ .sr.�'' t� r`�r �,,ram'. '�'J„r �',. Mwrr ..`,^, a r r �s �,. >u+u%� ✓+.ar:.:'r f d„ xYx" .�- 4t r a � ✓ ll� a r✓ ; r�$m:l`����r,`,�,lf.;�"x.,, DESCRIPTION OF WORK TO BE PERFORMED: ,7- S+Ctl f n cook rnoon1-ec( 5d Qr- pctnel5 mfe t "s-/q& fbc)�- rcicn vin e, k) b-e- t a on e-Cbed (-,J -e ha)n Q "s' e 1 e c ��ca I s e J-e rn Identification- Please Type or Print Clearly OWNER: Name: S a.l I,) AX,0- Phone: q?S-(oF2 Address: St Contractor Name:3bk rc i4-,ePhone: 9-?�'2(S' 23�1 "�3 Email: aLb(cLn(-c> 0- ,Soinrci.-Q Lom Address: Oct esk a cch Dr. A)J ml r)l�6n mc(. 6j TY Supervisor's Construction License: I(7 1Q8�7 Exp. Date: Home Improvement License: l Exp. Date: 7 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ 1':� It 000 FEE: $ !S-0 Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to g aranty fu ��814naturebf. . Version#46.4 SolarCity. tr-4f �. ( r MAIR CU July 8, 2015 l HMI No.29910 Project/Job # 0181590 r3 �� RE: CERTIFICATION LETTER °1 Project: Lipomi Residence 59 Hemlock Sta_ T North Andover, MA 01845 ° 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 = 35 psf(PV Areas) - MP2: Roof DL= 10.5 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 35 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. Sincerely, Marcus Hann, P.E. Professional Engineer Digitally signed by Marcus Hann T: 888.765.2489 Date:2015.07.08 12:51:34-04'00' email: mhann@solarcity.com 3055 Clearview Way San Mateo, CA 9,1402 r(650)638-102€3 (888)SOL-CI-ty r(650)638-1029 solarcitv.corn 07.08.2015 Version#46.4 PV System Structural SolarCity., esign Software PR03ECT INFORMATION &TABLE OF CONTENTS Project Name: Lipomi Residence AHJ: North Andover Job Number: 0181590 Building Code: MA Res. Code,8th Edition Customer Name: Lipomi, Salvatore Based On: IRC 2009/IBC 2009 Address: 59 Hemlock St ASCE Code: ASCE 7-05 City/State: North Andover, MA Risk Category: II Zip Code 01845 Upgrades Req'd? No Latitude/Longitude: 42.690450 -71.126177 Stamp Req'd? Yes SC Office: Wilmington PV Designer:I Jenny Cooper 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 Categoiy(SDC) = C < D 1' 2-MILE VICINITY MAP son W' 11 59 Hemlock St, North Andover, MA 01845 Latitude: 42.69045, Longitude: -71.126177,Exposure Category: C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP Member Properties Summary MPI Horizontal Member Spans Rafter Pro erties Overhang 1.32 ft Actual W 1.50" Roof System Properties San 1 13.18 ft Actual 7.25" Number of Spans w/o Overhangl 1 Span 2 Nominal Yes Roofing`Material Comp Roof San 3 A 10.88 in A2 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 14.50 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1'Start 1.33 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.00 ft Wood Grade #2 Rafter Slope 240 '' PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End I F„ 135 psi To Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End I Emin 510000 psi Member Loading Summary Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.09 11.5 psf 11.5 psf PV Dead Load PV-DL 3.0'psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load LL/SL 112 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(GoverningLC TL 1 1 46.5 psf 49.8 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 Desi n Summa (per NDS Governing Load Comb I CD CL + CL - CF Cr D +S 1 1.15 1.00 1 0.42 1 1.2 <1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacltv DCR Load Combo Shear Stress 62 psi 1.3 ft. 155 psi 0.40 D + S Bending(+)Stress 1287 psi 8.0 ft. 1389 psi 0.93 D+S Bending (-) Stress -59 psi 1.3 ft. -589 psi 0.10 D + S Total Load Deflection 0.79 in. I L/220 7.9 ft. 1.44 in. I L/120 0.55 D+S CALCULATION OF DESIGN WIND LOADS:- MPI Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT"' Spanning Vents No Standoff Attachment Hardware Comp Mount Tvne C Roof Slope 240 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 Section6.5.6.3 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 u -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U` P(UP) -16.2 psf Wind Pressure Down 10.0 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 -252 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 50.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever ` Portrait 16" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -210 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 41.9% STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal MemberSpans Rafter Pro erties Overhang 1.32 ft Actual W 1.50" Roof System Pro ernes San 1 13.48 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 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 14.80 ft TL DON Limit 120 Vaulted Ceiling No PV i Start 2.25 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.50 ft Wood Grade #2 Rafter Slope 240 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 Em;,, 510000 psi Member Loading mary Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.09 11.5 psf 11.5 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load LL/SL 1,2 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC TL 1 1 46.5 psf 49.8 psf Notes: 1. ps=Cs*pf;Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1, I5=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF ' Cr D+S 1.15 1.00 1 0.41 1 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location CapacitV DCR Load Combo Shear Stress 63 psi 1.3 ft. 155 psi 0.40 D + S Bending(+)Stress` 1346 psi 8.1 ft. 1389 psi ? 0.97 D+S Bending (-) Stress -59 psi 1.3 ft. -576 psi 0.10 D + S Total Load Deflection 0.86 in. 205 8.1 ft. 1.48 in. I L/120 0.58 D+S CALCULATION OF DESIGN WIND LOADS MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT"' Spanning Vents No Standoff Attachment Hardware Como Mount Tyne C Roof Slope 240 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.6-11B/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 -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC D.W° 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure Up P(up) =16.2 psf Wind Pressure Down Wdownl 10.0 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 -252 Its Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR " 50.4% X-Direction " Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever Portrait 16" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -210 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR " 41.9% DocuSign Envelope ID:DODA7A35-31 DA-4950-A1 E8-B8A932A6610B ,�,! SolarG ty. Power Purchase Agreement Here are the key terms of your SolarCity Power Purchase Agreement Date: 1/17/2015 $0 12mOOO years System installation cost Electricity rate perk h Agreement term Our Promises to You ® We insure, maintain, and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the agreement. ® We warranty your roof against leaks and restore your roof at the end of the agreement,as specified in the agreement. ® The rate you pay for electricity,exclusive of taxes,will never increase by more than 2.906/6 per year. ® The pricing in this PPA is valid for 30 days after 1/17/2015. ® We are confident that we deliver excellent value and customer service. As a result, you are free to cancel anytime at no charge prior to construction on your home. Estimated First Year Production 7,086 kWh Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Salvatore Lipomi 59 Hemlock St 59 Hemlock St North Andover, MA 01845 North Andover, MA 01845 Options for System purchase and transfer: Options at the end of the 20 year terra: * If you move,you may transfer this agreement to the purchaser of your 0 SolarCity will remove the System at no cost to you. Home,as specified in the agreement. W You can upgrade to a new System with the latest solar At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. 0 You may purchase the System from SolarCity for its fair * These options apply during the 20 year tern of our agreement and not market value as specified in the agreement. beyond that term. . You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 3055 CLEARVIEW\A/AY, SAID! MAI EO, CA 94402 888.SOL.CITY ( 888.765.2489 I SOLARCITY.COM MA HIC 163572/EL-'l136MR Document Generated on 1/17/2015 ❑O ❑� 513117 DocuSign Envelope ID: DODA7A35-31DA-4950-A1E8-B8A932A6610B 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Salvatore Lipomi EXPLANATION OF THIS RIGHT. oocusigned by: 24. ADDITIONAL RIGHTS TO CANCEL. Signature: rs"bm ClpbtMl IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 1/17/2015 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 1/17/2015. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 1/17/2015,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: ��"`,'SolarClty.a Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agreement Date: 1/17/2015 0 0 Solar Pw,,er hichae Ag(mr.:ent version 8.3.0 513117 ' The Comiflotr►uealth ofma5sachmsetts Ilepartinent of lndustrialAceidents Office of Investigations X Congress Street,Suite 1#0 Boston,MA 02114-2017 survtw.mass.gov/iiia Wolrkers'Compensaiiou InsuranceAf;iidavit:Setilders/Contractors/Electrieians/Plumbetrs AA licatiatfti Inr ti Please Print Le ibt NaTnO(Business/Orgagizalion/Individual):SolarClty Cori _— Address: 3055 Clearview Way City/8t88-765-2489 Are you an employer?Check the appropriate;box: -_- Type of project(nquired): t.0 am a employer with _ 4• E) I am a general contractor and I amployees(full and/orpart-tithe).* have hired the sub-contractors EJ New construction2.Q I am a sale proprietor or partner- llsted on the attached sheet, 7. []Remodeling ship and have no employees These sab-contractor$have R, []Demolition working for me in any capacity, employees and have workers' 9. a Building addition [No Workers' camp, insurance. comp.insurance. required.] 5. We are a corporation and its 10.07 Electrical repairs or additions 3.❑ I ant a homcow c;r doing all'work ofcors have exercised their I LD Plumbing repairs or additiom thyself. [Aro workers' camp. diS-1a oexlemptW,Nor TAG � 12.E]Roof repair; anc insure required]t c. 1,52,§1(4),and we have no per Solar/PV employees. [No workers' �' �/ camp,insurance required] 4-Amy nppticaa than chocks box#f must also fill out the soaion below showing their workers'compensation policy lnfmrnat'ron. t liamenwners who submit this affidavit indicating they are doing all work and tben biro outsidts contractors must submit a riecv amdsvit indicaiiogsaeh. =Contractors that check ibis box must attached an Additional sheat showing titc num¢of the sub•contraciors and state whohcr or not thoseentities have employees. If the sub.contrietws kayo employees,dhay must provide their workers`wrap.policy number_ x arlr all employer that is prvuiding workers'compensation Insuranace for my enuployees. Below is lite policy Arid job site iirforrnatto n. Insurance Company Name:LibertV Mutual Insurance Co Policy,#or Soif-ins.Lic,#:rrWA766DO66265024 Expiration Date:9/1/15 Job Site Address � 1'%0City/Statelzip; A)0 r. C}Ver Attach a copy of the workers' compensation potiey declarationpage(showing the poliey number and expiration date). Faiilum to secure coverage as raquirM under Stiction 25A of MGA.i.., 152 can lead to tate imposition of criminal penalties of a fine tip to 31,500.00 and/or erne-year imprisonment, as well as civil penalties in the form of a STOP WORK 0i{D8R and a fine of up to 3250.00,a day against the violatar. He advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. .f do hereby cert&un iho palms anal penaltles of perjury ihof tine bt formadou prot4ded above is trice sari carred_ Si t3ture: hate: l S Pho t#; OfjUlal a se only. Do mall write In Aiv area,to 3e complead by city or town official City or Town: it erinifli,icer+se# � Issuing Authority(circle orae). 1. on of eatih 2.I%uilding Department 3.Cityl'Town Cleric 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ® WE(NNt0 VTVYYYI CFERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTEV OF INFORMAMN ONLY AND C0I0M9 NO RIGHTS URON THE CERTIFICATE 14OLMR, THIS CERTIFICATE 0090 NOT AFFIRMATIVELY OR NEGATIVELY AWND,EXTEND OR ALTER THE GOVERAGE AFFORDED LIY THE POLIMS a9LOW. THIS CeRTIFICATE OF INSURANCE DOES NOT IoNSTmiz_A CONTRACT RETWEEN THE ISSUING INSURER(S),AUTHIORM RF.PIRES8NTATIYE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMI' I?TA9T If Mo corttfl ate holder is an ko-WTigt2Al.1Nst)MO,thq pollcy(low)must by endarsud. If SUf3R!?pAT16N t5 tAiA xut3Ject to the wms mad cond!Itloft of the policy,ftestain POlIctes may require alt endoroament A statament on this cofVllcate do"not oonfur dulTIA to the c:erdAcatu holder to Ileu of Such cndursement(s), raaouccfl tI . . WOH gist&If1S1 R MC£Bt:RVICE9 Ffi4NE FAX 310 C.ALIC•ORMIRSIRF.ET,BtlRE 1950 f(W.N9.€+* . CAUFORNA LICENSE NO.0417153 SAN FRA4 CISCO;CA 9df04 - WBURER{$}Ar<F4N6�t6 COYEi1AtiE, NAIC N 9411301-STNV GAWJ 4b l5Wray{Aab,el rite lnsutanca fon4Jany14586 INSiJFtERA: - FNsuaeo INSURER a 1 uhaAy lnausnca calpa Ulw. 42404 Ph(654)00-5100 I�+suasac:41A NIA 5ala�GtYClJrpmatirsl m55 C1rwAaw Nlay INSurtta SwMaleo,CA 94402 - INs tlERr•: CfJVERACI*S 4'ERTifIS:ATt3 NUMBER: SF.A•002A4(044?.. M MSION NUMBER.-4 TH!5{S TO CSFIT!FY FlfAT TH6 AOLICIES OP 1NSUIZgNCE[ISTEP SELOIN HAVE BEEN ISSUED TO THE IMREP NAMPD ABOYR:FOR-f'lIE Pc)ucY FMCD INCNCATED. Hg71nATli&TANFI4NR ANY 47EQttlREINENT.TERM OR CC+NDITION OF ANY t;ONTId m OR OTHER DOCUME14T WITH RESPECT TO WHICH THIS CI5RT1FkC ATE MAY BE tSSUEtT t}R MAY PISRTl1iN,THC 1N8URANCE AFpUriOeb BY THE POLICIES DESCRI43Bd HEREIN 15 SUf4JEGT TO ALL THE TMIIM1S. EXGLUSitlN$AND CflPdRITJI�NS 4FSUCH P©LICI rS,LlthlT3 StlOV1�{W1Y HAVE BEeN RREEDUCED Ry PAID CLANS. — - )ilii ai►ikI RP ED ERF PLNSC Y G4ME!'r R TYPEflFJNSFfRANCE POLICY NUMB f� Cs6NERN.UJR7>0.tTY TB?-G61-0�6265-014 {1�IRf124t4 6�f 15I5 tAcHOGGiJkRBNCE •5 1.061��11� 'Rtu,1riQ1:9L.f�si+isfl 6 100,060 X COMMERCIAL 15�NERAL LIAOILITY i PJI£MIS>�a-Un f St!iol sol... clwxsi <wcr x UCCuR I , lafDOP(Asyy wperson}- s 18,400 1 ` ,PERSONALSADVJNJURY S !'� MNCRAI acGrt9GA,rE F t 2000,61111 GPXt AGGR[GATL-LM:T APPLIES PER. PRODUCTS•COMPIpP AGG F 2.0OO.6C6 X POLICY X 'PR°• 4' I (Ie011ct�lR S 2b,0A4 LOG A AUTnMosttLetaAJ3nJTY l AS2erl-06Fi26rdt4 a9h11l20i4 0�01l7U15 lr�tadom)IHGIEtNA1 5 i,4i00,440 1C�ANYAUfq ' `BODILYiNJURY(pwima—i f 1 :BODILY INJURY(PO,b-0-4)l S ` AUAUTOS B.KD AftAYERTYpAMAGE x `IaAUros 'x S UTNof+OvM1Ft) I CQ dDED s.. 51A100l51OIt0 4 x!Pero psnagtr uunaeT�A13As pr,CUR 4i j _EACHPDCURIteNCE 8 t®LCE99 rJA9 i �p(JUL1a_A1A05; 1 .AGGREGATE _ S ... P- - g .ylOtU(atsCDJaPEIlsa7JarJ WA7.60UIW?G524 09h?T B A 9t110!5 i WCSTAYG OTH. .Arlo EMPLOYER'J•LIAHILJTY :T48Y1S6f17 -:_ 6 ;AMY pF(pPRcET'(}RfPARiNErae:,SFCUriVO YIN N IWC7•G6f-44i&?fi5.634 4VJI} U4l0it161'k _p$,74t11{}15 1.0006BJ N MIA. £L pACdJACCIDENT �..5. B UFFFGCA+MEMIkSrtEXCLUUft7� �. iyjLDE f,TIBLE:$3riflAEO' 1,000.000 oundrtaryIn" E! piSEASE-EA1EMPLQYE. N .descnb&ioler 1Et DMEASE-VOLICYLINJTI Ji 1A00,000 '.. 4E5 OF !>E T(ONS bntow I DMCRIPr!RN OF OPERAn"fl I LOCATIONS I YEWLES tAtlarjj ACOW 141,Addltienal Renwrkli Scl"+K It MOR SP"e Is RIVI"011J ErnJenw Rr klsvralJbe. CERTIFICATE HOLDER Gppil�ELtATION 80wedy Caporatx n SHOU60 ANY 0?,TfIE ABOVE Oriae lata P4LLCIB8 BE CANCELL,Eb DEPORE YTa5PitmviiArYicr IHc CnPIfiATiOii a7A7$ iiw1�.E4`iF, --TICC WILL. SEE DELIVERED M San mawo,CA 94401 ACCCRRANce HATH THE POLICY PROVISIONSL AU"R 10RIL>=R R�NtrB�RTAT15tF of J1!n1s11 RISW 6 10muenre 50TVICes 0J 1998.2010 ACORD CORPORATION. All Wits res0rvail. AMID 26(2010105) Thu ACORD name and logo are registered marks of IAGOR13 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02 116 Dome Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 318/2017 DAN FONZI 24 ST MARTIN STREET BLD 2UNIT 11 -- ----- MARLBOROUGH, MA 51752 Update Address and return card.Mark reason for change. E] Address :] Renewal � Employment Lost Card -tDff:ce of Consumer Affairs&Business Regulation License or registration valid for individul use only -140311E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: (Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5190 Expiration: 31812017 Supplement Cerd Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI 3055 CLEARVIEW WAY SAN MATEO,CA 94402 Undersecretary Not valid without signature CS-101687 DANIEL D FONZI `' 15 KELLEY RID WILAVENGTON MA 01W7 _-._ 0911312016 NMEW OffiKe,J;j(I r/(("j ce 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. SCA v 0 20an-06W,a Address 1 Renewal Employment ( Lost Card r %�r: :�"c✓,aior n.rfu:c rr���r�( �t�rF:.rrr/ir✓."r.l/", ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation �. Registration: 168572 Type! 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION ASTRID BLANCO j 24 ST MARTIN STREET BLD 2UNI U �1 kt-BOROUGH, MA 01752 _ -- Undersecretary Not valid without signature