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30A-063 (5) BP-2024-1214 234 FLORENCE RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 30A-063-0O1 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-2024-1214 PERMISSION IS HEREBY GRANTED TO: Project# 2024 SOLAR Contractor: License: SUNRUN INSTALLATION SERVICES Est. Cost: 10020 INC CS-090170 Const.Class: Exp.Date: 05/09/2026 Use Group: Owner: BODY JOHN M III Lot Size(sq.ft.) Zoning: WSP Applicant: SUNRUN INSTALLATION SERVICES INC Applicant Address Phone: Insurance: 240A CHERRY ST 413-259-8044 WC614287602 SHREWSBURY, MA 01545 ISSUED ON: 09/19/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 13 PANEL 5.33 KW ROOF MOUNT SOLAR SYSTEM (NO STRUCTURAL OR BATTERY, RAFTER ATTACHED) 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: lr Fees Paid: $125.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner 1 Sct 1 B 2024 The Commonwealth of Massachusetts q fi,� oard of Building Regulations and Standards FOR MUNICIPALITY <<, — Massachusetts State Building Code,780 CMR USE -;s Bui • Permit Application To Construct, Repair, Renovate Or Demolish a Revised Mar 2011 l2ar-Damp on One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number:IS/7''d$ /..2/ V Date Applied: S c/G/fief 574"" 9- -2 2p Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION fatSppeJl d Cl°.fi^ '' 1.2 Assessors Map& Parcel Numbers 1.1 a 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(II) 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 OWNERSHIPS �7;o ord ()oco.xnp+on, m N m (P 'nt City.State.ZIP.� bore c� ( . yi3-58 781 No.an 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 El Specify: Solar Installation ¢f'ef Description of Proposed Work2:Inst • photovoltaic solar s ,stem#of mo � O - SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 00 ! 0 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ //_ 0 Standard City/Town Application Fee �Jv ot 0 Total Project Cost (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees:$l /O Qp�./.10 Check No.16�J Check Amount: � Cash Amount: 6.Total Project Cost: $ 0 Paid in Full 0 Outstanding Balance Due: 1 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 CSI.Holder List CSL Type(see below) U 240a Cherry St, Shrewsbury, MA 01545 . No.and Street Type .'i Descriplaoii:._.: , U Unrestricted(Buildings up to 35,000 cu.ft.) Chicopee, MA 01022 R Restricted l&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 10/13/2026 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 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the.subjge)property,hereby authorize•$uttrun Installation Services Inc , to act on my behatf,in an matters rt:latiye'to woYk autliorizg 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 'nod in this applicat on is true and accurate to the best of my knowledge and understanding. fff-��� •, I l'nnt Owner's or Authorized Agent's Name(Electronic Signature) 'Date 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 License carrbe found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: • Total floor area(sq.ft.) (including garage,finisfed 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 Projebt.Cost" City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: c2/ r/ore(1ee 1 d () r-Fharnplon The debris will be transported by: Casella Waste Systems Casella Waste Systems The debris will be received by: 686 Main St, Holyoke, MA 01040 Building permit number: Name of Permit Applicant Robert Decker IV Date Signature of Permit Applicant The Commonwealth of Massachusetts Department of Industrial Accidents z — ' Office of Investigations =rail_ - Lafayette City Center 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.❑■ I am a employer with 50 4. 0 I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ 1 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. ❑ 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.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no Solar Installation employees. [No workers' I�.0 Other comp. insurance required.] *Any applicant that checks box#1 must also till 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. #:F WC614287602/ Expiration Date: 10/1/2024 3 (2aJob Site Address: QrinCe- City/State/Zip:0040101M i 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. Signature: � 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 31:City/Town Clerk 4.0 Electrical Inspector 5019umhing Inspector 6.0Other 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 „ho 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 information (if necessary) and under"Job Site Address"the applicant should\ rite "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 Revised 7-2019 Fax (617) 727-7749 www.mass.gov/dia ® 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. Consto:lt/iOk ttpervisor <f. CS-090170 iSxpires: 05/09/2026 ROBERT J D€CKER Iv,IV s 77 FEDERALIST MONTAGUE 01 2 eilli ,)� � "N' Lvdn�� b Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Commissioner E W/ ,..—.— 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 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration z. ii.' —..... .....-7--..4, --i 0. Type: Supplement Card SUNRUN INSTALLATION SERVICES INC. 10 a —....—:_is �_ �• Registration: 180120 21 WORLDS FAIR DR -. ==1 --_ Expiration: 10/13/2026 SOMERSET,NJ 08873 — 4 =.._ Ir. M __t 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 Fxniration 1000 Washington Street -Suite 710 180120 10/13/2026 Boston,MA 02118 SUNRUN INSTALLATION SERVICES INC. ROBERT J DECKER IV aikAf) '�)600 CALIFORNIA ST �/ `" T� SUITE 1800 SAN FRANCISCO,CA 94108 Undersecretary Not valid without signature SUNRINC-02 TWANG ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) �•� 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): I(A/C,No): San Francisco,CA 94105 E-MAIL Walter.Tanner@alliant.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 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 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR, INSn WVD IMMIDDIYYYYI IMMIDD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR MKLV5ENV104332 10/1/2023 10/1/2024 DAMAGETORENTED 1,000,000 PREMISES(Ea ocarrence) $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X j 8f LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER Retention: $200,000 Per Project Agg $ 5,000,000 B AUTOMOBILE LIABILITY (EOMBIBINdeeDSINGLELIMIT $ 2,000,000 X ANY AUTO BAP614287702 10/1/2023 10/1/2024 BODILY INJURY(Per person) $ AURTEO�S ONLY _WNED AUITJOSSDyUyLNE�Dp BODILY INJURY(Per accident) $ AUTOS ONLY AUUI' ONLY per a�QeT ntIAMAGE X ig,`a'80Ded.: X Coll..Not Covered Liability Ded.: $ 1,000,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY STATUTE OTH- ER WC614287602 10/1/2023 10/1/2024 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ FlCER/MEMBER EXCLUDED? N N/A andatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 H yes.desaibe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it 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 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 —.N SUNRINC-02 TWANG ACORO DATE(MM/DDNYYY) ki..---- CERTIFICATE OF LIABILITY INSURANCE 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 FAX 560 Mission St 6th Fl (A/C,No,Ext): (A/C,No): San Francisco,CA 94105 E-MAIL ss:Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC# 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 SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS c , n WVD (MM/DD/YYYYI (MMIDD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE 1 X 1 OCCUR MKLV5ENV104843 10/1/2024 10/1/2025 pREMSESlaorrDencel $ 1,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X PElf I LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER Retention:$200,000 Per Project Agg $ 5,000,000 B AUTOMOBILE LIABILITY (Ea accciidBINEeDn SINGLE LIMIT S 2,000,000 X ANY AUTO BAP614287703 10/1/2024 10/1/2025 BODILY INJURY(Per person) $ OWAUTOS ONLY — SC AUTOS i BODILY INJURY(Per accident) S AIRE NON-OWNED PROPERTY DAMAGE UTOS ONLY AUTOS ONLY (Per accident) $ X ,oDed.: X CaI:Not Covered Liability Ded.: $ 1,000,000 • UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ _ DED RETENTION$ _ $ C WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY STATUTE ERH WC614287603 10/1/2024 10/1/2025 1,000,000 ANY PROPREIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ (MFnFIlCdatory in EER)EXCLUDED? N N/A (M E.L.DISEASE-EA EMPLOYEE $ 1'���'��� If yes.describe under 1,000,000 DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!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 Cityof Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 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 i Ij�'MIGI-ITY M ENGINEERING CO. September 17,2024 RE: CERTIFICATION LETTER Project Address: JOHN BODY RESIDENCE 234 FLORENCE RD 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 6 @ 16"OC,Roof DL=11 psf,Roof LUSL=35 psf(Non-PV),Roof LUSL=18.1 psf(PV) -ROOF AR-02:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=35 psf(Non-PV),Roof LUSL=18.1 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 structuralsectionsof framing ahas sb been reviewed isdirectly erviwesupporting the sola for ritional PV sng due o installation of PV Solar System on the roof.The structural review applies to the 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, 00FilasS, Digitally signed by * MAtit)uCHEHR ctio Manouchehr HAKHAMANESHI 7.1 Qo CIVIL No�5l ' Hakhamaneshi �roxAL Date: 2024.49.17 sC; )1A - 10:03:14 -04'00' Mighty Engineering Co 11704 Roxborough Rd Charlotte,NC 28211 I (980)689.9/i6 I info@mightyengineeringco.com pg l of 8 E/1' MIGHTY ENGINEERING Co. RESULTS SUMMARY JOHN BODY RESIDENCE,234 FLORENCE RD, NORTHAMPTON,MA,01062 MOUNTING PLANE STRUCTURAL EVALUATION MOUNTING PLANE ROOF PITCH RESULT GOVERNING ANALYSIS (deg.) ROOF AR-01 39° _ IEBC IMPACT CHECK ROOF AR-02 39° 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 made according to generally recognized structural analysis standards and procedures.All PV modules,rocking and attachment components shall be designed and installed per manufacturer's approved guidelines and specifications. These plans ore 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 ore 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,crocked 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 r/I'MIGHTY LOAD CALCULATION I \ r ENGINEERING CO. ROOF AR-01 JOHN BODY RESIDENCE,234 FLORENCE RD,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 6 @ 16 in.O.C. = 1.72 psf Vaulted Ceiling Weight = 3.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 10.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area A, <200 ft ROOF AR-Ol Pitch 39°or 10/12 Tributary Area Reduction Factor RI= 1.00 Roof Slope Reduction Factor R,= 0.73 Reduced Roof Live Load,L,=Lo(RI)(R2) Lr= 14.50 psf SNOW LOAD Ground Snow Load pg= 40.00 psf Effective Roof Slope 39° Snow Importance Factor I,= 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 Cs roof= 1.00 • Sloped Roof Snow Load on Roof ps_roof= 35.00 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor C, = 0.52 Sloped Roof Snow Load on PV Panel ps.p,= 18.10 psf • Mighty Engineering Co I 1704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 3 of 8 At MIGHTY IEBC IMPACT CHECK / u ENGINEERING CO. ROOF AR-01 JOHN BODY RESIDENCE,234 FLORENCE RD,NORTHAMPTON,MA,01062 EXISTING WITH PV PANEL Roof Dead Load(DL)= 10.70 13.70 psf Roof Live Load(Lr)= 14.50 0.00 psf Roof Snow Load(SL)= 35.00 18.10 psf EXISTING WITH PV PANEL (DL+Lr)/Cd = 20.16 15.22 psf (DL+SL)/Cd= 39.74 27.65 psf Maximum Gravity Load= 39.74 27.65 psf Load Increase(%)_ -30.42% 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 ; 1704 Roxborough Rd Charlotte,NC 28211 ( (980)689.9776 I info@mightyengineeringco.com pg 4 of 8 A'MIGHTY WIND UPLIFT CALCULATION N• E ENGINEERING CO. ROOF AR-01 JOHN BODY RESIDENCE,234 FLORENCE RD,NORTHAMPTON,MA,01062 SITE INFORMATION Ultimate Wind Speed(mph)= 117.00 mph Roof Pitch(deg.)= 39° 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 K2= 0.57 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256*Kz*Kzi*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 1-2r) 5.33 ft Effective Wind Area Max.Y-Spacing(Zone 1-2r) 3.42 ft 18.23 ft2 Max.X-Spacing(Zone 2n&3r) 5.33 ft Effective Wind Area Max.Y-Spacing(Zone 2n&3r) 3.42 ft 18.23 ft2 Max.X-Spacing(Zone 3e) 5.33 ft Effective Wind Area Max.Y-Spacing(Zone 3e) 3.42 ft 18.23 ft2 ROOF ZONE GCp(-)UPLIFT UPUFT PRESSURE PULLOUT FORCE 1-2r -1.54 -12.83 psf 233.88 lbs 2n&3r -1.80 -15.24 psf 277.75 lbs 3e -2.23 -19.21 psf 350.24 lbs NOTE: •Wind calculation is based on ASCE 7-10,29.4-C&C,1C#7:0.6D+0.6W is used. Mighty Engineering Co 11704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 5 of 8 • /A'MIGHTY LOAD CALCULATION IN • ENGINEERING CO. ROOF AR-02 JOHN BODY RESIDENCE,234 FLORENCE RD,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 6 CO 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 L„= 20.00 psf Member Tributary Area A, <200 ft2 ROOF AR-02 Pitch 39*or 10/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor R,= 0.73 Reduced Roof Live Load,L,=Lo(R1)(R2) L,= 14.50 psf SNOW LOAD Ground Snow Load pe= 40.00 psf Effective Roof Slope 39' Snow Importance Factor Is= 1.00 Snow Exposure Factor = 1.00 Snow Thermal Factor C1= 1.10 Minimum Flat Roof Snow Load P1 m,n= 35.00 psf Flat Roof Snow Load pr= 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 roof 35.00 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor 0_`>2 Sloped Roof Snow Load on PV Panel ps = 18.10 psf Mighty Engineering Co 1704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 6 of 8 NEn'MIGHTY IEBC IMPACT CHECK E ENGINEERING CO. ROOF AR-02 JOHN BODY RESIDENCE,234 FLORENCE RD,NORTHAMPTON,MA,01062 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 14.50 0.00 psf Roof Snow Load(SL) 35.00 18.10 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 17.76 11.89 psf (DL+SL)/Cd= 37.13 25.04 psf Maximum Gravity Load= 37.13 25.04 psf Load Increase(%)= -32.55% 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 11704 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 7 of 8 MIGHTY WIND UPLIFT CALCULATION INE ENGINEERING CO. ROOF AR-02 JOHN BODY RESIDENCE,234 FLORENCE RD,NORTHAMPTON,MA,01067 SITE INFORMATION Ultimate Wind Speed(mph)= 117.00 mph Roof Pitch(deg.)= 39° Risk Category= II Roof Type= Gable Exposure Category B Kd= 0.85 Mean Roof Height= 15.00 ft K,t= 1 Solar Array Dead Load= 3.00 psf K,= 0.57 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256`K,'K,;*Kd*K,,'V,= 17.12 psf a(ft)= 4.50 Array Edge Factor (yr)= 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 1-2r) 5.33 ft Effective Wind Area Max.Y-Spacing(Zone 1-2r) 3.42 ft 18.23 ft2 Max.X-Spacing(Zone 2n&3r) 5.33 ft Effective Wind Area Max.Y-Spacing(Zone 2n&3r) 3.42 ft 18.23 ft2 Max.X-Spacing(Zone 3e) 5.33 ft Effective Wind Area Max.Y-Spacing(Zone 3e) 3.42 ft 18.23 ft2 ROOF ZONE GCp(-)UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1-2r -1.54 -12.83 psf 233.88 lbs 2n&3r -1.80 -15.24 psf 277.75 lbs 3e -2.23 -19.21 psf 350.24 lbs NOTE: •Wind calculation is based on ASCE 7-10,29.4-C&C,LC#7:0.60+0.6W is used. Mighty Engineering Co 1704 Roxborough Rd Charlotte,NC 28211 ( (980)689.9776 ( info@mightyengineeringco.com pg 8 of 8 SHEET INDEX SCOPE OF WORK GENERAL NOTES PAGE# DESCRIPTION •SYSTEM SIZE.5330W DC.3800W AC •ALL WORK SHALL COMPLY WITH MA 9TH ED.CMR 780(2015 IRCABCAEBC),7.10 PV•1.0 COVER SHEET •MODULES:(13)HANWHA Q-CELLS Q PEAK DUO BLK ASCE&2015 NDS,2023 NEC AND 2023 MA ELECTRICAL CODE 527 CMR 1200(2023 ML-G10+410 NFPA 70 WITH MA AMENDMENTS),MUNICIPAL CODE,AND ALL MANUFACTURERS' PV-2.0 SITE PLAN •INVERTERS(1)SOLAREDGE TECHNOLOGIES LISTINGS AND INSTALLATION INSTRUCTIONS. PV-3 0 LAYOUT SE3800H-USMN •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2023. •RACKING'RL UNIVERSAL,SPEEDSEAL TRACK ON COMP TO PV-4.0 ELECTRICAL FRAMING.SEE DETAIL SNR-DC-00436 •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2023 PV-5.0 SIGNAGE •PHOTOVOLTAIC SYSTEM IS UNGROUNDED NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER SYSTEM COMPLIES WITH 690 35 •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)8 690 8(B)], •PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 690 12(B)(2)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION sunrun E150120 ABBREVIATIONS VICINITY MAP nP,4 t_„w,,,C„„ar,t.. r~..efA a AMFFRE rA+o .,: A Tt AA1 LK.JJOPr c CUSTOMER RESIDENCE Ark IA,:CNA.T,:mt'MT-.*:: _. 2 JOHN BODY •21. AZIMUTH 234 FLORENCE RD, (CUP C0.41,;,yT!tie, p NORTHAMPTON,MA.01062 O: deE'TC,ACENT TEL.(413)343.4545 • E•1 W. APN:NWIM-0000.30A-000063-000001 ESS Nue,Mo.:•E S TE PROJECT NUMBER key. ua„;:: ..- • 224R-234BODY P), Ne,, O DESIGNER' (415)S80.6920 e)CS FPE.rAP ME.F.IY),CATED BENEDICK LORENCE ZAPATA PSF 001.44n PEF$iJAPE F'X'r SHEET PV `"1`JTC'N"TA" COVER SHEET PSO P400 SWI'D)wN MACE Tt Ta.ncr.•ANE.PLESS REV A W17/2024 PAGE PV-1.0 w n. - ARRAY TRUE PV AREA SITE PLAN-SCALE•3137'•1'-0' PITCH AZIM (SOFT) AR-01 39 239' 147 9 AR-02 39 240 126.8 ROOF PATHWAYS NOTES: (3•TYP) • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS ARRAY DETALS: • TOTAL ROOF SURFACE AREA 2762 SOFT �C� • TOTAL PV ARRAY AREA 274 7 SO FT �� • PERCENTAGE PV COVERAGE. ��11'' (TOTAL PV ARRAY AREAROTAL ROOF SURFACE ��� AREA)•103=9.996 FIRE SETBACKS _ \I l (18"TYP) \ \\\ Li Q 0\`\ ``\A SITE PLAN-SCALE.1164".1'-0" i i, a- ...................\ \` (E)RESIDENCE- cs- 16,111111"4111:111111111 ,N)ARRAY AR.01 0' `� `� C sunrun ..------" M� .� 0 ° 0180120 ROOF PATHWAYS thi, � (3'TYP) thil Zn CUSTOMER RESIDENCE: c1 JOHN BODY 'PO 234 FLORENCE RD, (N)ARRAY AR-02 NORTHAMPTON,MA,01062 (E)DRIVEWAY TEL.(413)343-4545 APN NHAM•000030A-000063.000r.' PROJECT NUMBER ���� 224R•234BODY LEGEND NSM]I SUNRUN METER AC DISCONNECT(S) ® CHIMNEv ® METAL PIPE VENT •' HARDSCAPE •MODULES BENEDICK LOREESIGNER NCE ZAPATA ® T VENT 3 PM DEDICATED PV METER DC cc DISCONNECTS) ATTIC VENT ® r i INTE RIOR EQUIPMENT 1 SHEET I�=� Q SATELLITE DISH L I S,.O AS DASHEDSITE PLAN SE SERVICE ENTRANCE SP SUB-PANEL INV INVERTER(S) O FLUSH ATTIC VENT COMMUNICATION �(/7/��' E SETBACKS O�WRES SNR MOUNT REV.A 9/17/2024 MP MAIN PANEL LC PV LOAD CENTER CB IO COMBINER BOX 0 PVC PIPE VENT + —PL— PROPERTY LINE - SNR MOUNT&SKIRT PAGE PV_2.O ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD:3 PSF ',Jame Type Height Type Span Spacing Detail OC Spacing Overhang OC Spacing Overhang Configuration SNOW LOAD:40 PSF ' RL UNIVERSAL,SPEEDSEAL TRACK ON WIND SPEED: AR-01 COMP SHINGLE-RLU 1-Story 2X6 RAFTERS 8'-4" 16" COMP TO FRAMING,SEE DETAIL 5'-4" 7.1" 4'•0" 7.0" STAGGERED 117 MPH 3-SEC GUST SNR-DC-00436 FASTENERS: (1)5/16"DIA SS.LAG SCREW 2 5' RL UNIVERSAL,SPEEDSEAL TRACK ON MIN EMBEDMENT INTO FRAMING AR.02 COMP SHINGLE-RLU 1-Story 2X6 RAFTERS 11-5" 16" COMP TO FRAMING,SEE DETAIL 5'-4" 7-I" 4'-0" 7-0" STAGGERED SNR-DC-00436 j OF WS'y D1-AR-01-SCALE: =1'-0" 9 Mr 239- �: MOUND* n PITCH:39° 1 19-4" 18'8 6-3" HAI(FW/ANESHI Y.;CIVIL ti No. 55892 ///////////////IIZ LLZZZZ/1 z" :.9 o • awLc .5 Li 'cl4A -- I 10%5„ ° Digitally signed 13'-9" • by Manouchehr 6 S' Hakhamaneshi Date: 2024.09.17 1 25.-7" 17.5" 10:03:30 -04'00' D2-AR-02-SCALE:1/8"=1'-0" s u n r u n AZIM:240 ?ITCH 39 #160120 } }-8" ,soncEnc>rovv...c+0mrecM 0,07.01roi L//j//�///i(/l/ '1%11 CUSTOMER RESIDENCE: L JOHN BODY 234 FLORENCE RD. NORTHAMPTON,MA,01062 ■ a a o fito5'-4"TYP - 10'-5" TEL.(413)343-4545 B INSTALLERS SHALL NOTIFY ENGINEER OF ANY POTENTIAL STRUCTURAL APN.NHAM-000030A-000063-000001 ISSUES OBSERVED PRIOR TO PROCEEDING W/INSTALLATION. PROJECT NUMBER n n n n _� 224R-234BODY T-11" IF ARRAY(EXCLUDING SKIRT)IS WITHIN 12"BOUNDARY REGION OF DESIGNER: (415)580-6920 ex3 ANY ROOF PLANE EDGES(EXCEPT VALLEYS).THEN ATTACHMENTS NEED BENEDICK LORENCE ZAPATA TO BE ADDED AND OVERHANG REDUCED WITHIN THE 17'BOUNDARY 9 REGION ONLY AS FOLLOWS: SHEET " ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS TO BE LAYOUT REDUCED BY 50% •" ALLOWABLE OVERHANG INDICATED ON PLANS TO BE 1/5TH OF REV A 9/17/2024 ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS. PAGE PV-3.0 �M (N)LODECKTYPEABEE BLA AC DISCONNECT EXib!it4 6ZUUA MAIN BREAKER END I-EL) II EXISTING 200A SOLAREDGE MAIN PANEL 200E BUS SE3800H-USMN 2 9 \\*/HANWHA Q-CELLS INVERTER 0 PEAK DUO BLK li 3 3800 WATT ML-G10+410 20A Cr) — _ STRING 1 OF 13 MODULES (WITH S440 OPT IVI7Ec. o✓f o 0 0 v J-BOX- ' 6— 0-- o '' o��o SQUARE D LOAD RATED DC DU221RB DISCONNECT WITH 3R,60A,2P AFCI RAPID 120/240VAC SHUTDOWN COMPLIANT POINT OF INTERCONNECTION 705 12(B)(2),LOAD BREAKER AT OPPOSITE END OF BUSBAR METER NUMBER'NATIONAL GRID 84707091 EQUIPMENT CHARACTERISTICS s u n r u n INCLUDED IN SPEC SHEETS NOTE TOTAL PV BACKFEED =20A USED FOR INTERCONNECTION CALCULATIONS ,'8012C CONDUIT SCHEDULE MODULE CHARACTERISTICS CUSTOMER RESIDENCE MODULE 0-CELLS0 PEAK DUO BLK S440 OPTIMIZER CHARACTERISTICS: JOHN BODY TAG CIRCUIT DESCRIPTION CONDUCTOR NEUTRAL GROUND CONDUITMIN INPUT VOLTAGE 8 VDC 234 FLORENCE RD, ML-G10+410. 410 W MAX INPUT VOLTAGE 80 VDC NORTHAMPTON,MA,01062 1 Inverter Input (2)10 AWG (PV WIRE) N/A 10 AWG(BARE) Open Air OPEN CIRCUIT VOLTAGE 45 37 V MAX INPUT ISC: 14.5 ADC (2)10 AWG MAX POWER VOLTAGE 37 84 V MAX OUTPUT CURRENT. 15 ADC TEL.(413)343.4545 2 Inverter Input THHN/THWN-2 N/A 10 AWG THHN/THWN-2 3/4 EMT SHORT CIRCUIT CURRENT 11 2 A APN NHAM-000030A000063000001 3 Inverter Output (2)10 AWG (1)10 AWG 8 AWG THHN/THVVN•2 3/4 EMT SYSTEM CHARACTERISTICS-INVERTER 1 PROJECT NUMBER THHN/THWN-2 THHN/THWN-2 SYSTEM SIZE 5330 W 224R-23490DY SYSTEM OPEN CIRCUIT VOLTAGE 13 V MAX ALLOWABLE DC VOLTAGE' 480 V DESIGNER (415)5866920ac3 SYSTEM SHORT CIRCUIT CURRENT 15 A BENEDICK LORENCE ZAPATA SHEET ELECTRICAL REV:A 9/17/2024 PAGE PV-4.O •` , NVERTER 1 A PHOTOVOLTAIC DC DISCONNECT NOTES AND SPECIFICATIONS. •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2023 ARTICLE 110.21(B).UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690.OR ELECTRICAL SHOCK HAZARD MAXIMUM SYSTEM VOLTAGE 483 VDC IF REQUESTED BY THE LOCAL AHJ •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE TERMINALS ON LINE AND LOAD LABEL LOCATION: WORDS.COLORS AND SYMBOLS. SIDES MAY BE ENERGtZED IN NVERTER(S),DC DISCONNECTISI •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING THE OPEN POSITION PER COOEIS)'NEC 2023'690 7(01 METHOD AND SHALL NOT BE HAND WRITTEN. •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. LABEL LOCATION- •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z5354-2011.PRODUCT SAFETY INVERTER(S),AC/DC DISCONNECT(S). SIGNS AND LABELS.UNLESS OTHERWISE SPECIFIED. AC COMBINER PANEL(IF APPLICABLE). RAPID SHUTDOWN SWITCH •DO NOT COVER EXISTING MANUFACTURER LABELS. PER CODE(S):NEC 2023:690.13(B). 705.20(71.706.15(C) FOR SOLAR PV SYSTEM ITAWA _ 1.833.607.6937 ext. 0 .,: „ LABEL LOCATION' `.:�. .. DUAL POWER SUPPLY INSTALLED WITHIN 3'OF RAPID SHUT DOWN 1.85 5.478.6786 SWITCH PER COOE(S)'NEC 2023'690.12(0)(2),IFC . SOURCES:UTILITY GRID 2018 1204.5 3 911 AND PV SOLAR ELECTRIC " "'.'br SYSTEM WARNING: PHOTOVOLTAIC sunrun LABEL LOCATION. POWER SOURCE JTILITY SERVICE METER AND MAIN LABEL LOCATION. SERVICE PANEL. MAIN SERVICE DISCONNECT PER CODE(S).NEC 2023'705 30(C) LABEL LOCATION INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT. AT EACH TURN.ABOVE AND BELOW PENETRATIONS. .A I I ! ONPERECODE(S)NEC 2023 VERY JB/PULL BOX C 6ONTAIINING DC CIRCUITS. CAUTION : RSOUEOUTPUT CONNECTNDO NOT RELOCATE THIS OVERC URR ENT DEVICE MULTIPLE SOURCES OF POWER LABEL LOCATION. ADJAOCPD(INATOIC BLEAKER AND ESS OA) s unrun OCPD(IF APPLICABLE).PER CODE(SI'NEC 2023:705.12(BN2) #180120 SOLAR PV SYSTEM EQUIPPED SOLAR PANELS P O,C!7T�FTi„•,r.:H,e,cre�. -:-.• WITH RAPID SHUTDOWN ON ROOF CUSTOMER RESIDENCE JOHN BODY 234 FLORENCE RD, MAIN PANEL AND NORTHAMPTON,MA,01062 TURN RAPID SHUTDOWN PV BREAKER SWITCH TO THE"OFF' TEL(4131343-4545 POSTTIONTO SHUT DOWN DISCONNECT(INT) I APN'NHAM•000030A-000063-000001 PV SYSTEM AND REDUCE PROJECT NUMBER' SHOCK HAZARD IN THE 224R-234BODY ARRAY, SERVICE ENTRANCE DESIGNER: (415)580-6920 ex3 AC DISCONNECT BENEDICK LORENCE ZAPATA `LABELLOQATION INVERTER (EXT)— SHEET SI GNAGE ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE DISCONNECTNG MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. 234 FLORENCE RD, NORTHAMPTON, MA, 01062 REV:A 9/17/2024 PER CODE(S).NEC 2023.890,12(D) PAGE PV-5.0 PER CODE(S):NEC 2023 705 10(21 Docusign Envelope ID:30C113A2-E643-4F8A-844F-78F309D41BCC sun run Welcome to a planet run by the sun JOHN BODY ' 234 Florence Rd, Northampton, MA, . . . . 01062 . . . . . . . . . . . . . . . . . . . Ati M. IIIII tii ---it• . '.11: LIZ I IL. I flgarigiaW/Niiiiik Your Sales Representative Andrei Grama andrei.grama@sunrun.com Proposal Id:a086O00000otd9D Agreement:a4m6O000003SZL2QAO Template order:25 Template Key:OT_065UAE547925 Docusign Envelope ID:30C113A2-E843-4F6A-844F-78F309D41BCC 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. DocuSigned by: Agreed and accepted by: " 66 Agreed and accepted by 755A988C200842 4z� (Second Signer,optional): Print Name: John Body Print Name (Second signer,optional): Date: 8/28/2024 Slgned by: .Sigurd by: Sales Cotlt:tr t . Corporates anata Signature: Signature: '-1A/C7D8A/F6648A "-CD261EIF15914F0 Print Name: Andrei Grama Print Name: Alexa Marsh Sunrun ID Number: 1873978073 Date: 8/28/2024 Title: Project Operations Contract Version 1.0 Proposal:PKV7DAL1VK33-H Version 2021 Q4V1 Proposal Id:a086000000otd9D Agreement a4m60000003SZL2QA0 Template Order:320 Template Key:OT113EAI4377O5 27