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HomeMy WebLinkAboutBuilding Permit #101-2017 - 260 CANDLESTICK ROAD 8/1/2016 4`0 BUILDING PERMIT NORTf� OF,ttao E'9$ TOWN OF NORTH ANDOVER o �y APPLICATION FOR EXAMINATION ` {s R PLAN EXAMI A I d �A PP Permit No#: © ;aq— Date Date Receive 9/�Issued.9� V �Wh EveORTANT:Applicant must complete all items on this page .. l LOCATION 260 Candlestick Road ` Print PROPERTY OWNER Yao Fei&Xiaowei Sun Print ,� Year Structure yes 6.noMAP o PARCEL: �0�ZONING DISTRICT: Historic District yesMachine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Resjdential Non-Residential ❑New Building VOne family I ❑Addition ❑Two or more family ❑Industrial ❑Alteration No.of units: ❑Commercial ❑Repair, replacement- ❑Qssessory Bldg ❑ Others: ❑Demolition YOther Solar Installation We ti 0 W e I - ❑Floodpl'a �We la ds 0 Watei�he aDi�s ct�' Water Sewer DESCRIPTION OF WORK TO BE PERFORMED: ] Installation of an interconnected rooftop PV system-19 panelsd 5W1 U` Identification- Please Type or Print Clearly OWNER: Name: Yao Fee&Xiaowei Sun Phone: 978-687-0596 Address: 260 Candlestick Road North Andover MA 01845 i Contractor Name: Stephen A Kelly/Sunrun Inc. Phone: 978-793-7227 Email' iason boardmanCcilsunrun com Address: 200 Research Dr Wilmington MA 01887 Supervisor's Construction License: CS-040622 Exp. Date: 8/1/17 Home Improvement License: 178937 Exp. Date: 6/2/18 ARCHITECT/ENGINEER Paul KZacher Phone: 916-961-396o Address: 8150 Sierra College Blvd, Ste 150,Roseville CA 95661 Reg. No. 50100 r FEE SCHEDULE:BULDING PERMIT.$1200 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$123.00 PER S.F. G Total Project Cost: $ 10523.15 FEE: $ Check No.: Z t? 06;W Receipt No.: NOTE: Persons contracting with unregistered contract s don t haves ess to a guarantyfund e__ i i Location No. Date TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee TOTAL Check Building Inspector i i } Plans Submitted ❑ Plans Waived❑ Certified Plot Plan ❑ Stamped Plans TYPE OF'SEWERAGE DISPOSAL Public Sewer ❑ Tanning/MassageBodyArt ❑ Swimmingpools ❑ Well ❑ Tobacco Sales ❑ Private(septic El FoodPackaging/S�es ❑ ( p' tank,etc. Permaaent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM PLANNING oz DEVELOPMENT Reviewed On Signature COMMENTS CONSERVATION Reviewed on Signature I COMMENTS HEALTH Reviewed ori Signature COMMENTS i Zoning Board of Appeals:Variance,Petition No: Zoning Decision/receiptsubmitted yes Planning Board Decision: Comments Conservation Decision: Comments Water&Sewer Connection/Signature&Date Drivewav Permit DPW Town Engineer:Signature: FIRE=DEP - _ Located 384 Osgood Street s ,...._zARTIlly1EIVT� ;i Y K4 4 5 p p rk n site.;yes r Locatetl at 1241 x £ �•�-'--- �"' ChOMMENTS s I R' F :x= ",:4 J} q+f. 'c c''i'6') y •v�di� �i:.�. r f uN. i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq.ft.: ELECTRICAL: Movement of Meter location,roast or service drop requires approval of Electrical Inspector Yes No i DAlyes No MGL Chapter 166 section 21A—F and G min.$10041000 fine NOTES and DATA— For department use) I I ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building permit Revised 2014 I I Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses 4: Copy of Contract 4 Floor Plan Or Proposed Interior Work z Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application 4; Certified Surveyed Plot Plan 4. Workers Comp Affidavit a; Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract 4. Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (if Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) :;6 Building Permit Application 4� Certified Proposed Plot Plan 4 Photo of H.I.C. And C.S.L. Licenses 4= Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned)to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) 46 Copy of Contract 4� 2012 IECC Energy code Engineering Affidavits for Engineered products - OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permi ba all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recordin must be submitted with the building application Doc:Building Permit Revised 2014 NORTH own o f s ndover No. — I - I h ver, Mass, cocNicMewc« p�RATE0 S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ., �' �Q...7�,f..1 .� .. �.s .�.... � BUILDING INSPECTOR ........ Foundation has permission to erect .......................... buildings on .......`I.10... .Ql��{..1rc..... .. 0 Rough to be occupied asPoor... ...fv.% s.q■�. ........1.1. 0 5..........4**s�.� 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 MONTHS ELECTRICAL INSPECTOR UNLESS CONST ..TION S Rough Service . . . ..... ... ... ...... . ..... ..... BUIL PEC R Final 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 Det. DocuSign Envelope ID:B511AA04-05C0-4B45-BF34-FDC6ECAC668A r u V � i 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: F"ea Ya° J l I' Solar Proje wwss: 7-60 C-PIJI&�s i'�C� r NUr , 441� MA o ds Signature: VM4 q" '--7E5FX2E13C354C9 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 i LF�=='inc July 28, 2016 STRUCTURAL ENGINEERS 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 ft 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. J(A OFly4ss9 If you have any questions on the above, do not hesitate to call. PAULK. ctiG Prepared By: ZACHER u, PZSE, Inc.-Structural Engineers o STRUCTURAL No.50100 Roseville, CA NAI �'\ 1of1 8150 Sierra Wege Weueid,Suite 150 • Ruse Te, CA 95661 * 916.961.3960 P 916.961.3965 • VA-MI) s AOM 11171-- STRUCTURAL nCSTRUCTURAL 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. ZN OFlygss9 Prepared By: PAULK. 011 PZSE, Inc. - Structural Engineers ZACHER Roseville, CA STRUCTURAL � No.50100 NAL�NG\ 1 of 5 8150 Sierro COege Wewrd,Suite 150 ReseZe,CA 95661 * 916.961.3960 P * 916.961.3965 + YAYw.pzse.com i i i Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 50 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) C,=Thermal Factor= 1.1 (ASCE7-Table 7-3) =Importance Factor= 1 pf=0.7 Ce C,I py 35 psf (ASCE7-Eq 7-1) where pg<_20 psf,Pf min=I x pg= NIA min snow load(roof slope<1,1 where pg>20 psf,Pf min=20 x I= NIA min snow load(roof slope<1; Therefore,R=Flat Roof Snow Load= 35 psf PS=CSpf (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= 19.63 psf ARRAY 1 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ARRAY 1 Composition Shingle 4.00 Roof Plywood 1.50 2x10 Rafters @ 16"o.c. 1.90 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.60 Total Roof DL ARRAY 1 8.0 psf DL Adjusted to 20 Degree Slope 8.5 psf 2of5 Wind Calculations Per ASCE 7-05 Components and Cladding input Variables Wind Speed 100 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 20 degrees Mean Roof Height 14 ft Building Least Width 30 ft Effective Wind Area 10.8 sf Roof Zone Edge Distance,a 3.0 ft Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*V^2*I (Eq_6-15) Kz(Exposure Coefficient)= 0.85 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) 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 ft 4.0 ft 4.0 ft Longitudinal Length= 2.7 ft 2.7 ft 2.7 ft Attachment Tributary Area= 10.8 sf 10.8 sf 10.8 sf Footing Uplift= -179 Ib -337 Ib -516 Ib Standoff Uplift Check Maximum Design Uplift= -516 Ib Standoff Uplift Capacity = 700 Ib 700 Ib capacity>516 Ib demand Therefore,OK Fastener Capacity Check Fastener= 5116 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 Ib Fastener Capacity= 820 Ib 820 Ib capacity>516 Ib demand Therefore,OK 3of5 Framing Check ARRAY 1 PASS w=62 plf Dead Load 8.5 psf PV Load 3.0 psf Snow Load 34.7 psf 2x10 Rafters @ 16"o.c. O Member Span=9'-3" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 46.2 psf Member Properties Member Size S(in"3) I(in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 16"o.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 = (wL"2)/8 = 658.831 ft# = 7905.98 in# Actual Bending Stress=(Maximum Moment)/S =369.6 psi Allowed>Actual--29.1%Stressed -- Therefore,OK I Check Deflection Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 0.925 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*1) = 0.050 in = U2220 < U120 Therefore OK Allowed Deflection(Live Load) = L/180 0.616 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.056 in U1983 < U180 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L 12 = 285 Ib Allowed>Actual--15.3%Stressed -- Therefore,OK 4of5 Lateral i 780 CMR Existing Weight of Effected Building Level Area Weight(pso Weight(lb) Roof 1140 sf 8.5 psf 9690 Ib Ceiling 1140 sf 6.0 psf 6840 Ib Vinyl Siding 136 ft 2.0 psf 3808 Ib (14'Wall Height) Int.Walls 136 ft 1 6.4 psf 1 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 Ib Percent Increase 3.0% 3252 lb>990 lb,Therefore OK 5of5 The Commonwealth of Massachusetts z Department of Industrial Accidents I Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia jZ'orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):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?Check the appropriate box: Type Of project(required): 1.Q I am a employer with 35 employees(full and/or part-time).* 7. ❑New construction 2.M I am a sole proprietor or partnership and have no employees working for me in 8. E]Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.a I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 ❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑✓ Other Rooftop Solar 152,§1(4),and we have no employees.[No workers'comp.insurance 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 a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. j -lam an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins.Lic.#:WC013696001 &WC013696101 Expiration Date: 10/01/2016 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. 1 do hereby certify under the pain�nd penalties of perjury that the information provided above is true and correct. Si nature: � Date: Phone#:978-549-9438 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other I Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may.be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 02-23-15 www.mass.gov/dia ACo CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) `� 1 10/8/2015 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). PRODUCER CONTACT Arthur J. Gallagher&Co. Insurance Brokers of CA. NAME: PHONE 415-546-9300 Fax 415-536-8499 1255 Battery Street#450 E-MAIL San Francisco CA 94111 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Zurich American Insurance Company 16535 INSURED SU N RI N C-01 INSURER B: Sunrun Installation Services Inc. INSURER C: 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 INSURER D INSURER E: INSURER F: 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. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MMIDDIYYYY MWDDIYYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE FIOCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ JECT POLICY❑PRO LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED mnrugm­Ea accident $ ANY AUTO BODILY INJURY(Per person) $ AUTOSNED SCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ r $ A WORKERS COMPENSATION PER OTH- A AND EMPLOYERS'LIABILITY Y WC013696101 0/1/2015 10/1/2016 X STATUTE ER YIN WC013696101 0/1/2015 1011/2016 ANY PROPRIETOR/PARTNER/EXECUTIVEF-1N/A E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) WC013696001 -$25,000 Deductible;WC013696101 -FL, HI, 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 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LOC#: A`ORO ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMEDINSURED POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE., ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE: Named Insureds: Sunrun, Inc.;Sunrun Installation Services, Inc.;Sunrun South LLC; REC Solar,Inc.;Mainstream Energy,Inc.;AEE Solar,Inc. ACORD 101 (2008101) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD .a►��oma® CERTIFICATE OF LIABILITY INSURANCE DATE(/2015 YYYY) 10/0112015 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). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 AICNNo Xt• FAA/C No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 104960339-STND-GAX-1516 INSURER A:James River Insurance Company 12203 INSURED INSURER B:N/A N/A Sunrun Installation Services,Inc. and RED Solar,Inc. INSURER C:Houston Casualty Company 42374 775 Fiero Lane,Suite 200 INSURER D: San Luis Obispo,CA 93401 INSURER E: INSURERS: 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 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, INSR TYPE OF INSURANCE ADDL SUBR P BCY EFF PC's!-dCY EXP LIMITS LTR POLICY NUMBER MMt MM1D ' Y A X COMMERCIAL GENERAL LIABILITY 000641241 101015 10/01/2016 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE M OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 N'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 JECTPOLICY❑PRO ❑LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: Host Liquor Liability TOTAL POLICY LIMIT $ 10,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per acc dent L $ C UMBRELLA LIAB X OCCUR H15XC5023203 10/01/2015 10/01/2016 EACH OCCURRENCE $ 10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Re:Permitting within jurisdiction. CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 120 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN North Andover,MA 01845 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Stefan Szulc sa•c..�—r ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i I. i i I SETTS 0L ,� r'.,M•, ,y NI NA � ��✓ _ �� ���rR 7 00!NE S05061292 ti0 01.1§59 ' � t�� r� Ir'►IR�T�•1'I r f�w x p218p•�824 Massachusetts Department of Public Safety r Board of Building Regulations and Standards License: CS-ta44622 Construction Supervisor STEPHEN A KELLY' 18 PARKWAY ROAD STONEHAM MA 02180 r--j l./�- Expiration: Commissioner 08/01/2017 � ��1'� Office of Consumer Affairs d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 178937 Type: Supplement Card Expiration: 6/2/2018 SUNRUN INC. STEPHEN KELLY 595 MARKET ST 29TH FL SAN FRANCISCO, CA 94105 Update Address and return card.Mark reason for change. SCA 1 0 20M-05rn [] Address [:] Renewal 0 Employment Lost Card Ice of Consumer Affairs&Business Regulation License or registration valid for individual use only ^bME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation g�_ Registration: 178937 Type: 10 Park Plaza-Suite 5170 Expiration: 6/2/2018 Supplement Card Boston,MA 02116 SUNRUN INC. STEPHEN KELLY 595 MARKET ST 29TH FL — SAN FRANCISCO,CA 94105 Undersecretary Not valid without nature _ L LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION NICIPAL CODE,AND SE SERVICE ENTRANCE SOLAR MODULES PV-1.0 COVER SHEET (TRUCTIONS. RAIL PV-2.0 SITE PLAN 014 NEC. MP MAIN PANEL PV-3.0 LAYOUT TORS ARE SOLIDLY — PV-4.0 ELECTRICAL 1690.35. 13. SP SUB-PANEL STANDOFFS& PV-5.0 SIGNAGE 1_ FOOTINGS 690.31(E)AND 2012 LC PV LOAD CENTER CHIMNEY 1D�l RRENT. SUNRUN METER Q ATTIC VENT (a)&690.8(b)). 18-1 FLUSH ATTIC VENT PM DEDICATED PV METER �P��H OFQgys.4 o PVC PIPE VENT PAUL K. �S FIN INVERTER(S)WITH ZACHER mV INTEGRATED DC ® METAL PIPE VENT + 0, STRUCTURAL � DISCONNECT AND AFCI ® T-VENT No.50100 06/30/2{� AC AC DISCONNECT(S) ^ b�S YNrG\ D �J SATELLITE DISH S/ONA�E ADC DC DISCONNECT(S) FO FIRE SETBACKS For Structural Only COMBINER LA HARDSCAPE BEBOX F-—I INTERIOR EQUIPMENT —PL— PROPERTY LINE sunrun 4 JE]J SHOWN AS DASHED SCALE:NTS A AMPERE AC ALTERNATING CURRENT #180120 AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH COMP COMPOSITION 200 RESEARCH DR,WILMINGTON,MA 01887 DC DIRECT CURRENT PHONE85.52.97.6527 FAX 805.528.9701 � (E) EXISTING EXT EXTERIOR CUSTOMER RESIDENCE: FIRM FRAMING FRED YAO INT INTERIOR 260 CANDLESTICK ROAD I LBW LOAD BEARING WALL NORTH ANDOVER MA 01845 MAG MAGNETIC MSP MAIN SERVICE PANEL TEL.(978)687-0596 APN#:106A0202 (N) NEW PROJECT NUMBER: NTS NOT TO SCALE 222R-260SUN OC ON CENTER PRE-FAB PRE-FABRICATED DESIGNER: (303)942-2535 PSF POUNDS PER SQUARE FOOT DAN PRESSMAN PV PHOTOVOLTAIC TL TRANSFORMERLESS DRAFTER: f TYP TYPICAL R-BIEL V VOLTS W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET A REV:A 7/27/2016 PAGE PV-1.0 - 9 IF i, SCOPE OF WORK GENERAL NOTES a ALL WORK SHALL COMPLY WITH 2014 NEC,2009 IBC,MU F7 SYSTEM SIZE:5035W DC,4560W AC ALL MANUFACTURERS'LISTINGS AND INSTALLATION INS a MODULES:(19)CANADIAN SOLAR:CS6P-265P a PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2014 NEC. OMPLY WITH a INVERTERS: a ELECTRICAL SYSTEM GROUNDING WILL C (19)ENPHASE ENERGY:M250-60-2LL-S2XTEM IS UNGROUNDED.NO PHOTOVOLTAIC SY RgCKING:SNAPNRACK SERIES 100 UL;FLASHED L FOOT. GROUNDED N THESINVERTER.SY OMPLIEONDUC S W TY •SEE PEN D01. a MODULES CONFORM TO AND ARE LISTED UNDER UL 171 a INVERTER CONFORMS TO AND IS LISTED UNDER UL 174 * RACKING a CONSTRUCTION CONFORMS LISTED OREMAN TO P PLACE CONDUIT RUN PE IFC 605.11.2. a ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CU a 9.23 AMPS MODULE SHORT CIRCUIT CURRENT. a 14.42 AMPS DERATED SHORT CIRCUIT CURRENT(690.6 } VICINITY MAP I 260 Candlestick Rd { t' Q, 1 �i J � SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION • SYSTEM SIZE:5035W DC,4560W AC • ALL WORK SHALL COMPLY WITH 2014 NEC,2009 IBC, MUNICIPAL CODE,AND SE SERVICE ENTRANCE SOLAR MODULES PV-1.0 COVER SHEET • MODULES:(19)CANADIAN SOLAR:CS6P-265P ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. RAIL PV-2.0 SITE PLAN • INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2014 NEC. PV-3.0 LAYOUT (19)ENPHASE ENERGY: M250-60-2LL-S2X • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2014 NEC. MP MAIN PANEL • RACKING:SNAPNRACK SERIES 100 UL; FLASHED L FOOT. • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY PV-4.0 ELECTRICAL SEE PEN D01. GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB-PANEL STANDOFFS& PV-5.0 SIGNAGE • 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 2012LC 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 Q ATTIC VENT • 14.42 AMPS DERATED SHORT CIRCUIT CURRENT(690.8(a)&690.8(b)). FLUSH ATTIC VENT PM DEDICATED PV METER P\,'CH pFMAss 0 PVC PIPE VENT 9p SG INVERTERPAUL K.WITH ZACHER m INV INTEGRATED DC ® METAL PIPE VENT 0 STRUCTURAL DISCONNECT AND AFCI ® T-VENT No.50100 .O6/30/2IXA �� AC AC DISCONNECT(S) c `G 0 SATELLITE DISH FSS/pNA1_ENG m—] DC DISCONNECT(S) FIRE SETBACKS � For Structural Only CB COMBINER BOX HARDSCAPE INTERIOR EQUIPMENT —PL— PROPERTY LINE sunrunL J SHOWN AS DASHED SCALE: NTS A AMPERE AC ALTERNATING CURRENT #180120 AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION 200 RESEARCH OR,WILMINGTON,MA 01887 DC DIRECT CURRENT PHONE 888.657.6527 FAX 805.528.9701 (E) EXISTING EXT EXTERIOR CUSTOMER RESIDENCE: FRM FRAMING FRED YAO f INT INTERIOR 260 CANDLESTICK ROAD LBW LOAD BEARING WALL NORTH ANDOVER MA 01845 MAG MAGNETIC vMSP MAIN SERVICE PANEL TEL.(978)687-0596 APN#:106A0202 (N) NEW NTS NOT TO SCALE PROJECT NUMBER: OC ON CENTER 222R-260SUN PRE-FAB PRE-FABRICATED 260 candlestick Rd PSF POUNDS PER SQUARE FOOT DESIGNER: (303)942-2535 PV PHOTOVOLTAIC DAN PRESSMAN s TL TRANSFORMERLESS DRAFTER: TYP TYPICAL R-BIEL ky.k R(3V VOLTS ?s C`co W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET REV:A 7/27/2016 mss. oa• ` 'Vk� PAGE PV-1.0 SITE PLAN-SCALE=3/32"=1'-0" PITCH TRUE MAG PV AREA Q SITE PLAN DETAIL-SCALE=1/64"=V-0" AZIM AZIM (SQFT) ® AR-01 20° 148° 162° 329.4 P� �O GP q� AC D a C� MPI ° D ° D LC SM 0 SE q� D (E)DRIVEWAY Q. O e� (E)RESIDENCE e� k4�IH OFA4,1ss9 PAUL K.. cyG sunrun ZACREHER 00 STRUCTURAL cn No.50100 �. #180120 NAL 200 200 RESEARCH DR,WILMINGTON,MA01887 PHONE 888.657.6527 FAX 805.526.9701 CUSTOMER RESIDENCE: (N)ARRAY AR-01 FRED YAO 260 CANDLESTICK ROAD NORTH ANDOVER MA 01845 TEL.(978)687-0596 APN#:1 DSA0202 / PROJECT NUMBER: e� 222R-260S U N / DESIGNER: (aos)942-2535 DAN PRESSMAN (E)SKYLIGHT DRAFTER: q / R-BIEL e� SHEET / SITE PLAN e�- REV:A 7/27/2016 PAGE PV-2.0 ROOF TYPE ATTACHMENT ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPAN OVERHANG MODULES: AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY ATTIC WOOD CARPENTER TRUSS 2 X 10 lo.-O., 16" N/A 4'-0" 11-8" CANADIAN SOLAR: CS6P-265P MODULE DIMS: D1 -AR-01 -SCALE: 1/4"=V-0" 64.5"x 38.7"x 1.57" PITCH:20° MODULE CLAMPS: AZIM: 148° Portrait: 13.39"-16.14" ® Landscape:7.87"-9.84" MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD:50 PSF WIND SPEED: 100 MPH 3-SEC GUST. LAG SCREWS: 5/16"x3.5":2.5"MIN EMBEDMENT 7'4" 22'-10" 5'-4" NOTE: INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED SPANS,AND NOTIFY E.O.R.OF ANY DISCREPANCIES BEFORE 1'-4" 1,�„ PROCEEDING. I PENETRATION SPACING: STAGGERED F -0-- -(D— ()--0 ® �JSN OFAtigSS9 —4'TYP— ® �y PAUL K. G ZACHER — —�O 0 STRUCTURAL Z4 No.50100 oe/so/z�g �Q- F�`SS�ONALENG\ �– — 16'_2" 8— 16'_2" sunrun Q— e— — O #180120 -8— —Q-- — —p — — — o--p 200 RESEARCH DR,WILMINGTON,MA 01887 PHONE 888.657.6527 FAX 805.528.9701 —�_ _Q — �O CUSTOMER RESIDENCE: FRED YAO 260 CANDLESTICK ROAD 8" NORTH ANDOVER MA 01845 TEL.(978)687-0596 APN#:106A0202 PROJECT NUMBER: 222R-260SUN DESIGNER: (303)942-2535 DAN PRESSMAN DRAFTER: 22'-10" —2'-l"— R-B I E L SHEET LAYOUT REV:A 7/27/2016 PAGE PV-3.0 120/240 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 DISCONNECT/CONNECT UNDER LOAD UTILITY AC COMBINER BOX GRID [WITH(3)PRE-INSTALLED f f f CANADIAN SOLAR:CS6P-265P SUPPLY SIDE TAP 20A PV BREAKERS AND +1 ff +1 ff ENPHASE ENERGY: +1 ff MODULES ENVOY COMMUNICATION (4��1 (��1 M250-60-2LL-S2X 4 GATEWAY] - (19)CANADIAN SOLAR: CS6P-265P AND I Cl EXISTING 200A (N)LOCKABLE MICRO-INVERTER PAIRS_ _ __ (1)BRANCH OF MAIN BREAKER BLADE TYPE (N)LOCKABLE (N)SUN RUN (10)MICRO-INVERTERS FUSED BLADE TYPE CENTRON 4G (1)BRANCH OF 1 AC DISCONNECT AC DISCONNECT METER JUNCTION BOX OR EQUIVALENT (9)MICRO-INVERTERS EXISTING 3 3 3 2 1 200A MAIN FACILITY PANEL LOADS FnCILry 25A FUSE GROUND SQUARE D TER SQUARE D DUU2 1RBSOCKET 20A BREAKER(A) D222NRB 3R,30A,2P 125A CONTINUOUS 20A BREAKER(B) 3R,60A 120/240VAC & 120/240VAC 240V METER 200A,FORM 2S CONDUIT SCHEDULE NOTES TO INSTALLER: 1. INSTALL NEW 60 AMP ENPHASE AC COMBINER BOX WITH(3)PRE-INSTALLED # CONDUIT CONDUCTOR NEUTRAL GROUND 20A BREAKERS. sunrun (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 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) 10 AWG THHN/THWN-2 (2)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 #180120 3 3/4"EMT OR EQUIV. (2)10 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 4 1 3/4"EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 200 RESEARCH DR,WILMINGTON,MA01887 PHONE 888.657.6527 FAX 805.528.9701 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 TEL.(978)687-0596 APN#:106A0202 SHORT CIRCUIT CURRENT 9.23 A PROJECT NUMBER: 222R-260SU N DESIGNER: (303)942-2535 DAN PRESSMAN DRAFTER: R-BIEL SHEET ELECTRICAL REV:A 7/27/2016 PAGE PV-4.0 LABEL LOCATION: WARNING:PHOTOVOLTAIC (CXCB) . MAIN _ AWARNING POWER SOURCE PER CODE'.NEC690.13,G.3 8 NEC IABEI LOCATION: 690.13,G.4 , AC)(i TN IS EQUIPMENT FED BY MULTIPLE SOURCE PER CODE.705.12(0((2( PER CODE:NEC690.13.8 TOTALRATING OF OVER CURRENT DEVICES,EXCLUDING MAIN SUPPLY DISCONNECT OVERCURRENT DEVICE SHALL NOT EXCEED AMPACITY OF BUSBAR 1IIIZ#1jU.W .1 PER CODE:NEC691 WARNING:PHOTOVOLTAIC SHUTDOWN LABEL LOCATION'. POWER SOURCE (UNDER ROOFING MATERIAL) PER CODE:NEC690.13.G.1 LABEL LOCATION: SOLAR DISCONNECT ON POWERONE INVERTER PER CODE'.NEC 690.15 AND NEC 690.13(8) CAUTION:SOLAR ELECTRIC AC PHOTOVOLTAIC' LABEL LOCATION: SYSTEM CONNECTED A AC)(POI) WARNING DISC-.qrqfff PERCODE:NEC690.iS8 LABEL LOCATION'. DO TURN OFF PHOTOVOLTAIC m)(AC)(CB) UNDER LABEL LOCATION: PER CODE.NEC110.27(C)NOT OPEN LOAD (AC)(POI) AC DISCONNECT PRIOR TO PER CODE,Ni WORKING INSIDE PANEL F LABEL LOCATION: MAXIMUM AC LABEL LOCATION: 19 AC)fPCI) (AC) OPERATING I PER CODE'Ni PER CODE:NEC690.33.E.2MAXIMUM AC A WARNING OPERATING VOLTAGE240 ELECTRIC SHOCK HAZARD LABEL LocnnoN: _ LABEL LOCATION: 00 NOT TOUCH TERMINALS IACIPER(POE s u n r u n ACAUTION (INDIVIDUAL BREAKERS) TERMINALS ON BOTH LINE AND PER CODE:NEC 690,77,E PHOTOVOLTAIC SYSTEM CIRCIXTIS BACKFED PER CODE:NEC7D5.12.D.3.4 LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE #180120 EXPOSED TO SUNLIGHT zoo RESEnRCN Da,wnMwcroN,MA01aai 527 A WARNING ae=�sCl INVERTER OUTPUT CONNECTION LABELLOCATION: CUSTOMER RESIDENCE: (POI) DO NOT RELOCATE THIS PER CODE:NEC 705.12.0.2 FRED YAO OVERCURRENT DEVICE 260 CANDLESTICK ROAD NORTH ANDOVER MA 01845 TEL.(978)687-0596 APN#:IO6A0202 LABEL LOCATION: A WARNING— PROJECT NUMBER: LEGEND (AC)PER CODE:590.13.8 222R-260SUN (AC)AD ELECTRIC SHOCK HAZARD LABELLocATION (CI:Conduct (AC)(POI) (CBI Combiner Box DO NOT TOUCH TERMINALS PER CODE.NEC 690.17.E DESIGNER: (303)942x535 (D)Distribution Panel TERMINALS ON BOTH UNE AND DAN PRESSMAN (DCI.DC Disconnect , • LOAD SIDES MAYBE ENERGIZED (IC):Interior Run Condul IN THE OPEN POSITION DRAFTER (INV):Inverter with Integrated DC disconnect (LCI:Load Center R-BIEL (MI:UtiRY Meter (Pop:Perot of interconnection SHEET SIGNAGE REV:A 7/27/2016 PAGE PV-5.0