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HomeMy WebLinkAboutBuilding Permit #064-2017 - 305 WINTER STREET 7/21/2016I �1 BUILDING PERMIT j,?o�```eD `•6�°� TOWN OF NORTH ANDOVER ° O `lJ��� APPLICATION FOR PLAN EXAMINATION `1 Permit N0: Date Received Date Issued: •� SACHUSE��� IMPORTANT: Applicant must complete all items on this page LOCATION 305 Winter St Print PROPERTY OWNER Bruce S Shainwald & Bridget R Shainwald Print MAP NO: )01i -PARCEL:."q ZONING DISTRICT: Historic District yesnno !Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE ResAential Non- Residential ❑ New Building YOne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other j ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer Installation of an interconnected rooftop PV system-31 panels(7.4kW) A W 1�p Identification Please Type or Print Clearly) OWNER: Name: Bruce S Shainwald & Bridget R Shainwald Phone: 978-387-3065 Address: 305 Winter St, North Andover MA 01845 CONTRACTOR Name:Stephen A Kelly/Sunrun Installation ServicesPhone: 978-793-7227 Address: 200 Research Dr, Wilmington MA 01887 Supervisor's Construction License: CS-040622 Exp. Date: 8/1/17 Home Improvement License: 180120 Exp. Date: 10/14/16 h� ARCHITECT/ENGINEER Paul K Zacher Phone: 916-961-3960 Address:8150 Sierra College Boulevard, Ste 150, Roseville CA 95661 Reg. No. 50100 FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 17169.35 FEE: $ 2&(,o Check No.: Receipt No.: —3b(pOo NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner - .,� /,57ignature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Mass ageBody Art ❑ Swimming pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING a DEVELOPMENT Reviewed On Signature_ COMMENTS J CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed ori Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes f . Planning Board Decision: Comments � Cr Conservation Decision: Comments Water& Sewer Connection/Signature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FI .RIDEPEd; TfMENT ,�TempDumpster�on+site:fyes,:, ,.� " } `" " 4Lfocated at24 Main Street :a ' + . f,. �� � ' ;err - !o '�'r:.. ►:ti�}.3 Fire COMMENTS. ,.. r, ..,'iu }y Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Buildinab Permit Revised 2014 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 4. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work 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 Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract 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) � Building Permit Application 4� Certified Proposed Plot Plan 4, Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In 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 recording must be submitted with the building application Doc:Building Permit Revised 2114 Location (A) No. (:XDLA Date ��Z 1 t, • TOWN OF NORTH ANDOVER ' Certificate of Occupancy $ Building/Frame Permit Fee $ r Foundation Permit Fee $ } Other Permit Fee $ TOTAL $ Check# r'+ / Building Inspector �' C1 No RTH qti BUILDING PERMIT 3+ TOWN OF NORTH ANDOVER ° '� o +q0� tlj APPLICATION FOR PLAN EXAMINATION Permit N0: Date Received f.44 •,9 �R�TID►��,�(y Date Issued: SSACHU$ IMPORTANT:Applicant must complete all items on this page r LOCATIQN 305 Winter.St Print PROPERTY OWNER, Bruce S Shainwald &'B'ridget'R Shamw�ldz' P- rint, MAP NO:jPARCEL; ZONING DISTRICT Hls;orac Distract; yeS no '' ` M,achJne,:Shop Village yes -no TYPE OF IMPROVEMENT PROPOSED USE Re ' ential Non- Residential o New Building YOne family ❑Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑Sep#ic' Q 1111e11 D Flo "d-'al " , ❑V1letlands r#k » Watershed Dlstnct �V1/atec/Sewer 'Sf ` Installation of an interconnected rooftop PV system-31 panels (7.4kW) Identification Please Type or Print Clearly) OWNER: Name: Bruce S Shainwald & Bridget R Shainwald Phone: 978-387-3065 Address: 305 Winter St, North Andover MA 01845 CONTRACTOR Nam'e.;Stephen A KellySunrun Installation Seru�cesPhone 978, 193.7227 -. Address 200.Research Dr;Wilmington MA.0:1887 Supervisor's-Construction License: CS?' 0622 Exps, Date x/1/17 i 1,yay Home Improvement License: 18Q120 ,a , Exp,* pate, „10[•14/16;; , ARCHITECT/ENGINEER Paul K Zacher Phone: 916-961-3960 Address:8150 Sierra College Boulevard, Ste 150, Roseville CA 95661 Reg. No. 50100 FEE SCHEDULE:BOLDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 17169.35 FEE: $ Check No.: Receipt No.:_ c�y� NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner , ignature of contractor NORTH own Of ndover 0 - No. , !�� * _ �h ver Mass o� aZ.d x,95 RAre F, U BOARD OF HEALTH Food/Kitchen T LD Septic System t THIS CERTIFIES THAT ....PERYL! ] ... . . iW' BUILDING INSPECTOR has permission to erect .......................... buildings on .� ..... ..... . . ... .. ................... Foundation Rough to be occupied as .. .... P4.611;ue.... ......... ......... .`. .... . ................................ Chimney provided that the person accepting this permit s all 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 Rough Service .. .... ... . ..... . .... .... ...... Final BUILDING IN CTO GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz 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. DocuSi n Envelo a ID:A91822F9-FECF-4978-8E25-666ED4D08136 �JVU UU VU U' ' d :` 1 -� OWNER'S AUTHORIZATION FORM For Permit Application(s) The sole purpose of this form is top rovide 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: Bridget Shainwald Solar Proje dd 4 0,5 (.,�`v�,1f2t/'c� ua Aoiv✓ AJA 61,8 `Y Signature: IfvSUvaat 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 �`�� _IRC July 8, 2016 SiRUETURAE ENGINEERS Sunrun Inc. 133 Technology Dr, Suite 100 Irvine, CA 92618 Subject: Structural Certification for Installation of Solar Panels Job Number: 16-10027 Client: Bridget Shainwald-222R-305SHA1 Address: 305 Winter St., 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 1x Decking is supported by 2x6 @ 16"o.c. SPF#2 at ARRAY 1. The rafters are sloped at approximately 33 degree and have a maximum projected horizontal span of 12 ft 6 in between load bearing walls. • Composition Shingle over 1x Decking is supported by 2x6 @ 16"o.c. SPF#2 at ARRAY 2. The rafters are sloped at approximately 33 degree and have a maximum projected horizontal span of 12 ft 6 in between load bearing walls. • Composition Shingle over 1x Decking is supported by 2x6 @ 18"o.c. SPF#2 at ARRAY 3.The rafters are sloped at approximately 33 degree and have a maximum projected horizontal span of 10 ft 0 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=21.4 psf ARRAY 1 ;21.4 psf ARRAY 2 ;32.1 psf ARRAY 3 • Roof Dead Load=7.2 psf ARRAY 1 ;7.2 psf ARRAY 2 ; 11.9 psf ARRAY 3 • 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. • ARRAY 2:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore, no structural upgrades are required. • ARRAY 3: 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 vwmotA strucwmli in accordance with the 780 CMR. OFA 9 If you have any questions on the above,do not hesitate to call. PAULK csG Prepared By: ZACHE 0STRUCTURAL -+ PZSE, Inc. -Structural Engineers Na.50100 Cn Roseville, CA Ai- 1 of 1 8150 Sierm Ceege W.evord,Sine 150 • Rosee-e,CA 95661 * 916.961.3960 P • 416.961.3965 • vA-nj.pzse.ccm STRUETURAL ENGINEERS July 8, 2016 Sunrun Inc. 133 Technology Dr, Suite 100 Irvine, CA 92618 Attn.: To Whom It May Concern re: Job 16-10027 : Bridget Shainwald - 222R-305SHA1 The following calculations are for the structural engineering design of the photovoltaic panels located at 305 Winter St., 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. PAULK. CyG ZACHER TRU Prepared By: 'sCTURAL CO PZSE, Inc. - Structural Engineers rvo.50100 Roseville, CA FSSlQNALEN�'\ 1 of 7 8150 Siarta Ca.ege 80:L�.evord,Suite 150 Rosm1e,CA 95661 916.961,3960 P 916.961.3965 = Ynvo�.pzse,tam Gravity Loading Roof Snow Load Calculations p9=Ground Snow Load= 50 psf Ce=Exposure Factor= 0.9 (ASCE?-Table 7-2) C,=Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=0.7 Ce C,I pg 35 psf (ASCE7-Eq 7-1) where pg<_20 psf,Pf min=I x pg= N/A min snow load(roof slope<1! where pg>20 psf,Pf min=20 x I= N/A min snow load(roof slope<1f Therefore,p,=Flat Roof Snow Load= 35 psf p5=4f (ASCE7-Eq 7-2) Cs=Slope Factor= 0.617 ARRAY 1 Cs=Slope Factor= 0.617 ARRAY 2 Cs=Slope Factor= 0.925 ARRAY 3 Ps=Sloped Roof Snow Load= 21.4 psf ARRAY 1 Ps =Sloped Roof Snow Load= 21.4 psf ARRAY 2 Ps=Sloped Roof Snow Load= 32.1 psf ARRAY 3 PV Dead Load=3 psf(Per Sunrun Inc.) Roof Live Load= 16.21 psf ARRAY 1 Roof Live Load= 16.21 psf ARRAY 2 Roof Live Load= 16.21 psf ARRAY 3 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ARRAY 1 Composition Shingle 2.00 1x Decking 2.00 2x6 Rafters @ 16"o.c. 1.13 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.87 Total Roof DL ARRAY 1 6.0 psf DL Adjusted to 33 Degree Slope 7.2 psf Roof Dead Load ARRAY 2 Composition Shingle 2.00 1x Decking 2.00 2x6 Rafters @ 16"o.c. 1.13 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.87 Total Roof DL ARRAY 2 6.0 psf DL Adjusted to 33 Degree Slope 7.2 psf Roof Dead Load ARRAY 3 Composition Shingle 2.00 1x Decking 2.00 2x6 Rafters @ 18"o.c. 1.01 Vaulted Ceiling 4.00 Miscellaneous 0.99 Total Roof DL ARRAY 3 10.0 psf DL Adjusted to 33 Degree Slope 11.9 psf 2of7 Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure Category C Roof Shape Gable Roof Slope 33 degrees Mean Roof Height 20 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)= 0.9 (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= 19.58 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -1.00 -1.20 -1.20 0.90 Uplift Pressure= -19.55 psf -23.47 psf -23.47 psf 17.61 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= -210 Ib -252 Ib -252 Ib Standoff Uplift Check Maximum Design Uplift= -252 Ib Standoff Uplift Capacity = 700 Ib 700 Ib capacity>252 Ib demand Therefore,OK Fastener Capacity Check Fastener= 5/16 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 Ib Fastener Capacity= 820 Ib 820 Ib capacity>252 Ib demand Therefore,OK 3 of 7 Framing Check ARRAY 1 PASS w=42 plf Dead Load 7.2 psf PV Load 3.0 psf Snow Load 21.4 psf 0 2x6 Rafters @ 16"o.c. O Member Span=12'-6" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 31.6 psf Member Properties Member Size S(in^3) I(in"4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 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 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL12)/8 = 822.917 ft# = 9875 in# Actual Bending Stress=(Maximum Moment)/S =1305.8 psi Allowed>Actual—86.9%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 1.25 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*1-114)/(384*E*I) = 0.665 in = L/226 < U120 Therefore OK Allowed Deflection(Live Load) = L/180 0.833 in Actual Deflection(Live Load) _ (5*w*L114)/(384*E*I) 0.539 in L/279 < L/180 Therefore OK Check Shear Member Area= 8.3 in12 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 Ib Max Shear(V)=w*L/2 = 263 Ib Allowed>Actual--23.7%Stressed -- Therefore,OK 4of7 Framing Check ARRAY 2 PASS w=126 plf Dead Load 7.2 psf PV Load 3.0 psf —� Snow Load 21.4 psf 2x6 Rafters @ 16"o.c. D � Member Span=12'-6" Governing Load Comb. DL+SL Note:Attachments may be Unstaggered. Total Load 31.6 psf Member Properties Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x6 22.69 62.39 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 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL"2)/8 = 2468.75 ft# = 29625 in# Actual Bending Stress=(Maximum Moment)/S =1305.8 psi Allowed>Actual-86.9%Stressed — Therefore,OK Check Deflection Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 1.25 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5'w*1-114)/(384*E*1) = 0.665 in = U226 < U120 Therefore OK Allowed Deflection(Live Load) = U180 0.833 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.539 in U279 < U180 Therefore OK Check Shear Member Area= 24.8 in12 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv`A = 3341 Ib Max Shear(V)=w*L 12 = 263 Ib Allowed>Actual--7.9%Stressed — Therefore,OK 5of7 Framing Check ARRAY 3 PASS w=70 plf Dead Load 11.9 psf PV Load 3.0 psf Snow Load 32.1 psf 2x6Rafters @ 18'b.c. D _ 9- Member Span=10'-0" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 47.0 psf Member Properties Member Size S(in^3) 1(in^4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 18"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL^2)18 = 880.81 ft# = 10569.7 in# Actual Bending Stress=(Maximum Moment)I S =1397.7 psi Allowed>Actual-93%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U180 (E=1400000 psi Per NDS) = 0.666 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)I(384*E*1) = 0.361 in = L1333 < U180 Therefore OK Allowed Deflection(Live Load) = LI240 0.5 in Actual Deflection(Live Load) _ (5*w*L^4)I(384*E*1) 0.372 in L1323 < U240 Therefore OK Check Shear Member Area= 8.3 in12 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 Ib Max Shear(V)=w*L 12 = 352 Ib Allowed>Actual--31.7%Stressed -- Therefore,OK 6 of 7 Lateral 780 CMR Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof 2100 sf 7.2 psf 15120 Ib Ceiling 2100 sf 0.0 psf 0 Ib Wood Siding 200 ft 5.0 psf 20000 Ib (20'Wall Height) Int.Walls 200 ft 1 6.4 psf 1 25600 Ib Existing Weight of Effected Building 60720 Ib Proposed Weight of PV System Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 538 sf Approximate Total Weight of PV System 1614 Ib 10%Comparison 10%of Existing Building Weight(Allowed) 6072 Ib Approximate Weight of PV System(Actual) 1614 Ib Percent Increase 2.7% 6072 Ib>1614 Ib,Therefore OK 7 of 7 The Commonwealth of Massachusetts z Department of Industrial Accidents d 1 Congress Street,Suite 100 t Boston,MA 02114-2017 �M s� www.mass.gov/dia ll'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. E]New construction 2.F�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. El Demolition 3.R I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 Q Building addition 4.❑I am a homeowner 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.❑Plumbing repairs or additions 5.M 1 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. 14.�✓ Other Rooftop Solar 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 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. #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 employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy 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:305 Winter St 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 under the pains and penalties of perjury that the information provided above is true and correct. Signature: a Date: 7/11/16 Phone#:978-54f-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 Contact Person: Phone#: TE ,4CCOR oma® CERTIFICATE OF LIABILITY INSURANCE D 10/01101011IM/DD/YYYY) 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(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 NAME: 345 CALIFORNIA STREET,SUITE 1300 c°N o Ext): vC No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 104960339-STND-GAX-15-16 INSURER A:James River Insurance Company 12203 INSURED INSURER B:N/A NIA Sunrun Installation Services,Inc. and REC Solar,Inc. INSURER C:Houston Casualty Company 42374 775 Fiero Lane,Suite 200 INSURER D; San Luis Obispo,CA 93401 INSURER 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 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 POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYYI (MMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY 000641241 10/01/2015 10/01/2016 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISDAMAGES(EaEoccuTO ence) $ 300,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRO- PRO- LOC X POLICY❑ ❑ PRODUCTS-COMP/OP AGG $ 2,000,000 X I 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 ( ) L 1 $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ C UMBRELLA LIAB I OCCUR H15XC5023203 10/01/2015 10/01/2016 EACH OCCURRENCE $ 10,000,000 X X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? [— N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I 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 Vis— c ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD l 0 DATE(MM/DD/YYYY) A�o CERTIFICATE OF LIABILITY INSURANCE 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(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 NAME: Arthur J. Gallagher&Co. Insurance Brokers of CA. 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 SUNRINC-01 INSURER 8: 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 ADDLSUBR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DDIYYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE FIOCCUR PREMISES(EaENTEoccu ence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 1-1PRO- JECT F-1LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY (OMBINED SINGLE LIMIT Ea accident) ccident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION y WC013696001 0/1/2015 10/1/2016PER X STATUTE OERH A AND EMPLOYERS'LIABILITY YIN WC013696101 0/1/2015 10/1/2016 ANY PROPRIETOR/PARTNER/EXECUTIVEEl N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER 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 $1,000,000 DESCRIPTION OF OPERATIONS I 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,VVI 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 t 'pSSA, HUSETTS D��'�R'S L14t1'«E `aA I(` MIi'1M ;y - Y ls's 4■6M 4e!*AMR 0713-2015 r+orr� 505061292 Ab EV A - �s-o�-zQ2o ' 08-01-'1959 ,.08.01-2020 Is M if Wr 5-11 i KELLY z STEPHEN A a 18 PARNNVAY'RD �+ STO21 NF M,MA 02180 28 Massachusetts Department of Public Safety r Board of Building Regulations and Standards License: CS4XO623 Construction Supervisor STEPHEN A KELLY r 16 PARKWAY ROAD ST©NEHAM MA 02180 Expiration: Commissioner 08/01/2017 v Office of Consumer Affairs dnd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 180120 Type: Supplement Card SUNRUN INSTALLATION SERVICES INC. Expiration: 10/14/2016 STEPHEN KELLY 775 FIERO LANE SUITE 200 4 SAN LUIS OBISPO, CA 93401 Update Address and return card.Mark reason for change. sC,a 1 Co, 20M-05/11 Address ❑ Renewal F-1 Employment Lost Card ��e �poa�errca�ccaetrlll o�C%�a,r�occ�urells i ce of Consumer Affairs&Business Regulation License or registration valid for individul use only E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation istration:,-19012Q-- , Type: 10 Park Plaza-Suite 5170 1'0/140r r. Supplement Cart Boston,MA 02116 SUNRUN INSTALLATION SERVICES INC. STEPHEN KELLY 775 FIERO LANE SUITE�00 :�; -_>_ . .;---- SAN LUIS OBISPO,CA 93401 Undersecretary �N�otwithout si ture SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION • SYSTEM SIZE:8215W DC,7440W AC • ALL WORK SHALL COMPLY WITH 2014 NEC,2009 IBC, MUNICIPAL CODE,AND SE SERVICE ENTRANCE SOLAR MODULES PV-1.0 COVER SHEET • MODULES:(31)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. (31)ENPHASE ENERGY: M250-60-2LL-S2X • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2014 NEC. �MP MAIN PANEL PV-3.0 LAYOUT • RACKING:SNAPNRACK SERIES 100 UL; FLASHED L FOOT. • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY L J © __ PV-4.0 ELECTRICAL SEE PEN D01. GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. PV-5.0 SIGNAGE • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB-PANEL STANDOFFS& • 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. a SUNRUN CENTRON 4G • 9.23 AMPS MODULE SHORT CIRCUIT CURRENT. SM METER Q ATTIC VENT • 14.42 AMPS DERATED SHORT CIRCUIT CURRENT(690.8(a)&690.8(b)). C FLUSH ATTIC VENT �tNOFMAS PM DEDICATED PV METER S'9c, 0 PVC PIPE VENT PAUL K. �G m� INVERTERZACHER S)WITH ® METAL PIPE VENT o0 STRUCTURAL INV INTEGRATED DC No.50100 DISCONNECT AND AFCI ® T-VENT 06/3wo/ AC AC DISCONNECT(S) SS/pNALENG T SATELLITE DISH I[EfllDC DISCONNECT(S) FIRE SETBACKS For Structural Only 1 CB COMBINER BOX HARDSCAPE 0 INTERIOR EQUIPMENT —PL— PROPERTY LINE sunrunLE a SHOWN AS DASHED SCALE: NTS A AMPERE AC ALTERNATING CURRENT #180120 AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITYMAP 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: FIRM FRAMING INT INTERIOR BRIDGET SHAINWALD LBW LOAD BEARING WALL 305 WINTER ST, NORTH E MAG MAGNETIC ANDOVER, MA,01845 MSP MAIN SERVICE PANEL TEL.(978)387-3065 APN#:104.A-0039 (N) NEW 4.'4x, NTS NOT TO SCALE PROJECT NUMBER: i r OC ON CENTER 222R-305SHAI Shaajne Em Serwce Winter o PRE-FAB PRE-FABRICATED DESIGNER: (3os)942-2598 305 nter St PSF POUNDS PER SQUARE FOOT PV PHOTOVOLTAIC JARED DOOLAN Qa�e� TL TRANSFORMERLESS DRAFTER: Giencrest Lx TYP TYPICAL V VOLTS RBIEL s W WATTS SHEET ©, r REV NAME DATE COMMENTS COVER SHEET REV:A.1 7!1/2016 ` � PAGE PV-1.0 2 4 SITE PLAN-SCALE=1/128"=T-0" PITCH TRUE MAG PV AREA SITE PLAN DETAIL-SCALE=3/32"=V-0" D AZIM AZIM (SQFT) ® D AR-01 33° 64° 78° 173.3 D AR-02 33° 244° 258° 208 (E)DRIVEWAY d D � AR-03 33° 244° 258° 156 4 DD D a D RST Q D D MID `. D Q SE SM LC d f Q�. (E)RESIDENCE ° D D (N)ARRAY AR-01 sunrun (N)ARRAY AR-03 D #180120 200 RESEARCH DR,WILMINGTON.MA 01887 PHONE 888.657.6527 FAX 805.528.9701 (N)ARRAY AR-02 CUSTOMER RESIDENCE: (E)RESIDENCE BRIDGET SHAINWALD 305 WINTER ST, NORTH ANDOVER, MA, 01845 TEL.(978)387-3065 APN#:104.A-0039 PROJECT NUMBER: 222R-305SHAI I"OFMgSS qc DESIGNER: (sos)94e-2598 PAUL K. yG ZACHER JARED DOOLAN Ov STRUCTURAL c�„ DRAFTER: N06o100 / / �Q RBIEL �FSS�ONAL ENS'\ SHEET SITE PLAN REV:A.1 7!7/2016 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 RAFTER 2 X 6 14'-6" 16" N/A 4'-0" l'-8" CANADIAN SOLAR: CS6P-265P AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY ATTIC WOOD RAFTER 2 X 6 14'-6" 16" N/A 4'-0" 1'-8" MODULE DIMS: 64.5"x 38.7"x 1.57" AR-03 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. TWO STORY VAULTED WOOD RAFTER 2 X 6 12'-3" 18" N/A 4'-0" V-8.1 MODULE CLAMPS: Portrait: 13.39"-16.14" D1 -AR-01 -SCALE: 1/8"=V-0" D2-AR-02-SCALE: 1/8"=1'-0" Landscape:7.87"-9.84" PITCH:33° PITCH:33° MAX DISTRIBUTED LOAD:3 PSF AZIM:64° AZIM:244° SNOW LOAD:50 PSF ® ® WIND SPEED: 100 MPH 3-SEC GUST. LAG SCREWS: 5/16"x4.0":2.5"MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER 10'-5" 16'-3" —4'- 7'-11" 19'-6" 3'-3"�- SIZE, SPACING AND SLOPED r6 F6 SPANS,AND NOTIFY E.O.R.OF ANY DISCREPANCIES BEFORE e T PROCEEDING. q �.p _ - YP 10'-9° PENETRATION SPACING: ® STAGGERED o e — I � I T-11 I I sunrun #180120 D3-AR-03-SCALE: 1/8"=1'-0" 200 RESEARCH PITCH:33° PHONE 868 57.6Zw'LMINGTON,MA07887 AZIM:244° FAX 805.528.9701 6", CUSTOMER RESIDENCE: BRIDGET SHAINWALD 0 0 0 305 WINTER ST, NORTH 3'-TYP ANDOVER, MA, 01845 0 0 0 0 0 10_9,r TEL.(978)387-3085 APN#:104.A-0039 �y(H oFMgSs9 PROJECT NUMBER: 3'-3" - PAUL K. �tiG 222R-305SHAI '$ ZACHER m DESIGNER: I ) � 303 942-2598 00 STRUCTURAL C�„ No.50100 JARED DOOLAN ® 06/30/2Q2f �� NA G� DRAFTER: Ssio LEN RBIEL SHEET LAYOUT REV:A.1 7!1/2016 PAGE PV-3.0 120/240 VAC SINGLE PHASE (N)60A ENPHASE SERVICE AC COMBINER BOX .MAX 16 MICRO-INVERTERS PER BRANCH CIRCUIT [WITH(3)PRE-INSTALLED .MULTIPLE BRANCH CIRCUITS IN PARALLEL O METER* 20A PV BREAKERS AND .ENPHASE MULTI-PIN CONNECTORS-1ST AC CONNECTOR AT M NATIONAL GRID 93622339 ENVOY COMMUNICATION EACH BRANCH CIRCUIT IS A SUITABLE DISCONNECTING MEANS. UTILITY GATEWAY] .DO NOT DISCONNECT/CONNECT UNDER LOAD GRIDCANADIAN SOLAR: CS6P-265P I ,/f filf ENPHASE ENERGY: + fff MODULES C 1 2 0ATMA N +� +� M250-60_2LL-S2X BREAKER 1 (31)CANADIAN R. CS6P-65P AND EXISTING MICRO-INVERTER PAIRS _ (1)BRANCH OF i� 200A (N)LOCKABLE (N)SUN RUN --- (12)MICRO-INVERTERS MAIN BLADE TYPE CENTRON 4G _ (1)BRANCH OF FACILITY PANEL AC DISCONNECT METER JUNCTION BOX s ✓` (10)MICRO-INVERTERS LOADS OR EQUIVALENT 3 3F : 3 2 1 (1)BRANCH OF O �� (9)MICRO-INVERTERS 0 40A PV _GROUND SQUARE D 250V METER 20A BREAKER(A) , BREAKER AT DU222RB SOCKET 20A BREAKER(B) OPPOSITE END 3R,60A,2P 125A CONTINUOUS OF BUSBAR 120/240VAC & 20A BREAKER(C) 240V METER 200A, FORM 2S NOTES TO INSTALLER: CONDUIT SCHEDULE 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. ADD 40 AMP PV BREAKER TO MAIN PANEL. 1 NONE PER BRANCH CIRCUIT PER BRANCH CIRCUIT PER BRANCH CIRCUIT 2 1"EMT OR EQU IV. (6) 10 AWG THHNITHWN-2 (3)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 #180120 3 3/4"EMT OR EQUIV. (2)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 200 RESEARCH DR,WILMINGTON,MA 01887 PHONE 888.657.6527 FAX 805.528.9701 MODULE CHARACTERISTICS CUSTOMER RESIDENCE: CANADIAN SOLAR: 265 W 3 CS6P-265P 05 WINTER ST, NORTH ANDOVER, MA,01845 OPEN CIRCUIT VOLTAGE 37.7 V MAX POWER VOLTAGE 30.6 V TEL.(978)387-3065 APN M 104.A-0039 PROJECT NUMBER: SHORT CIRCUIT CURRENT 9.23 A 222R-305SHAI DESIGNER: (303)942-2598 JARED DOOLAN DRAFTER: RBIEL SHEET ELECTRICAL REV:A.1 7/7/2016 PAGE PV-4.0 LABEL LOCATION: NOTICE PHOTOVOLTAIC (C)(CB) ,� WARNING POWER • PER CODE: AIN PHOTOVOLTAIC - • • PANEL LABEL LOCATION: NEC690.13.G.3 SNEC (AC)(POI) THIS EQUIPMENT FED BY MULTIPLE SOURCEDO NOT ADD LOADS TO THIS - ANELB 690.13.G.4 SYSTEM AC PER CODE:NEC690.13. TOTAL RATING OF OVER CURRENT PER CODE:705.12(D)(2) . •NNECT DEVICES,EXCLUDING MAIN SUPPLY LABEL LOCATION: OVERCURRENT DEVICE SHALL NOT EXCEED LOAD CENTER PHOTOVOLTAIC SYSTEAMPACITY OF BUSBAR [Only use when applicable for PV load center] EQUIPPEDPER CODE: SHUTDOWN• NEC690.56(C) PHOTOVOLTAICLABEL LOCATION: POWER • (UNDER ROOFING MATERIAL) PER CODE:NEC690.13.G.1 WARNING SHOCKELECTRIC • NOT TOUCH TERMINALSON • AND LOAD SIDES MAY BE ENERGIZED IN THE CAUTION:SOLAR ELECTRIC • - • • AC PHOTOVOLTAIC • • LABEL LOCATION: SYSTEM CONNECTED Q-WARNING PER CODE:NEC 690.17E (AC)(POI) DISCONNECT • PER CODE: LABEL LOCATION: NEC690.13.6TURN OFF PHOTOVOLTAIC (D)(AC)(CB) LABEL LOCATION: PER CODE:NEC110.27(C) (AC)(POI) AC DISCONNECT PRIOR TO PER CODE:NEC690.16.B WORKING INSIDE PANEL • • • AXIMUM AC • LABEL LOCATION: LABEL LOCATION: - (AC) OPERATING CURRENT= A (AC)(POI) LOAD PER CODE:NEC690.33.E.2MAXIMUM AC A PER CODE: WARNING NEC690.54 OPERATING . LABEL LOCATION: 24o ELECTRIC SHOCK HAZARD (AC)(POI) sunrunACAUTION LABEL LOCATION: DO NOT TOUCH TERMINALS PER CODE:NEC 690.17.E (INDIVIDUAL BREAKERS) TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED PER CODE:NEC705.12.D.3.4 LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE 9180120 EXPOSED TO SUNLIGHT 200 RESEARCH DR,WILMINGTON,MA 01887 A WARNING RHONE"88.657.6527 FAX 805.528.97011 INVERTER OUTPUT CONNECTION LABEL LOCATION: CUSTOMER RESIDENCE: (POI) DISCONNECT • DO NOT RELOCATE THIS PER CODE:NEC 705.12.D.2 305 WINTER ST, NORTH AC SYSTEM OVERCURRENT DEVICE . OPERATIONANDOVER, MA, 01845 LABEL LOCATION: TEL.(978)387-3065 APN#:104.A-0039 UTILITY DISCONNECT PHOTOVOLTAIC LABEL LOCATION: A WA RN I N G 8 PROJECT NUMBER: (AC) PER CODE:690.13. 222R-305SHAI ELECTRIC SHOCK HAZARD LABEL LOCATION: DO NOT TOUCH TERMINALS PER(POI) DESIGNER: (303)942-2598 PER CODE:NEC 690.17.E TERMINALS ON BOTH LINE AND JARED DOOLAN . C DISCONNECTLOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DRAFTER: LEGEND (AC):AC Disconnect RBIEL (C):Conduit (CB)Combiner Box SHEET (D)Distribution Panel SIGNAGE (DC):DC Disconnect (IC):Interior Run Conduit (INV):Inverter with integrated DC disconnect REV:A.1 7!1/2016 (LC):Load Center (M):Utility Meter PAGE (POI):Point of interconnection PV-5.0