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HomeMy WebLinkAboutBuilding Permit # 12/10/2015 /S"' �AORTH BUILDING PERMIT 0, TOWN OF NORTH ANDOVER 0 APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received 0 4A AC US Date Issued: -------- IMV )—RYA—NT- Applicant must complete all items on this page TYPEOFIMPROVEMENT PROPOSED USE Residential Non- Residential [I New Building a ne family [I Addition El Two or more family El Industrial El Alteration No. of units: El Commercial 0 Repair, replacement El Assessory Bldg El Others: El Demolition El Other DESCRIPTION OF WORK TO BE PERFORMED: le.cJiliL f7e,,, v'),44S 4'7) rx�n4�-� c-�r- c,,Je,(-4'fii e�,I sker Identification- Please Type or Print Clearly OWNER: Name: ':L�e.v 71',rQ Ph.one: Address: Z�5 P,�, C ON, J// A FRAL" ARCH ITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.,BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COSTBASED ON$125.00 PER S.F. Total Project Cost: $ ibu(") F E E: $— 12- Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to arantyfund 77 u re �g 1 w Sicinature 6fcoritract Version#53.4-TBD ."'SolarCity November 25, 2015 RE: CERTIFICATION LEITER Project/Job #0183167 !<RDI � Project Address: Ing Residence c� tYo.5m? 0 Empire St Turnpike St North Andover, MA 01845G�8T6 AH] North AndoverorvA,. �`� SC Office Wilmington Ilk 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 - MP1A: Roof DL= 11 psf, Roof LL/SL = 35 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP1B: Roof DL= 11 psf, Roof LL/SL = 35 psf(Non-PV Areas), Roof LL/SL= 21 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 To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed by William A.Eldredge Jr. William A. Eldredge, P.E. Date::1450l05'00's 16:14:50-05'00' Professional Engineer T: 888.765.2489 x58636 email: weldredge@solarcity.com 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.corn Version#53.4-TBD 'SolarCity HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-iLandscape Modules'Standoff Specifications i Hardware X-X Spacing ` X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration "Uplift DCR MP1A 64" 24" 39" NA Staggered 67.7% MP1B 64" 24" 39" NA Staggered 67.7% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 48" 18" 65 NA Staggered 84.4% M1131113 48" 18" 65" NA Staggered 84.4% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1A Stick Frame @ 16 in.O.C. 340 Member Impact Check OK MP1B Stick Frame @ 16 in.O.C. 340 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearvievw Way Sari Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1A Member Properties Summary MP1A Horizontal Member Spans Rafter Pro ernes Overhang 1.32 ft Actual W 1.501, Roof Systern Proernes San 1 13.77 ft Actual D 9.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in A2 Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes San 5 I 98.93 In.^4 i Board Sheathing None Total Rake Span 18.20 ft TL Defit Limit 120 Vaulted Ceiling No PV 1 Start 4.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 17.25 ft Wood Grade #2 Rafter Slope 340 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End Fv 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi" 510000 psi Member Loading mary Roof Pitch 8/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.21 13.3 psf 13.3 psf PV Dead Load PV-DL 3.0`psf x 1.21 3.6 psf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load LL SL3'2 50.0 psf x 0.7 1 x 0.42 35.0 psf 21.0 psf Total Load(Governing LC I TL 48.3 Psf 37.9 Pcf 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 Desi n Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.32 1 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand I Net Impact Result Gravity Loading Check 843 psi 664 psi 0.79 Pass CALCULATION OF DESIGN WIND LOADS MP1A Mountina Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 340 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 I h 35 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 1.01 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)22.1 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.. Pressure Coefficient Down GC Down0.88 Fig.6-11B[C/D-14AJB Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure Up p„ -21.0 psf Wind Pressure Down 19.3 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' -339 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 67.7% X-Direction Y-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 -422 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 84.4% STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP1B Member Properties Summary MP113 Horizontal Member Spans Rafter Properties' Overhang 1.32 ft Actual W 1.50" Roof System Pro erties San 1 10.54 ft Actual'ID 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in A2 Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes San 5 I 98.93 in A4 Board Sheathing None Total Rake Span 14.31 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 4.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.67 ft Wood Grade #2 Rafter Slope 340 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 Emi" 510000 psi Member Loading mary Roof Pitch 8/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.21 13.3 psf 13.3 psf PV Dead Load PV-DL 3.0 psf x 1.21 3.6psf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load LL/SL 1,2 50.0 psf x 0.7 1 x 0.42 35.0 psf 21.0 psf Total Load(Governing LC I TL 1 1 48.3 psf 1 37.9 sf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)Pg; Ce=0.9,Ct=1.1,I5=1.0 Member De!!2!!Summa (per NDS Governing Load Comb I CD CL + CL = CF Cr D+S 1 1.15 1.00 1 0.41 1 1.1 1.15 Member Anal sis Results Summary Governin Anal sis Pre-PV Demand Post-PV Demand Net Impact Result GravityLoadingCheck 489 psi 387 psi 0.79 Pass CALCULATION OF DESIGN WIND LOADS MP1B Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount'"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 340 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.6-116/C/D-14A/B Mean Roof Height I h 35 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 1.01 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 22.1 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC W" 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh (GC) Equation 6-22 Wind Pressure Up „ -21.0 psf Wind Pressure Down 19.3 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 -339 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 67.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Confi uration Portrait Staggered Max Standoff Tributary Area Trib 22sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -422 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR 84.4% DocuSign Envelope ID:58E6AF52-5AC1-4A4B-9805-89BE114CC90A SolarCity Customer Name and Address Installation Location Date Tieu Ing 25 Empire Drive 11/21/2015 25 Empire Drive North Andover,M,A 01845 North Andover,MA 01845 Here are the key terms of your Power Purchase Agreement 12900c 20yrs System installation cost Electricity rate g kWh Agreement Tgjm Initial here tial here DS The SolarCity Promise , ®We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement ......... .......... ............. Initial here ®We warrant all of our roofing work. DS ®We restore your roof at the end of the Agreement. ®We warrant,insure,maintain and repair the System. ..._.............::.... ............_............._....._. ::............................... Initial here. ®We fix or pay for any damage we may cause to your property. ®We provide 24/7 web-enabled monitoring at no additional cost. •The rate you pay us will never increase by more than 2.90%per year. ®The pricing in this Agreement is valid for 30 days after 11/13/2015. Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing ! Term: ®At certain times,as specified in $o ®SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. $0 ®You can upgrade to a new System with ®These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection contract. not beyond that term. $0 ®You may purchase the System from Est.first year production SolarCity for its fair market value as 6,774 kWh specified in the Agreement. ®You may renew this Agreement for up to ten(10)years in two(2)five(5)year increments. 3055 Clearview Way, San Mateo, CA 94402 1 888,165.2489 1 solarcity.com 1307314 Power Purchase Agreement,version 9.1.0,November 11,2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 11/13/2015 [oil 10 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID:58E6AF52-5AC1-4A4B-9B05-89BE114CC90A 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Tieu Ing EXPLANATION OF THIS RIGHT. Docusigned by: n,- 24. ADDITIONAL RIGHTS TO CANCEL. Signature: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 11/21/2015 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 Customer's Name: 11/13/2015. If you don't sign this PPA and return it to us on or prior to 30 days after 11/13/2015,SolarCity reserves Signature: the right to reject this PPA unless you agree to our then current pricing. Date: Power Purchase Agreement SolarCity approved Signature: Lyndon Rive, CEO Date: 11/13/2015 Power Purchase Agreement,version 9.1.0,Novernber 11,2015 1307314 Tire Commonivealth of Massachituto Deparloven ir of In dristrial A re"en Is Ofjr'--e oftavestigadons I Congress Street, Sulie 100 Boston,MA 02114-2017 wwminoss.govldia Workers'Compensaflon Insurance Affidavit: lectricians/Plumbers Please Print Legib NaMO(flusivicss/Orguizationtindiyidual); SolarCity Corp. Ad&oss: 3055 Clearview Way City/State, Zip: San Mateo CA. 94402 Pboxie#:888-765-2489 Are you an employer?Check the appropriate box; Type of project(reqfl imd): 1.Z1 am a employer with 5,000 4. El I am a general contractor and 1 employee 6. E]Now constmetiou q(full and/or part-time),',' have hired the sub-contractors listed o7m n the attached sheet. . n Reodeling 2, 1 am a sale proprietor or partner- ship and have no employees These sub-wntraotors have 8. (3 Demolition -working for me in any capacity. employees and have workers' LWo mor'kers' camp,insurance comp.Wuran".1 9. E]Building addition required.) 5. E] We are a corporation and its 10.[]Electrical repairs or additions 3. I am a-homeowner doing all work officers have exercised their J 1,E]Plumbing repairs or additions inybo ftlo wcjrkers' camp. right of plarf—I 12-El Roof repairs insurance required,]t c. 152, §1(4),and we have no Solar/PV employees.fWo workers' camp, insurance required.] *Any applicant that 0cckibDx#1 must also file out the section be)awshowing their inlitnination. Homeowners who submit this affidavit indleatiii9they are doing all mrkand then hireoutsid;rantrwarg must submit Hnew OrWavit indicating such. 3Contmowni that check this box must atintiod an additional sheet showing the name of sub-contractors and state wilicilitror not thostcatilics have employees. If the subcontractors have employees,they must provide their workers'comp policy number. lam air employer that is providing workers'conipetisatioll,instirmicefor rity employees. Belo;15,the policy and job site information. Insurance Company Name, Zurich American Insurance Company Policy#or SOF-ins.Lic,-fl: WC01 82015-00 Expiration Date: 9/1/2016 Dz 5 -M � Job Site Address-. 5 L/>i- city/state/zip: A ifitch a copy of the workers' compensation policy 4echiration page(sit owing 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 51,500.00 and/or one-year imprisonment,as well as civil penalties In the form of a STOP WORK ORDER and a fine of up to$250.00-a day against the violator. Be advised that a copy of this statement may be flenvarded to the Office of Investigations of the DIA for insurance coverage verification, I do hereby ecrytrJ (lie pains andpenaldes qfperjury f1rat the ieermailow provided above is true and correct ""Y ee" Y e pai" rL o"a�r Si 'natu Date: " _ phgne ff" Of,rictal uuso ont v. tin trot ivrile in this area,to be campleted by CIO,Or taivr.offieW City or Town: Pormit/License 9 Issuing Authority(circle one): 1.Board of 11callh 2,Building Department 3.City/Town Clerk 4,Electrical inspector 5,Plumbing Inspector 6.other Contact Person, Phone 6; ACOR CERTIFICATE OF LIA ILIT'Y INSU NCE DW172015DrYYY) H THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT SETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE.OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK& INSURANCE SERVICES Np `- - - NAME: ..... ._... ... .._._._. FAX.. .... ... -_.-_....---- -- 345 CALIFORNIA STREET,SUITE 1300 .141q,NO- ......._ ......._ .._......_-...... CALIFORNIA LICENSE NO.0437153 r=-MAIL SAN FRANCISCO,CA 94104 _AoQ'RaSS:. ..... ............. ... ..... .. ... ........ -.. ..-__. .. Attn:Shannon Scott 415-743-6334 996301-STND-GAWUE-15.16 _ INSURER,A;Zurich AmerjcanInsurance Company :16535 INSURED INSURER$ NtA NIA Solarcity Corporation + .. .... 3055 Clearview Way INSURER C:NtA 'NIA San Mateo,CA 94402 tNSURERo:American Zurich Insurance Company A0142 INSURER E:............. .,+..._..._. . INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002713836-08 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUfREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE: MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ILS 1 TYPE OF INSURANCE TAPDL5l1tTR- - POLICY NUMBER I MM DDM-YY MMiDDIYYYY 1 - LIMITS A X COMM6RCfALGENERALLIABILiTY jGLOO16201600 09/0112015 !09/0112016 EACH OCCURRENCE $ 3,60D,000 DAMAGE TO RENTED CLAIMS OCCUR PREMISESIEaoccur{enceT *S ..- 3,000,000 , - X SIR:$250,000 MED EXP(Any one person) S 5,000 i .-.._................._....__._. i PERSONAL&ADV INJURY....._.5.. _...._.. ...._-_000,000_ ' GEN'LAGGREGATE LIMIT APPLIES PER I I ! GENERAL AGGREGATE _ - PRO- � 6,000,006 F X i POLICY ;!ECT ;... .t LOC ' PRODUCTS-COMPIOP AGG $,. . . . .6,000,000 ! --._...—.._........ .... ....... . .. .. .... OTHER 8 A AUTOMOBILE LIABILITY 'BAP0182017.00 ;091012015 09101/2018 COMBINED SINGLE LIMIT $ 5,000,000 X :ANY AUTO -BODILY INJURY(Per person) ';3 I ALL OWNED _ SCHEDULED _... ...._.. _ X X BODILY INJURY(Per accident} F ,.. . AUTOS r.... AUTOS.... NDN.OWNED AGE X HIRED AUTOS F h. AUTOS ..... _.. _....._. .._ 1 -- COMPICOLL DED- :$ $5.000 UMBRELLA LIAB `OCCUR I EACH OCCURRENCE $ i ; EXCESS LIAB CLAIMS MADE i ! AGGREGATE 4 DED RETENTIONS i fi Q 'WORKERS COMPENSATION WC0182014.00(AOS} 09101!2015 0910172016 X ;PER 0TH- IAND EMPLOYERS'LIABILITY L-.-.�__TA.TUT; ........ A YIN :WC0182015.00 MA :0910112015 09!0112016 ZANY PROPR€ETORIPARTNERIEY.ECUTIVE - ( ) : E.L EACH ACCIDENT $ 1.00(},000 OFFICERWEMBEREXCLUDED? ;NIA; F- -------.._....._..... .. ....I. . . (Mandatory in NH) SWC DEDUCTIBLE:$500,000 E.L DISEASE.-EA EMPLOYEF 5 _ 1000,000 If D�SCRIPTlONdescribe tO FOPERATIONS Odour I E L DISEASE-POLICY LIMIT 1 5 1.000,000 i i DESCRIPTION OF OPERATIONS I LOCATIONSI VEHICLES (ACORD 101,Addjtlonal Ramarks Schedule,may be attached If more space Is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION SDIafCitIrCorporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Ciearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Manniolejo . ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014104) The ACORD name and logo are registered marks of ACORD rte`'/ (-" 6 0(()(Y(/M l' =AX01141�"CX/I/JCOJ 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 Address and return card.Marc reason for change. SC, 3 0 `0I M-0,_1 Address I--] Renewal %! Employment (—j Lost Card �Jffice 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 Parte Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION ASTRID BL.ANCO 24 ST MARTIN STREET BLD ZUNI �s ��— K1lAkt.BOROUGH, MA 01752 — ._..-__- -_-_.__.-- Undersecretary Not valid without signature Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Horne Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 31812017 DAN FONZI — ---- -- —�. -- 24 ST MARTIN STREET BLD 2UNIT 11 — — ------ MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. [� Address L-] Renewal 7 Employment Lost Card --Office of Consumer Affairs&.Business Regulation License or registration valid for individul use only -l-l£7ME IMPROVEMENT CONTRACTOR before the expiration date. 3f found return to: Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 302017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI 3055 CLEARVIEW WAY SAN MP.TEO,CA 34402 undersecretary Not valid without signature t CS-1 D1687 DANIEL D FON4 15 KELLEY RD = �.�......�.. .. � .as .,-. 09/1312016