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22B-049 (2) BP-2024-1521 19 RYAN RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 22B-049-001 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-2024-1521 PERMISSION IS HEREBY GRANTED TO: Project# 2024 SOLAR Contractor: License: SUNRUN INSTALLATION SERVICES Est. Cost: 9249 INC CS-090170 Const.Class: Exp.Date:05/09/2026 Use Group: Owner: STACIA SILVIA, Lot Size(sq.ft.) Zoning: GI/WP/WSP/WSP-0 Applicant: SUNRUN INSTALLATION SERVICES INC Applicant Address Phone: Insurance: 240A CHERRY ST 413-259-8044 WC614287603 SHREWSBURY, MA 01545 ISSUED ON:11/13/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 12 PANEL 4.92 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: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: ,7.2. Fees Paid: S125.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner ,:...,___ . f----- r,E-r-1,--,11:-:-._..._ , 1------- --",t:kf•i , The Commonwealth of Massachusetts / � -11 '�� FO Board of Building Regulations and 7anda?1s NOV 1 3M7 F I ALITY Massachusetts State Building Code, 80 R• ��2� i U Building Permit Application To Construct,Repair, no ai0 lish a Revised ar 2011 �10r-�o n I yl One-or Two-Family Dwelling DorHA rl fin(;tNSph" P This Section For Official Use Only M' 07060 roIVs Building Permit Number: if,P" -/,S.a/ Date Applied: d ` /�-zy 13Gtiding Official(Print Name) Sig a Date SECTION 1:SITE INFORMATION ljgrgtr��rty AArpzi. 1.2 Assessors Map&Parcel Numbers 1.1 a Is th('an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 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❑ Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' H n i oCA.01'v l� ()Or-I-halm() Name mt) City,State.Z I P n/Rct o.and et Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction❑ Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other lcti Specify: Solar Installation f Description of Proposed Work2:Installation of roof tophotovoltaic solar system /� panels kW i /eO$e. e fiez. 4a pr, 3?,aneer VW/Vp f4ri G � ca� ' SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $M •VI. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical S 7 •6 y ❑Standard City/Town Application Fee 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing S 2. Other Fees: $ 4.Mechanical (HVAC) S List: 5.Mechanical (Fire S Suppression) Total All F s Check No.1" Check Amount: Cash Amount: 6.Total Project Cost: S qf9/JQ• /„O 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 Deseript�dn 1 ;- No.and Street U Unrestricted(Buildings up to 35,000 cu.ft.) Chicopee, MA 01022 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering_ WS Window and Siding SF Solid Fuel Burning Applialces 413-259-8044 pioneervalleypermits@sunrun.com 1 Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 180120 10/13/2026 ' Sunrun Installation Services_Inc HIC Registration Number I',xpiration Date HIC Company Name or HIC Registrant Name 225 Bush St Suite 1400 pioneervalleypermits@ unrun.com No.and Street Email addre s 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 all matters relative to workYautliorized'by this building permit application: • - •. • • Print Owner's Name(Electronic Signature) Mite 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 info ation cont fined in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) • NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregis red contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the . itration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program an be found at www.mass.gov/oca Information on the Construction Supervisor Licenge'can be found at www.mass •ov/dps 2. When substantial work is planned,provide the information below: • . • Total floor area(sq.ft.) (including garage,finished basement/attics,deck. 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 Coss, • The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 7 N�._t Lafayette City Center "E 1=. �'/ 2 Avenue de Lafayette, Boston, MA 02111-1750 ‘Ar—fs' 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 1 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 8. ❑ Demolition workingfor me in anycapacity. employees and have workers' 9. 0 Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LE 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 Homeowners 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 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: American Zurich Insurance Company Policy#or Self-ins. Lic. #:WC614287603 Expiration Date: 10/1/2025 Job Site Address: R J i �11� /1LCity/State/Zip:Uor-Fhan2-JoflE Attach a copy of the wor ers' 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c tifj.under the pains and penalties of perjury that the information provided above is true and correct. Si nature: �- � er; Date: 9/27/2024 Phone#: 559-240-9 70 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(check one): 10Board of Health 20 Building Department 3.❑City/Town Clerk 4.0 Electrical Inspector 50Plumbing Inspector 6.DOther Contact Person: Phone#: ® Commonwealth of Massachusetts Construction Supervisor Division of Occupational Licensure Unrestricted-Buildings of any use group which contain less than Board of Building Regulations and Standards 35,000 cubic feet(991 cubic meters)of enclosed space. Const(tltTi6illtep fervisor r~ ,,.._ s CS-090170 Willill expires: 05/09/2026 ROBERT J DECKER IV,IV 77 FEDERALiST } MONTAGUE 1 0134 .0,, ritil.-11\-. 0{bYd10 ` Failure to possess a current edition of the Massachusetts State • Building Code is cause for revocation of this license. Commissioner EV s•,--- Contact OPSI:(617)727-3200 or visit www.mass.gov/dpl/opsi Phone Number: 559-240-9370 THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washingtq :$,fret - Suite 710 Bostortr-Massachusetts 02118 Home Im -o•_ement-S';„ tractor.Re istration i rw .1__— w Type: Supplement Card SUNRUN INSTALLATION SERVICES INC. ; " '3 }��' a ation: 100120 21 WORLDS FAIR DR - - E�� lion: 10/13/2026 SOMERSET,NJ 08873 = '. _____ 1+�` _'1'J Update Address and ReturnCard. 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 Exniratlon 1000 Washington Street -Suite 710 180120 10/13/2026 Boston,MA 02118 SUNRUN INSTALLATION SERVICES INC. 00ROBERTCALIFORNIAJ.DECKER IV '�/ Q ���- 600 CALI ST K_s,- 9, L SUITE 1800 UndersecretaryNot vali without signature SAN FRANCISCO,CA 94108 9 �....4 SUNRINC-02 TWANG ACORIli7 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) `•� 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 CQMNTACT Walter Tanner NnE: _ Alliant Insurance Services,Inc. PHONE I FAX 560 Mission St 6th Fl (A/C,No,Ext): (A/C,No): San Francisco,CA 94105 itIDAFiless,Walter.Tanner@alliant.com AD INSURERS)AFFORDING COVERAGE NAIC• ISURER A:Evanston Insurance Company 35378 INSURED INSURER 8: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. INSR ADOL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE NSD WVD POLICY NUMBER (MMIDDIYYYYI,(MM/DD/YYYY1 LIMITS A X COMMERCIAL GENERAL UABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE El OCCUR MKLV5ENV104843 10/1/2024 10/1/2025 PREMISES CEaooarrencel $ 1,000,000 MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY n Fjta LOC PRODUCTS-COMP/OP AGG S 2,000,000 X OTHER:Retention:$200,000 Per Project Agg $ 5,000,000 B AUTOMOBILE UABILITY ((EOMBE4EEntSINGLE LIMIT $ 2,000,000 X ANY AUTO BAP614287703 10/1/2024 10/1/2025 BODILY INJURY(Per person) $ OWNED —SCHEDULED ' AUTOS ONLY AAUUTNOSSWry�p BODILY INJURY(Per accident) $ AUTO ONLY AUTOS ONLY (Per a nt AGE $ X g,"�pDeO x Cod:Not COVefeO 'Liability Ded.: S 1,000,000 UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ . DED RETENTIONS S C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X STATUTE ERH ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC614287603 101112024 10/1/2025 E.L.EACH ACCIDENT $ 1,000,000 OQFFFICER MEMBER EXCLUDED? N NIA OOO,OOO (Mandate n NH E.L.DISEASE-EA EMPLOYEE S 1' It yes desrnbe OF O 1,000,000 _�DESCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WC614287603 Deductible:51,000,000. Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CI of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CityP ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main St Northampton,MA 01060 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) C 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD S s u n r u n Astra v.2.050 11/12/2024 01:49 PM PILIL 14 OF N� CAT 1 Subject:Structural Certification for Proposed Residential Solar Installation. / fT C. Job Number:224R-019SILV;Rev Aorertri!« '� Client:Stacia Silvia No 0 7 Address:19 Ryan Rd,Northampton,MA 01062 yy949E v it•�`"� °/sT`p - B%oNAL Attn:To Whom It May Concem Exp.6/30/2020 Digitally Signed On:11/1224 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 2x6,SPF#2 Rafters©24"OC.Max span of 8ft 3in with no span break(s). •AR-02:Comp Shingle roofing over plywood supported by 2x6,SPF#2 Rafters @ 24"OC.Max span of 9ft 1 in with no span break(s). •AR-03:Comp Shingle roofing over plywood supported by 2x6,SPF#2 Rafters©24"OC.Max span of 8ft 9in with no span break(s). •AR-04 Comp Shingle roofing over plywood supported by 2x6,SPF#2 Rafters @ 24"OC.Max span of 8ft 9in with no span break(s). 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 28 Staggered 47`' Pass AR-01 Portrait 48 24 Staggered '%9 Pass Roofing Material Pitch Structure Check Comp Shingle 35" Pass Orientation Attachment Spacing/Cantilever Configuration Max DCR Result Landscape 72/28 Staggered 46' Pass AR-02 Portrait 48 24 Staggered 67 Pass Roofing Material Pitch Structure Check Comp Shingle 36° Pass Orientation Attachment Spacing/Cantilever Configuration Max DCR Result Landscape 7228 Staggered 47% Pass AR-03 Portrait 43'24 Staggered 69% Pass Roofing Material Pitch Structure Check Comp Shingle 35° Pass 225 Bush St.Suite 1400 San Francisco,CA 94104 Orientation Attachment Spacing/Cantilever Configuration Max DCR Result Landscape 72 2E Staggered 46 Pass AR-04 Portrait 48-24 Staggered 67- Pass Roofing Material Pitch Structure Check Comp Shingle 36' Pass 1 AR-01 Roofing Material Roof Pitch Spacing Hardware Results Structural Results 35 24" Hardware Calculations Attachment Information Attachment. RLU SpeedSeal Track C 6(p-(2ps'a ccs(p1ch))'x trb area=43C lb Uplift Capacity 623 lb a=4 0 ft Wind Design Criteria(Partially/Fully Enclosed Method.ASCE 7-16) Basic V1hnd Speed '3 mph Wind Speed-Category II Wind Pressure Exposure Kz 3 67 Table 26.10-1 Topographic Factor Kzt 1 D 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 Kea Kd x Ke x V' 15 96 psf Equation 26 to-I 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 47 -1 99 -2 16 0.77 Figures 30 3-2(A-H) Ultimate Design Wind Pressure p=qh x GCp x ye x ya -16 psf -16.98 psf -16 psi 16 psf Equation 29 4-7 Mod Orientation X.Specng Cantilever TnbArea Demand DCR Final Result Landscape 77' 28' 20 6 ft' 17 3 psf 47% Pass Portrait 48" 24' 24 7 ft' 17 3 psf 69% Pass Structural Calculations Gravity Loading Summary Load Definitions ir ilia r Pre-PV Load Post-PV Load Pg=40 psf Pf=0 7 x Ce x Ct x Pg • Roof Dead Load(D) DL 12 0 psf 12 0 psf 12.0 psf PV Dead Load(D) PV DL 3 0 psf 0 0 psf 3 0 psf Roof Live Load(Lr) RLL 20 0 psf 15 6 pet 0 '8 0 0 psf Sloped Snow Load(Pr-->Ps) LUSL 35 0 psf 35 0 psf 'CO I 0 ri 20 4 psf Total Design Loac 47 0 psf 35 4 psf Cd Factor of Governing LC 1 15(D*S' — 1 15(D+S) Total Design Load(Normalized) 40 9 psf 30 8 psi IEBC 5%Check Net Design Gravity Loading Change(Normalized wl Cd Fact,• I -10 1 psf I DCR 75% I Pass Detailed Loading Summary Total Span(Horiz.) 8'-8" Support lylo Rafter Top Lat Bracing Full Overhang 0'-4" Wood Species SPF Bot Lat Bracing At Supports Span 1 8'3" Wood Grade #2 A(in^2) 8.25 Member Size 2x6 Sx(in^3) /56 Actual Breadth 1.50" Ix(rn44) 20 80 PV Locations Start End Actual Depth 5.50' No Upgrades Required Array 1 Location 0'-9' 5'-8" OC Spacing 24" Sheathing 7/16'OSB Framing Analysis Results Governing LC Cc CL(*) CL(-) CF Cr D*S 115 1 _,. 13 115 Demand Capacity DCR Final Result ti 1139 psi Fb'(*) ''..14 psi 76% Pass 14 ps- Ft'(-) -F04 ,Si: '% Pass F6 ps Pass AR-02 Roofln9 Material Roof Pitch Spacing Hardware Results Structural Results Comp Shingle 36 aD' r-855 Hardware Calculations Attachment Information Attachment' RLU SpeedSeal Track Uplift Force'0.6(p-(3psf x cos(pitch)))x trib area=418lb Uplift Capacity.623 lb a=4.0It Wind Design Criteria(Partially/Fully Enclosed Method,ASCE 7-16) Basic Wind Speed V 113 mph Wind Speed-Category I) Wind Pressure Exposure Kz 0.67 Table 26 10-1 Topographic Factor Kzt 1.0 Rgure 26 8-1 Wind Directionality Factor Kd 0.85 "able 26.6-1 Ground Elevation Factor Ke 1.0 Section 26.9 Velocity Pressure qh=0.00256 x Kz x Kzt x Kd x Ke x V' 15.96 psf Equation 26.10-1 Solar Adjustment Factors ye(Port/Land)= (1.1.01) ya= 0.535 Rgure 29.4-8 Zone 1(up) Zone 2(up) Zone 3(up) Zone 1(down) Ext Pressure Coefficient GCp -1.47 -1 99 -2 16 0 77 Figu"es 30.3-2(A-H) Ultimate Design Wmd Pressure p=qh x GCp x ye x ya -16 psf -16 98 psf -16 psf 16 psf Ecuation 29.4-7 Mod Orientation X-Spacing Cantilever TribArea Demand DCR Final Result Landscape 72" 28" 20 6 ft' 16 9 psi 46% Pass Portrait 48" 24" 24 7 ft' 16 9 psf 67% Pass Structural Calculations Gravity Loading Summary Load Definitions Code Factors Pg=40 psf I Pf=0 7 x Ce x Ct x Pg Initial Pre PV Load Ps =Cs x Pf Post-PV Load Roof Dead Load(D) DL 12 psf 12.0 psf 12.0 psf PV Dead Load(D) PV DL 3 psf 0.0 psf - 3.0 psf Roof Live Load(Lr) RLL 20 psf 15.3 psf 0 76 0 0 psf Sloped Snow Load(Pf—>Ps) LUSL 35 psf 35.0 psf 1 00 I 0 57 • 19.8 psf Total Design Load 47.0 psf __ 34 8 psf Cd Factor of Governing LC 1 15(D+S) _ 1 15(D+S) Total Design Load(Normalized) 40.9 psf 30 3 psf IEBC 5%Check Net Design Gravity Loading Change(Normalized w/Cd Factor) I -10.6 psi j DCR 74% J Pass Detailed Loading Summary — Total Span(Honz) 9'-6" Support Type Rafter Top Lat Bracing Full Overhang 0'-4" Wood Species SPF Bot Lat Bracing At Supports Span 1 9'-1" Wood Grade #2 A(in^2) 8.25 Member Size 2x6 Sx(in^3) /56 _ Actual Breadth 1 50" Ix(in^4) 20 PV Locations Start End _ Actual Depth 5.50" No Upgrades Required Array 1 Location 1'-7" 7'-3" OC Spacing 24" Sheathing 7/16'OSB Framing Analysis Results Governing LC Cd CL(+) CL(-) CF Cr D+S 115 1 1 1 , 115 Demand Capacity DCR Final Result fb(+) 1312 ps Fb'(+) 1504 psi 87% Pass ft(-) 14 psi Fb'(-) 1504 psi t% F.,,s fv 58 psi t-v 155 psi 37% Mass AR-04 RooingMaterial Root Pitch Spacing Hardwire Results ' Structural Results Comp Shingle i _ _l Pass. Hardware Calculations Attachment Information Attachment. RLU SpeedSeal Track Up'ift Force:0 6(p-(3ps.f x cos{Hach)))x trio area==418 in Uplift Capacity 6231b a=4 0 It Wind Design Criteria(Partially/Fully Enclosed Method,ASCE 7-16) Basic Wind Speed V 113 mph Wind Speed-Category II Wino Pressure Exposure Kz 0 67 Table 26.10.1 Topographic Factor Kzt 1.0 Figure 26.5-1 Wind Directionality Factor Kd 0.85 Table 26.6-t Ground Elevation Factor Ke 1.0 Section 26.9 Velocity Pressure qh=0.00256 x Kz x Kzt x Kd x Ke x VS 15.96 psf Equation 26.10-1 Solar Adjustment Factors ye(PortlLand)= (1.1.01) ya= 0.535 Figure 29.4-8 Zone 1(up) Zone 2(up) Torte 3 NO Zone 1(dovm) Ext Pressure Coefficient GCp -1.47 -1 99 -2 16 0.77 Figures 30.3-2(A-H) Ultimate Design Wind Pressure o=qh x GCp x ye x ya -16 psf -16 98 pat -16 psf 16 psf Equation 29.4-7 Mod Orientation X-SpacingDemand Cantilever Trib Area OCR Final Result _ Landscape 77' 28" 20 6 ft' 16 9 psf 46% 1 Pass Portrait 48" 24" 24.7 ft' _ 16.9 psf 67% Pass Structural Calculations Gravity Loading Summary Load Definitions Code Factors Pg=40 psf Pf=0.7 x Ce x CI x Pg Initial Pre PV Load Ps Cs x Pf Post-PV Load = Roof Dead Load(D) DL 12 psf 12.0 psf 12.0 psf PV Dead Load(D) PV DL 3 pat 0 0 psf 3.0 psf Roof Live Load(Lr) RLL 20 psf 15.3 psf 0 76 0 0 psf Sloped Snow Load(Pf->Ps) LL/SL 35 psf 35 0 psf 1.00 r 0 57 19 8 pst Total Design Load 47.0 psf 34 8 osf Cd Factor of Governing LC 1.15(D+S) WM^ 1 15(0+S) _ Total Desn Load(Normalized) 40 9_psf 30 3 psf IEBC 5%Check Net Design Gravity Loading Change(Normafizedwl Cd Factor? 1 -10.6 pat [ OCR 74% I Pass i Detailed Loading Summary Total Span(Honz) 9'-2- Support Type Rafter TopLat Bracing Full Overhang 0'-4" Wood Species SPF Sot Lat Bracing At Supports Span t 2'-9" Wood Grade ir2 Alin^2) 8.25 Member Size 2x6 &((in"3) 7.56 Actual Breadth 1.50" 6((i11^4) 20 8 PV Locations Start End Actual Depth 5.50" t'4o Upgrades Required Array 1 Location 0'-9" 6'-5" - OC Spacing 24" '1 Sheathing 7116"OSB Framing Analysis Results Governing LC Cc CL+L CL(-) CF Cr D+S 1.15 1 i 1 3 1 15 Demand Capacity DCR Final Result fb(*) 1231 psi fib'(+) 1504 psi , 82% Pass • fb(-) 14 psi Fb'(-) 1504 psi 1% Peas he 5/psi Fl 155 psi 37% Pass I ARA3 Roofing Material Roof Pitch Spacing Hardware Results Structural Results Pass Pas. " Hardware Calculations Attachment Information — Attachment. RLyI SReedSeai Trccl Uplift Force 0.6(p-(3psf x o1sr�tch))x tub area=430 lb Uplift Capacity:623 lb a=4.0 ft Wind Design Criteria(PartiatlyMuly enclosed Method,ASCE 7.161 Basic Wind Speed V 113 mph Wind Speed-Category Il Wind Pressure Extl�osure 1(a 067 Table 26.10.1 Topographic ector Kit 1 0 Figure 26 8-1 Wind(Directionality actor Kd 0 85 'Table 26.6.1 Ground Elevation Factor Ke 10 Section 26 9 Velocity Pr ire Oh=0.00256 x Kz x Kzt x Kd x Ke x V' 15 96 psf Equation 26.10-1 Solar Adyustment F ors ye(Port/Land)= (1:1.01) ya a 0.535 Figure 29.4-8 Zone'I(up) Zone 2(up) Zone 3(up) Zone 4(down) Ext Pressure Coefficient], GCp -1.47 -1 99 -2.16 0 77 Figures 30.3-2(A-N) Ultimate Design Wind Prees.ure p=qh x GCp x ye if ya -16 psf -16.98 pet -16 pal 16 psf E uation 29.4-7 Mod Orientation - X=eci19_, _ Cantilever TribArea Demand 1- DCR Final Result Landscape 72' 28" 20.6 ft, 17 3 psf 47% Pass Portrait 48' ` 24" 24.7112 1 17.3 psf _ 69% Pass Structural Calculations Gravity Loading Summary Load Definitions Initial Pre-PV Load - Code Factors Post-PV Load Pg=40 ( Pf=0.7xCexCixPg Ps=CsxPf Roof Dead Load(D) a 12 psf 12.0psf 12.0 Est' PV Dead Load(D) PV DL 3 ps1 0.0 psf 3.0 psf . Roof Live Load(Lr) RLL 20 ps1 15.6f 0.78 0.0 psf Sloped Snow Load(Pf-->Pe} LLiSL A 3 f , 35.0psf 1.00 T 0.58 20.4 Qsf Total Desi n Load 47.0 psf 35.4 esf Cd Factor of Governing LC 1.15(D+S) 1.15(D+S) -- Total Design Load(Normalized) 40.9 psf i_ 30 8 psf IEBC 5%Check Net Design G ity Loading Change(Normalized wl Cd Factor) ( -10.1 psf L DCR'75% 1 Pass Dete)ted Loading Summary _ Total Span(Honz.) 9'-7' Support Type l :i, Top Lai Bracing Full Overhang I 0'-4" Wood Species SPF Bot Lat Bracing At Supports Span 1 1 8'9" Wood Grade #2 A(in^2) 8.25 I Member Size 2x6 Sx(in^3) 7 5t3 Actual Breadth 1 50' lx(in^4L 20 8 PV Locations Start End Actual Depth 5.50' No Utyades Required Array 1 Location 0'-9" 6'-5 OC Spacing 24" Sheathing 7/16"OSS Framing Analysis Results GovemingLC Cc CL(+) C{_(-y Cr r D+S 1.16 1 1 Demand III Capacity OCR T Final Result -�t+) 4747 psi - Ftf(r) 1504 psi 83% Pass '14 psi Fo(-) 1504 psi 1% Pass cg p, r.- 155 psi 37% Pass i SHEET INDEX SCOPE OF WORK GENERAL NOTES PAGE 0 DESCRIPTION .SYSTEM SIZE 4920W DC.3800W AC •ALL WORK SHALL COMPLY WITH MA 10TH ED CMR 7E0(2021 IRCABCAFRC).7.16 COVER SHEET •MODULES(12)HANWHA Q-CELLS.Q.PEAK DUO BLK ASCE&2018 NDS,2023 NEC AND 2023 MA ELECTRICAL CODE 527 CMR 12 00(2023 PV-1 0 NFPA 70 WITH MA AMENDMENTS) MUNICIPAL CODE.AND ALL MANUFACTURERS' PV-2 0 SITE PLAN ML-G10.410 LISTINGS AND INSTALLATION INSTRUCTIONS PV-3.0 LAYOUT •INVERTERS:(1)SOLAREDGE TECHNOLOGIES •PHOTOVOLTAIC SYSTEM WLL COMPLY VNTH NEC 2023. PV-4.0 ELECTRICAL SE3800H-USMN •ELECTRICAL SYSTEM GROUNDING MALL COMPLY WIN NEC 2023 PV-5.0 SIGNAGE •RACKING:RL UNIVERSAL,SPEEDSEAL TRACK ON COMP TO •PHOTOVOLTAIC SYSTEM IS UNGROUNDED NO CONDUCTORS ARE SOLIDLY FRAMING.SEE DETAIL SNR-DC-00436 GROUNDED IN THE INVERTER.SYSTEM COMPLIES WTH 690 35 •MAIN PANEL REPLACEMENT EXISTING 100 AMP MAIN •MODULES CONFORM TO AND ARE LISTED UNDER UL 61730. PANEL WITH 100 AMP MAIN BREAKER TO BE REPLACED WTH NEW 125 AMP MAIN PANEL WITH 100 AMP MAIN •INVERTER CONFORMS TO AND IS USTED UNDER UL 1741. BREAKER •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 •SERVICE ENTRANCE CONDUCTORS TO BE REPLACED •SNAPNRACK RACKING SYSTEMS,IN COMBINATION WTH TYPE I,OR TYPE II MODULES,ARE CLASS A FIRE RATED •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 890.12(1). •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(D). •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. •11.2 AMPS MODULE SHORT CIRCUIT CURRENT. •14 AMPS DERATED SHORT CIRCUIT CURRENT[690 8(A)&690 8(B)) ABBREVIATIONS •PV INSTALLATION COMPLIES WTH THE NEC 2023 ARTICLE 890.12(B)(2)(2) ' CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE , FACER(' LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION : sunrun :TniFFETR VICINITY MAP :E: E" d 'rFf r X O CUSTOMER RESIDENCE T,< e� STACIA SILVIA w� µ,.e;'a-trncF Fu£L 19 RYAN RD.NORTHAMPTON, NEW . .0 - ., o xx. MA,01062 NOT TO S:HF ,,. ....- ..... 7 TEL(207)310.1133 cN cENTEr, Wk APN.NHAM-000022B-000049-000001 .0 c,. n PUE F4Wti•TFD aPROJECT NUMBER: • 4.,,� -. 224R-019SILV `" Q DESIGNER: (415)580-6920 ex3 ,,, CHRISTIAN BANDAY SHEET REV NAME DATE COMMENTS COVER SHEET e a _ wnTT-. 1 - REV.A 11/9/2024 i,• PAGE PV-1.0 SITE PLAN-SCALE=1/16"=1'4' 1,,,, (E)DECK (N)ARRAY AR-04 \ (18E SETBACKS (18"TYP) / 4, (N)ARRAY AR.03 riejg La N., ® (N)ARRAY AR-02 ` ® ROOF PATHWAYS (3 TYP) :44 • • ,41/...menrec....... .... / •4111110„Arc% .4. . NOTES. ROOF PATHWAYS • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE (3'TYP) °< SPRINKLERS ROOF PATHWAYS 41 •a ,,\ /0Q,, s u n r u n ARRAY DETAILS:, (3 TYP) , a • TOTAL ROOF SURFACE AREA 946 SOFT (N)ARRAY AR-01 e- • TOTAL PV ARRAY AREA.253.7 SQ FT. i • PERCENTAGE PV COVERAGE (E)RESIDENCE , #180120 (TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE K•-< (N)CONDUIT SHALL ._.eo AREA)•100=26 896 BE RUN IN ATTIC ° ARRAY TRUE MAG PV AREAMI CUSTOMER RESIDENCE A PITCH AZIM AZIM (SOFT) 19 R ,N RYAN AN R0ORTHAMPTON, AR-._.____.-01 35 215' 22'1 126 E (E)DRIVEWAY MA.01062 AR•02 36' 36' 50' 42 3 TEL.(207)310.1133 A R 03 35 125 139� 42 3 APN NHA640000228-000049-000001 AR-04 36 305' 319` I 423 PROJECT 224R-019SILVBER LEGEND ® SUNRUN METER A,C AC DISCONNECT(S) EV ELECTRIC VEHICLE MD MICROGR� 0 BACKUPGA iWPT — SOLAR MODULES DESIGNER (413)380 6920ex3 --4E...- SUPPLYVj EQUPMENT INTERCONNECT DEVICE CHRISTIAN BANDAY- " '' >'' r�'' m +JC ENERGY STORAGE O ��- "'enn:�:-sr r,.m DEDICATED PV METER I I DC DISCONNECT(S) l f MA METER ADAPTER GP GENERATION PANEL SHEET SYSTEM SITE PLAN raw SERVICE ENTRANCE SP SUB-PANEL ®INVERTER(S) Q ACREL METER GROUNDING O4—COMMUNICATION ���� - ELECTRODE VNRES SNR MOUNT REV.A 11/9/2024 MP MAIN PANEL LC PV LOAD CENTER r,SOLAREDGE METER CB IQ COMBINER BOX r 7 INTERIOR EQUIPMENT a POVWERWALL ENERGY SNR MOUNT&SKIRT PAGE L J O L J SHOWN AS DASHED 7 STORAGE SYSTEM(ESS) SCALE NTS PV-2 0 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD:3 PSF Name Type Height Type in Detail OC Spacing OverhangOC Spacing OverhangConfiguration Span Spacing 9 Pa rg SNOW LOAD:40 PSF RL UNIVERSAL,SPEEDSEAL TRACK ON COMP TO WIND SPEED:-0" AR-01 COMP SHINGLE•RLU 2-Story 2X6 RAFTERS 6-3" 24' FRAMING.SEE DETAIL SNR-DC 00438 g'tr Z-4" 4' 7-0' STAGGERED 113 MPH 3-SEC GUST FASTENERS: AR-02 COMP SHINGLE-RLU 2- ry 2X6 RAFTERS 9'-1" 24 RL UNIVERSAL,SPEEDSEAL TRACK ON COMP TO 8•-0" Z-4" 4.-0" 7.0' STAGGERED 5/18.2.5"MIN EMBEDMENT FRAMING,SEE DETAIL SNR-DC-00436 AR-03 COMP SHINGLE•RLU 2-Story 2X6 RAFTERS g'-g" 24" RL UNIVERSAL,SPEEDSEAL TRACK ON COMP TO 6'-0" 7.4" 4'-0" 7.0' STAGGERED FRAMING,SEE DETAIL SNR-DC-00436 AR-04 COMP SHINGLE-RLU 2-Story 2X6 RAFTERS 8'-9" 24^ RL UNIVERSAL,SPEEDSEAL TRACK ON COMP TO 6-0" 7-4" 4%0" 7-0' STAGGERED FRAMING,SEE DETAIL SNR-DC-00438 TM or 4r4S� D1-AR-01-SCALE:3116"=1'-0" D2-AR-02-SCALE:3116"=1'•0" �`�' ^o\ AZIM:215' AZIM:36' # 6v 3�' PITCH:33' —5.-g._ 18.8 —g-10— PITCH:38` —3�"— 6.7— 18.8" { J4yAT M i� N0. :i0I;O I 54057 1.-)0„ � ANAL E0 6/ . 2-11" I ] O aca.E-so-11w i„vs< 6.11" i a O 1 O a 6-11" 8 TYP— • �� n (I I n 7g, 7„, 0010A • ,— sunrun D3-AR-03-SCALE:3116"=1'•0" D4-AR-04-SCALE:3116"•1'-0" AZIM:125` AZIM:305` #180120 PITCH:35` 13S —8-2'— — 1'-T PITCH:35` 7.3 —8.7 17.9" I �...3eretsr u.r..u.coree.IN,Sign I• CUSTOMER RESIDENCE STACIA SILVIA ",r1A1—f grgalli 3'i 19 RYAN 01062 •NORTHAMPTON, Ilka ' TEN 7)310-1133 APN:NHAM-000022B-000049-000001 PROJECT NUMBER: G-11" 8.11' 224R•019SILVDESIGNER: (415)580 6920ex3Adi • • , CHRISTIAN BANDAY1'4" M" 1• SHEET LAYOUT REV:A 11/9/2024 PAGE PV-3.0 0 iI IN)LOCKABLE BLADE TYPE FUSED AC DISCONNECT NEW R �� tsmtp --EROICE BREAKER SOLAREDOE ry I SE$OCH.USMN 3800 WATT O.CELLS © NVERTER I0 O.PEAK OUO BIK 1.G10.410 0 �: STRNG10F 12MOpRES-i �� 11MTF1B40 OPTMIZERSINRE IKER��� � -� © oTol:.MAN BREAKER �o>i � o MAIN ONLY NEW 125A SQUARE 0 LOAD RATED DC MAN PANEL D222NRS DISCONNECT WITH 12SA BUS 3R.BOA.2P AFCI RAPID 120040VAC SHUTDOWN 20A FUSES COOLANT PONT OF NTERCONNECTCJN 705.12(A)(2)(a).LOAC SIDE TAP.BREAKER SANONKN METER NUMBER.250893A2 REPLACE EXISTING 100A MAN BREAKERS 100AMAN PANEL WTH 1004 MAN BREAKER MU 12NA MNN PANEL EQUIPMENT CHARACTERISTICS NCLUDED N SPEC SHEETS -NOTE.TOTAL Pf BACKFEED 20A USED FOR NTERCONNECTICN CALCULATIONS CONDUIT SCHEDULE TAG CIRCUIT DESCRIPTION CONDUCTOR NEUTRAL GROUND CONDUIT 1 Inverter Input (2)10 AWG (PV WIRE) N/A 10 AWG(BARE) Open Air 2 Inverter Input (2)10 AWG N/A 10 AWG THHN/THWN-2 3/4 EMT S u n r u n THHN/THWN-2 3 Inverter Output (2)10 AVYG (1)10 AWG 8 AV11G THHN/THWN-2 3/4 EMT THHN/THVWI-2 THHN/THWN-2 N18012C POW 0 CUSTOMER RESIDENCE STACIA SILVIA 19 RYAN RD.NORTHAMPTON, MA,01082 MODULE CHARACTERISTICS TEL(207)310-1133 U650 OPTIMIZER CHARACTERISTICS: HANWHA 0-CELLS 0 PEAK DUO BLK APN.NHAM-0000228-000049.000001 10 0/ MIN INPUT VOLTAGE 8 VOC ML-G10+410 4 OPEN CIRCUIT VOLTAGE 410 V MAX INPUT VOLTAGE 60 VDC PROJECT NUMBER. MAX POWER VOLTAGE 37 64 V MAX INPUT ISC' 15 ADC 224R-019SILV SHORT CIRCUIT CURRENT 11 2 A MAX OUTPUT CURRENT 15 ADC -- _--- 1X5GNER 141515flP692(l esi SYSTEM CHARACTERISTICS-INVERTER I CHRISTIAN BANDAY SYSTEM SIZE, 492C W SHEET SYSTEM OPEN CIRCUIT VOLTAGE 12 V ELECTRICAL MAX ALLOWABLE DC VOLTAGE 480 V SYSTEM SHORT CIRCUIT CURRENT: 15 A REV A 11/9/2024 PAGE PV-4.0 - ...11p INVERTER 1 NOTES AND SPECIFICATIONS. •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2023ARTICLE PHOTOVOLTAIC DC DISCONNECT 110 21(13).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 AOEOUATELY WARN OF HAZARDS USING EFFECTIVE TERMINALS ON LINE AND LOAD WORDS.COLORS AND SYMBOLS SIDES MAY BE ENERGIZED M •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING LABEL LOCATION. METHOD AND SHALL NOT BE HAND WRITTEN THE OPEN POSITION INVERTER(S).DC DISCONNECT(S) •(ABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT PER CODE(S)NEC 2023.690.71D1 NVOLVED. JABEL LOCATION: •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011,PRODUCT SAFETY INVERTER(S).AC/DC DISCCNNECTIS). SIGNS AND LABELS.UNLESS OTHERWISE SPECIFIED. AC COMBINER PANEL(IF APPLICABLE) WARNING: PHOTOVOLTAIC •DONOT COVER EXISTING MANUFACTURER LABELS. 7RCODEIS)NEC207l:690.,3(B). POWER SOURCE 705 2017,.7oe.,5(s(c) LABEL LOCATICS AR 1 V(i N NTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT. AT EACH TURN.ABOVE AND BELOW PENETRATIONS. ON EVERY JBIPULL 80X CONTAINNG DC CIRCUITS. DUAL POWER SUPPLY PER CODE(S):NEC 2023:690.310)42) SOURCES:UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM LABEL LOCATION. CAUTION :UTILITY SERVICE METER AND MAN1.833.607.6937 ext. 0 SERVICE PANEL.PER CODE(S)NEC 2M17C5 TC 1.855.478.6786 WARNING - 911 MULTIPLE SOURCES OF POWER POWER SOURCE O17fPuT CONNECT1ON, 'SUnrun INVERTER (EXT)- �` DO NOT RELOCATE THIS - ' " " """ -.- "`-., , 1 OVERCURRENT DEVICE LABEL LOCATION , MAIN SERVICE DISCONNECT ---- LABEL LOCATION ADJACENT TO PV BREAKER AND ESS sunrun OCPD(IF APPLICABLE). SOLAR PANELS PER CODE(S).NEC 2023 705.121E4(21 • I ON ROOF SOLAR PV SYSTEM EQUIPPED a,80,20 RAPID SHUTDOWN SNIT , ,wo..,,,,,s,—... si�..: , ,... FOR SOLAR PV SYSTEM WITH RAPID SHUTDOWN w . CUSTOMER RESIDENCE STACIA SILVIA LABEL LOCATION. 19 RYAN RD NORTHAMPTON. INSTALLED WITHIN 3'OF RAPID SHUT DOWN SWITCH PER CODE(S).NEC 2021690.12(0X2),IFC MA,01062 2018.1204 5 3 3.. TURN RAPID SHUTDOWN SWFTCH TO THE-OFF' Q TEL.(207)310-1133 POSTTOJN TO SHUT DOWN APN:NHA0000228-000049-000001 PROJECT PVSYSTEMANDREDUCE MAIN PANEL(INT) .�� A4 SHOCK HAZARD IN THE 224R--019SILV ARRAY. SERVICE ENTRANCE AC DISCONNECT DESIGNER (415)580-6920 ex3 19 RYAN RD. NORTHAMPTON, MA, 01062 CHRISTIAN BANDAY i—' ' SHEET LABEL LOCATION SIGNAGE ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE PER CODE(S)'NEC 2023.705-10(2) DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. REV.A 11/9/2024 PER CODE(S).NEC 2023 690 IND) PAGE PV-5.0 Docus•n Enveloperun ID:5B58BA0E-EDF9-4F23-8639-B5EEFAB17F6C sun Welcome to a planet run by the sun STACIA SILVIA ' 19 Ryan Rd, Northampton, MA, • 01062 • • • • • • • • . • • • • • • • • • • STACIA.SILVIA@GMAIL.COM Nor 1/10 tIL: 1111 IIM ' 'our Sales Representative �. a + ' Paola Reynoso 1011.1.1, paola.reynoso@sunrun.com Proposal Id:a086000000p3l7X Agreement:a4m6Q000003XYX7QAO Template order:25 Template Key:0T_065UAE547925 Docusign Envelope ID:5B58BAOE-EDF9-4F23-8639-B5EEFAB17F6C stinn1,11 Customer agreement Your signature below indicates that (a) you're 18 years of age or older, (b) you're the owner of legal title to the Home and that every person or entity with an ownership interest in the Home has agreed to be bound by the terms of the Agreement, (c)that you have been advised on your rights to cancel this agreement, and (d) that you have read, understood,and accepted the provisions set forth in this contract. You also understand that if you do not give us a written request on which end of term option you choose 30 days before your Agreement terminates, we will automatically renew this Agreement for 5 years. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO THE DATE WE COMMENCE CONSTRUCTION AT YOUR HOME. PLEASE REVIEW THE ATTACHED NOTICES OF CANCELLATION FOR AN EXPLANATION OF THIS RIGHT. Do not sign this contract if there are any blank spaces. SipnW b Agreed and accepted bytr7 Agreed and accepted by 2s.,,�o,s3„o (Second Signer, optional): Print Name: Stacia Silvia Print Name (Second signer, optional Date: 10/17/2024 Sales Co atattt• Corporat _�gtttture Signature o2u, N. ' Signature O. e4 ' WiA.4, AF9E1340E5DF407 Print Nam , CD261E4F15914F0 Print Name: Paola Reynoso Alexa Marsh Sunrun ID Number: Date: 10/17/2024 1497178698 Title: Project Operations Contract Version 1.0 Proposal:PKVNDL1C3AV6-H Version 2021Q4V1 Proposal Id:a086Q00000p317X Agreement:a4m60000003XYX7QA0 Template Order:320 Template Key: OT_213EA1437705