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11A-067 (4) BP-2024-1485 4 VILLONE DR COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 11A-067-001 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-2024-1485 PERMISSION IS HEREBY GRANTED TO: Project# 2024 SOLAR Contractor: License: SUNRUN INSTALLATION SERVICES Est.Cost: 12332 INC CS-090170 Const.Class: Exp.Date: 05/09/2026 Use Group: Owner: H SIEGEL STEVEN H&BARBARA Lot Size(sq.ft.) Zoning: URA Applicant: SUNRUN INSTALLATION SERVICES INC Applicant Address Phone: Insurance: 240A CHERRY ST 413-259-8044 WC614287603 SHREWSBURY, MA 01545 ISSUED ON: 11/05/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 16 PANEL 6.56 KW ROOF MOUNT SOLAR SYSTEM (DECK 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: 772. Fees Paid: S125.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner r/ f{�,� /N. C N*ZN do /G�. The Commonwealth of M chute, >L ..S Board of Building Regulations an c9p�• J UNI ALITY \,,;,; Massachusetts State Building Code,78 „Iii;74 SE Building Pe it Application To Construct,Repair,Renovat lish a Rev' ed Mar 2011 o 1- 0 One-or Two-Family Dwelling .'qo� ,4 This Section For Official Use Only Building Permit Number:./4 . , 50.-/T PS- Date Applied: s� //r/g //.s--2r Building Official(Print Name) *mature Date SECTION 1: SITE INFORMATION 4 Pr_ caieI/OA c s � 1.2 Assessors Map& Parcel Numbers 1.la 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 II) Frontage(It) 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 Pro.ate 0 Zone: — Outside Flood Zone? Municipal 0 On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2. wner'of Rec d: l ren °i eq.� Or-I-harn�nl Y Name(Print) V City,State,ZIP 1 V�ton& b r 46-Q1(-8T07 No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other Re Specify:Solar Installation el)f Desc 'ptionof Propos Work2:Installation of roof top hotovoltaic solar system /lQ panels fEakWe e - • 1 ) Ion ; ►� Pict CA, y SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building S 7 0 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical S ' �6,a 0 Standard City/Town Application Fee — 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing S 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire S Total All $ Suppression) Fees: 30 Check No. ( 7theck Amount: Cash Amount: 6.Total Project Cost: S 3g.Q( J 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 • No.and Street Type , Description • , Chicopee, MA 01022 l Unrestricted(Buildings up to 35,000 cu. 1l.) R Restricted 1&2 Family Dwelling City/Town,State,ZIP Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-259-8044 pioneervalleypermits@sunrun.com 1 Insulation Telephone Email address D Demolition . 5.2 Registered Home Improvement Contractor(HIC) 180120 " 10Pf3/2026 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 No ❑ 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 telai ve to work adhoriked 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 con ed in this application is true and accurate to the best of my knowledge and understanding. Pnn Owner's or Authorized Agent's Name(Electronic Signature) • • —1-11/ ate 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 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 Cpst" , The Commonwealth of Massachusetts ,* i Department of Industrial Accidents . —`°� M ' Office of Investigations 1a il_ C' vLafa_ yette City Center t' 2 Avenue de Lafayette, Boston, MA 02111-1750 ts� 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): I.❑ 1 am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. 0 New construction 2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. 0 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.❑ 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.] ' 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 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 wfiether 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:'/ V i,lOf e, r City/State/Zip: Ka Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration ate). 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 ature: 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): 10Board of Health 20 Building Department 3EICity/Town Clerk 4.12 Electrical Inspector 510Plumbing Inspector 6.0 Other Contact Person: Phone#: ® Commonwealth of Massachusetts Construction Supervisor Unrestricted-Buildings of Occupational Licensure of any use group which contain less than Board of Building Regulations and Standards 35,000 cubic feet(991 cubic meters)of enclosed space. Constkizit11o11l8e frvisor CS-090170 sxpires: 05/09/2026 ROBERT J D€CKER IV,IV .� 77 FEDERAL+ST = 406t. MONTAGUE MA 01349 �r ` ' tOly >> Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Commissioner e -) QV , Contact OPSI:(617)727-3200 or visit www.mass.govldpl/opsi Phone Number: 559-240-9370 THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration 10.) 11. ( Type: Supplement Card tr = �• --Registration: 180120 SUNRUN INSTALLATION SERVICES INC. r' = Expiration: 10/13/2026 21 WORLDS FAIR DR \r "�"" SOMERSET,NJ 08873 �. +. ......... 'r `, 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 Lcniration 1000 Washington Street -Suite 710 180120 10/13/2026 Boston.MA 02118 SUNRUN INSTALLATION SERVICES INC ROQERT J.DECKER IV kl-;� )�600 CALIFORNIA ST C9C. L/ SUITE 1800 - - SAN FRANCISCO,CA 94108 Undersecretary Not valid without signature SUNRINC-02 TWANG Ab,< <)1?L3 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 9/9/2024 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 Walter Tanner NAME: Alliant Insurance Services,Inc. PHONE I FAX 560 Mission St 6th Fl (A/C,No,Ext►: - (NC,No): San Francisco,CA 94105 E Walter.Tanner@alliant.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIL INSURER A:Evanston Insurance Company 35378 INSURFU 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 INSURERD: 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. NSR ADOL SUBR POUCY EFF POUCY EXP LTR TYPE OF INSURANCE NSD INVD POLICY NUMBER LIMITS I(YYIOD/YYYYI IYYIDD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 2,000,000 CLAIMS-MADE X OCCUR MKLV5ENV104843 10/1/2024 10/1/2025 DAMAGE TO RENTED 1,000,000 PREMISES(Eaoaurrerx:aJ S MED EXP(Any one person) S 5,000 PERSONAL 8 ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X I E f LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER Retention:$200,000 Per Project Agg $ 5,000,000 B AUTOMOBILE LIABILITY (CEOMBINED SINGLE LIMIT S 2,000,000 X ANY AUTO BAP614287703 10/1/2024 10/1/2025 BODILY INJURY(Per person)O S AUTOSUT ONLY AUTNOSSWVyrLJE�Op BODILY INJURY(Per accident) $ AUTOS ONLY AUOTOS ONLY ( aE rxDAMAGE $ X oDad.: X Cat.Not Covered LiabilityDed.: $ 1,000,000 UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEO RETENTIONS C WORKERS COMPENSATIONOT AND EMPLOYERABILITY X MUTE LI ANY PROPR�IMETgOERR/PARTNER/EXECUTIVE YIN WC614287603 10/1/2024 10/1/2025 E L.EACH ACCIDENT S 1,000,000 FICERMEM8EREXCLUDED? N NIA 1,000,000 d� I NIl) E.L.DISEASE-EA EMPLOYEE $ If es dearnbetxxler 1,000,000 DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WC614287603 Deductible:$1,000,000. 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 E MIGHTY NE� ENGINEERING CO. November 1,2024 RE: CERTIFICATION LETTER Project Address: STEVEN SIEGEL RESIDENCE 4 VILLONE DR NORTHAMPTON,MA,01053 Design Criteria: -Applicable Codes=2021 IRC/IBC/IEBC W/(780 CMR)MA 10th Edition,ASCE 7-16 and 2018 NDS -Risk Category=II -Wind Speed=113 mph,Exposure Category B,Partially/Fully Enclosed Method -Ground Snow Load=40 psf -ROOF AR-01:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=35 psf(Non-PV),Roof LUSL=28.6 psf(PV) -ROOF AR-02:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=35 psf(Non-PV),Roof LUSL=29.2 psf(PV) -ROOF AR-03:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=35 psf(Non-PV),Roof LUSL=28 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. ��HOFwS� Digitally signed by 4g. smoucHae t Sincerely, I HAKIWIAESHI r: Manouchehr 0 CIVIL •No. 55892 Hakhamaneshi Date: 2O24.11.O1 07:48:09 -07'00' Mighty Engineering Co 11704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 1 of 8 MIGHTY r I ENGINEERING CO. RESULTS SUMMARY ...ro r.uen t.rrnnno. STEVEN SIEGEL RESIDENCE,4 VILLONE DR,NORTHAMPTON,MA,01053 MOUNTING PLANE STRUCTURAL EVALUATION ROOF PITCH MOUNTING PLANE (deg.) RESULT GOVERNING ANALYSIS ROOF AR-01 21' IEBC IMPACT CHECK ROOF AR-02 2C' IEBC IMPACT CHECK ROOF AR-03 22 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 ore only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were mode 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 11704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 2 of 8 n �^'MIGHTY LOAD CALCULATION ' `EE ENGINEERING CO. ROOF AR-01 STEVEN SIEGEL RESIDENCE,4 VILLONE DR,NORTHAMPTON,MA,01053 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 6 @ 16 in.O.C. = 1.72 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-0L= 7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load lb= 20.00 psf Member Tributary Area At <200 ft2 ROOF AR-Ol Pitch 21°or 5/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor R2= 0.98 Reduced Roof Live Load,L,=L.(R1)(R2) L,= 19.50 psf SNOW LOAD Ground Snow Load Pg 40.00 psf Effective Roof Slope 21° Snow Importance Factor I:= 1.00 Snow Exposure Factor C.= 1.00 Snow Thermal Factor Ct= 1.10 Minimum Flat Roof Snow Load Pf-m,n= 35.00 psf Flat Roof Snow Load Pf= 35.00 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor CS-roof= 1.00 Sloped Roof Snow Load on Roof ps_,00f= 35.00 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor C 0.82 Sloped Roof Snow Load on PV Panel p,P�= 28.60 psf Mighty Engineering Co I 1704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 3 of 8 NE IEBC IMPACT CHECK i . MIGHTY ENGINEERING CO. . .. ROOF AR-01 STEVEN SIEGEL RESIDENCE,4 VILLONE DR,NORTHAMPTON,MA,01053 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 19.50 0.00 psf Roof Snow Load(SL)= 35.00 28.60 psf . EXISTING WITH PV PANEL (DL+Lr)/Cd= 21.76 11.89 psf (DL+SL)/Cd= 37.13 34.17 psf Maximum Gravity Load= 37.13 34.17 psf Load Increase(%)_ -7.96% OK IEBC Provision 2021 The requirements of section 805.2 of 2021 IEBC are met and the structure is permitted to remain unaltered. Mighty Engineering Co 11704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 4 of 8 n rit MIGHTY LOAD CALCULATION I ` , ENGINEERING CO. ROOF AR-02 STEVEN SIEGEL RESIDENCE,4 VILLONE DR,NORTHAMPTON,MA,01053 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 6 @ 16 in.O.C. = 1.72 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area A, <200 ft2 ROOF AR-02 Pitch 20°or 5/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor R,= 0.98 Reduced Roof Live Load,L,=Lo(R,)(RZ) L,= 19.50 psf SNOW LOAD Ground Snow Load P,;= 40.00 psf Effective Roof Slope 20° Snow Importance Factor I,= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor C,= 1.10 Minimum Flat Roof Snow Load Pi m,,,= 35.00 psf Flat Roof Snow Load pf= 35.00 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor C,,aof= 1.00 Sloped Roof Snow Load on Roof ps,o{= 35.00 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor C. = 0.83 Sloped Roof Snow Load on PV Panel ps,,,,= 29.20 psf Mighty Engineering Co I 1704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 5 of 8 �'MIGHTY IEBC IMPACT CHECK ENGINEERING CO. ROOF AR-02 STEVEN SIEGEL RESIDENCE,4 VILLONE DR,NORTHAMPTON,MA,01053 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 19.50 0.00 psf Roof Snow Load(SL) 35.00 29.20 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 21.76 11.89 psf (DL+SL)/Cd= 37.13 34.70 psf Maximum Gravity Load= 37.13 34.70 psf Load Increase(%)_ -6.56% OK IEBC Provision: 2021 The requirements of section 805.2 of 2021 IEBC are met and the structure is permitted to remain unaltered. Mighty Engineering Co 11704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 6 of 8 n'MIGHTY LOAD CALCULATION r ENGINEERING CO. ROOF AR-03 STEVEN SIEGEL RESIDENCE,4 VILLONE DR,NORTHAMPTON,MA,01053 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 pst 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 6 @ 16 in.O.C. = 1.72 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area A, <200 ft' ROOF AR-03 Pitch 22.or 5/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor R2= 0.95 Reduced Roof Live Load,L,=Lo(R1)(R2) L,= 19.00 psf SNOW LOAD Ground Snow Load pe= 40.00 psf Effective Roof Slope 22° Snow Importance Factor IS= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor C,= 1.10 Minimum Flat Roof Snow Load pf.,,,,,= 35.00 psf Flat Roof Snow Load pf= 35.00 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor C. = 1.00 Sloped Roof Snow Load on Roof ps.,00f= 35.00 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor C., ;.,= 0.80 Sloped Roof Snow Load on PV Panel ps.p„= 28.00 psf Mighty Engineering Co 11704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 7 of 8 /1 MIGHTY IEBC IMPACT CHECK I i • ENGINEERING CO. ROOF AR-03 STEVEN SIEGEL RESIDENCE,4 VILLONE DR,NORTHAMPTON,MA,01053 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 19.00 0.00 psf Roof Snow Load(SL)= 35.00 28.00 psf EXISTING WITH PV PANEL (DL+Lr)/Cd = 21.36 11.89 psf (DL+SL)/Cd= 37.13 33.65 psf Maximum Gravity Load = 37.13 33.65 psf - Load Increase(%)= -9.37% i, IEBC Provision : 2021 The requirements of section 805.2 of 2021 IEBC are met and the structure is permitted to remain unaltered. Mighty Engineering Co 11704 Roxborough Rd Charlotte,NC 28211 ( (980)689.9776 I info@mightyengineeringco.com pg 8 of 8 SHEET INDEX SCOPE OF WORK GENERAL NOTES PAGES DESCRIPTION •SYSTEM SIZE 656GJVDC.5760W AC •ALL WORK SHALL COMPLY WITH MA 10TH ED CMR 780(2021 IRCABCAEBC).7-16 PV.1 0 COVER SHEET •MODULES(18)HANWHA Q-CELLS.Q PEAK DUO ELK ASC'F&2018 NDS.2023 NEC AND 2023 MA ELECTRICAL CODE 527 CMR 12.00(2023 NIL-GIO+410 NFPA 70 WTH MA AMENDMENTS),MUNICIPAL CODE,AND ALL MANUFACTURERS PV-2.0 SITE PLAN •INVERTERS(1)SOLAREDGE TECHNOLOGIES LISTINGS AND INSTALLATION INSTRUCTIONS. PV-3 0 LAYOUT SE5700H•I1SMN •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2023. •RACKING.TOPSPEED,ATTACHMENT DETAIL,MOUNT TO PV-4 0 ELECTRICAL WOOD DECK SNR-DC-30004 •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2023. PV-5 0 SIGNAGE •MAIN PANEL REPLACEMENT EXISTING 200 AMP MAIN PANEL •PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY WITH 200 AMP MAIN BREAKER TO BE REPLACED WITH NEW GROUNDED IN THE INVERTER SYSTEM COMPLIES WITH 69035 200 AMP MAIN PANEL WITH 200 AMP MAIN BREAKER. •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 •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 CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 69012(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(8)]. •PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 890.12(8)(2)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION sunrun ..12„ ABBREVIATIONS VICINITY MAP CUSTOMER RESIDENCL: •• STEVEN SIEGEL 4 VILLONE DR.NORTHAMPTON. MA,01053 TEL (413)246-7890 �r - - ♦ APN-NHAM-000011A-000067.000001 PROJECT NUMBER 224R-004SIEG DESIGNER (415)580.6920 ex3 - CHRISTIAN BANDAY SHEET COVER SHEET REV.A 11/V2024 PAGE PV-1.0 SITE PLAN•SCALE=3/64"-1'0" M11 ROOF PATHWAYS(3•TYP) (E)DRIVEWAY (E)RESIDENCE FIRE SETBACKS(18"TYP) a (N)ARRAY AR-02 v' ROOF PATHWAYS(3'TYP) w. ••• - - --r li -IIIIIIIIPIIII: S : , -.. ... ;.'..,.. '.1 '-. ... \ f-• •,, Z III 3 m \91 IA Iss\ \ z.....i.iub, AW is IAANOTES: 0 o • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE ' SPRINKLERS s u n r u n 1111111111St‘ ARRAY DETAILS: • TOTAL ROOF SURFACE AREA.3373 SOFT • TOTAL PV ARRAY AREA 338 1 SO FT 110 • PERCENTAGE COVERAGE: a180120 (TOTALOTAL PV PV ARRAY AREA/TOTAL ROOF SURFACE AREA)•100=10 096 '''' ARRAY TRUE MAG PV AREA - w PITCH AZIM AZIM (SOFT) CUSTOMER RLSiUENGL (N)CONDUIT RUN STEVEN SIEGEL v1. (N)(CO CONDUIT a AR-01 21' 81` 95- 147.9 4 VILLONE DR,NORTHAMPTON. v1 (E)SKYLIGHT RUN IN ATTIC) AR-02 20" 350 384. 105 7 MA,01053 ,,� (N)ARRAY AR•03 (N)ARRAY AR-01 AR-03 22 170 184 84 5 TEL(413)2167890 _________ ROOF PATHWAYS(3'TYP) APN NHAM0000I IA-000067-000001 PROJECT NUMBER 24R-004SIEG DESIGNER I415)580.6920 ex3 LEGEND SM SUNRUN METER 1123 AC DISCONNECT(S) ELECTRIC VEHICLE MD MICROGRID I I 1 GROUNDING SOLD CHRISTIAN BANDAY © EV SUPPLY EOUPMENT INTERCONNECT DEVICE � - ELECTRODE MODULES PM DEDICATED PV METER El DC DISCONNECT(S) 1F ENERGY STORAGE n METER ADAPTER r INTERIOR EQUIPMENT SHEET ((���1 SYSTEM I I L J SHOWN AS DASHED SITE PLAN SERVICE ENTRANCE SP SUB•PANEL ®INVERTER(S) 1(AMp ACREL METER BG BACKUP GATEWAY OWRESUNICATION REV A 11l1f2024 ,MAIN PANEL I1(l^C)PV LOAD CENTER I�1 SOLAREDGE METER �I��Ce//11 ID COMBINER BOX GP GENERATION PANEL �'_ PO RWALL ENERGY TOPSPEED PAGE '` ' ,'++`i O STORAGE SYSTEM(ESS) MOUNT SCALE NTS PV-2.0 • ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Height TypeMax OC Minimum Number cf Mounts per Max Landscape Max Portrait MAX DISTRIBUTED LOAD:3 PSF Type ype r9 tar Span Spacing Del Up-Slope(Landscape/Portrait) Overhang Overhang SNOW LOAD:40 PSF COMP SHINGLE- TOPSPEED,ATTACHMENT DETAIL.MOUNT WIND SPEED: AR-01 TOPSPEEC 1-Stay 2X6 RAFTERS 13'•g' 16" 004 2/2 1'-6" 0.10" 113 MPH 3-SEC GUST. TO WOOD DECK SNR•DC-DC FASTENERS: COMP SHINGLE- TOPSPEED,ATTACHMENT DETAIL,MOUNT (4)#14 X 2.25'SS SEALING AR 02 TOPSPEEC 1-Story 2X6 RAFTERS 8'-2" 16" TO WOOD DECK SNR•DC-30004 2/2 1-6 0.10 WASHER WOOD SCREWS FULLY COMP SHINGLE- TOPSPEED,ATTACHMENT DETAIL.MOUNT PENETRATING THROUGH WOOD AR-03 TOPSPEEC 1-Story 2X6 RAFTERS 8'-10" 16 TO WOOD DECK SNR•DC-DC 2/2 1'-G' 0.10' DECK D1-AR-01-SCALE:1/8"=1•-0" '5) W , AZIM:81 g PITCH:21' T-3'— J : moose 24%10" Z-8 - 3 ^ I 3042i 15 I '9i* • • • • IN '' ,� I 10.7' Digitally signed s$' by Manouchehr I N. 0 , Hakhamaneshi }-3'-9'- —6-7•— 2g i Date: 2024.11.01 07:49:59 -07'00' D2-AR-02-SCALE:118"=1'-0" D3-AR-03-SCALE:1/8"=1'-0" AZIM:350' AZIM:170' PITCH 20 PITCH.22 Sunrun it `—g-8- 1 V-8" 2'-gt I -1 7.8" 18'-8- —9•41'— N180120 ' .1,>u:E,i6 •,,....:-(t.er w ... 3-5„ ''_�. I I 3�5„ CUSTOMER RESIDENCE MUM EN SIEGEL 4 VILLONE 8 11" I ONE DR.NORTHAMPTON. `1 4 I 1 I 5' MA,01053 1'-6" i TEL.(413)2rb7890 17-5" 15'1" I APN.NHAM-000011A-000067.000001 17 —B-7— { 1'•3 PROJECT NUMBER l4R-004SIEG DESIGNER 14t5)580-6920 ex3 STRUCTURAL NOTES CHRISTIAN BANDAY • INSTALLERS SHALL NOTIFY ENGINEER OF ANY POTENTIAL STRUCTURAL ISSUES OBSERVED PRIOR TO PROCEEDING W/ SHEET INSTALLATION LAYOUT • MOUNT NUMBER FOR LEADING DOWNSLOPE EDGE SHALL MATCH REQUIREMENTS LISTED ABOVE • IF A MODULE(EXCLUDING SKIRT)IS WITHIN 17'BOUNDARY REGION OF ANY ROOF PLANE EDGE(EXCEPT VALLEYS), REV A 11/1/2024 ADDITIONAL MOUNTS WILL BE REQUIRED IN THE FOLLOWNG CONFIGURATIONS • EAVE 8 RIDGE•3 TOPSPEED ATTACHMENTS MUST BE USED ON THE MODULE EDGE PAGE PV 3.0 • GABLE 8 HIP•3R0 TOPSPEED ATTACHMENT MUST BE ADDED ON THE MODULE CORNER NEAREST TO THE ROOF EDGE. 0 I I LOCKABLE BLADE TYPE FUSED AC DISCONNECT FEW 200A MAIN BREAKERII11Il4___II O PEAKO81KEND FED O vEAK DW BLKNEW 200A MLG10.410 MAIN PANEL NEW 200A BUS TE HREDGENOLOGIES © .^fSTR111/6 OF O MO ULES IZERSSE5700F4LJSMN „ IWITH U650 OPTIAIIZERSI © 5760 WATT INVERTER I IIO _�/� O PEAK O110 BLK �1 -i_■1' IIII ML.G10 DUO I� �I_® era SIRING 1 OF 8 MODULES UU1i�!����I� owl •�� MATH U 650 OPTIM¢ERSI •� �. s000 SST SQUARE D LOAD RATED DC D222NNB DISCONNECT WITH 344 60A 2P AFC'RAPID I20/240VAC SHUTDOWN 30A FUSES COMPLIANT POINT OF INTERCONNECTION 705 111A N21 SUPPLY SIDE TAP METER NUMBER.50115136 EQUIPMENT CHARACTERISTICS INCLUDED IN SPEC SHEETS NOTE TOTAL PV BACKFEED •30A USED FOR INTERCONECRON CALCULATIONS CONDUIT SCHEDULE TAP DEVICE MUST BE MARKED"SUITABLE FOR USE ON THE LINE TAG CIRCUIT DESCRIPTION CONDUCTOR NEUTRAL. GROUND CONDUIT SIDE OF THE SERVICE EQUIPMENT"OR EQUIVALENT I 1 Inverter Input (2)10 AVAG(PV WIRE) WA 10 AWG(BARE) Open AIr s u n r u n 2 Inverter Input 14)10 AWG N/A 10AVUGTHHN/THWN-2 3/4 EMT THHN/TFMJN-2 3 Inverter Output (2)10 NAG (1)10 AWG 8 AVVG THHN/THWN-2 3/4 EMT THHN/TI-IWN-2 THHN/THWN-2 #180120 4 Inverter Output 712)6AV N-i THHN/TFiWN-2 8 AWG THHN/THWN-2 3/4 EMT ,50PAou11E TI UNITADCCacw.CM:.3r P eNE 0 FA+O CUSTOMER RESIDENCE STEVEN SIEGEL 4 VILLONE DR,NORTHAMPTON, MA,01053 MODULE CHARACTERISTICS U650 OPTIMIZER CHARACTERISTICS: TEL HANWHA Q-CELLS 0 PEAK DUO ELK APN 1NHA -000090 ML-G10+410 410 W MIN INPUT VOLTAGE- 8 VDC APN.NHAWF000011A-000067-000001 OPEN CIRCUIT VOLTAGE 45 37 V MAX INPUT VOLTAGE 60 VDC PROJECT NUMBER MAX POWER VOLTAGE 37 64 V MAX INPUT ISC 15 ADC 224R-004StEG SHORT CIRCUIT CURRENT 11 2 A MAX OUTPUT CURRENT 15 ADC DESIGNER 4415)580-6920 ex3 SYSTEM CHARACTERISTICS-INVERTER 1 CHRISTIAN BANDAY SYSTEM SIZE 6560 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE 8 V ELECTRICAL MAX ALLOWABLE DC VOLTAGE 480 V SYSTEM SHORT CIRCUIT CURRENT 30 A REV A 11/1/2024 PAGE PV-4.0 AWARNING—, PNERTER I NOTES AND SPECIFICATIONS •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2023 ARTICLE PHOTOVOLTAIC DC DISCONNECT 11021(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690.OR ELECTRICAL SHOCK HAZARD IF REQUESTED BY THE LOCAL AHJ. MAXIMUM SYSTEM VOLTAGE ®voc •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTNE TERMINALS ON LINE AND LOAD WORDS,COLORS AND SYMBOLS SAES MAY BE ENERGIZED IN •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) •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT PER CODE(SI NEC 2023'690 7tI2 INVOLVED. 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). WARNING: PHOTOVOLTAIC •DO NOT COVER EXISTING MANUFACTURER LABELS. PER 7 Y.NEC 2023.890,13(8), 705?007 7C 7C5 15(C) POWER SOURCE LABEL LOCAT IU': /�W/jli� INTERIOR AND EXTERIOR DC CONDUIT EVERY 101T. !/`\ G` AT EACH TURN.ABOVE AND BELOW PENETRATIONS. DUAL POWER SUPPLY ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S).NEC 2023.690.31(DX2) SOURCES:UTILITY GRID AND PV SOLAR ELECTRIC -- SYSTEM LABEL LOCATON 1.833.607.6937 ext. 0 CAUTION : UTILITYSERVICEMETERANDMAIN +.trSERVICEPANEL 1.855.478.6786PER CODE51 NEC 2023''70530(C) 911 MULTIPLE SOURCES OF POWER /'\W TMK VAS_ sunrun (-__,.....D POWER SOURCE OUTPUT CONNECTION -...-- - •.•..•"""'�""" DO NOT RELOCATE THIS LABEL LOCATION OVERCURRENT DEVICE MAIN SERVICE DISCONNECT LABEL LOCATION. 'Ajar' OCPDADJACENT PLIC BLEAKER AND ESS ' sunrun OCPD Ilf APPLICABLE). PER CODEISP NEC 2023.705 12(BX2)RAPID SHUTDOWN SWITCH SOLAR PV SYSTEM EQUIPPED #'�0120FOR SOLAR PV SYSTEM WITH RAPID SHUTDOWN SOLAR PANELS ON ROOF CUSTOMER RESIDENCE LABEL LOCATION STEVEN SIEGEL o4,... , 4 VILLONE DR.NORTHAMPTON. INSTALLED WITHIN 3'OF RAPID SHUT DOWN - 20Ne 1204.53 ODEIS).NEC 2023.89012(OX2)JFC �, TURN RAPDSHUTDOWN INVERTER (EXT) MA 01053 SWITCH TO THE"OFF „K„ AC DISCONNECT TEL (4131246-7890 POSRION TO SHUT DOWN APN NHAM-000011A.000067.000001 PVSYSTEMANDREDUCE SERVICE ENTRANCE PROJECT NUMBER SHOCK HAZARD IN THE ARRAY. Ell 224R-004SIEG MAIN PANEL(INT) ESIGNER: 14151 580.6920 ex3 4 VILLONE DR. NORTHAMPTON. MA. 01053 CHRISTIAN BANDAY ` ' SHEET LABEL LOCATION. CN OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE PER CODE(Sy NEC 2023 705.10(2) SIGNAGE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ME CONNECTED. REV A 11/1/2024 PER CODE(S)NEC 2023 690.12(D) PAGE PV-5.0 Docus_ . .._ .' • ;9 - . --- — s sun run Welcome to a planet run by the sun STEVEN SIEGEL 4 Villone Dr, Northampton, MA, - 01053 . -..# Ark gi tli °It, . • a.. ! lia•-•._..._.: i In ' PIM WI Sales Representative pr. -..fi # - ;-� Andrei Grama IIIIIIIIi andrei.grama@sumun.com Proposal Id:a086000000p3sbn Agreement:a4m6Q000003Y66oQAC Template order:25 Template Key:OT_065UAE547925 Docusign Envelope ID:203169EF-BEBA-45BE-AA46-6713F23365A0 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. "—Signed by: Agreed and accepted by f Agreed and accepted by ipegAa=cPzaA/ea (Second Signer, optional): Print Name: Steven Siegel Print Name (Second signer, optional: Date: 10/23/2024 Sales Co tn1tC Corporat 1 ttfke Signature �" �'`�'" - Signature `tk 1A4C7D8A4F6648A Print Name: A3CF4CBC5150487 Print Name: Andrei Grama Daniel Hart Sunrun ID Number: Date: 10/23/2024 1873978073 Title: Project Operations Contract Version 1.0 Proposal:PKVNFAC144AD-H Version 2021 Q4V1 Proposal Id:a086Q00000p3sbn Agreement:a4m6Q000003Y66oQAC Template Order:320 Template Key: OT_213EA1437705 28