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36-112 SOLAR BP-2023-1430 215 BROOKSIDE CIR COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 36-112-001 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-2023-1430 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: SUNRUN INSTALLATION SERVICES Est. Cost: 13197 INC CS-090170 Const.Class: Exp.Date: 05/09/2024 Use Group: Owner: L EDWARDS, REBECCA Lot Size (sq.ft.) Zoning: WSP Applicant: SUNRUN INSTALLATION SERVICES INC Applicant Address Phone: Insurance: 150 PADGETTE ST UNIT A (978)793-8584 WC614287602 CHICOPEE,MA 01022 ISSUED ON: 10/18/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 18 PANEL 7.02 KW ROOF MOUNT SOLAR SYSTEM (NO SWTRUCTURAL NO 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: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 10 • )2 3-11 Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner RP ._.---____C_EIVET5 The Commonwealth of Massa huse r FORI ) Board of Building Regulations a ' Sta dar 1 3 �023 CIPALITY Massachusetts State Building Co,e,78► CMR USE 0 Buildingerrmit Application To Construct,Rep ir,Rive ; t�, a • . Revi ed Mar 2011 NORTHgh4P7 NS•ECTIO Qrl- mn One-or Two Family Dwe t orv.MA oios� This Section For Official Use Only „i.e.. Building Permit Number: ^a 3.-- Pi 30 Date Applied: CzU►►J Cis / l0-18-202 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION l.j'S` rtv ress: ni r 1.2 Asse sors Map& Parcel Numb!!! 1.1a Is this 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 0 Private 0 Zone: Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP1 s Oe faro` tlydc�c r-d3 (kDr+hQryOfl, MA Name(Print) iy8iSta,R.636(915 iroo�4;de —_ 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 0 Demolition 0 Accessory Bldg. 0 Number of Units Other V Specify: Solar Installation likV Des ription of Proposed Work: oltaic solar ie e C.O.9 SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $4:966q+0 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ 4 �� .; 0 Standard City/Town Application Fee • 0 Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All FeepAn IV �� Check No.1 lJ Check Amount: Cash Amount: 6.Total Project Cost: $ ❑Paid in Full Outstanding Balance Due: / • CI SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-090170 05/09/2024 Robert J Decker IV, IV License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 150 Padgette St Unit A No.and Street Type Descriptiuo_ 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 Appliances 413-259-8044 pioneervalleypermits@sunrun.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 180120 '10/13/2024 Sunrun Installation Services Inc HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 225 Bush St Suite 1400 pioneervalleypermits@sunrun.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 l" No 0 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'wor'k auttiorized'by this building pertnit application. 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. . %af/p a3 Print Owner's or Auth rized Agent's Name(Electronic Signature) / ate NOTES: 1. 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 Ligense-c be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: . , Total floor area(sq.ft.) (including garage,finished basement/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.CoSt' , , The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations =_ �'1 ff Lafayette City Center _fit L t 2 Avenue de Lafayette, Boston,MA 02111-1750 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Sunrun Installation Services Address:225 Bush St Ste 1400 City/State/Zip:San Francisco CA 94104 Phone #:415-946-7500 Are you an employer? Check the appropriate box: Type of project(required)' 1.0 I am a employer with 50 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. El 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' p 9. ❑ 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 11.0 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 employees. [No workers' 13.■❑ Other Solar Installation comp. insurance required.] *My 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: American Zurich Insurance Company Policy#or Self-ins. Lic. #:WC614287602 Expiration Date: 10/1/2024 Job Site Address: I ] -r City/State/Zip: rL I'M ' 1 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 certify un r the pains and penalties of perjury that the information provided above is true and correct. gnature: FT) Date: 9/28/2023 Phone#: 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 3DCity/Town Clerk 4.0 Electrical Inspector 5Elumbing Inspector 6.DOther Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current ' ' policy infirmatibn (if necessary) and under"Job Site Address"the applicant should write"all locations'in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Lafayette City Center, 2 Avenue de Lafayette Boston, MA 02111-1750 Tel. (617) 727-4900 or 1-877-MASSAFE Fax (617) 727-7749 Revised 7-2019 www.mass.gov/dia Commonwealth of Massachusetts �� Division of Occupational Licensure Board of Building Re ulations and Standards Cons Ion S4 rvisor 1 'CS-090170 pi res.0510912024 ROBERT J DfCKER IV.IV 77 FEDERALIST MONTAGUE" 01349 , :',. tr$ mo A t• . >> '1(gf.f.l.t:1.1• . o y . Co•...miss,,,..c. v 0 . •.•-• Phone Number: 559-240-9370 THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washingt0 Strl t- Suite 710 Boston, Massachusetts 02118 Home Im ro. - 4e9t.m z, tractor Registration v7�M ^ ==" �_�— : ' ' Type: Supplement Card 70 = ~�:Registration: 180120 SUNRUN INSTALLATION SERVICES INC. -i Expiration: 10/13/2024 21 WORLDS FAIR DR . --••::, • SOMERSET,NJ 08873 '...°"•~ 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 Registeatlfln ' E.Wr Lion 1000 Washington Street -Suite 710 180120 '+ 10/13/2024 Boston,MA 02118 SUNRUN INSTALLATION SERVICES INC. t ROBERT J.DECKER IV 225 BUSH STREET ,.,;,, .e€4 't• 101 ()y4,.rl SUITE 1400 SAN FRANCISCO,CA 94104 Undersecretary Not Valid without signature City of Northampton OPt H �� S, "6 y Massachusetts �5 ! DEPARTMENT OF BUILDING INSPECTIONS 4� • 212 Main Street • Municipal Building Northampton, MA 01060 SI1Y 37(J CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: Casella Waste Systems, 686 Main St, Holyoke, MA 01040 The debris will be transported by: Name of Hauler: Casella Waste Systems, 686 Main St, Holyoke, MA 01040 Signature of Applicant: •-c, Date: ��'...4 SUNRINC-02 TWANG ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDlYYYY) `....------ 9/1/2023 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 Walter Tanner _. NAME;_ ,___ Alliant Insurance Services,Inc. PHONE FAX 560 Mission St 6th Fl (A/C,No,Ext): (AIC,No): San Francisco,CA 94105 Ai ! ss:Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A:Evanston Insurance Company 35378 INSURED INSURER B: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' TYPE OF INSURANCE ADDL SUER POUCY NUMBER POUCY EFF I POUCY EXP UNITS LIR JNSD WVD (MM/DD/YYYY1 1(MMIDD(YYYY) A X COMMERCIAL GENERAL LIABILITY 2,000,000 EACH OCCURRENCE S CLAIMS-MADE X OCCUR MKLV5ENV104332 10/1/2023 10/1/2024 DAMAGETO(Ea TEDence1 $ 1,000,000 I MED EXP(Any one person) S 5,000 _ PERSONAL a ADV INJURY $ 2,000,000 GEM_AGGREGATE UMITAPPLIESPER' I GENERAL AGGREGATE 8 2,000,000 X POUCY X JEC7 LOC I PRODUCTS-COMP/OP AGG S 2,000,000 X OTHER:Retention:$200,000 Per Project Agg s 5,000,000 B AUTOMOBILE LIABILITY COMBINED D SINGLE LIMIT = 2,000,000 X ANY AUTO BAP614287702 10/1/2023 10/1/2024 BODILY INJURY(Per person) S OWNED SCHEDULED i AUTOS ONLY AUTOS 1 BODILY INJURY(Per accident) $ HIRED &N�WN p ?p RtOPERTY pAMAGE UTOS ONLY AUTOS OILY (Perecciderlq $ x igo&Ded.: X coil.:Not Covered Liability Ded.: s 1,000,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LAB CLAIMS MADE AGGREGATE S I- DED RETENTION S S C I WORKERS S ER AMOYE ''COMPENSATION X PER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N M614287802 10/1/2023 10/1/2024 EL EACH ACCIDENT $ 1,000,000 OF d In EXCLUDED? LIN I N/A 1,000,000 E.L.DISEASE-EA EMPLOYEE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WC614287601 Deductible:$1,000,000. Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, City of Northampton ACCORDANCE WITH THE POLICY P OVISIONSCE WILL BE DELIVERED IN 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 MIGHTY INE ENGINEERING CO. May 31,2023 RE: CERTIFICATION LETTER Project Address: EDWARDS RESIDENCE 215 BROOKSIDE CIR NORTHAMPTON,MA,01062 Design Criteria: -Applicable Codes=2015 IRC/IBC/IEBC W/(780 CMR)MA 9th Edition,ASCE 7-10 and 2015 NDS -Risk Category=II -Wind Speed=117 mph,Exposure Category B,Partially/Fully Enclosed Method -Ground Snow Load=40 psf -ROOF AR-01:2 x 4 @ 16"OC,Roof DL=7 psf,Roof LUSL=31 psf(Non-PV), Roof LUSL=27.2 psf(PV) -ROOF AR-02:2 x 4 @ 16"OC,Roof DL=7 psf,Roof LUSL=31 psf(Non-PV), Roof LUSL=27.2 psf(PV) To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Existing roof structural framing has been reviewed for additional loading due to installation of PV Solar System on the roof.The structural review applies to the sections of roof that is directly supporting the solar PV system. Based on this evaluation, I certify that the alteration to the existing structure by installation of the PV system meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,the PV module assembly including attachment hardware has been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes. Sincerely, Digitally OFMASSO'S signed by �9 Humphrey K HUMPHREY K m KAR U STRUCTIUKI L Ka ri u ki NO. 93 4 %; • ,1�••+i•TER � Date: %NAL ENG\ 2023.05.31 22:34:59 -04'00' Mighty Engineering Co 11708 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 1 of 8 E/1' MIGHTY ENGINEERING CO. RESULTS SUMMARY EDWARDS RESIDENCE,215 BROOKSIDE OR,NORTHAMPTON,MA,01062 MOUNTING PLANE STRUCTURAL EVALUATION MOUNTING PLANE ROOF PITCH RESULT GOVERNING ANALYSIS (deg.) ROOF AR-01 17' OK IEBC IMPACT CHECK ROOF AR-02 17" OK IEBC IMPACT CHECK Limits of Scope of Work and Liability: The existing structure has been reviewed based on the assumption that it has been originally designed and constructed per appropriate codes. The structural analysis of the subject property is based on the provided site survey data. The calculations produced for this structure's assessment are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were made according to generally recognized structural analysis standards and procedures. All PV modules, racking and attachment components shall be designed and installed per manufacturer's approved guidelines and specifications. These plans are not stamped for water leakage or existing damage to the structural component that was not accessed during the site survey.Prior to commencement of work, the PV system installer should verify that the existing roof and connections are in suitable condition and inspect framing noted on the certification letter and inform the Engineer of Record of any discrepancies prior to installation. The installer should also check for any damages such as water damage, cracked framing, etc.and inform the Engineer of Record of existing deficiencies which are unknown and/or were not observable during the time of survey and have not been included in this scope of work.Any change in the scope of the work shall not be accepted unless such change,addition,or deletion is approved in advance and in writing by the Engineer of Record. Mighty Engineering Co 11708 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 2 of 8 /'MIGHTY LOAD CALCULATION i • ENGINEERING CO. ROOF AR-01 EDWARDS RESIDENCE,215 BROOKSIDE CIR,NORTHAMPTON,MA,01062 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 4 @ 16 in.O.C. = 1.09 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 7.10 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area AL <200 ft2 ROOF AR-Ol Pitch 17°or 4/12 Tributary Area Reduction Factor Rl= 1.00 Roof Slope Reduction Factor R,= 1.00 Reduced Roof Live Load,L,=Lo(Rl)(R2) L,= 20.00 psf SNOW LOAD Ground Snow Load pg= 40.00 psf Effective Roof Slope 17° Snow Importance Factor I,= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor C,= 1.10 Minimum Flat Roof Snow Load Ps-m o= 20.00 psf Flat Roof Snow Load pf= 30.80 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor Cs roof= 1.00 Sloped Roof Snow Load on Roof Ps-roof= 30.80 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor Cs_v0= 0.88 Sloped Roof Snow Load on PV Panel pyP = 27.20 psf Mighty Engineering Co 11708 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 3 of 8 I /I'MIGHTY IEBC IMPACT CHECK r • ENGINEERING CO. ROOF AR-01 EDWARDS RESIDENCE,215 BROOKSIDE CIR,NORTHAMPTON,MA,01062 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.10 10.10 psf Roof Live Load(Lr)= 20.00 0.00 psf Roof Snow Load(SL)= 30.80 27.20 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 21.68 11.22 psf (DL+SL)/Cd= 32.96 32.43 psf Maximum Gravity Load= 32.96 32.43 psf Load Increase(%)= -1.58% OK IEBC Provision: 2015 The requirements of section 807.4 of 2015 IEBC are met and the structure is permitted to remain unaltered. Mighty Engineering Co 11708 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 4 of 8 rn'MIGHTY WIND UPLIFT CALCULATION ENGINEERING CO. ROOF AR-01 EDWARDS RESIDENCE,215 BROOKSIDE CIR,NORTHAMPTON,MA,01062 SITE INFORMATION Ultimate Wind Speed(mph)= 117.00 mph _ Roof Pitch(deg.)= 17° Risk Category= II Roof Type= Gable Exposure Category B Kd= 0.85 Mean Roof Height= 23.00 ft K,= 1 Solar Array Dead Load= 3.00 psf K,= 0.65 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256*K,*K„*Kd*Ke*V2= 19.34 psf a(ft)= 4.50 Array Edge Factor(yE)= 1.50 Solar Array Pressure Eq.Factor(ya)= 0.60 Hardware Type: RL UNIVERSAL Allowable Load= 655.00 lbs SPF,2.5"lag embedment Max.X-Spacing(Zone 1&2e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e) 3.41 ft 18.41 ft2 Max.X-Spacing(Zone 2n-3e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e) 3.41 ft 18.41 ft2 Max.X-Spacing(Zone 3r) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 3r) 3.41 ft 18.41 ft2 ROOF ZONE GCp(-)UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -2.00 -19.17 psf 352.98 lbs 2n-3e -2.62 -25.65 psf 472.36 lbs 3r -3.12 -30.90 psf 568.93 lbs NOTE: • Wind calculation is based on ASCE 7-16,29.4-C&C,LC#7:0.6D+0.6W is used. Mighty Engineering Co 11708 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 5 of 8 /A'MIGHTY LOAD CALCULATION ENGINEERING CO. ROOF AR-02 EDWARDS RESIDENCE,215 BROOKSIDE CIR,NORTHAMPTON,MA,01062 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 4 @ 16 in.O.C. = 1.09 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 7.10 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area A< <200 ft2 ROOF AR-02 Pitch 17°or 4/12 Tributary Area Reduction Factor RI= 1.00 Roof Slope Reduction Factor R2= 1.00 Reduced Roof Live Load,L,=Lo(Rl)(R2) L,= 20.00 psf SNOW LOAD Ground Snow Load pg= 40.00 psf Effective Roof Slope 17° Snow Importance Factor I,= 1.00 Snow Exposure Factor CQ= 1.00 Snow Thermal Factor C,= 1.10 Minimum Flat Roof Snow Load p,,,,,= 20.00 psf Flat Roof Snow Load pf= 30.80 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor C.,,„„,= 1.00 Sloped Roof Snow Load on Roof Ps-roof= 30.80 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor C, = 0.88 Sloped Roof Snow Load on PV Panel ps_p = 27.20 psf Mighty Engineering Co ( 1708 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 6 of 8 n�MIGHTY IEBC IMPACT CHECK i • ENGINEERING CO. ROOF AR-02 EDWARDS RESIDENCE,215 BROOKSIDE CIR,NORTHAMPTON,MA,01062 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.10 10.10 psf Roof Live Load(Lr)= 20.00 0.00 psf Roof Snow Load(SL)= 30.80 27.20 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 21.68 11.22 psf (DL+SL)/Cd= 32.96 32.43 psf Maximum Gravity Load= 32.96 32.43 psf Load Increase(%)_ -1.58% OK IEBC Provision: 2015 The requirements of section 807.4 of 2015 IEBC are met and the structure is permitted to remain unaltered. Mighty Engineering Co 11708 Roxborough Rd Charlotte,NC 28211 ( (980)689.9776 I info@mightyengineeringco.com pg 7 of 8 /I.MIGHTY WIND UPLIFT CALCULATION 1NM ENGINEERING CO. ROOF AR-02 EDWARDS RESIDENCE,215 BROOKSIDE CIR,NORTHAMPTON,MA,01062 SITE INFORMATION Ultimate Wind Speed(mph)= 117.00 mph Roof Pitch(deg.)= 17° Risk Category= II Roof Type= Gable Exposure Category= B Kd= 0.85 Mean Roof Height= 15.00 ft K„= 1 Solar Array Dead Load= 3.00 psf K,= 0.57 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256*KZ*KZZ*Kd*Ke*V2= 17.12 psf a(ft)= 4.50 Array Edge Factor(yE)= 1.50 Solar Array Pressure Eq.Factor(ya)= 0.60 Hardware Type: RL UNIVERSAL Allowable Load= 655.00 lbs SPF,2.5"lag embedment Max.X-Spacing(Zone 1&2e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e) 3.41 ft 18.41 ftZ Max.X-Spacing(Zone 2n-3e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e) 3.41 ft 18.41 ft2 Max.X-Spacing(Zone 3r) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 3r) 3.41 ft 18.41 ft2 ROOF ZONE GCp(-)UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -2.00 -16.77 psf 308.76 lbs 2n-3e -2.62 -22.51 psf 414.41 lbs 3r -3.12 -27.15 psf 499.88 lbs NOTE: • Wind calculation is based on ASCE 7-16,29.4-C&C,LC 1t7:0.6D+0.6W is used. Mighty Engineering Co 11708 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 8 of 8 SHEET INDEX LEGEND SCOPE OF WORK GENERAL NOTES PAGE# DESCRIPTION r •SYSTEM SIZE:7020W DC,6000W AC •ALL WORK SHALL COMPLY WITH MA 9TH ED.CMR 780(2015 IRC/IBC/IEBC), SERVICE ENTRANCE •MODULES:(18)TRINA SOLAR:TSM-390DE09C.07 MUNICIPAL CODE,AND ALL MANUFACTURERS LISTINGS AND INSTALLATION PV-1.0 COVER SHEET INIR •INVERTERS:(1)SOLAREDGE TECHNOLOGIES: INSTRUCTIONS. PV-2.0 SITE PLAN SE6000H-USSN •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2023. MP MAIN PANEL •RACKING:RL UNIVERSAL,SPEEDSEAL TRACK ON COMP, PV-3.0 LAYOUT SEE DETAIL SNR-DC-00436 •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2023. PV-4.0 ELECTRICAL O. SUB-PANEL •PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY PV-5.0 SIGNAGE GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. LC PV LOAD CENTER •MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SM SUNRUN METER •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. PM DEDICATED PV METER •SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II MODULES,ARE CLASS A FIRE RATED. INV INVERTER(S) •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). QAC DISCONNECT(S) •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). •DC •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. DC DISCONNECT(S) •13.35 AMPS MODULE SHORT CIRCUIT CURRENT. CB IQ COMBINER BOX •20.85 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(A)&690.8(B)). •PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 690.12(B)(2)(2). ABBREVIATIONS E—1 INTERIOR EQUIPMENT CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE A AMPERE L_I SHOWN AS DASHED LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION AC ALTERNATING CURRENT s u n r u n AFC ARC C FAULT FAULTCIIGUITIlTERUPLER DI CHIMNEY ADM AZIMUTH 0 ATTIC VENT COMP COMPOSITION FLUSH ATTIC VENT DC DIRECT CURRENT O #180120 o PVC PIPE VENT VICINITY MAP (E) EXISTING ® METAL PIPE VENT ISO PADDErre sr uHrr A,cH .IA,oloanTm PRONE ESS ENERGY STORAGE SYSTEM P.0 ® T-VENT EXT EXTERIOR • SATELLITE DISH 9 CUSTOMER RESIDENCE: INT INTERIOR REBECCA EDWARDS MSP MAIN SERVICE PANEL / 215 BROOKSIDE CIR, II NAv /7 FIRE SETBACKS NORTHAMPTON,MA,01062 NTS NOT TO SCALE .. HARDSCAPE TEL.(781)724-5313 OC ON CENTER ___.. APN:NHAM-000036-000112-000001 PREFAB PRE-FABRICATED —PL— PROPERTY LINE PROJECT NUMBER: PSF POUNDS PER SQUARE FOOT 0 • 224R-215EDWA PV PHOTOVOLTAIC SOLAR MODULES DESIGNER: (415)580-6920 ex3 R5D RAPID SHUTDOWN DEVICE RAJIV SUMANDO Tl TRANSFORMERLESS IMMIIIIII SHEET TYP TYPICAL - ���� • REV NAME DATE COMMENTS COVER SHEET ✓ VOLTS -- ,. - w wATTs SNR MOUNT .- . • REV:Al 6/31/2023 LAN LANDSCAPESNR MOUNT&SKIRT ! SCALE:NTS B„n.Pn Rd Buns Pn Rd PAGE PV-1.0 POR PORTRAIT Scats Po Rd rempele wNcon_B.O..as SITE PLAN-SCALE■1M•1'-O' SITE PLAN DETAIL-SCALE=3/128"=1'0" 1�1 Ili (E)RESIDENCE (E)DECK a ROOF PATHWAYS(3'TYP) -,, g 100 ide #11' ( IP ..'.' __ ' 1` (E)DRIVEWAY #11114opampAmmir,�� `4 Illfdlio ? , (E)DETACHED ROOF PATHWAYS ` ``` W\Z (E)SHED (3'TYP) 4k . 11lu"Il i ``___` 0 ARRAY TRUE PV AREA PITCH AZIM (SOFT) $u n r u n v0, AR-01 17° 235° 248.3 4 i_`` 4 AMP AR-02 17' 56° 124.2 4111011k_ #180120 •� �O AC �® NOTES: 1w PACCErlE•T uar A aw-roFA MA.010n-1m0 w • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE w 0 4 ` SPRINKLERS. Pam' 41101,4V ARRAY DETAILS: CUSTOMER RESIDENCE: (N)ARRAY AR-02 • TOTAL ROOF SURFACE AREA:1141 SQFT. 215 REBECCASIDE CIR, EDWARDS • TOTAL PV ARRAY AREA:372.5 SQ FT. NO THAMPTON CI NORTHAMPTON,MA,01062 • PERCENTAGE PV COVERAGE: (TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE TEL.(781)724-5313 FIRE SETBACKS AREA)'100=32.6% (18"TYP) APN:NHAM-000038-000112-000001 PROJECT NUMBER: 224R-215EDWA (N)ARRAY AR-01 DESIGNER: (415)580-6920 ex3 RAJIV SUMANDO SHEET SITE PLAN REV:Al 5/31/2023 PAGE PV-2.O T.mpers_vemon_4 0.se J a I. 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 Span Spacing Detail OC Spacing Overhang OC Spacng Overhang Configuration SNOW LOAD:40 PSF RL UNIVERSAL,SPEEDSEAL TRACK ON WIND SPEED: AR-01 COMP SHINGLE-RLU 2-Story 2X4 CARPENTER TRUSSES 6'-5" 16" COMP,SEE DETAIL SNR-DC-00436 5'-4" 2'-1" NA NA STAGGERED 117 MPH 3-SEC GUST. . S.S.LAG SCREW AR-02 COMP SHINGLE-RLU 1-Story 2X4 CARPENTER TRUSSES 6'-5" 16" RL UNIVERSAL,SPEEDSEAL TRACK ON NA NA STAGGERED 5/16"x4.5"x2.5"MIN.EMBEDMENT COMP,SEE DETAIL SNR-DC-00436 D1-AR-01-SCALE:3/16"=1'-0" �P`ZH OF el A27M:235° -9 PITCH:17° —3'4"— 34'-10" _2'-9"_}I O`�� C1- I 4 HUM K. N KARIUKI RIUKI m—+ DU STRUCT I Si Irrir rea . A IBM 1'-7" i'6-_*. . , I"v.•7ER OVAL E 7-3 lIllIlll Digitally signed by Humphrey K Eil Kariuki 4 5' Date: 2023.05.31 22:35:35 -04'00' D2-AR-02-SCALE:3/16"=1'-0" ADM:56° s u n r u n PITCH:17° 1'-1°{— 11'-7" 1 28'-3" 1 #180120 150 VAWETTE Si UNIT A cNL1iFE.MA 01ma1133 CNpNEO F.3 ///////7/////////El //////// ` CUSTOMER RESIDENCE: REBECCA EDWARDS 215 215 BROOKSIDESIDE dIR, NORTHAMPTON,MA,01062 INSTALLERS SHALL NOTIFY ENGINEER OF ANY 7 C 0 TEL.(781)724-5313 POTENTIAL STRUCTURAL ISSUES OBSERVED APN:NHAM-000036-000112-000001 PRIOR TO PROCEEDING W/INSTALLATION. 10'-11" PROJECT NUMBER: •IF ARRAY(EXCLUDING SKIRT)IS WITHIN 12" 224R-215EDWA BOUNDARY REGION OF ANY ROOF PLANE 7 0 0 0 EDGES(EXCEPT VALLEYS),THEN DESIGNER: (415)580-6920 ex3 ATTACHMENTS NEED TO BE ADDED AND 5'-0"T�'P- RAJIV SUMANDO OVERHANG REDUCED WITHIN THE 12" BOUNDARY REGION ONLY AS FOLLOWS: * I n , SHEET **ALLOWABLE ATTACHMENT SPACING 1'-4" LAYOUT INDICATED ON PLANS TO BE REDUCED BY 50%. ••ALLOWABLE OVERHANG INDICATED ON REV:Al 5/31/2023 PLANS TO BE 1/5TH OF ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS. PAGE PV-3.0 T.mp?M,w on-4.0.88 120/240 VAC SINGLE PHASE SERVICE METER#: O NATIONAL GRID 075135145 UTILITY GRID- I SUPPLY SIDE TAP C 1 EXISTING 200A (N)LOCKABLE BLADE TYPE (N)MA SMART MAIN BREAKER FUSED AC UTILITY SOLAREDGE TECHNOLOGIES: DISCONNECT REVENUE SE6000H-USSN j 200 A 6000 WATT INVERTER JUNCTION BOX MAIN BUS n METER (1 9 OR EQUIVALENT PV MODULES EXISTING Y( fY2 1 TRINA SOLAR:TSM-3900E09C.07 200A MAIN O V 2/, — 4 ,Kj (18)MODULES ` PANEL `� M '-'� ( `rlY� OPTIMIZERS WIRED IN: FACILITY — (1)SERIES OF(9)OPTIMIZERS LOADS 35A FUSES - I I (1)SERIES OF(9)OPTIMIZERS —�o SQUARE D 240V METER SOCKET LOAD RATED DC DISCONNECT NOTE:TOTAL PV BACKFEED=31.25A D222NRB 100A CONTINUOUS WITH AFCI,RAPID SHUTDOWN -SOLAREDGE POWER OPTIMIZERS USED FOR INTERCONNECTION 3R,60A UTILITY SIDE OF CIRCUIT COMPLIANT S440 CALCULATIONS 120240VAC CONNECTS TO TOP LUGS- (LINE AT TOP LOAD AT BOTTOM) CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER 2 3/4"EMT OR EQUIV. (4)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 S u n r u n 3 3/4"EMT OR EQUIV. (2)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 4 3/4"EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 #180120 SO PACGETTE ST UNIT A,CHICCPEE,MA anon-1. PHONE 0 FAX 0 CUSTOMER RESIDENCE: REBECCA EDWARDS 215 BROOKSIDE CIR, NORTHAMPTON,MA,01062 MODULE CHARACTERISTICS S440 OPTIMIZER CHARACTERISTICS: TEL(781)724-5313 TRINA SOLAR:TSM-390DE09C.07: 390 W MIN INPUT VOLTAGE: 8 VDC APN:NHAM-000036-000112-000001 OPEN CIRCUIT VOLTAGE 40.8 V MAX INPUT VOLTAGE: 60 VDC PROJECT NUMBER: MAX POWER VOLTAGE: 33.8 V MAX INPUT ISC: 14.5 ADC 224R-215EDWA SHORT CIRCUIT CURRENT: 13.35 A MAX OUTPUT CURRENT 15 ADC DESIGNER: (415)580-6920 ex3 SYSTEM CHARACTERISTICS-INVERTER 1 RAJIV SUMANDO SYSTEM SIZE: 7020 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 9 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 380 V MAX ALLOWABLE DC VOLTAGE: 480 V REV:Al 5/31/2023 SYSTEM OPERATING CURRENT: 18.47 A SYSTEM SHORT CIRCUIT CURRENT: 30 A PAGE PV-4.0 r.mq.n_mw oo_4.O.R • DocuSign Envelope ID:92AF618F-D413-4973-A2B8-3BE723FFC155 Sunrun Installation Services Inc. Sunrun Agreement Change Order Rebecca Edwards 215 Brookside Cir Northampton, MA 01062 Dear Rebecca, Thank you for choosing to power your home with clean, solar electricity from Sunrun. An analysis of your solar system has resulted in the following changes to your Sunrun BrightSave customer agreement, dated 4/17/2023: Agreement Key Terms Original Revised Deposit $0 $0 Initial Payment $D $0 Monthly Payments in Year One $210.43 $116.36 Annual Percentage Increase , 3.5% 3.5% Cost per kWh,Year One $0.190 $0.190 System Size 12.48 kW DC 7.02 kW DC Year 1 Production 13,290 kWh 7,349 kWh Lifetime Production 313,059 kWh 173,113 kWh The revised terms above are a result of the following: Attached you will find a revised Exhibit A to your customer agreement. All revised terms shown above and in Exhibit A hereby supersede and replace the corresponding terms included in your original customer agreement. All other terms and conditions of your original customer agreement remain in full force and effect. SUNRUN INSTALLATION SERVICES INC. 1225 Bush Street, Suite 1400, San Francisco, CA 94104 I 888.GO.SOLAR HIC 180120 Contract Version: 202001 V1 Generation Date:4/17/2023 Proposal ID: PK4DVR4Z7L6V:003-H 1 DocuSign Envelope ID:92AF618F-D413-4973-A2B8-3BE723FFC155 Please sign and date below to indicate you accept these changes as Amendments to your original customer agreement. If you have any questions please do not hesitate to contact Sunrun at 888.GO.SOLAR customer (7) r nary Account Holder D&s tcwrnydnstallation Services Inc.. Eiww.424.4.14441 �D� FF®it19Fe... Juan Quintero ---76R311k5ttiitm Rebecca Edwards Print Name 5/26/2023 5/31/2023 Date Date SUNRUN INSTALLATION SERVICES INC. 1225 Bush Street, Suite 1400, San Francisco, CA 94104 1 888.GO.SOLAR 1 HIC 180120 Contract Version: 202001 V1 Generation Date:4/17/2023 Proposal ID: PK4DVR4Z7L6V:003-H 2