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29-166 (11) BP-2024-0985 114 BRIERWOOD DR COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 29-166-001 CITY OF NORTHAMPTON Permit: Solar Build 1'1?ItSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-0985 PERMISSION IS HEREBY GRANTED TO: Project# 2024 SOLAR Contractor: License: SUNRUN INSTALLATION SERVICES Est. Cost: 13874 INC CS-090170 Const.Class: Exp.Date:05/09/2026 Use Group: Owner: L QUINN RICHARD F& DIANE 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: 08/05/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 18 PANEL 7.38 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 I;ndcrground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: (;as: Fire Department I)riveway 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: ":72_ Fees Paid: $125.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner f �0 RECEIVED The Commonwealth of Massacl usett AUG - 5 2_024 t± : Board of Building Regulations and tand rds \OR ; . NI IPALITY Massachusetts State Building Code,780 DFP F t3UILDIN-INSPFG I SE H MPTON.MA o1 n r uilding P�Application To Construct,Repair, evised tlar 2lll l ` lO One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number:/� 1r/�0"•3�jf 7 5- {Late Applied: )� t)i,�7' ? ��� e-5-2ozy Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1i4' 1'erzDOcka u ddress• 1.2 Assessors Map& Parcel Numbers 1.1a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq It) Frontage(Ii) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 7_.one•: i_ Outside Flood Check if yes❑Zone" Municipal 0 On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 'K10 nerd U : i^n Oorionpbo, .r,,,, l Name Pr' t) City,State,Z_IP ,(f // rierno6d 6 r No.an street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other V Specify: Solar Installation rief Description of Prpposed Work':Ins Hat* tem tofinodules !fr 4 Q/( t en'0t'1 nu . • SECTION 4: ESTIMATED CONSTRUCTION COSTS Estimated stimated Costs: Official Use Only (Labor and Materials) 1. Building O A ;14. 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical SII 6g 0 Standard City/Town Application Fee 0 Total Project Costa(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees:$ Check No.3�13Check Amount: /� Cash Amount: 6.Total Project Cost: S 0 87 2/O 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-090170 115109/2026 Robert J Decker IV, IV License Number Expiration Date Name of CSL.I folder List CSL Type(sec below) U 240a Cherry St,Shrewsbury, MA 01545 T • De uon No.and Street ype t scrip . Chicopee, MA 01022 lJ Unrestricted(Buildings up to 35.000 cu.11.) City/Town.State./I I' R Restricted I&2 Family l)welling — M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-259-8044 pioneervalleypermits©sunrun.com I Insulation Telephone Entail address _ D Demolition 5.2 Registered Home Improvement Contractor(HIC) • 1 �^ 1801101 ' 10/1j/2024'• Sunrun Installation Services Inc I-tIC Registration Number Expiration Date HIC Company Name or F-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 Sunrun Installation Services Inc -*. • to act on my behalf, in all hntttters.r Iative tbk•kirk authorized by this building permit applictteon.� �� { •• • ` .•' .. • • t I •, '' •4. a A :�. • 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 Au torized Agent's Name(Electronic Signature) .( 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. I42A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License caa•be_ found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq. ft.) (including garage,finistred basentent/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 Cosi The Commonwealth of Massachusetts Department of Industrial Accidents __ ►- Office of Investigations _Mel= Lafayette City Center =H«� 2 Avenue de Lafayette, Boston, MA 02111-1750 w r 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. ❑ I am a general contractor and 1 employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction ,.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in anycapacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. El 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' 13.©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: I/y I rierOcod hr City/State/Zip:00141aMODOtiVA 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 certh'un r the pains and penalties of perjury that the information provided above is true and correct. Si nature: Date: 9/28/2023 Phone#: _ Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(check one): 10Board of Health 20 Building Department 3DCity/Town Clerk 4.0 Electrical Inspector 5l'Iunthing 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 common ealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or ToN%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 policy inforniaiibn (if necessary) and under"Job Site Address"the applicanf should write"all loca(ions ir1` (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Lafayette City Center, 2 Avenue de Lafayette Boston, MA 02111-1750 Tel. (617) 727-4900 or 1-877-MASSAFE Fax (617) 727-7749 Revised 7-2019 www.mass.govi dia ® 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. Const( tlionr3fip�ervisor ram` a CS-090170 r� expires: 05/09/2026 ROBERT J DfCKER IV,IV ;. 77 FEDERALIST C MONTAGUE IgA 01 yegilli ?b-nl'LVdIt'S`O Failure to possess a current edition of the Massachusetts State - Building Code is cause for revocation of this license. Commissioner S., PW a.,.-- 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. Registration: 180120 21 WORLDS FAIR DR Expiration: 10/13l2024 SOMERSET,NJ 08873 Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Supplement Card Office of Consumer Affairs and Business Regulation Rosiottil!,tine Exaltation 1000 Washington Street -Suite 710 180120 10/1312024 Boston,MA 02118 SUNRUN INSTALLATION SERVICES INC. ROBERT J.DECKER IV 225 BUSH STREET : 12'�C1 SUITE 1400 SAN FRANCISCO,CA 94104 Undersecretary Not vralid without signature �.....N SUNRINC-02 TWANG ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDOIYYYY) `...--- 8/1/2023 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(les)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 Farr Walter Tanner Alliant Insurance Services,Inc. PHONE -FAX 560 Mission St 6th Fl (A/C,No.Eat): l(AIC,No): San Francisco,CA 94105 itoARLEss:Walter.Tanner@alliant.com AD INSURER(S)AFFORDING COVERAGE NAIC N 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. INS TYPE OF INSURANCE ADOL SUBR POLICY NUMBER POUCY EFF POLICY EXP LIMITS INS/ WVD (MMIDD!YYYYJ (UMIDDIYYYYI A X COMMERCIAL GENERAL UABILITY EACH OCCURRENCE S 2,000,000 CLAIMSMADE X OCCUR MKLV5ENV104332 10J1/2023 10/1/2024 DAPREMIS MA ES(TO Ea RENTED ) S 1,000,000 tKalfrarl0e MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY ,S 2,000,000 GEN1-AGGREGATE LIMIT APPUES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 1-7JECT n LOC PRODUCTS-COMP/OP AGG S 2,000,000 X OTHER:Retention:9200,000 Per Project Agg $ 5,000,000 COBINEB AUTOMOBILE UABIUTY (EaaMaccideent) LE LIMIT $ 2,000,000 X ANY AUTO _ �pU BAP614287702 10/1/2023 10/1/2024 BODILY INJURY(Per person) $ AAURRTEEO��OWNS ONLY AUT�OSSyyN�EDp BODILY INJURY(Per modern) S Raped.' ONLY _ A(7T05 ONLY P OPEa�RdDAMAGE S x SSr�oDed' X Cal Not Covered Liability Ded.: $ 1,000,000 ^^ UMBRELLA UAB _, OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DED RETENTION S $ C WORKERS COMPENSATION f AND EMPLOYERS'LIABILITY X I MUTE I I EH R ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC614287602 10/1/2023 10/1/2024 E.L.EACH ACCIDENT $ 1,000,000 Q FILER�En BER EXCLUDED? N N/A 1,000,000 (IM ddaatt NNHH�) E.L.DISEASE-EA EMPLOYEE,S If yes.desatbe ewer 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POUCY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedcle.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 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 8/2/2024 10:59 AM S ■ .n r u n Astra v.2.0P00 Subject Structural Certification for Proposed Residential Solar Installation. /� 1HOF CAT 1 Job Number:224R-114QUIN;Rev A As'oy Client Richard Quinn /: �b1 J.MATT �' U m Address: 114 Brierwood Dr. Northampton. MA 01062 ° . �� n ►+o s.os� Q. \O„,%isTERE.9.4(v SS/oN�l ENG` Attu*To Whom It May Concern n Exp.6/30/2026 Signed 24 A field observation was performed by a qualified Sunrun Technician to document the existing structure of the above mentioned address. From the field observation.the existing roof structure was observed as the following: •AR-01:Comp Shingle roofing over plywood supported by 2x8,SPF#2 Rafters @ 16"OC Max span of 9ft 8in with 1 span break(s). •AR-02 Comp Shingle roofing over plywood supported by 2x4,SPF#2 Trusses @ 24"OC Truss web members break up the top chord span. •AR-03:Comp Shingle roofing over plywood supported by 2x4,SPF#2 Trusses @ 24"OC Truss web members break up the top chord span. Design Criteria: •MA 9th Ed.CMR 780(2015 IRCrIBCilEBC),7-10ASCE&2015 NDS •Basic(Category II)Wind Speed V=117 mph,Exposure B •Ground Snow Load=40 psf,Min Flat Roof Snow Load=35 psf Based on this evaluation. I certify that the alteration to the existing structure by the installation of the PV system meets the requirements of the applicable existing and,-or new building code provisions referenced above. Additionally,I certify that the PV module assembly including all attachments supporting it have been reviewed to be in accordance with the manufacturer's specifications. Results Summary(Hardware Check Includes Uplift Check on Attachments/Fastener,Structure Check Considers Main Structure) Orientation Min.it Mounts per up-slope edge Conhgurahoi' Max DCR Result Landscap, _ NA 31°; Piss AR-01 Poilrm _ NA 95 '. P.r;s r Roofing Material Pitch Structure Check Comp Shingle — Pass Orientation Min.#Mounts per up-slope edge Configuration Max DCR Result Landscape 2 NA 81% Pass AR-02 Portrait _ NA 959' Pass Roofing Material Pitch Structure Check Comp Shingle 22° Pass Orientation Min.#Mounts per up-slope edge Configuration Max OCR Result Landscape NA 81 Pass AR-03 Portrait 2 NA 95 Pass Roofing Material Pitch Structure Check Comp Shingle 22° Pass 225 Bush St. Suite 1400 San Francisco.CA 94104 1' l 1 AR-01 Spacing Hardware Results ,Structural Results Roofing Material1. Roof Pitch Sp. Pass Comp Se- Hardware Calculations Attachment Information Attachment TopSpeed-RL Uplift Force 0 6(p-: .`x cos(ptch)))x tnb area=198 lb Uplift Capacity 210 Ib a=4 5 e Wind Design Criteria(Partially/Fully Enclosed Method,ASCE 7-10) Basic Wind Speed V 117 mph Wnd Speed-Category; VVnd Pressure Exposure Kz 0 70 Section 30.3 1 Topographic Factor Kzt 1.0 Equation 26.8-1 Wind Directionality Factor Kd 0.85 Section 26.6 Velocity Pressure qh=0 00256 x Kz x Kzt x Kd x VV 17.84 psf Equation 27 3-1 Solar Adjustment Factors ye(Port/Land). (1.1.01) ya= 0 535 Figure 29.4-8 Zone 1(up) Zane 2(up) Zone 3(up) Zone 1(down) Ext Pressure Coefficient GCp -0 87 -1 54 -2.40 0.43 Figures 30.3-2(A-H) uttmate Design Wind Pressure p=qh x GCp -16 psf -16 psf -16 psf 16 psf Equation 30 4-1 Mod Orientation Mn.#Mounts per up•slope edge Cantilever Demand OCR Final Result Landscape 2 18" 23 7 psf 81% Pass Portrait 2 10" 23 7 psf 95% Pass Structural Calculations Gravity Loading Summary Load Definitions Code Factors Pg=40 psf I Pf=0.7 x Ce x Ct x Pg Initial Pre PV Load Post-PV Load Ps =CsxPf Roof Dead Load(0) DL 10 0 psf 10 0 psf 10.0 psf PV Dead Load(D) PV DL 3.0 pet 0 0 psf 3.0 psi Roof Lae Load(Lr) RLL 20 0 psf 19 2 psf 0.96 - 0.0 psf Sloped Snow Load(Pf->Ps) LUSL 35 0 psf 35 0 psf 1 00 I 0 80 28.0 psi Total Design Load 45 0 psf 41.0 psf _ Cd Factor of Governing LC 1 15(DeS) - 1.15(D•S) Total Design Load(Normalized) 39 1 psf 35 7 psf IEBC 5%Check Net Design Gravity Loading Change(Normalized wi Cd Factor) I 3 5 psi ) DCR 91% I Pass Detailed Loading Summary Total Span(Honz) 11.-9" Support Type Rafter Top Lat Bracing Full Overhang 0'-11" Wood Species SPF Bot Lat Bracing At Supports Span 1 9'-8" Wood Grade #2 A(in^2) 10.88 Span 2 0'-11 Member Size 2x8 Sx(in"3) 13.14 Actual Breadth 1 50 Ix(m"4) 47.63 PV Locations Start End Actual Depth 7.25' No Upgrades Required Array 1 Location I'-U" 7'5.. OC Spacing 16" Sheathing 318"OSB Framing Analysis Results Governing LC Cc CL(.) CL(-) I D.S 1 15 1 1 00 Demand Capacity DCR Final Result fb(+) 353 psi Fb'(.) 1389 psi 25 r Pass fb(-) 559 cc FP(-) 1389 psi Pass fv 88 psi fv' 155 psi Pass AR-02 Roofing Material Roof Pitch Spacing _ Hardware Results Structural Rastas Comp Shingle 22 24" Pass Pass MsadwaarCalculatlons Attachment information Attachment TopSpeed-RL Up'tt Force 0 6(p-(3pst a Pos(pitch))1 x trib area=1.6 lb Uplift Capacity 210 o a=:5 ft Wind Design Criteria(Partially/Fully Enclosed Method,ASCE 7-10) Basic Wind Speed V 117 mph Wind Speed-Category II Wind Pressure Exposure Kz 0 70 Section 30 3 1 Topographic Factor Kzt 1 0 Equation 26 8-1 Wind Directionality Factor Kd 0 85 Section 26 6 Velocity Pressure qh=000256 x Kz x Kzt x Kd x V' 17 84 psf Equation 27 3-1 Sotar Adjustment Factors ye(Port/Land)= (1.1 01) ya= 0 535 Figure 29.4-8 Zone 1(up) Zone 2(up) Zone 3(up) Zone 1(down) Ext Pressure Coefficient GCp -0 87 -1 54 -2.40 0 43 Figures 30.3-2(A-H) Utirnate Design Wind Pressure p=qh x GCp -16 psf -'6 psf -16 psf 16 psf Equation 30 4-1 Mod Onentahon Min.s Mounts per up-slope edge Cantilever Demand DCR Final Result Landscape 2 18" 23 7 psf 81% Pass Portrait 2 10" 23 7 psf 95% Pass Structural Calculations Gravity Loading Summary Load Definitions Code Factors Initial Pre-PV Load Post-PV Load Pg=40psf I Pf=07xCexCtxPg Ps =CsxPf Roof Dead Load(D) DL 10 psf s 10 0 psf _ 10 0 psf PV Dead Load(D) PV Ct_ 3 psf 0 0 psf 3 0 psf Roof Lrve Load(Lr) RLL 20 psf 19 2 psf 0 96 0 0 psf Sloped Snow Load(Pf-->Ps) LUSL 35 psf 35 0 psf 1 00 [ 0 80 28 0 psf Total Design Load 45.0 psf 41 0 psf Cd Factor of Governing LC I 1 15(D+S) __ 1 15(D+S) Total Design Load(Normalized) 39 1 psf __ 35 7 psf IEBC 5%Check Net Design Gravity Loading Change(Normalized wl Cd Factor) I -3 5 psf I DCR 91% I Pass Detailed Loading Summary Total Span(I-ionz.) 13'-5" Support Type Truss Top Lat Bracing Full Overhang 0'-0" Wbod Species SPF Bot Lat Bracing At Supports Span 1 7-5" Wood Grade #2 Alin"2) 5 25 Member Size 2x4 Sx(in"3) 3 06 Actual Breadth 1.50" Ix(rn^4) 5 36 PV Locations Start End Actual Depth 3.50" No Upgrades Required Array 1 Location 0'-0" 7'-5" OC Spacing 24" Sheathing 3/8'OSB 1 Framing Analysis Results Goveming LC Cd CL(+) CL(-) CF Cr D+S 115 1 1 15 115 Demand Capacity DCR Final Result fc*) 752 psi Fb'(+) 2083 ps 36% Pass fb(-) 1512 psi FM-) 2083 psi 73% Pass fv 83 psi FV 186 psi 44% PUS AR-03 Roofing Material Roof Pitch r Spacing Hardware Results Structural Results Comp Shingle Hardware Cakutatioos Attachment Information Attachment TopS_peed-RL Jplift Force 0 6(o 3rsf x cos(ptch)))x tub area=198!L Uplift Capacdy 210 lb a=4 5 ft Wind Design Criteria(Partially/Fully Enclosed Method,ASCE 7-10) Basic Wind Speed V 117 mph Wind Speed-Category II Wind Pressure Exposure Kz 0.70 Section 30.3 1 Topographic Factor Kzt 1.0 Equation 26.8.1 Wnd Directionality Factor Kd 0.85 Section 26.6 Velocity Pressure qh=0 00256 x Kz x Kzt x Kd x V' 17.84 psf Equation 27 3-1 Solar Adjustment Factors ye(Port/Land)_ (1.1.01) ya= 0 535 Figure 29.4-8 Zone 1(up) Zone 2(up) Zone 3(up) Zone 1(down) Ext Pressure Coefficient GCp -0 87 -1.54 -2.40 0 43 Figures 30.3-2(A-H) Ultimate Design Wind Pressure p=qh x GCp -16 psf -16 psf -16 psf 16 psf E cation 30 4-1 Mod Onentation Min.#Mounts per up-slope edge. Cantilever Demand OCR Final Result Landscape 2 8" 23 7 put 81% Pass Portrait 2 -i. 23 7 pst 95% Pass Structural Calculations Gravity Loading Summary Load Definitions Code Factors Inrt:al Pre-PV load — Post-PV load Pg=40 psf I Pf=0 7 x Ce x Ct x Pg Ps =Cs x Pf Roof Dead Load(D) DL 10 psf 10 0 psf 10.0 psf PV Dead Load(0) PV DL 3 psf 0 0 psf 3.0 psf Roof Live Load(Lr) RLL 20 psf 19 2 psf 0 96 0 0 psf - Sloped Snow Load(Pf->Ps) LUSL 35 psf 35 0 psf '00 I 0 80 28 0 psf Total Design Load 45 0 psf _ _ 41 0 psf Cd Factor of Governing LC 1 15(D•S) 1 15(D.S) Total Design Load(Normaitzec 39 1 psf _ 35 7 psf IEBC 5%Check Net Design Gravity Loading Change(Normalized wf Cd Factor) 1 -3 5 psf I DCR 91% I Pass Detailed Loading Summary Total Span(Honz) 10'-0" Support Type Truss Top Lat Bracing Full Overhang 0'-0" Wood Species SPF Bot Lat Bracing At Support, Span 1 7'-5" Wood Grade #2 Apn^2) 5 25 Member Size 2x4 Sx(in^3) 306 Actual Breadth 1 50" Ix(in'4) 5.36 PV Locations Start End Actual Depth 3 50" No Upgrades Required A ray 1 Location 0'-0" 7-5" OC Spacing 24" Sheathing 3/8"OSB Framing Analysis Results Governing LC _ Cd CL(*) CL(-)_ OF D.S 1 15 1 1 '5 Demand Capacity DCR Metal Result fb(*) 752 psi Fb'(*) 2083:ni Pass tb(-) 1512 psi Fb'(-) 2083 psi 73% Pass fv 83 psi I-V 186 psi 44% Pass DocuS•n Envelope ID:970E9E5B-FB48-4CB3-A78B-7D4D808B5113 sun run Welcome to a planet run by the sun RICHARD QUINN ' • 114 Brierwood Dr, Northampton, . MA,01062 • . . . . . . . . . . . . . . . . . . Pig - ��� • Your Sales Representative Andrei Grama andrei.grama@sunrun.com Proposal Id:a086000000ocebd Agreement:a4m60000000pDtLQAU Template order.25 Template Key.OT 065UAE547925 DocuSign Envelope ID:970E9E5B-FB46-4CB3-A78B-7D4D808B5113 i • 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. DocuSignoi by: Agreed and accepted by: � Agreed and accepted by 280480827C3A410... (Second Signer, optional): Print Name: Richard Quinn Print Name (Second signer, optional): Date: 6/19/2024 Sales Co t�°$t°n°dby Corpora 'Signature: "a"`u' . p�i ii1 by: L-1A4C7D8A4F6648A... Signature Print Name: Andrei Grama 8AC90425ED8347A. Print Name; ATexa Marsh Sunrun ID Number: 1873978073 Date: 6/19/2024 Title: Project operations ct Proposal 1d:a086Q0000ocCebdtAgreement:a4 Proposal: 0000pD QAU TemplateOrder:320 Template Key:OT.213EA1437705 27 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: 114 Brierwood Dr Northampton 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 EAD-e—L-1___!-_ _ (49 Date Signature of Permit Applicant 4WARN ININgill INVERTER I NOTES AND SPECIFICATIONS •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2023 ARTICLE PHOTOVOLTAIC DC DISCONNECT I10.21(B).UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 890.OR ELECTRICAL SHOCK HAZARD IF REQUESTED BY THE LOCAL AHJ. MAXIMUM SYSTEM VOLTAGE 491 VDC •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USNG EFFECTIVE TERMINALS ON LINE AND LOAD WORDS.COLORS AND SYMBOLS SIDES MAY BE ENERC3I7FD IN LABEL 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 CODES)NEC 2023 690 7(D) INVOLVED. LABEL LOCATION. •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535 4-2011.PRODUCT SAFETY INVERTER(S).AC/DC DISCONNECT/SI. SIGNS AND LABELS.UNLESS OTHERWISE SPECIFIED. AC COMBINER PANEL(IF APPLICABLE) WARNING: PHOTOVOLTAIC •DO NOT COVER EXISTING MANUFACTURER LABELS. PER CODEfSY NEC 2021.690.13(B), 705.20(7).706.15(C) POWER SOURCE LABEL LOCATION I WARNIN _ INTERIOR AND EXTERIOR DC CONDUIT EVERY IO FT AT EACH TURN.ABOVE AND BELOW PENETRATIONS. ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS DUAL POWER SUPPLY PER CODE(S).NEC 2023.690.31/DX2) SOURCES:UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM J.ABEL LOCATION. ,, cn]es.'.-r,:' CAUTION : UTILITY SERVICE METER AND MAW 1.833.607.6937 ext. 0 SERVICE PANEL .. PER CODES NEC 2023 705 30(C) 1.855.478.6786 AWARNIN 911 MULTIPLE SOURCES OF POWER POWER SOURCE OUTPUT CONNECTION sunrun ri ( �DO NOT RELOCATE THISOVERCURRENT DEVICE LABEL LOCATION: MAIN SERVICE DISCONNECT I - ' LABEL LOCATION SOLAR PANELS OOCCPADC(IFAPP IcBBLEEAKER AND E55). ON ROOF sunrun PER CODEISY NEC 2023'70512(8)(21 �--Ir ti3120 RAPID SHUTDOWN SWITCH SOLAR PV SYSTEM EQUIPPED FOR SOLAR PV SYSTEM WITH RAPID SHUTDOWN LE CUSTOMER RESIDENCE RICHARD QUINN LABEL LOCATION. 114 O THAM VO N,DR, INSTALLED WITHIN 3'OF RAPID SHUT DOWN SWITCH PER CODE(S).NEC 2023.690.12(DX2),IFC NORTHAMPTON,MA.01062 2018'1204 5.3 TURN RAPID SHUTDOWN SWITCH TO THE"OFF" `01A1.1,1 TEL (413)427.9675 • POSTION TO SHUT DOWN MAIN PANEL(INT) j API:NHAM-000029-000166-000001 • \— PV SYSTEM AND REDUCE PROJECT NUMBER: SHOCK HAZARD IN THE INVERTER(EXT) 224R-114QUIN • ARRAY. SERVICE ENTRANCE AC DISCONNECT DESIGNER: 1415)580-6920 ex3 MI 114 BRIERWOOD DR. NORTHAMPTON, MA. 01062 RICHELL IGNER' CRUZ t ' SHEET LABEL LOCATION. SIGNAGE ON OR NO MORE THAT 1 M IS FT)FROM THE SERVICE PER CODE(SY NEC 2023:705.10(2) DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. REV.A 8/1/2024 PER CODE(SI:NEC 2023.690.12(D) PAGE PV-5.0 SHEET INDEX SCOPE OF WORK GENERAL NOTES PAGE 6 DESCRIPTION •SYSTEM SIZE 7380W DC,5760W AC •ALL WORK SHALL COMPLY WITH MA 9TH ED CMR 780(2015 IRCABCAEBC).7-10 DV-1.0 COVER SHEET •MODULES(18)HANWHA Q-CELLS.O.PEAK DUO BLK ASCE 8 2015 NDS,2023 NEC AND 2023 MA ELECTRICAL CODE 527 CMR 12 00(2023 ML-G10.410 NFPA 70 WITH MA AMENDMENTS),MUNICIPAL CODE.AND ALL MANUFACTURERS' 'V•2.0 SITE PLAN •INVERTERS(1)SOLAREDGE TECHNOLOGIES: LISTINGS AND INSTALLATION INSTRUCTIONS. PV•3.0 LAYOUT SE5700H•USMN •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2023. •RACKING.TOPSPEED,ATTACHMENT DETAIL MOUNT TO ELECTRICAL WOOD DECK SNR-DC-30004 •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2023 'V-50 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 USTEO UNDER UL 1741. -RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. •SNAPNRACK RACKING SYSTEMS,IN COMBINATION OATH 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 690 12(1) •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690 31(D). •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. •11 2 AMPS MODULE SHORT CIRCUIT CURRENT. •14 AMPS DERATED SHORT CIRCUIT CURRENT(690 8(A)8 690 8(B)) ABBREVIATIONS •PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 69012(B)(2)(2) CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION sunrun #,80,20 VICINITY MAP CUSTOMER RESIDENCE' • RICHARD QUINN 114 BRIERWOOD DR NORTHAMPTON,MA,01082 • TEL(413)427-9675 APN.NNAM•000029.000166.000001 PROJECT NUMBER. • 224R-114QUIN DESIGNER (415)580-6920ex3 RICHELLE CRUZ • • SHEET • REV NAME DATE COMMENTS COVER SHEET • REV.A 8/112024 PAGE PV-i 0 SITE PLAN-SCALE=1116"=1'-0" SITE PLAN DETAIL-SCALE•3/128"•1'0" ff (E)DECK ROOF PATHWAYS '©`�® (3 TYP) (E)RESIDENCE (E)DRIVEWAY °` Pi .....N. FIRE SETBACKS (18 TYP) 4-- `4.4., 0 • * 1 ROOF PATHWAYS ' ,,`� ik (3'TYP) , All, • (N)ARRAY AR-03 Its 1. ROOF PATHWAYS , % .0 .. (3'TYP) ♦ 'P .4.-21P. \K). (N)ARRAY AR-02 ROOF PATHWAYS , (3 TYP) iltivet. � ROOF PATHWAYS m 14 (3 TYP) (N)ARRAY AR-01 ��� NOTES: • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS sunrun ROOF PATHWAYS ARRAY DETAILS: (3'TYP) • TOTAL ROOF SURFACE AREA 2417 SOFT • TOTAL PV ARRAY AREA 380 4 S0 FT • PERCENTAGE PV COVERAGE (TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE AREA)•100=15 7% ARRAY TRUE MAG PV AREA CUSTOMER REDENGE PITCH AZIM AZIM (SOFT) RICHARD QUINN AR-01 22' 238' 252" 1479 114 BRIERWOOD DR. AR-02 22" 237- 251" 1891 NORTHAMPTON,MA.01062 AR-03 22` 147' 161' 63 4 TEL(413)427-9675 APN NUAM-000029-000166-000001 PROJECT NUMBER 224R-1140UIN LEGEND pc SUNRUN METER AC DISCONNECT(S) O ELECTRIC VEHICLE, MCROGRID gG BACKUP GATEWAY SOLAR MODULES DESIGNER (415)580-6920 ex3 - © SUPPLY EQUPMENT M INTERCONNECT DEVICE RICHELLE CRL2 �tio3 DEDICATED PV METER Y p_I pC Dlc„CONNECT(S) ®ENERGY STORAGE n METER ADAPTER GP GENERATION PANEL SHEET SITE PLAN 01 SERVICE ENTRANCE KSP)I SUB-PANEL :I INVERTER(S) ACREL METER n ELECTROGROUNDDNG E O VNRESUNICA710N REV A 8/1/2024 l� MAIN PANEL I\L J PV LOAD CENTER A 1 SOLAREDGE METER CB IQ COMBINER BOX I-7INTERIOR EQUIPMENT POWERWALL ENERGY TOPSPEED PAGE LJ L J SHOWN AS DASHED V STORAGE SYSTEM(ESS) MOUNT SCALE NTS PV-2.O ROOF INFO FRAMING INFO ATTACHMENT INFORMATION Name Type Height Type Max r OC Detail Minimum Number of Mounts per Max Landscape Max Portrait Span Spacing Up-Slope(Landscape/Portrait) Overhang Overhang AR-01 COMP SHINGLE- 1-Story 2X8 RAFTERS 9-8" 16 TOPSPEED.ATTACHMENT DETAIL.MOUNT 2/2 1'-6 0-10 TOPSPEED TO WOOD DECK SNR-DC-30004 AR 02 COMP SHINGLE- 1-Story 2X4 PRE-FABRICATED TRUSSES T-5" 24" TOPSPEED.ATTACHMENT DETAIL MOUNT 2/2 1'-6" 0'-10' TOPSPEED TO WOOD DECK SNR-DC-30004 AR 03 COMP SHINGLE- 1-Story 2X4 PRE-FABRICATED TRUSSES 7'-5" 2q TOPSPEED,ATTACHMENT DETAIL MOUNT 2/2 1'.6" 0'-10 TOPSPEED TO WOOD DECK SNR-DC-30004 Dt•AR-01-SCALE:118"#1•-0" D2-AR-02-SCALE:1/8"•1'-0" AZIM:238 AZIM:237' PITCH:22° PITCH 22' oM OF\ J J 1fAT THE1V 1 —gs"— lee~ 3e { 15'•10 18'-8" —4—� �.3Vr a ,�NO 54057 « _III' '� '��J1 __I ;'� i�/I $ rSSCONAL ENG\/ 4I 1 mum r 8%11" 1:—..—FoilliFilFeled A 03-11 1- v.1 cr Pir A 1• % Z-s- Z.7'}— 24••10' 22'-1" 1 Z-5.' sunrun 03-AR-03-SCALE:1/8"=1'-0" AZIM.4 7 -}3'-1" 17-5' —5'•5"—{ #130120 moor ri:y...�'�f 8 i .,,,,. .�-s•.nn..::...,tor r. 35" I CUSTOMER RESIDENCE. 8.11 RICHARD QUINN 114 BRIERWOOD DR. NORTHAMPTON,MA•01062 Z-7- TEL(413)427-9675 APN NHAM-000029-000166-000001 —G•'— — 1•-5" PROJECT NUMBER: 224R-114QUIN DESIGNER: /4151 580-6920 ex3 DESIGN CRITERIA STRUCTURAL NOTES RICHELLE CRUZ MAX DISTRIBUTED LOAD:3 PSF • INSTALLERS SHALL NOTIFY ENGINEER OF ANY POTENTIAL STRUCTURAL ISSUES OBSERVED PRIOR TO PROCEEDING W/ SNOW LOAD:40 PSF INSTALLATION SHEET WIND SPEED: • MOUNT NUMBER FOR LEADING DOWNSLOPE EDGE SHALL MATCH REQUIREMENTS USTED ABOVE LAYOUT 117 MPH 3-SEC GUST • IF A MODULE(EXCLUDING SKIRT)IS WITHIN 17 BOUNDARY REGION OF ANY ROOF PLANE EDGE(EXCEPT VALLEYS). S.S.LAG SCREW ADDITIONAL MOUNTS WILL BE REQUIRED IN THE FOLLOWING CONFIGURATIONS. REV.A 8/1/2024 (4)#14 X 2,25"SS SEALING WASHER WOOD SCREWS • EAVE&RIDGE-3 TOPSPEED ATTACHMENTS MUST BE USED ON THE MODULE EDGE PAGE FULLY PENETRATING THROUGH WOOD DECK • GABLE&HIP-3RD TOPSPEED ATTACHMENT MUST BE ADDED ON THE MODULE CORNER NEAREST TO THE ROOF EDGE PV-3.0 120/240 VAC SINGLE PHASE SERVICE M O METER I NATIONAL GRID 05703766 UTILITY GRID E . SUPPLY SIDE TAP ��O (1 EXISTING 100A BLADE KABIE BLADE TYPE MAIN BREAKER FUSED AC SCLAREDGE TECHNOLOGIES DISCONNECT SE5700H USMN I 125A 5760 WATT INVERTER JUNCTION BOX PV MODULES MAIN BUS © © OR EQUIVALENT O HANWHA 0-CELLS Q.PEAK DUO ELK �� EXISTING 125A MAIN + / ML-G10*410 y PANEL `� ..--.2,---: —'— �t// (18)MODULES FACILITY OPTIMIZERS WIRED IN LOADS 30A FUSES =MU (1)SERIES OF(10)OPTIMIZERS SQUARED LOAD RATED DC DISCONNECT (1)SERIES OF(8)OPTIMIZERS NOTE TOTAL PV BACKFEED=30A D222NRB WITH AFCI.RAPID SHUTDOWN SOLAR EDGE POWER OPTIMIZERS USED FOR INTERCONNECTION 3R 60A COMPLIANT S440 CALCULATIONS 120240VAC CONDUIT SCHEDULE TAP DEVICE MUST BE MARKED"SUITABLE FOR USE ON THE LINE SIDE OF THE SERVICE EQUIPMENT"OR EQUIVALENT I CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER 2 3/4"EMT OR EQUIV (4)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 s u n r u n 3 3/4"EMT OR EQUIV (2)10 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 4 3/4"EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 CUSTOMER RESIDENCE RICHARD QUINN 114 BRIERWOOD DR, NORTHAMPTON,MA,01062 MODULE CHARACTERISTICS TEL.(413)427-9675 5440 OPTIMIZER CHARACTERISTICS: HANWHA Q-CELLS.Q PEAK DUO ELK APN NHAM-000023000166-000001 10 W MIN INPUT VOLTAGE 8 VDC ML-G10+410: 4 OPEN CIRCUIT VOLTAGE 410 V MAX INPUT VOLTAGE 60 VDC PROJECT NUMBER MAX POWER VOLTAGE: 37 64 V MAX INPUT ISC 14 5 ADC 224R-114QUIN SHORT CIRCUIT CURRENT 11 2 A MAX OUTPUT CURRENT' 15 ADC DESIGNER f4 1 51 580-6920 era SYSTEM CHARACTERISTICS-INVERTER 1 RICHELLE CRUZ SYSTEM SIZE. 7380 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE 10 V ELECTRICAL MAX ALLOWABLE DC VOLTAGE 480 V SYSTEM SHORT CIRCUIT CURRENT 30 A REV A BI12024 PAGE PV-4.O