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HomeMy WebLinkAboutBuilding Permit # 8/1/2016 BUILDING PERMIT poRrH TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: & Date Received to lssued:`/�� 4F l/ ,q/t167— ACNns Da �' Lh3PORTANT:Ap Ecom must complete all items on this page 'LOCATION 260 Candlestick Road Print t PROPERTY OWNER Yao Fei&xiaosvei Sun ) - r - Prink Yea!Nor, MAP V PARCEL: � �ZONING DISTRICT: Historict yes ! no Machip Village yes ' no; [MPROVEMENT PROPOSEDUSE Re dentia) Residential D New Building One family D Addition D Two or more family D Industrial D Alteration No.of units: ❑Commercial ❑Repair,replacement- 0�4ssessory Bldg ❑ Others: ❑Demolition _ Other Solar Installation - _epti- fW I .. loadpla+n. LWetrands ilVatershe•'Disic � t Wa er•- ew (� _ DESCRIPTION OF WORK TO BE PERFORMED: tnstallation of an interconnected rooftop-pY, F 14 panSly(�5k}q[} (b� + Identification-Please Type or Print Clearly ,- OWNER: Name: 1/a F>x x _;a n Phone:976-687 0596 Address: 260 Candlestick Road Nanh Andover A 07845 Contractor Name: Stephen A Kellv,Sunrun Inc -Phone: 978-793-7227 Email: iason boardman(a)unrun com Address: 200 Research or,Wilmington MA 01887 Supervisor's Construction License:CS-040622 Exp. Date: 811/17 Horne Improvement License: 178937 Exp. Date:6/2/18 ARCHITECTIENGINEER Paull(Zacher Phone: 916-961-316o Address: 8150 Sierra College Blvd,Ste 150,Roseville CA 95661 Reg.No, 50100 FEE SCHEDULE BULDING PERMIT:$1200 PER$1000.00 OF THE TOTAL ESTIMATED COST RASED ON$125.00 PER S Total Project Cost:$ 10523.15 FEE:$ Check No.: 06� Receipt No.: NOTE Persons contracting with unre catered contract rs do ngt have mess fo a gum anty fund RI-1hilef.Anant[Ouvnar S+nna�renf�nrifr'artnr '1 Town of '00IRT11 qAndover No. Ibl— 24 Q h " ver, Mass, 06 01 2&16 �l„q °agreo�QF,`'C9 S U BOARD OF HEALTH Food/Kitchen rr*6ERMIT T ILD+� y� i` Septic System ../, THIS CERTIFIES THAT.:i1QQ..• ., ,t/..4P 110.R#„*101001„�,,,,�N'�,,,,,,,,,,,,,,,,,,,, BUILDING INSPECTOR has permission to erect ..........buildings on Z.C40... .111 f f Foundation E� 1 Rough to be occupied as .�'F...�{�/(....L .. ..�j�......,.�.�.. �..5..........! �.W 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 16 MONTHS ELECTRICAL INSPECTOR UNLESS CO STTION S Rough Service .... ........... .... ... ....... ... Final BUIL PEC R GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises—Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Der. ;DocuSign Envelope ID:B511AA04-05CO-4B45-BF34-FDC6ECAC668A OWNER'S AUTHORIZATION FORM For Permit Application(s) The sole purpose of this form is to provide Sunrun, Inc. with the necessary permission from the Owner to file permit application(s)for such project work as agreed upon between the Owner and the Owner's Authorized Company and its designated subcontractors. Owner's Name: "d Yao Solar Proje dd G; 7-&C) Cad S ,C /YJ-ddlrJtr) MA Signature: q" F Owner's Authorized Company:Sunrun, Inc. Company's Address:595 Market St 29th Floor,San Francisco,CA 94105 Affiliation:Contractor Applicable License: State:MA I STRUCTURALEH61HEERS July 28,2016 Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA 92618 Subject:Structural Certification for Installation of Solar Panels Job Number:2016-11035 Client:Fred Yao-222R-265SUN Address:260 Candlestick Rd,North Andover,MA 01845 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc.. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: •Composition Shingle over Roof Plywood is supported by 2x10 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 20 degree and have a maximum projected horizontal span of 9 it 3 in between load bearing walls. Design Criteria: •Applicable Codes=780 CMR,ASCE 7-05,and NDS-05 •Ground Snow Load=50 psf •Roof Snow Load=34.7 psf ARRAY 1 '.. •Roof Dead Load=8.5 psf ARRAY 1 •Basic Wind Speed=100 mph Exposure Category C As a result of the completed field observation and design checks: '.. •ARRAY 1:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the 780 CMR, SX OF&,A g If you have any questions on the above,do not hesitate to call. PAULK, ZACNER Prepared By: OST PZSE,Inc.-Structural Engineers No.50100 L Roseville,CA ''�`"''�" SIONAI.E�G� 1 Of 1 3i5`_r��t ^=5 �.,K,-�r�, .___e• Rosenq'%(p-9-6A! e9-'36',390 s • _916 961 391 atm STkUfTURAL ENGINEERS July 28,2016 Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA 92618 Attn.:To Whom It May Concern re:Job 2016-11035:Fred Yao-222R-265SUN The following calculations are for the structural engineering design of the photovoltaic panels located at 260 Candlestick Rd,North Andover,MA 01845.After review,PZSE,Inc. certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above,do not hesitate to call. SN OF M1SSH Prepared By: PAULK. cy PZSE,Inc.-Structural Engineers o Cm � STRURUCTUR RAI u, Roseville,CA Na50100 �FSSjONAIL 1 of 5 Gravity Loading Roof Snow Load Calculations as=Ground Snow Load= 50 psf C,=Exposure Factor= 0.9 (ASCE7-Table 7-2) C, Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= 1 p,=0.7 C,C,I p, 35 psf (ASCE7-Eq7-1) where p,<20 psf,F,min=I x pg= NIA min snow load(mot slope 11! where pg>20 psf,F,min=20 x I= NIA min snow load(roof slope<1! Therefore,p,=Flat Roof Snow load= 35 psf p:=Cdh (ASCE7-Eq 7-2) Cs=Slope Factor= 1.000 ARRAY 1 Ps=Sloped Roof Snow load= 34.7 psf ARRAY 1 PV Dead Load=3 psf(Per Sunrun inc.) Roof Live Load= 19.83 psf ARRAY Note:Roof live load is removed in areas covered by PV array. Roof Dead Load ARRAY i Composition Shingle 4.00 Roof Plywood 1.50 2x10 Rafters @ Wo.c. 1.90 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) '.. Miscellaneous 0.60 Total Roof DL ARRAY 1 8.0 net DL Adjusted to 20 Degree Slope 8.5 psf '.. 2of5 Wind Calculations Per ASCE 7-05 Components and Cladding nput Variables I Wind peed 100 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 20 degrees Mean Roof Height 14 It Building Least Width 30 ft Effective Wind Area 10.8 sf Roof Zone Edge Distance,a 3.0 it Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*VA2*I (Eq_6-15) Kz(Exposure Coefficient)=0.85 (Table 6-3) Kzt(topographic factor)= 1 (Fig.64) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)=100 mph Importance Factor=1 (Table 6-1) qh= 18.50 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.70 -2.60 0.50 Uplift Pressure= -16.63 psf -31.37 psf 48.00 psf 9.22 psf Max Rail Span Length= 4.0 it 4.0 ft 4.0 ft Longitudinal Length= 2.7 it 2.7 ft 2.7 it Attachment Tributary Area= 10.8 sf 10.8 sf 10.8 sf Footing Uplift= -179 lb -337 lb .5161b Standoff Uplift Check Maximum Design Uplift=-516 Ib Standoff Uplift Capacity=70C=ib 700 It,capacity>516 Ib demand Therefore;GK Fastener Capacity Check Fastener= Sri^ inch Number of Fasteners= Minimum Threaded Embedment Depth=2.5 Pullout Capacity Per Inch=205 Ib Fastener Capacity=820 lb 820 to capacity>516 Ib demand Therefore,DK 3of5 Framing Check ARRAY 1 PASS w=62 pit Dead Load 8.5 psf PV Load 3.0 psf Snow Load 34.7 psf 2x10IRafters @ 16'o.c. Member Span=9'-X Governing Load Comb, DL+SL Note:Attachments shall be Staggered. Total Load 46.2 psf Member Properties Member Size S(in'3) I(inA4) Lumber Sp/Gr Member Spacing 200 21.39 98.93 SPF#2 @ Wo.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment=(wLA2)18 =658.831 ft# =7905.98 in# Actual Bending Stress=(Maximum Moment)(S =369.6 psi Allowed>Actual•-29.1%Stressed--Therefore,OK Check Deflection Allowed Deflection(Total Load)= L 120 (E=1400000 psi Per NDS) =0.925 in Deflection Criteria Based on = Simple Spa- Actual Deflection(Total Load) _ (5'w'LA4)t(384'E'I) =0.050 in =U2220 < U120 Therefore OK Allowed Deflection(Live Load) = L180 0.616 in Actual Deflection(Live Load) _ (5`w`04)1(384'E'I) 0.056 in U1983 < U180 Therefore OK Check Shear Member Area=13.9 in12 Fv(psi)=135 psi (NDS Table 4A) Allowed Shear=Fv'A =1873 Ib Max Shear(V)=w'L/2= 285 Ib Allowed>Actual--15.31 Stressed-•Therefore.OK 4 of 5 Lateral 780 CMR Existing Weight of Effeoted Building Level Area Weight(psf) Weight(lb) Roof 1140 sf 8.5 psf 9690 Ib Ceiling 1140 sf 6.0 psf 6840 lb Vinyl Siding 136 it 2.0 psf 3808 Ib (14'Wall Height) Int.Walls 136 it 6.4 psf 12186 Ib Existing Weight of Effected Building 32524 lb Proposed Weight of PV System Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 330 sf Approximate Total Weight of PV System 990 lb 10%Comparison 10%of Existing Building Weight(Allowed) 3252 Ib Approximate Weight of PV System(Actual) 990 lb Percent Increase 3.0% 3252 lb>990 lb,Therefore OK 5of5 The Commonwealth of Massachusetts DeTartuteut of Industrial Accidents 1 Congress Street,Suite 100 _ Boston,MA 02114-2017 r ,y Ivwtv.utassgouldia Aworkers'Compensation Insurance Affidavit:Builders/Contractors/Elech*icians(Plumbets, TO BE TILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Nagle(BusinesstOrganizationtlndividual):Sunrun Installation Services,Inc. Address:775 Fiero Lane,Suite 200 City/State/Zip:San Luis Obispo,CA 93401 Phone#:978-549-9438 Are you an employer?Cheek the appropriate box: Type of project(required): i.[Z]I am a employer with 35 employees(fail and/or part-time)3 Z ❑New construction 2F�I me a sole proprietor or partnership and have no employees working forme in $.F1 Remodeling any capacity.(No warkers comp.insurance required.) 4. n Demolition In I am a homeowner doing all work myself INo workers'comp insurance required.) 10 E]Building addition 4.❑I am a homeosmm and will be hiring contractors to conduct all work on my property.I will ensure that all contractors either have workers=compensation insurance or are sole I I.Q Electrical repairs or additions , proprietors with no employees- 12.Q Plumbing repairs or additions 5 Q I am a general contractor and I have hired the sub-contractors listed an the attached shut I3.F1 Roof repairs These sub-contractors have employees and have workers'comp.insurance.! 14. Other Rooftop Solar 6.❑we are a corporation and its officers have ese-rcised their right of exemption per MGL c. 152,§I(4),and we have ne employees-iNo workers'eamp.insurarce required] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew 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 employes,they most provide their workers'comp.policy number. I atn an employer that is providing workers'cotupensation insurmtce for my employees.Below,is the policy mid job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins.Lie.#:WC013696001&WC013696101 Expiration Date:10101!2016 C Job Site Address:260 Candlestick Road City/State/Zip:North Andover MA 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 form of a STOP WORK ORDER and a fine of up to$250.00 a '.. day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance '.. coverage verification. I do hereby certify ander the pains und penalties of perjury that the information provided above is trite and correct. Signature t4 Date: t Phone#'978-548-9438 Official use only. Do not write in this area,to be completed by city or town official. Citv or Town: PermitfLice-nse# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityrrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: DATE IMMIOU,YYYY) ,�►`R o CERTIFICATE OF LIABILITY INSURANCE larszol5 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 BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(fes)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), CONTACT PRODUCER NAME: Arthur J.Gallagher&Co.Insurance Brokers of CA. PHONE .415-546-9300 FAX e.415-536-8499 1255 Battery Street#450 EMAIL San Francisco CA 94111 ENSURERS AFFORQiNG COVERAGE NAICN INSURER A:Zurich American Insurance Com an 16535 INSURED SUNRINC-01 INSURER B: Sunrun Installation Services Inc. INSURER C: 775 Fiera Lane,Suite 200 INSURER D: San Luis Obispo,CA 93401 INSURER E: INSURER P: COVERAGES CERTIFICATE NUMBER:944362624 REVISION NUMBER: 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 REQUIREMENT,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. POLICY EFF P011CY EXP ILTR TYPE OF INSURANCE INSO WVD l POLICY NUMBER MAYOOtYYYY M tOD(YYYY LIMITS COMMERCIALOENERALLIASILITY I i EACH OCCURRENCE S DA GE TO RENT CLAIMS-MADE❑OCCUR PREMISES Ea occwrelx-e S MEOEXP{Anyone Parser) 5 PERSONAL&ADVINJURY S G£IJ'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JPER0. LOC ! PRODUCTS-COMP/OPAGG 5 OTHER: $ O $ AUTOMOBILE LIABILITY Ea acGtleM ANY AUTO BODILY INJURY(FW p l—) S AUTOSNEDAUTOSULED BODILY INJURY(Pet auidmt) $ HIREDAUTOS NON OMED PB acGda+11 AMAGE S AUTOS j 5 UMBRELLAUAB OCCUR I EACH OCCURRENCE S EXCESS LIAR El CLAIMS MADE AGGREGATE S DED RETENTIONS $ A WOR HERS COMPENSATION Y WC0116,100, 0/1/2015 t0/1t2016 X STATUTE �RH A AND EMPLOYERS LIABILITY YIN 1NCU13696T01 0!1!2015 10/112016 ffIC ANY PRO_ETORIPARTNERIEXECUTIYE E.L.EACH ACCIDENT $1000,000 (ManJatoty 1,NH)EXCLVOED'! ❑3NtA + EL-DISEASE-EA EMPLpYE 51.000,000 If yyxa dssuibe urttler DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1.000,0{:0 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,AtldHicnal Remarks Schedule,may De atfachetl H more space is regaireC) WC013696001-$25,000 Deductible;WC013696101-FL,Hl,MA,NJ,NY,OR,VA,WI only. Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main St North Andover MA 01845 USA AUTHORIZED REPRESENTATIVE 62 n ©1986-2014 ACORD CORPORATION,All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD --*Ii® DATE IMM/DDM"YY) AC �./..1R0 CERTIFICATE OF LIABILITY INSURANCE 1c,alrols 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 BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)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). CONTACT PRODUCER NAME: MARSH RISK&INSURANCE SERVICES PHONE FAX 345 CALIFORNIA STREET.SUITE 1300 AtCN.E CALIFORNIA LICENSE'40.0437153 E-MAIL ADDRESS: SAN FRANCISCO,CA 94104 INSURERS AFFORDING COVERAGE NAIC# 104960339-STND-GAX-15-16 INSURER A:James PtIv InsUra Company 12203 INSURED INSURER B:IVA NIA SUnnm Installation SeM—,In., Houston GasUe' Cam an 42374 and REC War,Inc. INSURER c: ty R y 775 Forc Lare,SURe 200 INSURER Q: San Luis Obispo,CA 93401 WSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002994222-03 REVISION NUMBER:5 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 REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH 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. INSR TYPE OF INSURANCE N—SUBR POLICY NUMBER MMIDCD YYYY MM�tbDeYYEYXI^( LIMITS LTR A X COM 15RCIALGENERALLIABILITY WN41241 10101f2015 10A)I12016 EACH OCCURRENCE 8 1,000,000 TO FEN CLAIMS-MADE ITIOCCUR PRESSES-IF—T o $ 300000 MEDEXP(A""A person) $ 10,000 PERSONAL&ADVINJURY $ 1,100,000 GEN'L AGGREGATE LIMIT APPLES PER: GENERALAGGREGAT'E $ 2,000,000 X POLICY E JECT (_J LOC PRODUCTS-COMPIOPAGG $ 2,000,0190 X OTHER HostL'Uor UBWit' TOTAL POLICY LIMIT $ 10,000,000 1 OMeINED EINGt LIMIT S AUTOMOBILE LIABILITY l Ea axldsnl ANY AUTO 1 90011Y INJURY(PI,person) $ RLL 04VNEDSCHEDULED e0D1LYiNJURY(Peracciowt) 5 AUTOS AUTOS NON-OWNED PROPERTTYIDAMAGE, S HIRED AUTOS I AUTOS 5 C UMBRELLA LIAR X OCCUR H15XC5023203 109112015 10(1112016 EACH OCCURRENCE $ 10,000,000 X EXCESS LIGtAiA15-MA0£ AGGREGATE $ 10.000,000 CED RETENTION$ 1S WORKERS COMPENSATION ISTATUTS I URS AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNE—ECUTIVE YIN I E L.EACH ACCIDENT S OFFICERIM£MBER EXCWDED'! (Mandatory in NH) E .DISEASE-EA ENIFLOYEd$ If yes,desasbe o.- DESCRIPTIONOFOPERATIONSCeIaw E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 1St,Adtlllianal Remarks Schedule,may be adachetl @more space is reAuiretl) Re'Permitting within F uWidioa. CERTIFICATE HOLDER CANCELLATION Towsof MAndover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 120 Main SUaei THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN North Andover,MA 01845 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Rlsk&Insurance Bowl— Stefan Szulc ------�--- OO 1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD AE A.Fw 40IYumbl. 0804-2020 08•A1�j 5 /x �K t ;W6W.4 19 ak%M 1, 'y11` w x KELLY STEPE40 A ,noar41ia»� 18 PAT44txAlAl X STgM80A.,MA 02100•2824 V r,ero my-+n sazx ax,�a�-xsamw+l ... Board of Bufldlnq Regiaiatlorl.s anal 3t am�,.dards w�cansa CS-040522 ...s�—Ojll(l R,+W,/l&0! e, STEPHEN A KELLY 18 PARKWAY ROAD STONiEHAM MA 02190 � 41.7 if'lP'i(IfII _. mm sionel 084 0112 0 1 7 he R Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration Registration: 178937 Type: Supplement Card Expiration: 612!2018 SUNRUN INC. _ STEPHEN KELLY 595 MARKET ST 29TH FL SAN FRANCISCO,CA 94105 ---- Update Address and return card.Mark reason for change. Lj Address [:],Renewal `1 Employment i_Lost Card ec or Consumer Affairs&Business R g laiion License or registration valid for individual use only before the expiration date.If found return to: —HOME IMPROVEMENT CONTRACTOR _, Office of Consumer Affairs and Business Regulation Registration: 178937 Type: 10 Park Playa-Suite 5170 Expiration: 602018 Supplement Card Boston,MA 02116 SUNRUN INC. STEPHEN KELLY 595 MARKET ST 29TH FL i SAN FRANCISCO,CA 94105 U i r e¢tarp Not valid without veliature SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS FPAGE# DESCRIPTION SYSTEM SIZE:5035WDC,4560WAC • ALL WORK SHALL COMPLY WITH 2014 NEC;20091BC,MUNICIPAL CODE,AND SE SERVICE ENTRANCE SOLAR MODULES COVER SHEET MODULES:(19)CANADIAN SOLAR:CS6P-265P ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. # RAIL SITE PLAN INVERTER(SK + PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2014 NEC. LAYOUT (19)ENPHASE ENERGY:M250-60-2LL-S2X . ELECTRICAL SYSTEhA GROUNDING WILL COMPLY WITH 2014 NEC. MP MAIN PANEL RACKING:SNAPNRACK SERIES 100 UL;FLASHED L FOOT. pHOTOVOLTA(C SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY .-a i o ELECTRICAL SEE PEN DOI. GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35.MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB-PANEL `STANDOFFS& . SIGNAGE I • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. FOOTINGS + RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. + CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(E)AND 2012 LC PV LOAD CENTER CHIMNEY IFC 605.11.2. • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.23 AMPS MODULE SHORT CIRCUIT CURRENT. SM SUNRUN METER _ ATTIC VENT • 14.42 AMPS DERATED SHORT CIRCUIT CURRENT(690.8(a)&690.8(b)). FLUSH ATTIC VENT PM DEDICATED PV METER ,4p�IN QF4114 PVC PIPE VENT PAUL K. INVERTERS)WITH ZACHER m METAL PIPE VENT INV INTEGRATED DC � STRUCTURAL m DISCONNECT AND AFCI T-VENT No.50100 AC AC DISCONNECT(S) T SATELLITE DISH SStpryAtEN DC DG DISCONNECT(S) FIRE SETBACKS D For Structural Only Fc—B—] COMBINER BOX I HARDSCAPE F_—1 INTERIOR EQUIPMENT —PL— PROPERTY LINE �■ ■ IE J SHOWN AS DASHED SCALE:NTS sun (Y■ A AMPERE AC ALTERNATING CURRENT #180120 AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION DC DIRECTCURRENT (E) EXISTING EXT EXTERIOR CUSTOMER RESIDENCE: FRM FRAMING FRED YAO INT INTERIOR 260 CANDLESTICK ROAD LBW LOAD BEARING WALL NORTH ANDOVER MA 01845 MAGMAGNETIC MSP MAIN SERVICE PANEL TEL,1978rsm-ossa APrvx:+osn 2 (N) NEW PROJECT NUMBER: NTS NOT TO SCALE OC ON CENTER 222R-260SUN PRE-FAB PRE-FABRICATED DESIGNER; (�Q3}wz-zsas zeo ce»a�sr�ca ea PSF POS PER SQUARE FOOT DAN PRESSMAN PV PHOTOVOLTAIC TL TRANSFORMERLESS DRAFTER: TYP TYPICAL R-BIEL V VOLTS W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET A REV:A 7Y27l2016 PAGE PV-1.0 120/240 VAC SINGLE PHASE SERVICE •MAX 16 MICRO-INVERTERS PER BRANCH CIRCUIT .MULTIPLE BRANCH CIRCUITS IN PARALLEL METER#: .ENPHASE MULTI-PIN CONNECTORS-1ST AC CONNECTOR AT M NATIONAL GRID 13445028 EACH BRANCH CIRCUIT IS A SUITABLE DISCONNECTING MEANS. (N)60A ENPHASE •DO NOT DISCONNECTICONNECT UNDER LOAD UTILITY AC COMBINER BOX GRID [WITH(3)PRE-INSTALLED // �/ •/ CANADIAN SOLAR:CS6P-265P supaLv sloE TAP 24A PV BREAKERS AND 1( ,/t +$ / ENPHASE ENERGY: � .�{MODULES ENVOY COMMUNICATION �j M250-60-211_-S2X r4 GATEWAY] -- (19)CANADIAN SOLAR: CS6P-265P AND l� EXISTING 200A (N)LOCKABLE _ _ MICRO-INVERTER PAIRS _ (1)BRANCH OF MAIN BREAKER BLADE TYPE (N)LOCKABLE (,N)SUN RUN (10)MICRO-INVERTERS r FUSED BLADE TYPE CENTRON 4G (1)BRANCH OF AC DISCONNECT AC DISCONNECT METER JURUTION Sox OR EQUIVALENT (9)MICRO-INVERTERS EXISTING _3 i 3 —3 —2 1 ` L200AE _ �� ^ MAIN 'FACILTYPANEL LOADS SQUARE D 250V METER SQUARE D DU221RB SOCKET 20A BREAKER(A) D222NRB 3R,30&2P 125A CONTINUOUS 20A BREAKER(B) 3R,60A 120/240VAG & 120r240VAC 2 O METER 200A,FORM 2S CONDUIT SCHEDULE NOTES TO INSTALLER: 1. INSTALL NEW 64 AMP ENPHASE AC COMBINER BOX WITH(3)PRE-INSTALLED # CONDUIT CONDUCTOR NEUTRAL GROUND 20A BREAKERS. /I► /�� (2)12 AWG ENGAGE CABLE (1)12 AWG ENGAGE CABLE (1)12 AWG ENGAGE CABLE 2' CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN s ■■ 1 NONE PER BRANCH CIRCUIT PER BRANCH CIRCUIT PER BRANCH CIRCUIT BREAKER IN MAIN PANEL ENCLOSURE,CONDUCTORS ARE FIELD INSTALLED. 2 3/4"EMT OR EQUIV. (4)14 AWG THHN[THWN-2 (2)10 AWG THHNtTHWN-2 (1)8 AWG THHNlTHWN-2 #180120 3 3/4"EMT OR EQUIV. (2)10 AWG THHN/THWN-2 (1)10 AWG THHNITHWN-2 (1)8 AWG THHNfTHWN-2 4 3/4"EMIT OR EQUIV. (2)6 AWG THHNIFHWN-2 (1)6 AWG THHNIfHWN-2 (1)8 AWG THHNITHWN-2 MODULE CHARACTERISTICS CUSTOMER RESIDENCE: CANADIAN SOLAR: 265 W FRED YAO CS6P-265P 260 CANDLESTICK ROAD OPEN CIRCUIT VOLTAGE 37.7 V NORTH ANDOVER MA 01845 MAX POWER VOLTAGE 30.6 V I rei.fl7a)wr-asaa aFnaaaacvz SHORT CIRCUIT CURRENT 9.23A , PROJECT NUMBER: 222R-260SUN DESIGNER: (3031942-2535 DAN PRESSMAN DRAFTER: R-BIEL SHEET ELECTRICAL REV:A 7/2712016 PAGE PV-4.O LABELLOCATION: PER CODE_NEG650.130'3 NEC& LABEL LOCATION: 690.13.G4 MCI I-1) THIS EQUIPMENT FED BY MU SOURCE PER GOOF:NEGo40.t3.B TOTAL RATING OF OVER CURRENT PER CODE:70612(D){2) DEVICES,EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE SHALL NOT E%GEED AMPACITY OF DUSBAR Q ! ! PER CODE:NEG690,56(C) LABEL LOCATION: (UNDER ROOFING MATERIAL) _ _ PER CODE:NEC690,13.G.1 s 1 LABEL LOCATION: ON POWER NE INVERTER PER CODE;NEC 690.15 AND NEC 69!).13(8) y} J LABEL : � R\\ LOCATION Rpp e� �.�.... PER CODE NEC640.13.8 LABELLOCATION IO : LABELCATION; TURN OFF PHOTOVOLTAIC (C)(AC)(CB) !-" '• !^a -! - •`" (A')(POU AC DISCONNECT PRIOR TO PER CODE NEO11a 27(C) PER CODE NEC690.16O WORKING INSIDE PANEL a 6 LABEL LOCATION: i`N-i ! @ '- '- i LABEL LOCATION: _ 19 IACjIPOU ,! {AC) PER COOE:NECfi9C.54 PER CODE NEC690S3.E,2 -\ _ ELECTRIC SHOCK HAZARD 'A)(PO')rncw 'AC)(PO') LABEL LOCATION: DO NOT TOUCH TERMINALS WE CODE DEC 690.17.E (INDIVIDUAL BREAKERS) TERMINALS ON BOTH LINE ANDrun PER CODE NEG705.I2.D.3.4 LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE #160120 EXPOSED TO SUNLIGHT INVERTER OUTPUT CONNECTION LABELLOCATION: CUSTOMER RESIDENCE: (POI) DO NOT RELOCATE THIS PER CODE:NEC 705.12.132 FRED YAO OVERCURRENT DEVICE 260 CANDLESTICK ROAD NORTH ANDOVER MA 01845 _..' '... TEL,078)fia7 6 APO 4:C _ 1.BEL \ `� �� (AE) \ , PROJECT NUMBER' e LEGEND AC PER CODE fi96.13.8 �� 1 ��\\...\ 222R-260SUN (meg Ae Diacennea ELECTRIC SHOCK HAZARD LABELLOCATIGN_ (CJ:Candnd DO NOT TOUCH TERMINALS (AC)(.o01) DESIGNER: (303)9412535 (CB)Ccma�.er Box PER CODE:NEC 590.17.E (0}D'sCi6urmn Pana! TERMINALS ON BOTH LINE AND (DC).DC Disconnect LOAD SIDES MAY BE ENERGIZED DAN PRESSMAN (IO):Interior Run Cand.4 IN THE OPEN POSITION (INV);Ie..O maninte9reiad DCdisconnect DRAFTER: (LC)Load Center R-BIEL (M):Utility Meter (POD;Pointof,Rer000naC . SHEET SIGNAGE REV:A 7/27/2016 PACE PV-5.0