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29-326 (3) BP-2024-0668 314 ACREBROOK DR COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 29-326-001 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-2024-0668 PERMISSION IS HEREBY GRANTED TO: Project# 2024 SOLAR Contractor: License: SUNRUN INSTALLATION SERVICES Est. Cost: 13536 INC CS-090170 Const.Class: Exp.Date: 05/09/2026 Use Group: Owner: A LAFLAMME JAMES H& MARGARET Lot Size (sq.ft.) Zoning: WSP Applicant: SUNRUN INSTALLATION SERVICES INC Applicant Address one: Insurance: 240A CHERRY ST 413-259-8044 WC614287602 SHREWSBURY, MA 01545 ISSUED ON: 05/28/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 18 PANEL 7.2 KW ROOF MOUNT SOLAR SYSTEM (NO STRUCTURAL 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: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: ii/#2, Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner E RECEIVED The Commonwealth of Massschus s -- Board of Building Regulations and Sta dards FOR Massachusetts State Building Cock,78 GUY 2 4 2024 ' MUNICIPALITY a Building P rmit Application To Construct, Repair, Re ovate Or Demolish a Reviled Mar 2011 o r-�harnp o►') One-or Two-Family D 4- -,x,FPT OF BUILDING INSPECTIONS This Sectio For Official Use O$i9`1THA1^P?ON,MA01060 Building Permit Number: Z)p'ol 4� o of P Date Applied: WE-Ulm) /�lo->> //�� 5-28-zaZy Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION cy/fgper)y Ad_ dgesick hr 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 It) Frontage(II) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required I'rovided 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 syqern 0 Check if yes❑ SECTION 2: PROPERTY . ( c Jor'ikimp1oa OWN ERSHIP' 2h►net' :fik nivie_ ipr t) b Cit .State.ZIP r rookhr _ . _ 1/3-5:3�a No.and Street I elephone 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 Installatio lief Description of Pro sed Work':Instal n o —ph otor oltaic_ • rr • r•.• -•• • i - s• fore [ IT'cn ' _ (t4• . _offir Gtilk OC' SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building Sr970 • I.I. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical S ib • p• 0 Standard City/Town Application Fee 1 0 Total Project Cost3(Item 6)x multiplier x 3. Plumbing S 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Total All Fees J Suppression) ,�` �/C) Check No. th Check Amount: ! Cash Amount: 6.Total Project Cost: S kg 532 ❑Paid in Full 0 Outstanding Balance Due: i SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-090170 05/09/2026 Robert J Decker IV, IV - [t License Number Expiration Date \ame of CSI.[Folder r List CSL Type(see below) U 240a Cherry St,Shrewsbury, MA 01545 No.and Street Type Description • r ; ` , 4 Chicopee, MA 01022 U Unrestricted(Buildings up to 35.000 Cu.t.) R Restricted l&2 Family Dwelling City/Ton n.State.Ill' M Masonry RC Roofing Cox ering 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) i r ' 1 S01 • • 10/13/2024 Sunrun Installation Services Inc I IIC Registration Number Expiration Date I IIC Company Name or I IIC 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 subject property,hereby authorize Suntun Installation Services Inc • . to act on my behalf,in Alt matters relative tdavork authorized by this building permit application.: ' • • '' Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorizes Agents 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 \\ ww mn <gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dns 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 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: •I'vpe of project(required): 1.❑■ I am a employer with 50 4. ❑ I am a general contractor and I 6 New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. [] Demolition workingfor me in anycapacity. employees and have workers' �. El Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 1 u.❑ Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their I I.❑ 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' 13.0 Other comp. insurance required.] *Any applicant that checks box#I 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( 3/1 /7CR°bra k 6r City/State/Zip:(JorkhQn1p1oI)i Attach a copyof 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. mature: -sue �'� 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): 1❑Board of Health 21=1 Building Department 3DCity/Town Clerk 4.0 Electrical Inspector 5E'lumbing 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 NI hhold 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 till 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"Toys n 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 policyinfortnation'(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 0211 1-1750 Tel. (617) 7274900 or 1-877-MASSAFE Revised 7-2019 Fax (617) 727-7749 www.mass.gov/dia g_ Commonwealth of Massachusetts Construction Supervisor i 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. Constl i 1{ludp frvisor et'' ...Ia.:. s CS-090170 expires: 05/09/2026 77FEEJDECKJ z 77 FEDERALBT �MONTAGUE SA ?r �Q I � t•4 1 11!4 OLLtld`13 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Commissioner t 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 Type. Supplement Card SUNRUN INSTALLATION SERVICES INC. Registration180120 21 WORLDS FAIR DR Expiration 10/13/2024 SOMERSET, NJ 08873 Update Address and Return Card THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs 8 Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE Suppiernent Card Office of Consumer Affairs and Business Regulation R gIstt tLon Exp utign 1000 Washington Street -Suite 710 180120 10/13/2024 Boston,MA 02118 SUNRUN INSTALLATION SERVICES INC. ROBERT J.DECKER IV 225 BUSH STREET ;lG�./ �,. 0- W-C4 _ SUITE 1400 "')`�// SAN FRANCISCO.CA 94104 Undersecretary Not afid without signature _____....—.41 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 I FAX 560 Mission St 6th Fl (A/C,No,Ext): (A/C,No): San Francisco,CA 94105 EADAAss:Walter.Tanner@alliant.com AD INSURER(S)AFFORDING COVERAGE NAIC II 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 UNITS -LTR _ INSD WVD IMM/DD/YYYYI AMM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR MKLV5ENV104332 10/1/2023 10/1/2024 DAMAGISEES I TO REa occvnence) $ENTED 1,000,000 PREM 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 1 POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X I OTHER Retention:$200,000 Per Project Agg $ 5,000,000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 2,000,000 (Ea accident) $ X ANY AUTO BAP614287702 10/1/2023 10/1/2024 BODILY INJURY(Per person) $ — AUTOS EONS ONLY SCHEDULED BODILY INJURY(Per accident) $ _ AUTOS ONLY _ AUTOS OtJLY (PerP accident)DAMAGE $ X gBBo°ed.: x Coil.:Nol Covered Liability Ded.: 1,000,000 — UMBRELLA LIAB _OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER WC614287602 10/1/2023 10/1/2024 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ g:ACd oiktV MI EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 It yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WC614287601 Deductible:$1,000,000. Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF, City of Northampton ACCORDANCE WITH THE POLICY PROVIS ONSCE WILL BE DELIVERED IN 212 Main St Northampton,MA 01060 - —— AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD /A'MIGHTY Ep E.ENGINEERING CO. May 23.2024 RE: CERTIFICATION LETTER Project Address JAMES LAFLAMME RESIDENCE 314 ACREBROOK DR 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 @ 24"OC,Roof DL=9 psf, Roof LL/SL=35 psf(Non-PV), Roof LL/SL=27.4 psf(PV) -ROOF AR-02:2 x 4 @ 24"OC,Roof DL=9 psf, Roof LL/SL=35 psf(Non-PV), Roof LL/SL=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. Sincerely, 3ST�`NOFwss40 Digitally signed by ""' "E"R yG Manouchehr HAf01AYANESNI � 0 CIVIL � No 55892 Hakhamaneshi tootai Date: 2024.05.23 12:26:02 -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 JAMES LAFLAMME RESIDENCE, 314 ACREBROOK DR,NORTHAMPTON, MA,01062 MOUNTING PLANE STRUCTURAL EVALUATION MOUNTING PLANE ROOF PITCH RESULT GOVERNING ANALYSIS (deg.) ROOF AR-01 23 IEBC IMPACT CHECK ROOF AR-02 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 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 ore 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 INE MIGHTY LOAD CALCULATION ENGINEERING CO. °~°~w° °� •�° ROOF AR-01 JAMES LAFLAMME RESIDENCE,314 ACREBROOK DR,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 2 Layer(s) = 5.00 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 4 @ 24 in.O.C. = 0.73 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 9.20 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load L„= 20.00 psf Member Tributary Area A, <200 ft2 ROOF AR-Ol Pitch 23°or 5/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor R7= 0.95 Reduced Roof Live Load,L,=Lc,(R1)(R2) L,= 19.00 psf SNOW LOAD Ground Snow Load pg= 40.00 psf Effective Roof Slope 23° 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.roof= 35.00 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor C,, = 0.78 Sloped Roof Snow Load on PV Panel ps.p„= 27.40 psf Mighty Engineering Co 11708 Roxborough Rd Charlotte,NC 28211 ) (980)689.9776 info@mightyengineeringco.com pg 3 of 8 /l'MIGHTY IEBC IMPACT CHECK i • ENGINEERING CO. ....ro•�.,°-« ROOF AR-01 JAMES LAFLAMME RESIDENCE,314 ACREBROOK DR,NORTHAMPTON,MA,01062 EXISTING WITH PV PANEL Roof Dead Load(DL)= 9.20 12.20 psf Roof Live Load(Lr)= 19.00 0.00 psf Roof Snow Load(SL)= 35.00 27.40 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 22.56 13.56 psf (DL+SL)/Cd= 38.43 34.43 psf Maximum Gravity Load= 38.43 34.43 psf Load Increase(%)= -10.41% 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 NE MIGHTY WIND UPLIFT CALCULATION ENGINEERING CO. ROOF AR-01 JAMES LAFLAMME RESIDENCE,314 ACREBROOK DR,NORTHAMPTON,MA,01062 SITE INFORMATION Ultimate Wind Speed(mph)= 117.00 mph Roof Pitch(deg.)= 23° 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*K„*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) 6.00 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e) 3.43 ft 20.58 ft2 Max.X-Spacing(Zone 2n-3e) 6.00 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e) 3.43 ft 20.58 ft2 Max.X-Spacing(Zone 3r) 6.00 ft Effective Wind Area Max.Y-Spacing(Zone 3r) 3.43 ft 20.58 ft2 ROOF ZONE GCp(-)UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -1.49 -12.14 psf 249.88 lbs 2n-3e -2.15 -18.25 psf 375.56 lbs 3r -2.43 -20.83 psf 428.73 lbs NOTE: •Wind calculation is based on ASCE 7-16,29.4-C&C,LC tt7:0.6D+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 n �^I MIGHTY LOAD CALCULATION I ` ► • ENGINEERING CO. ROOF AR-02 JAMES LAFLAMME RESIDENCE,314 ACREBROOK DR,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 2 Layer(s) = 5.00 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 4 @ 24 in.O.C. = 0.73 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 9.20 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load L0= 20.00 psf Member Tributary Area A, <200 ft" ROOF AR-02 Pitch 22.or 5/12 Tributary Area Reduction Factor R,= 1.00 Roof Slope Reduction Factor R,= 0.95 Reduced Roof Live Load,L,=L. (Rl)(R2) L,= 19.00 psf SNOW LOAD Ground Snow Load pg= 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 p. = 35.00 psf Flat Roof Snow Load p,= 35.00 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor C..,,,,,,= 1.00 Sloped Roof Snow Load on Roof p,,o„f= 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 p,_P„= 28.00 psf Mighty Engineering Co 11708 Roxborough Rd Charlotte,NC 28211 I (980)689.9776 I info@mightyengineeringco.com pg 6 of 8 INA'MIGHTY IEBC IMPACT CHECK • ENGINEERING CO. ROOF AR-02 JAMES LAFLAMME RESIDENCE,314 ACREBROOK DR,NORTHAMPTON,MA,01062 EXISTING WITH PV PANEL Roof Dead Load(DL)= 9.20 12.20 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= 22.56 13.56 psf (DL+SL)/Cd= 38.43 34.96 psf Maximum Gravity Load= 38.43 34.96 psf Load Increase(%)= -9.05% 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 7 of 8 /I'MIGHTY WIND UPLIFT CALCULATION i • ENGINEERING CO. ..�....,_..,........,-, ROOF AR-02 JAMES LAFLAMME RESIDENCE,314 ACREBROOK DR,NORTHAMPTON,MA,01062 SITE INFORMATION Ultimate Wind Speed(mph)= 117.00 mph Roof Pitch(deg.)= 22' 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'K,'K„•Kd*Ko*V`= 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) 6.00 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e) 3.43 ft 20.58 ft2 Max.X-Spacing(Zone 2n-3e) 6.00 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e) 3.43 ft 20.58 ft2 Max.X-Spacing(Zone 3r) 6.00 ft Effective Wind Area Max.Y-Spacing(Zone 3r) 3.43 ft 20.58 ft2 ROOF ZONE GCp(-)UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -1.49 -12.13 psf 249.63 lbs 2n-3e -2.15 -18.24 psf 375.31 lbs 3r -2.43 -20.82 psf 428.48 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 8 of 8 SHEET INDEX SCOPE OF WORK GENERAL NOTES PAGE* DESCRIPTION •SYSTEM SIZE 7200W DC.5760W AC •ALL W )RK SHALL COMPLY OATH MA 9TH ED CMR 780(2015IRCABCI1EBC),IFC 2021.7-10 PV-1 0 COVER SHEET •MODULES (18)HANWHA Q-CELLS.Q PEAK DUO BLK ASCE&2015 NOS,2023 NEC AND 2023 MA ELECTRICAL CODE 527 CMR 12 00(2023 NFPA PV-2.0 SITE PLAN ML-G10NT 400 70 WTH MA AMENDMENTS),MUNICIPAL CODE,AND ALL MANUFACTURERS LISTINGS AND PV-3.0 LAYOUT •INVERTERS(1)SOLAREDGE TECHNOLOGIES. INSTALLATION INSTRUCTIONS. PV-4.0 ELECTRICAL SE5700H•USMN •PHOTOVOLTAIC SYSTEM WILL COMPLY WTH NEC 2023 PV-5.0 SIGNAGE •RACKING.RL UNIVERSAL,SPEEDSEAL TRACK ON COMP TO •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2023 FRAMING,SEE DETAIL SNR-DC-00436 •PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY GROUNDED •MAIN PANEL REPLACEMENT:EXISTING 125 AMP MAIN IN THE INVERTER.SYSTEM COMPLIES WITH 890 35 PANEL WTH 200 AMP MAIN BREAKER TO BE REPLACED •MODULES CONFORM TO AND ARE LISTED UNDER UL 61730. WTH NEW 225 AMP MAIN PANEL WTH 200 AMP MAIN •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 BREAKER OATH 225 AMP BUSBAR •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. •SERVICE ENTRANCE CONDUCTORS TO BE REPLACED •SNAPNRACK RACKING SYSTEMS.IN COMBINATION WTH TYPE I.OR TYPE II MODULES, ARE CLASS A FIRE RATED •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 890 12(1) •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690 31(D) •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT •12.18 AMPS MODULE SHORT CIRCUIT CURRENT. •15.23 AMPS DERATED SHORT CIRCUIT CURRENT(690 8(A)&690.8(B)). •PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 89012(B)(2)(2) CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION sunrun u180120 ABBREVIATIONS VICINITY MAP ♦ 4M•-E4E AC µTEaNaTiNG CVRRENT �• CUSTOMER RESIDENCE- KC /P_FMTCIRCUITTER ', -A N q' JAMES LAFLAMME Apra AZIMUTH 314 ACREBROOK DR, COW, coMPoUn<N 1 NORTHAMPTON.MA,01062 S D. CFECT(U E,' A/ ~' r•. " • TEL.M731209.5321 (E! E+TSTVK- APN.NHAM-000029-000326-00000I 110 ES^.C, ENERGY STORAGESYSTEM P.' ' •'� PROJECT NUMBER MOP MMNSERMCEPANEL . 224R-314LAFL (Ni NEW ` " 9- i DESIGNER (415)580.6920 ex3 PRE CAB PRE FaEMUIED -+ ( i ROXANNE ABRENICA ` P'.S P.?UND'PEN WORE FjGT --•... _ SH (N PHVTOMJLTMC o / /A COVER SHEET RSO RAPID SHLAnown DEACE ![ t n TRANSFORAAERLESS I q �• REV A 5/23/2024 • xtTS t ""`• PAGE W WATT_: ' f 1 .na.-�i • .. ARRAY TRUE MAC PV AREA SITE PLAN-SCALE=3132'=1'-0" PITCH AZIM AZIM (SOFT) AR-01 23" 157` 171 1691 its AR-02 22' 337' 351. 211.4 NOTES: • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS (N)ARRAY AR-02 � comp. ARRAY DETAILS: LM� • TOTAL ROOFR SURFACEAAREA.1084 SOFT • TOTAL PV ARRAY AREA:380.5 SO FT. PERCENTAGE• PV COVERAGE ROOF PATHWAYS #00011101 , (TOTAL E ARRAY AREA/TOTAL ROOF (3'TYP) , SURFACE AREA)•103=35.1% 1000 SITE PLAN DETAL-SCALE=1132"=1'-0" , OR It , ,�O�apK Ill (E)DRIVEWAY FIRE SETBA p.CR0. (N)ARRAY AR-01 p �/ (E)RESIDENCE ROOF PATHWAYS ("----........."--..........--- (3'TYP) - `N sunrun %,,,-,,,,,,4v4 \ .,,'.:_,,-:,,,,,,i‘o.. v. , ._ CUSTOMLR RESIDENCE ...---...\ JAMES LAFLAMME N14O AT AMP ON, NORTHAMPTON,MA,01062 \.......00.0.0, Pl TEL.(113)209-5321 APN NHAM-000029-000326-00000'. PROJECT NUMBER 224R-314LAFL LEGEND AC ELECTRIC VEHICLE MICROGRID GROUNDING SOLAR DESIGNER 14151580-692r.- SM SUNRUN METER AC DISCONNECT(S) EV MO ^ SUPPLY EOUPMENi INTERCONNECT DEVICE ELECTRODE • = SOLAR ES a ROXANNE ABRENK A PM DEDICATED PV METER I I DC DISCONNECTS) �n�SYSTEM ENERGY STORAGE n METER ADAPTER L J INTERIOR N AS DASHED SHEET SITE PLAN of SERVICE ENTRANCE SP SUB-PANEL ®INVERTER(S) 1 AA1 N ACREL METER I Bi I BACKUP INTERFACE O C MMUNICATION ••R MOUNT REV A 5/23r20?- MP MAIN PANEL LC PV LOAD CENTER 1; ;SOLAREDGE METER I 0A10 COMBINER BOX BP BACKUP LOADS PANEL -SNR MOUNT&SKIRT PAGE PV-2 0 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD:3 PSF Name Type Height Type Span Spacing Detail OC Spacing Overhang OC Spacing Overhang Gonhguratgn SNOW LOAD:40 PSF 2X4 PRE-FABRICATEDRL UNIVERSAL,SPEEDSEAL TRACK ON COMP TO WIND SPEED: AR-01 COMP SHINGLE•RLU 1•Story TRUSS 6•Y 24" FRAMING.SEE DETAIL SNR-DC-00436 6'-0" 2'•4" 4'-0" 1'-6" STAGGERED 117 MPH 3-SEC GUST { S.S.LAG SCREW AR-02 COMP SHINGLE-RLU 1-Story 2X4 PRE-FABRICATED 6 3" 24" RL UNIVERSAL.SPEEDSEAL TRACK ON COMP TO 6'•0" Y•4" 4'•0" 1'-6' STAGGERED 5/16'k4 5"2 5"MIN EMBEDMENT TRUSSES FRAMING,SEE DETAIL SNR•DC•00436 `�NOF1ys D1-AR-01-SCALE:3/16"•1'-0" AZIM:157 yy 31-1" e— 1' �� �c' = WOO 4G PITCH:23• MESNI A /::/// 17E/ 17/ 7/1 1/1 1 3 No.55892 A A O e a— o o 6-11" —6 TYP Digitally signed b Manouchehr D C] 3•-r y Hakhamaneshi Date: 2024.05.23 .� zv-s" 16•-s• .— r 11:01:36 -04'00' D2-AR-02-SCALE:3/16"=1'-0" STRUCTURAL NOTES AZIM:337 sunrun 'ITCH 22 INSTALLERS SHALL NOTIFY ENGINEER OF ANY POTENTIAL STRUCTURAL ISSUES OBSERVED PRIOR TO PROCEEDING VH INSTALLATION 1• 31%1" a-r { *IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" #18012C /// /�---- (EXCEPT BOUNDARY REGION OF ANY ROOF ATTACHMENTSALLEYS),THEN NE EDGES a .Y .•••,.,„-.. TO ,s.. 3'-T' //� BEARDED AND OVERHANG REDUCED WITH NDTHE 12"BOUNDARY REGION ONLY AS FOLLOWS: CUSTOMER RESIDENCE ♦ p **ALLOWABLE ATTACHMENT SPACING INDICATED JAMES LAFLAMME ON PLANS TO BE REDUCED BY 50% 314 ACREBROOK DR. **ALLOWABLE OVERHANG INDICATED ON PLANS NORTHAMPTON,MA,01062 TO BE 1/5TH OF ALLOWABLE ATTACHMENT 6-11" 0 p 0 O O SPACING INDICATED ON PLANS TEL(4131 209-5321 APN'NHAM 000029.000326.000001 6 TYP PROJECT NUMBER • n {a () I An 0 224R-314LAFL DESIGNER (415)590.6920ex3 4%1" / ROXANNE ABRENICA SHEET LAYOUT REV.A 5/23/2024 PAGE PV-3.0 1201240 VAC SINGLE PHASE SERVICE OM METER : NATIONAL GRID 15620333 UTILITY GRID /I f+ NEW 200A SERVICE 1 DISCONNECT Ed i.... ..;n NOTE.TOTAL PV BACKFEED=30A USED FOR INTERCONNECTION CALCULATIONS (N)LOCKABLE �1 BLADE TYPE NEW 200A MAIN FUSED AC SOLAREDGE TECHNOLOGIES. BREAKER DISCONNECT SE5700H-USMN j 5760 WATT INVERTER PV MODULES i� NEW 225A CO CO CO - 0 HANWHA Q-CELLS:Q.PEAK DUO BLK E - — NEW 2254EL ; I, Mir ; 1 '�// (16)MODULES FACILITY 111 - MAIN BUS OPTIMIZERS WIRED IN' LOADS 30A FUSES .NM (1)SERIES OF(8)OPTIMIZERS r•..c SQUARE 0 LOAD RATED DC DISCONNECT (I)SERIES OF(10)OPTIMIZERS D222NRB WITH AFCI.RAPID SHUTDOWN SOLAREDGE POWER OPTIMIZERS 3R.60A COMPLIANT S440 1201240VAC CONDUIT SCHEDULE TAP DEVICE MUST BE MARKED"SUITABLE N CONDUIT CONDUCTOR NEUTRAL GROUND ' FOR USE ON THE LINE SIDE OF THE SERVICE • EQUIPMENT'OR EQUIVALENT 1 NONE (4)10 AWG PV WIRE NONE (1)10AWG BARE COPPER S u n r u n 2 3/4'EMT OR EQUIV. (4)10AWG THHNRHWN•2 NONE (1)10 AWG THHN/THW4-2 3 314•EMT OR EOUIV (2)10AWG THHNfTHNM-2 (I)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN•2 #180120 +SOP 1CY.11E ST t,SPT P.CwNGff.w.010724131 n¢a CUSTOMER RESIDENCE JAMES LAFLAMME 314 ACREBROOK DR, NORTHAMPTON,MA,01062 MODULE CHARACTERISTICS S440 OPTIMIZER CHARACTERISTICS: TEL.1413)209-5321 HANNMA Q•CELLS.Q.PEAK DUO BLK MIN INPUT VOLTAGE. 8 VDC APN:NHAM•000029-000326-000001 ML-G10+/T 400: 400 W MAX INPUT VOLTAGE: 60 VDC PROJECT NUMBER' OPEN CIRCUIT VOLTAGE: 45,55 V MAX INPUT ISO: 14.5 ADC 224R-314LAFL MAX POWER VOLTAGE: 38 09 V MAX OUTPUT CURRENT: 15 ADC SHORT CIRCUIT CURRENT: 1218 A DESIGNER' (415)580-6920 ex3 SYSTEM CHARACTERISTICS-INVERTER 1 ROXANNE ABRENICA SYSTEM SIZE: 7200 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE 10 V ELECTRICAL MAX ALLOWABLE DC VOLTAGE: 480 V SYSTEM SHORT CIRCUIT CURRENT: 30 A f REV.A 5/23/2024 PAGE PV-4.0 � r 4 1 NOTES AND SPECIFICATIONS. 1' NGINVERTER tY l7 • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2023 ARTICLE 110.21(13).UNLESS ELECTRICAL 'u; ;.0 HAZARD DC DISCONNECT SPECIFIC NSTRUCTIONS ARE REQUIRED BY SECTION 690.OR IF REQUESTED BY THE LOCAL AHJ. MAXIMUM SYSTEM VOLTAGE • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS.COLORS TERMINALS ON LNE AND LOAD AND SYMBOLS. SIDES MAY BE ENERGIZED N LABEL LOCATION • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT THE OPEN POSITION INVERTER(S).DC OISCONNECT(S). BE HAND WRITTEN. PER COOE(S):NEC 2023.690.HD) LABEL LOCATION- • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. INVERTER(S).AC/DC DISCONNECT(S), • SIGNS AND LABELS SHALL COMPLY NTH ANSI 25354-2011.PRODUCT SAFETY SIGNS AND LABELS. AC COMBINER PANEL OF APPLICABLE). UNLESS OTHERWISE SPECIFIED. PER CODE(S):NEC 2023.690.13(B). 705.29(7).706.15(C) 1.833.607.6937 ext. 0 • DO NOT COVER EXIST NG MANUFACTURER LABELS. 1.855.478.6786 DUAL POWER SUPPLY 911 SOURCES:UTILITY GRID s u n ru n AND PV SOLAR ELECTRIC SYSTEM LABEL LOCATION MAIN SERVICE DISCONNECT LABEL LOCATION CAUTION : UTKITY SERVICE METER AND MAWSERVICE PANEL PER CODEISI:NEC 2023:705.30(C) � nR MULTIPLE SOURCES OF POWER POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS LABELL`LOCATION. DEVICE � ADJACENT TO PV BREAKER AND ESS IIs u n r u n OCPD(IF APPLICABLE)- PER CODE(S)NEC 2023 70512(Bxz) „ SOLAR PANELS II ON ROOF 720 WARNING: PHOTOVOLTAIC SOLAR PV SYSTEM EQUIPPED POWER SOURCE WITH RAPID SHUTDOWN LOCATION AND EXTERIOR DC CONDUIT EVERY 10 FT, ,,, MAIN PANEL INT =.0 OMER RESIDENCE INTERIO AT EACH TURN.ABOVE AND BELOW PENETRATIONS. . ( ) JAMES LAFLAMME ON EVERY JBIPULL BOX CONTAINING DC CIRCUITS. 314 ACREBROOK DR,NORTHAMPTON,MA,01062 PER CODeSI NEC 2023.690.3110x2) 3.. TURN RAPID SHUTDOWN INVERTER (EXT) TEL.(413)209.5321 SWITCH TO THE"OFF" APN NHAM•000029.000326-000001 RAPID SHUTDOWN SWITCH POSITION TO SHUT DOWN AL AC DISCONNECT SERVICE ENTRANCE PROJECT NUMBER: FOR SOLAR PV SYSTEM ' SHOCK HAZARD REDUCE 224R-314LAFL ARRAY. irim DESIGNER (415)580-6920 ex3 LABEL LOCATION ROXANNE ABRENICA NSTALLED WITHIN 3'OF RAPID SHUT DOWN 314 ACREBROOK DR, NORTHAMPTON, MA, 01062 SWITCH PER CODEIS).NEC 2023 690121Dx21.iFC SHEET SIGNAGE 2021'1204 5 3 LABELOR NO MORE THAT 1 IA(3 FT)FROM THE SERVICE LOCATION PER CODES)NEC 2023 705.10(2) ON OR DISCONNECTNG MEANS TO WHICH THE PV SYSTEMS REV A 5/23/2024 ARE CONNECTED PER CODE(S)NEC 2023.690,I2(D) PAGE PV-5.0 DocuSign Envelope ID:C18BDA12-6849-45ED-9F5D-947131BC0166 sun run Welcome to a planet run by the sun JAMES LAFLAMME 314 Acrebrook Dr, Northampton, . MA,01062 • . . . . JAMESLAFLAMME@GMAIL.COM 1111 toile Your Sales Representative Andrei Grama andrei.grama@sunrun.com Proposal Id:a086000000oyllz Agreement:a4m6Q000003Kb9gQAC Template order:25 Template Key:OT_065UAE547925 DocuSign Envelope ID:C18BDA12-6649-45ED-9F5D-947131BC0166 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: C 3u �d_" Agreed and accepted by A7045f34A37184A9.. (Second Signer, optional): Print Name: James Laflamme Print Name (Second signer, optional): Date: 5/16/2024 DocuSigned by: DoauSi ned by: Sales Co> to tt y: Corporai �rna$u Signature; Signature; 1A4C7D8A4F6648A 8AC90425E08347A_. Print Name: And rei Grama Print Name: Alexa Marsh Sunrun ID Number: 1873978073 Date: 5/16/2024 Title: project operations Contract Version 1.0 Proposal:PKVVCKA4Z1A9-H Version 2021Q4V1 Proposal Id:a086Q00000oYllz Agreement:a4m6Q000003Kb9gQAC Template Order:320 Template Key: OT_213EA1437705 ap •x��Yl