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30A-070 (5) BP-2024-1636 317 FLORENCE RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 30A-070-001 CITY OF NORTHAMPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2024-1636 PERMISSION IS HEREBY GRANTED TO: Project# 2024 SOLAR Contractor: License: SUNRUN INSTALLATION SERVICES Est.Cost: 21582.4 INC CS-090170 Const.Class: Exp.Date: 05/09/2026 Use Group: Owner: O'HARA, KATHERINE ANNE &SAMUEL L. Lot Size (sq.ft.) Zoning: WSP Applicant: SUNRUN INSTALLATION SERVICES INC Applicant Address Phone: insurance: 240A CHERRY ST 413-259-8044 WC614287603 SHREWSBURY, MA 01545 ISSUED ON: 12/12/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 28 PANEL 11.48 KW ROOF MOUNT SOLAR SYSTEM (RAFTER ATTACHED, NO STRUCTURAL UPGRADES OR BATTERY) POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 7/2_ Fees Paid: $125.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner 7 /i'' C6-, The Commonwealth of M achu tts OF0 , ..) R t~ Board of Building Regulation and dards ? UN IPALITY \,,,, Massachusetts State Building Co 1 ( <9,0<1 USE Building Permit Application To Construct,Repair, Ren teXLPF. molt Re sed Mar 2011 .f or'l1 One-or Two-FamilyDwellingr°4::,,i'sA orkha � �� f This Section For Official Use Only `7� -., Building Permit Numbeee--Zo 2,4 —((,34.. Date Applied: S- ,i6 - i112- Building Official(Print Name) Sig tire Date SECTION 1: SITE INFORMATION 1 PpI!i aertYy cdpIress: 1.2 Assessors Map& Pa el Numbers I / / l C — 3Q -0/0-- 0 D 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zonin Information: 1.4 Property Dimensions: tOSP - dar_s Zoning District Proposed Use Lot Area(sq ft) Frontage(11) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone Outside Flood Zone? Municipal❑ On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' l ,,�/� A G�Y�Gt�er'of rencinx. r'i,�c.Y� To4 r I/ ` Prin City,S te,ZIP ciTi �I Drence No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition E Demolition 0 Accessory Bldg. 0 Number of Units Other ki Specify: olar Installation 45i f Description of Proposed Work2:Installatio of roof top hotovoltaic solar system y• panels AtrkW f I le a6A2r ijIrCTI•. pioneenrat, SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I. Building iVie 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $t a66.Cta 0 Standard City/Town Application Fee 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) . j,Total All F f7rf�1 Check No Check Amount: ( Cash Amount: 6.Total Project Cost: 91 j5 .110 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-090170 05/09/2026 Robert J Decker IV. IV License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 240a Cherry St, Shrewsbury, MA 01545 Type Description No.and Street . Chicopee MA 01022 U Unrestricted(Buildings up to 35,000 cu.ft.) _ R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-259-8044 pioneervalleypermitst sunrun.com I Insulation Telephone Email address D _:Demolition 5.2 Registered Home Improvement Contractor(HIC) • 180120 ' ' 1 011 3/2 026 Sunrun Installation Services Inc HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 225 Bush St Suite 1400 pioneervalleypermitsasunrun.com No.and Street Email address San Francisco,CA 94104 413-259-8044 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes No O SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Sunrun Installation Services Inc to act on my behalf,in a'llimaltdrsrelatiVe to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding.F'` / Pr Owner's or uthorized Agent's Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License•can.tie found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: • Total floor area(sq.ft.) (including garage,fmrshed bascment/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open • 3. "Total Project Square Footage"may be substituted for"Total Project,C99t" The Commonwealth of Massachusetts Department of Industrial Accidents 9---z,p.— Office of Investigations _iii _- ) Lafayette City Center w •. 2 Avenue de Lafayette, Boston,MA 02111-1750 2 .. www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individual): Solar Installation Address:225 Bush St Suite 1400 City/State/Zip:San Francisco, CA 94104 Phone #: 978-872-4294 Are you an employer? Check the appropriate box: Type of project (required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, El Demolition workingfor me in anycapacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no Solar Installation employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t i-lomeowners who submit this affidavit indicating they arc 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 Wiether 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: American Zurich Insurance Company Policy#or Self-ins. Lic. #:WC614287603 Expiration Date: 1 0/1/2025 Job Site Address417 F!or eAlee.. 0.3. City/State/Zip:()Qr'4'hcA.. 013nl / 4- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c tif'under the pains and penalties of perjury that the information provided above is true and correct. Si nature: �-L - �- Date: 9/27/2024 Phone#: 559-240-9 70 Official use only. Do not write in this area,to be completed by city or town official, City or Town: Permit/License # Issuing Authority(check one): 11:1Board of Health 20 Building Department 3DCity/Town Clerk 4.0 Electrical Inspector 5❑Plumbing Inspector 6.0 Other _ Contact Person: Phone#: City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40. S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility. as defined by MGL c 111 . S 150A. Address of the work: �1 (317P/O1C1Ce i?4 alb The debris will be transported by: Casella Waste Systems Casella Waste Systems The debris will be received by: 686 Main St. Holyoke. MA 01040 Building permit number: Name of Permit Applicant Robert Decker IV K_e&49 Date Signature of Permit Applicant Commonwealth of Massachusetts Construction Supervisor Division of Occupational Licensure Unrestricted-Buildings of any use group which contain less than Board of Building Regulations and Standards 35.000 cubic feet(991 cubic meters)of enclosed space. Cons,t ttti tep�rvisor CS-090170 tcpires: 05/09/2026 ROBERT J 4CKER IV,IV F 77 FEDERALIST ' i C MONTAGUE 61 rilli). ?bM 0��1 LVdt103 \ A Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Commissioners, / f Contact OPSI:(617)727-3200 or visit www.mass.gov/dpllopsi Phone Number: 559-240-9370 pioneervalleypermits@sunrun.com THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washingtt .Zret- Suite 710 Bostond Massachusetts-92118 Home Impro,8metr _tr = c:ir -e istration 07 0 7 _.._ ^' ,�t w Type: Supplement Card SUNRUN INSTALLATION SERVICES INC. = ---= a tion: 180120 21 WORLDS FAIR DR -,( _ 3'_. 00 E tion: 10/13/2026 SOMERSET,NJ 08873 t • c\s„....... 14vii `f,`�r' Q' Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Supplement Card Office of Consumer Affairs and Business Regulation Registration EEx lrration 1000 Washington Street -Suite 710 180120 10/13/2026 Boston,MA 02118 SUNRUN INSTALLATION SERVICES INC. ROBERT J.DECKER IV Q/� �) 600 CALIFORNIA ST �s.%v� �_ '-"•`'t"t"-1-- SUITE 1800A UndersecretaryNot vali ithout signature SAN FRANCISCO,CA 94108 9 i-......4 SUNRINC-02 TWANG ACORO' CERTIFICATE OF LIABILITY INSURANCE [ DATE(MM/DDIYYYY) `� 919/2024 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 have ADDITIONAL INSURED provisions or 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 License#0C36861 CONTACT NAME: Walter Tanner Alliant Insurance Services,Inc. PHONE FAX 560 Mission St 6th Fl (AIC,No,E)Jt): (A/C,No): San Francisco,CA 94105 ADDRIEss Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC It INSURER A:Evanston Insurance Company 35378 INSURED INSURER e:Zurich American Insurance Company 16535 Sunrun Installation Services,Inc INSURER C:American Zurich Insurance Company ,40142 775 Fiero Lane,Suite 200 Ph#805-540-7643 INSURER D: San Luis Obispo,CA 93401 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. WSRI ADDLSUBR T POLICY EFF : POLICYEXP LTR TYPE OF INSURANCE INSD MD POLICY NUMBER AMM/DD/YYYY)I lMM/DD/YYYY1 UMITS A X COMMERCIAL GENERAL UABILITY • 2,000,000 EACH OCCURRENCE .� CLAIMS-MADE X OCCUR 'MKLV5ENV104843 10/1/2024 10/1/2025 DAMAGE TO RENTED 1,000,000 PREMISES IEa 0clvrrerlce) $ _ MED EXP(Any one person) S 5,000 PERSONAL 8 ADV INJURY S 2,000,000 GENL AGGREGATE LIMIT APPUES PER GENERAL AGGREGATE S 2,000,000 X POLICY X JECT LOC PRODUCTS-COMP/OP AGG S 2,000,000 X OTHER Retention:$200,000 Per Project Agg s 5,000,000 COMBINED LIMIT S 2,000,000 B AUTOMOBILE UABILITY (Ea X ANY AUTO BAP614287703 10/1/2024 10/1/2025 BODILYINJVRY(Perperson) S OWNED SCHEDULED AUTOS ONLY AUTOS I pBOOpDILY INJURYpg (Peer accident) S - --. AUTO SLY BUT NO�OCtJI Covered I (Per aacco deem) E J X x Liability Ded.: S 1,000,000 UMBRELLA LIAB I OCCUR EACH OCCURRENCE S EXCESS LAB i CLAIMS-MADE AGGREGATE S DED RETENTIONS S C WORKERS COMPENSATION X STATUTE OT H- ANO EMPLOYERS ORIPALIABILITY TNERJ WC614287603 10/1/2024 10/1/2025 1,000,000 ANYQ PROPRIIETgOERR/PARTNER/EXECUTIVE . ER N E.L EACH ACCIDENT S QFFndamry In NHI EXCLUDED" N NIA 1,000,000 E L.DISEASE-EA EMPLOYEE S If yes,desalbe under 1,000,000 DESCRIPTION OF OPERATIONS below E L.DISEASE•POLICY LIMIT S • DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule.may be attached if more space is required) Workers'Compensation Policy WC614287603 Deductible:S1,000,000. Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ty p ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main St Northampton,MA 01060 AUTHORIZED REPRESENTATIVE . ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD II `` Astrav205L 12!10,2024 06 40 AM PI " ,,,rs, unrun ZH OF Y._d CAT 1 Subject:Structural Certification for Proposed Residential Solar Installation. �zc Job Number:221 R-317OHAR,Rev Al •' J.ItATTJ, T 45 �,t(VVPtS!; Client:Samuel Ohara NO`54057 a. Address:317 Florence Rd, Northampton. MA 01062 e 16'SrONAI 04 G\ Attn:To Whom It May Concern Exp.6/30/2026 Digitally Signed On.12/10/24 A field observation was performed by a qualified Sunrun Technician to document the existing structure of the above mentioned address From the field observation.the existing roof structure was observed as the following: •AR-01:Comp Shingle roofing over plywood supported by 2x4.SPF#2 Trusses @ 24"OC.Truss web members break up the top chord span. •AR-02:Comp Shingle roofing over plywood supported by 2x4,SPF#2 Trusses @ 24"OC.Truss web members break up the top chord span •AR-03:Comp Shingle roofing over plywood supported by 2x4,SPF#2 Trusses @ 24"OC.Truss web members break up the top chord span. •AR-04:Comp Shingle roofing over plywood supported by 2x4,SPF#2 Trusses @ 24"OC.Truss web members break up the top chord span. Design Criteria •MA 10th Ed.CMR 780(2021 IRC/IBC/IEBC),7-16 ASCE&2018 NDS •Basic(Category II)Wind Speed V=113 mph.Exposure B •Ground Snow Load=40 psf,Min Flat Roof Snow Load=35 psf Based on this evaluation, I certify that the alteration to the existing structure by the installation of the PV system meets the requirements of the applicable existing and/or new building code provisions referenced above. Additionally, I certify that the PV module assembly including all attachments supporting it have been reviewed to be in accordance with the manufacturer's specifications Results Summary(Hardware Check Includes Uplift Check on Attachments/Fastener.Structure Check Considers Main Structure) Orientation Attachment Spacing/Cantilever Configuration Max DCR Result Landscape 72 :13 Staggered 69'- Pass AR-01 Ponran NA NA NA Roofing Material Pitch Structure Check Comp Shingle 19° Pass Orientation Attachment Spacing/Cantilever Configuration Max DCR Result Landscape 72 28 Staggered 69°o Pass AR-02 Portrait NA NA NA Roofing Material Pitch Structure Check Comp Shingle 19° Pass Orientation Attachment Spacing/Cantilever Configuration Max DCR Result Landscape 72. 28 Staggered 69 : Pass AR-03 Portrait NA NA NA Roofing Material Pitch Structure Check Comp Shingle 19" Pass 225 Bush St.Suite 1400 San Francisco,CA 94104 4 Orientation Attachment Spacing/Cantilever Configuration Max DCR Result Landscape 72 :3 Staggered 69 ' Piss AR-04 Portrait NA NA NA Roofing Material Pitch Structure Check Ccnnp Shingle 19° Pass o k. AR-01 Roofing Materia: Roof Pitch Spacing Hardware Results Structural Results '.355 ..-5 Hardware Calculations Attachment Information QKachment RLU SpeedSeal Track 0 6(p-(3pst x cos(pitch)p x tnb area=429 lb Uplift Capacity 623 lb C ft VVmd Design Criteria(Partially/Fully Enclosed Method,ASCE 7-16) Base;ViAnd Sp.--•:: - 113 mph Wind Speed-Category II Wind Pressure exposure Kz 0 57 Table 26 10-1 Topographic Factor Kzt 1 0 Figure 26 8-1 Wind Directionality Factor Kd 0 85 Table 26 6-1 Ground Elevation Factor Ke 1.0 Section 26 9 Velocity Pressure qh=0.00256 x Kz x Kit x Kd x Ke x V' 13 55 psf Equation 26 10-1 Solar Adjustment Factors ye(Port/Land)_ (1.1 01) ya= 0 535 Figure 29 4-8 Zone 1(up) Zone 2(up) Zone 3(up) Zone 1(down) Ext Pressure Coefficient GCp -1 95 -2 53 -3 Cl 0 57 Figures 30 3-2(A-H) Ultimate Design Wind Pressure p=qh x GCpx ye x ya -16 psf -'A 37 psf -16 psf 16 psf Equation 29 4-7 Mod Onentation X-Spacing Cantilever Tnb Area Demand DCR Final Result .andscape 72' 28" 20 6 ft' 25 3 psi 69% Pass Structural Calculations Gravity Loading Summary Load Defin:l:ons Code Factors Pg=40 psf 1 Pf=0 7 x Ce x Ct x Pg Initial Pre-PV LowPs =Cs x P( Post-PV Load Roof Dead Load(D) DL 10 0 psf 10 0 psf 10 0 psf PV Dead Load(D) PV DL 3 0 psf 0 0 psf 3 0 psf Roof Live Load(Lr) RLL 20 0 psf 19 9 psf 0 99 0 0 psf Sloped Snow Load(Pf- Ps) LUSL i 35 0 psf 35 0 psf 1 00 I 0 85 29 8 psf Total Design Load 45 0 psf 42 8 psf Cd Factor of Governing LC 1 15(D+S) 1 15(D•S) Total Desgn Load(Normalized) 39 1 psf 37 2 psf IEBC 5%Check Net Design Gravity Loading Change(Normalized wl Cd Fact I -2 0 psf I DCR 95% I Pass Detailed Loading Summary Total Span(Honz) 12'-7" Support 7ylx, Truss Top Lat Bracing Full Overhang 0'-0" Wood Species SPF Bot Lat Bracing At Supports Span 1 7'-6" Wood Grade #2 A(in^2) 5 25 Member Size 2x4 Sx(in'3) 3 06 Actual Breadth 1 50" Ix(in^4j 5 36 PV Locations Start End Actual Depth 3 50" No Upgrades Required Array 1 Location 0'-0" 7'-6" OC Spacing 24" Sheathing 1/2"OSB Framing Analysis Results en ,y CL(-) CF Cr - 1CC '5 115 Demand Capacity OCR Final Result foO) 811 psi Fb(") 2083 psi 39% Pass to(-) 1626 psi Fb'(-) 2083 psi 78% Pass f= 89 psi FJ 186 psi 48% Pass 1 ) AR-02 Roofing Material Roof Pitch Spacing Hardware Results Structural Results Comp Shingle 1 Pass Pe ss Hardware Calculations Attachment Information Attache, , ,-iSeal ; 'JpI,fl Force 0 6(c. :'os(Ixtcn)))x lob area=429 lb Uplift Capacity 623 i. a=4 0 ft Wind Design Criteria(PartiallylFully Enclosed Method,ASCE 7-16) Basic Wind Speed 113 mph Wind Speed-Category II Wind Pressure Exposure Kz 0 57 Table 26.10.1 Topographic.Factor Kzt 1 0 Figure 26 8-1 Wind Directionality Factor Kd 0 85 Table 26 6-1 Ground Elevation Factor Ke 1 0 iSection 26 9 Velocity Pressure qh=0 00256 x Kz x Kzt x Kd x Ke x V' 13 55 psf E uation 26 10-1 Solar Adjustment Factors ye(Port/Land)_ (1 1.01) ya= 0 535 figure 29.4-8 Zone 1(up) Zone 2(up) Zone 3(up) Zone 1(down) l Ext Pressure Coefficient GCp -1 95 -2 53 -3 01 0 57 Fig(ires 30 3-2(A+1) Ultimate Design Wind Pressure p=qh x GCp x ye x ya -16 psf -18 37 psf -16 psf 16 psf En ia1 0^2"...;4.7 ModOnentation X-Spacing Cantilever Trib Area Demand DCR ialRes.- Landscape 2. 28" 20 6 ft' 25 3 psi 69% Pass Structural Calculations Gravity Loading Summary Load Definitions ...-0rs Pg=40 psf I Pf=0 7 x Ce x Ct x Pg Initial Pre PV Load Post-PV Load =x Pf Roc'Dead Load(D) DL 10 psf 10 0 psf 10.0 psf PV Dead Load(0) PV DL 3pst 00psf 30psf Roof Live Load(Lr) RLL 20 psf 19 9 psf 0 99 0 0 psf Sloped Snow Load(Pf--Ps) LUSL 35 psf 35.0 psf 1 00 _I 0 85 29 8 psf Total Design Load 45 0 psf 42 8 psf Cd Factor of Governing LC 1 15(D+S) 1 15(D+S) Total Design Load(Normalized) 39 1 psf 37 2 psf IEBC 5%Check Net Design Gravity Loading Change(Normalized wl Cd Fact,.• I -2 0 psf ] DCR 95% I Pass Detailed Loading Summary Total Span(Honz) 12-7" Support Type Truss Top Lat Bracing Fu l Overhang C'C" 'Wood Species SPF Bot Lat Bracing At Suppors Span 1 7.6•' Wood Grade 02 A(in"2) 525 Member Size 2x4 Sx(in^3) 3 0.5 Actual Breadth 1 50" lx(iri'4) 5 36 PV Locations Start End Actual Depth 3 50" No Upgrades Required '•rray 1 Location 0-0" 7'-6" OC Spacing 24" Sheathing 112"OSB Framing Analysis Results Governing LC Cd CL(- ;- Cr D+S 1 15 1 15 Demand Capacity DCR Final Result fb(+) 811 psi F t'(+: 2083 psi Pass fb(•) 1626 psi Fb'(-) 2083 psi - Pass fv 89 psi Fv' 186 psi Pass AR-03 Roofing Material Roof Pitch Spacing Hardware Results Structural Results :s Pas Hardware Calculations Attachment Information Attachment RLU SpeedSeal Track Uplift Force 0 6(p-(3psf x cos(pdch)))r trib area=429 lb Uplift Capacity 623 lb a=4.0 ft Wind Design Criteria(Partially/Fully Enclosed Method.ASCE 7-16) Basic Wind Speed 1 t 3 mph Wind Speed-Category I! Wind Pressure Exposure K7 0 57 Table 26 10-1 Topographic Factor Kzt 1 0 Figure 26 8-1 Wind Directionality Factor Kd 0 85 Table 266.1 Ground Elevation Factor Ke 1 0 Section 269 Velocity Pressure qh=0.00256 a Kz x Kzt x Kd x Ke x V' 13 55 psf Equation 26 10-1 SolarAdlustrnent Factors ye(Port/land)_ (1,1 01) ya= ".)` Figure 29 A-8 Zone 1(up) Zone2(up) Zone 3(up) Zone 1(down) Ext Pressure Coefficient GCp -1 95 -2 53 3 01 0 57 Figures 30 3-2(A-H) Ultimate Design Wind Pressure p=qh x GCp x ye x ya •16 psf -18 37 psf -16 psf 15 psf Equation 29.4-7 Mod Orientation X-Spacing Cantilever Tnt,Area Demand DCR Final Result andscape 72' 2&" 20,,It' 25 3 psf 69% Pass Structural Calculations Gravity Loading Summary Load Definitions Code Factors Pg=40 psf I Pf=0 7 x Ce x Ct x Pg Initial Post-PV Load al Pre-PV Load Ps =Cs x Pf Roof Dead Load(D) DL 10 psf 10 0 psf 10 0 psf PV Dead Load(D) PV DL 3 psf C 0 psf 3 0 psf Roof Lrve Load(Lr) RLL 20 psf 19 9 psf C 99 0 0 psf Sloped Snow Load(Pf-->Ps) LL/SL 35 psf 35 0 psf 1 00 I 0 85 29 8 psf Total Design Load 45 0 psf 42 8 psf Cd Factor of Governing LC 1 15(D+S) �_—�.__.______.__—__ 1 15(D=S) Total Design Load(Normalized) 39 1 psf 37 2 psf IEBC 5%Check Net Design Grav 1 Leading Charge(Normalized wI Cd Factor) I -2 0 psf I DCR 95% I Pass Detailed Loading Summary Total Span(Honz) 12•6" Support',:, Truss Top Lat Bracing Full Overhang 0'-0" Wood SF,::- SPF Bot Lat Bracing At Supports Span 1 7-6' Wood Grade #2 Aqn^2) 525 Member Size 2x4 Sx(in'3) 306 Actual Breadth 1 50" lx(in^4) 5 36 PV Locations Start End Actual Depth 3 50" No Upgrades Required Array 1 Location 0'-0" 7'-6" OC Spacing 24" Sheathing 1/2"OSB Framing Analysis Results Governing LC Cc CL(+) CL(-) i P Cr DeS 1 15 1 1 I 1 15 Demand Capacity DCR Final Result qv• 811 psi FC'(''r 2C83 psi 39% Pass e-• 526 ps, Fn.(; 2083 psi "8% Pass N 89 ps re' 186 psi 48'- Pass AR-04 Roofing Material Roof Pitch Spacing Hardware Results Structural Results Comp Shingle Pass Pass Hardware Calculations Attachment Information Attachment RLU SpeedSeal Track 'J lift Face 0 6(p-(3t - urea=429 it, ...phft Capacity 623 r, a=4 0 ft Wnd Design Criteria(PartiallylFully Enclosed Method,ASCE 7-16) Basic Wind Speed 113 mph Wind Speed-Category:I Wind Pressure Exposure Kz 0 57 Table 26 10-1 Topographic Factor Kzt 1 0 Figure 26 8.1 Wind Directionality Factor Kd 0 85 Table 26 6-1 Ground Elevation Factor Ke 1 0 Section 269 Velocity Pressure qh=0 00256 x Kz x Kzt x Kd x Ke x V' 13 55 psf Equation 26 10-1 Solar Adjustment Factors ye(PortiLand)_ (1 1 01) ya= 0 535 Figure 29 4-8 Zone 1(up) Zone 2(up) Zone 3(up) Zone 1(down) Ext Pressure Coefficient GCp -1 95 -2 53 -3.01 0 57 Figures 30.3-2(A-H) Ultimate Design Wind Pressure p=qh x GCp x ye x ya -16 ps' 18 37 psf -16 psf 16 psi tguaoon 29 4-7 Mod Orientation X-Spacing Cantile.er Trib Area Demand DCR Final Result I andscape ,2 2,• 20 6 ft' 25 3 psf 69% Pass Structural Calculations I Gravity Loading Summary Load Definitions Code Factors Pg=40 psf I Pf=0.7 x Ce x Cl x Pg Initial Pre-PV Load Post-PV Loac Ps =CsxPf Roof Dead Load(D) DL 10 psf 10 0 psf 10.0 psi PV Dead Load(D) PV Ct 3 psf 0 0 psi 3 0 ps' Roof Live Load(Lr) RLL 20 psf 19.9 psf 0 99 0 0 psf Sloped Snow Load(Pf—>Ps) LLISL 35 pst 35.0 psf _ 1 00 I 0 85 29.8 psi Total Design Load 45 0 last 42 8 psf V W Cd Factor of Governing LC 1 15(D•S) ' 15(D•S) Total Design Load(Normalized) 39 1 psf 37 2 psf IEBC 5%Check Net Design Gravity Loading Change(Normalized wi Cd Fac:c- I -2.0 psf I DCR 95% I Pass Detailed Loading Summary j Total Span(Honz) 12.-6" Support Type Truss Top Lat Bracing Full Overhang 0'-0" Wood Species SPF Bot Lat Bracing At Suppor. Span 1 7'-6" Wood Grade 82 A(in^2) 525 Member Size 2x4 Sx(in^3) 3 Ott Actual Breadth 1 50" lx(in^4) 5 36 PV Locations Start End Actual Depth 3 50" No Upgrades Required Array 1 Location 0'-0" 7'-6" OC Spacing 24" Sheathing 1l2"OSB F Framing Analysis Results Governing LC Cc C I. - D.S - 1 - - Demand Capacity DCR Final Result 1b(*) 311 usi I: :- ...: , ... Pass tie') 1626 ps I- t r- Pass fv 89 psi t Pass fir III SHEET INDEX LEGEND SCOPE OF WORK GENERAL NOTES PAGE ti DESCRIPTION •SYSTEM SIZE 11480W DC.10000W AC •ALL V1ORK SHALL COMPLY WITH MA 10TH ED CMR 780(2021 IRC✓IBC(IEBC),7-16 PV-1 0 COVER SHEET SE SERVICE ENTRANCE •MODULES (28)HANWA-IA Q-CELLS 0 PEAK DUO BLK ASCE&2018 NDS.2023 NEC AND 2023 MA ELECTRICAL CODE 527 CMR 12 00(2023 ML-G10+410 NFPA 70 WITH MA AMENDMENTS) MUNICIPAL CODE AND ALL MANUFACTURERS' PV.2 0 SITE PLAN Mp MAIN PANEL •INVERTERS (1)SOLAREDGE TECHNOLOGIES. USTINGS AND INSTALLATION INSTRUCTIONS PV-3 0 LAYOUT SE10000H-USMN •PHOTOVOLTAIC SYSTEM WALL COMPLY WITH NEC 2023 •RACKING RL UNIVERSAL.SPEEDSEAL TRACK ON COMP TO •ELECTRICAL SYSTEM GROUNDING MILL COMPLY WITH NEC 2023 PV-4 0 ELECTRICAL SP SUB-PANEL FRAMING SEE DETAIL SNR-DC.00436 •PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY PV-50 SIGNAGE GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. LC PV LOAD CENTER •MODULES CONFORM TO AND ARE LISTED UNDER UL 61730 •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 SM SUNRUN METER •SNAPNRACK RACKING SYSTEMS IN COMBINATION WITH TYPE I.OR TYPE II MODULES.ARE CLASS A FIRE RATED •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL DEDICATED PV METER CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1) •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(D). •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. FT INVERTER(S) •11 2 AMPS MODULE SHORT CIRCUIT CURRENT •14 AMPS DERATED SHORT CIRCUIT CURRENT[690 8(A)&690 8(B)] •PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 690 12(B)(2)(2) AC DISCONNECT(S) CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION DC n DC DISCONNECT(S) V IQ COMBINER BOX E 7 INTERIOR EQUIPMENT ABBREVIATIONS UJ SHOWN ASDASHEC __--_ -- cm CHIMNEY LA ATTIC VENT s u n r u n . . , _.,„ FLUSH ATTIC VENT o PVC PIPE VENT ® METAL PIPE VENT VICINITY MAP a16012e --.. T.VENT •, ._ w SATELLITE DISH CUSTOMER RESIDENCE " SAMUEL OHARA FIRE SETBACKS ', '••�• 317 FLORENCE RD. NORTHAMPTON MA 01062 .- -- HARDSCAPE -.- TEL (413)234-5566 APN NHAM.000030A-000070.000001 -PL- PROPERTY LINE A,, PROJECT NUMBER • SCALE NTS �° ' 221R-3170HAR __ +�.,� DESIGNER 1415)560.6920 ex3 SOLAR MODULES Eliphaz NIYOGUSHIMWA SHEET __ �3'! REV NAME DATE COMMENTS COVER SHEET �.-....... o J o REV Al 121712024 SNR MOUNT PAGE - . SNR MOUNT&SKIRT PV-1.0 SITE PLAN•SCALE=1118'=1'-0 (N)ARRAY AR-01-� \ Z\ reP \\ MUM \ \‘, \ (E)RESIDENCE c- \ (E)DECK �(0� ,,, \\F2c6' < . • y #Vs ." •� sunrun c-- NOTES: (E)DRVEWAY RESIDENCE DOES NOT CONTAIN ACTIVE FIRE (E)SKYLIGHT SPRINKLERS 018012C (N)ARRAY AR-03 ARRAY DETAILS: (N)ARRAY AR-02 c • TOTAL ROOF SURFACE AREA 2087 SOFT / / - • TOTAL PV ARRAY AREA 591 8 SO FT CUSTOMER RESIDENCE FIRE SETBACKS • PERCENTAGE PV COVERAGE (18"TYP) (TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE SAMUEL OHARA AREA) 100=28 6% 317 FLORENCE RD, (N)ARRAY AR•04 , NORTHAMPTON.MA.01082 c.. ROOF PATHWAYS - \Z ARRAY TRUE MAG PV AREA TEL(413)234.5566 (3 TYP) PITCH AZIM AZIM (SOFT) APN NHAA4000030A-000070•000001 AR•01 19 51 65 2114 PROJECT NUMBER 221R-317OHAR AR-02 19- 230 244' 1268 _ AR-03 19' 51•.....85: _ 128,8 DESIGNER (415)580-6920 ex3 AR-04 19 231 245' 128.8 Ellphaz NIYOGUSHIMWA SHEET SITE PLAN REV.Al 12/7/2024 PAGE PV-2.0 b. f 4 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name Type Height Type Max OC Detail Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD:3 PSF Configuration SNOW LOAD:40 PSF Span Spacing OC Spacing Overhang OC Spacing Overhang WIND SPEED: RL UNIVERSAL SPEEDSEAL TRACK ON COMP TO 113 MPH 3-SEC GUST AR-01 COMP SHINGLE-RLU 1-Story 2X4 CARPENTER TRLLSSFS 7'-6" 24" FRAMING,SEE DETAIL SNR-DC-00436 6-0" 2.4" NA NA STAGGERED S.S.LAG SCREW 5116"2 5"MIN EMBEDMENT AR-02 COMP SHINGLE-RLU 1-Story 2X4 CARPENTER TRUSSES 7'-6" 24" RI UNIVERSAL,SPEEDSEAL TRACK ON COMP TO FRAMING, 2.a' NA NA STAGGERED FRAMING,SEE DETAIL SNR-DC•00436 AR-03 COMP SHINGLE-RLU 1-Story 2X4 PREFABRICATED TRUSSES 7'.6" 24" RL UNIVERSAL SPEEDSEAL TRACK ON COMP TO FRAMING, 2.4" NA NA STAGGERED FRAMING,SEE DETAIL SNR-OC-00436 RL UNIVERSAL SPEEDSEAL TRACK ON COMP TO AR-04 COMP SHINGLE•RLU 1-Story 2X4 PREFABRICATED TRUSSES 7.-6 24" FRAMING,SEE DETAIL SNR-DC-00436 6-0" 7.4" NA NA STAGGERED /sw Or Ws� 01-AR-01-SCALE:tl8"=1'-0" 02-AR-02-SCALE:118"=1'-0" J IfAT Thf7M.1!= AZIM:51' AZIM:230' 4.Ur ' y PITCH:19• PITCH 19 'No 54057 Cr Y 1G-T'--.-. .._ • 18'8" 1'.1" \,c CrSTE49`?44i t 1f 4'4' *-----—s 0 o - a • o a o --i r n . - • Y • • • 6'41" a n 6 TYP1- -6'TYP—.• / 1'1"' .o. . ^ �-- —cam - t. n 1�' (E)SKY LIGHT y s u n r u n D3-AR-03-SCALE:118"=1'.0" D4-AR-04-SCALE:118"=1'-0" AZIM:51 AZIM:231" 'v'-+ ''�1LC 'ITCH 19. PITCH 19 1'4". 18'8" -- -� 4' f - q'4 {-.. --- - - 18'8" __._,r ge 4'-10" -. CUSTOMER RESIDENCE + o e o a -I SAMUEL OHARA 1 i I ! 317 FLORENCE RD. 5• Lr NORTHAMPTON,MA 01052 -2' a • 0 6'-11" - - i n n T F n TEL.1413)234-5566 APN NHAM-000030A•000070-000001 I —1'T PROJECT NUMBER. 6'•11" 221 R•317OHAR STRUCTURAL NOTES: DESIGNER i4151580.6920ex3 1,:3' INSTALLERS SHALL NOTIFY ENGINEER OF ANY POTENTIAL STRUCTURAL ISSUES OBSERVED PRIOR TO Ehphaz NIYOGUSHIMWA — PROCEEDING Wl INSTALLATION SHEET • IF ARRAY(EXCLUDING SKIRT)IS WITHIN 12'BOUNDARY REGION OF ANY ROOF PLANE EDGES(EXCEPT LAYOUT VALLEYS) THEN ATTACHMENTS NEED TO BE ADDED AND OVERHANG REDUCED WTHN THE 12- BOUNDARY REGION ONLY AS FOLLOWS REV Al 12/7/2024 ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS TO BE REDUCED BY 5096 •• ALLOWABLE OVERHANG INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE ATTACHMENT SPACING PAGE PV_3.0 INDICATED ON PLANS © 1 HANWHA 0-CELLS O PEAK DUO ELK MI-G10+410 (N)LOCKABLE STRING 3 OF 12 MODULES BLADE TYPE FUSEL/ (WITH U650 OPTIMIZERS) AC DISCONNECT EXISTING 200A ,• . MAIN BREAKER �r al 1 HANWHA 0-CELLS END FED `EC 0 PEAK DUO BLK EXISTING 2.00A ML-G10+410 MAIN PANEL SOLAREDGE STRING 2 OF 8 MODULES 200A BUS SE10000H-USMN — (WITH 0650 OPTIMIZERS) 10000 WATT O T INVERTER 7J 1 HANWHA 0-CELLS Q.PEAK DUO BLK ML-G10+410 oT o ', STRING 1 OF 8 MODULES 9 - 0 b ‘I /v 0--,--0 - (WITH U650 OPTIMIZERS) • J 1 FACILITY! SQUARE D LOAD RATED DC JUNCTION GROUND SST 0222NRB. DISCONNECT WITH 80X 3R 60A,2P AFC!RAPID 120/240VAC SHUTDOWN 60A FUSES COMPLIANT POINT OF INTERCONNECTION 705 11(Ax2).SOPPY SIDE TAP AT OPPOSITE END OF BUSBAR METER NUMBER 60965665 EQUIPMENT CHARACTERISTICS INCLUDED IN SPEC SHEETS NOTE TOTAL PV BACKFEEO =52 5A USED FOR INTERCONNECTION CALCULATIONS CONDUIT SCHEDULE s u n r u n TAG CIRCUIT DESCRIPTION CONDUCTOR NEUTRAL GROUND CONDUIT 1 Inverter Input (2)10AWG (PV WIRE) N/A 6AWG(BARE) Open Air 1118012C 2 Inverter Input (6)10 AWG NIA 8 AWG THHN/THWN-2 3)4 EMT - THHN/THWN-2 3 Inverter Output (2)6 AWG (1)10 AWG 3 AWG THHN/THWN-2 3/4 EMT THHN/THWN-2 THHN/THN-2 ::JSTOMER RESIDENCE W SAMUELOHARA 4 inverter Output (2)6 AWG (1)8 AWG 8AWGTHHN/THWN2 3/4 EMT 317FLORE7JCERD. THHN/THWN-2 THHN/THWN-2 NORTHAMPTON MA 01062 MODULE CHARACTERISTICS U630OPTIMIZER CHARACTERISTICS: TEL (413)234-5566 HANWHA 0-CELLS Q PEAK DUO BLK MIN INPUT VOLTAGE 8 VDC _APN NHAM-000030A-0 7p- `J1 ML-G10+410 410 W MAX INPUT VOLTAGE 60 VDC PROJECT NUMBER OPEN CIRCUIT VOLTAGE 4537 V MAX INPUT ISC 15 ADC 221R-3170HAR MAX POWER VOLTAGE 37.64 V MAX OUTPUT CURRENT. 15 ADC SHORT CIRCUIT CURRENT 11.2 A DESIGNER (4 t 5)580.6920 ex:' SYSTEM CHARACTERISTICS-INVERTER 1 Eliphaz NIYOGUSHIMWA SYSTEM SIZE 11480W SHEET SYSTEM OPEN CIRCUIT VOLTAGE 12 V ELECTRICAL MAX ALLOWABLE DC VOLTAGE 480 V SYSTEM SHORT CIRCUIT CURRENT 45 A REV Al 12,7r2324 PAGE PV-4.0 r INVERTER 1 NOTES AND SPECIFICATIONS •SIGNS AND LABELS SHALL MEET THE REQUIRE ME 1.'_.OF THE NEC 2023 ARTICLE PHOTOVOLTAIC DC DISCONNECT 110 21(B)UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690.OR ELECTRICAL SHOCK HAZARD IF REQUESTED BY THE LOCAL AHJ. MAXIMUM SYSTEM VOLTAGE ®VDC •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE TERMINALS ON LINE AND LOAD WORDS.COLORS AND SYMBOLS SIDES MAY BE ENERGIZED IN LABEL LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR INNING LABEL LOCATION. METHOD AND SHALL NOT BE HAND WRITTEN THE OPEN POSITION INVERTER(S).DC DISCONNECTIS) •LABEL SHALL BE Of SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT PER CODEIS).NEC 2023.690.7(01 NVOLVED. LABEL LOCATION. •SIGNS AND LABELS SHALL COMPLY WITH ANSI 25354)2011,PRODUCT SAFETY INVERTER(S).AC/DC DISCONNECT(S) SIGNS AND LABELS UNLESS OTHERWISE SPECIFIED. AC COMBINER PANEL(IF APPLICABLE) •DO NOT COVER EXISTING MANUFACTURER LABELS PER CODEIS)NEC 2023.890.13(B). 705 20(7).705.15(C) DUAL POWER SUPPLY SOURCES:UTILITY GRID WARNING:PHOTOVOLTAIC AND PV SOLAR ELECTRIC POWER SOURCE SYSTEM LABEL LOCATION LABEL LOCATION. INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT. UTILITY SERVICE METER AND MAIN AT EACH TURN.ABOVE AND BELOW PENETRATIONS. CAUTION • SERVICE PANEL ON EVERY JB(PULL BOX CCNTANNG DC CIRCUITS, PER COOE(S)'.NEC 2023.705 MCI PER CODE(S)NEC 2023'690 311D62) Q ARNIN RAPID SHUTDOWN SWITCH MULTIPLE SOURCES OF POWER •CA FOR SOLAR PV SYSTEM DO NOT RELOTE THIS '�� OVERCURRENT DEVICE LABEL LOCATION —SOLAR PANELS ON ROOF LABEL LOCATION INSTALLED WITHIN 3'OF RAPID SHUT DOWN ADJACENT TO Pi BREAKER AND ESS SWITCH PER CODEIS)NEC 2023 890 12iDN2),IFC .L — $u n r u n OCPD IIF APPLICABLE). 2018 1204 5 3 —PER CODE(Sr NEC 2023'705 12(B921 • I SOLAR PV SYSTEM EQUIPPED _ 80,2° 1.833 937 ext. 0 $ [1] _ 4...:, WITH RAPID SHUTDOWN 1.855.478.6786 m CUSTOMER RESIDENCE. r«=,�,,..., MAIN PANEL (INT) SAMUEL OHARA 911 '! 317 FLORENCE RD. SUf run —INVERTER IJORTHAMPTON.MA 01062TURN RAPID SHUTDOWN SWITCH TO THE"OFF' —AC DISCONNECT TEL (413123.5566 LABEL LOCA710.`, POSITION TO SHUT DOWN APN-NHAM-000030A-000070.00000I —SERVICE ENTRANCE ---- MAIN SERVICE DISCONNECT PV SYSTEM AND REDUCE PROJECT NUMBER SHOCK HAZARD IN THE 221 R•317OHAR ARRAY. 1111 DESIGNER. (415)560.6920 ex3 317 FLORENCE RD, NORTHAMPTON, MA, 01062 Ellphaz NIYOGUSHIMWA SHEET LABEL LOCATION. SIGNAGE ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE PER CODE/SI NEC 2023.705.10121 DISCONNECTING MEANS TO IANICH THE PV SYSTEMS ARE CONNECTED. REV.Al 1 2/712 0 2 4 PER CODEIS)NEC 2023.890.1210) PAGE PV-5.0 Docusign Envelope ID:042F3CEB-8EDE-41 FA-A125-3DD4CA9DEFOD SUiRLJl 600 California Street Suite 1800 San Francisco,CA 94108 permitteam-srs@sunrun.com AUTHORIZATION LETTER FOR BUILDING APPLICATION AND PERMITTING FORMS ONLY. TO WHOM IT MAY CONCERN: I, Samuel ohara , residing at 317 Florence rd Florence MA 01062 hereby authorize an assigned Sunrun Permit Coordinator, to act as my representative in all matters related to the building application and permitting process, including the collection of my signature for required forms as it relates to 317 Florence rd Florence MA 01062 This authorization is effective from 11/15/2024 and will remain valid for one year, unless revoked by me in writing. I acknowledge that I will be bound by any decision made by my assigned Sunrun Permit Coordinator on my behalf during this period. I also understand that my assigned Sunrun Permit Coordinator and the building or permitting department are not responsible for verifying the accuracy of the information provided by myself or my representative. Therefore, I give full consent in regards to this authorization with respect to building applications and permit forms. Sincerely, Signed by: Name: samuel ohara Signature: � �✓C Date: 11/15/2024 rrcreIocron.eo..