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HomeMy WebLinkAboutBLD-23004919 31 ) D12. ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code, 780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only R E C F: 1 V E D Building Permit Number: 131,D2:123___—___04119Date Ap lied: . t` / MAR o 7 2013 Building Official(Print Name) Sigtature SEC IO 1:SITE Il\'FORI�IATION BUILDING DEPARTMENT By 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 44 Madison Ave l.la Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required ( Provided Required Provided Required Provided 1.6 Water Supply: (1vt.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 yes0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Stephanie Babetto Yarmouth MA 02664 Name(Print) ��— City,State,ZIP 44 Madison Ave (774)470-8765 sbabetto14@gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building Owner-Occupied VI Repairs(s)-❑ Alteration(s) `/ Addition ❑ 5d' Demolition 0 Accessory Bldg. 0 Number of Units Other Specify: Roof Mounted Solar Brief Description of Proposed Work'`: Installation of a interconnected, roof mounted, photovoltaic solar energy system consisting of 29 solar panels producing 11.31 Kw DC. NO ESS SECTION 4: ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 6379 1. Building Permit Fee:$1 Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ 14884 ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: S 4.Mechanical (HVAC) $ List e-u of 3Qb 31_3 5.Mechanical (Fire Suppression) Total All Fees:$ t Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 21263 0 Paid in Full ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-o4o622 08/01/2023 Stephen Kelly License Number Expiration Date Name of CSL Holder List CSL Type(see below) 16 Parkway Rd. No.and Street Type Description Stoneham MA, 02180 1 U Unrestricted(Buildings up to 35,000 cu.ft.) — R Restricted 18c2 Family Dwelling City/Town,State,ZIP M Masonry RC I Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 978 793-7881 eastmapermits@sunrun.com l Insulation —{ Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC2024 Sunrun Installation Services Inc.! Stephen KellyHICR - 18onNu 10/13ion p Registration Number Expiration Date HIC Company Name or HIC Registrant Name 21 Worlds Fair Dr. _ eastmapermits ansunrun.com No.and Street Somerset, NJ, 08873 978 793-7881 Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT 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./Stephen Kelly to act on my behalf,in all matters relative to work authorized by this building permit application. Stephanie Babetto See Attached Contract 03/06/2023 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. Stephen Kelly � 03/06/2023 Print Owner's or Authorized Agen's Nam lectronic Signature) Date NO ES: 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.sov!oca Information on the Construction Supervisor License can be found at www.mass.aov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system _ Enclosed Open _ 3. "Total Project Square Footage"may be substituted for"Total Project Cost" Commonwealth or Massachusetts Construction Supervisor Division of Professional Licensurt! Unr�icted -Buildings of any use group which contain Board of Building Regulaltons and Standards less than 36,000 cubic feet 1991 cubic meters) of enclosed space, CS-040622 Ejtpires C8i01 2023 STEPHEN A ELLY 16 PARKWAYROAD STONEHAM 14 02100 Failure to possess a current edition of the Massachusetts Commissioner State Building Code is cause for revocation of tins license. For information about this license Call(017)7273200 or visit ww.fl&S .govidpl 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 Begi4gtbn: 180120 =:ExpNation: 10/132024 21 WORLDS FAIR OR SOMERSET•NJ 08873 i ,r 1 \ter`• _r"•• ' __ Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs a Business Regulation Registration wild for individual use only before the HOME IMPROVEMENT CONTRACTOR aspiration date d found return to: TYPE:&.ppiement Card Office of Consumer Affairs and Business Regulation M glrintk0 EaalutIon 1000 Washington Street•Suite 710 180120 10/132024 Boston,MA 02118 SUNRUN INSTALLATION SERVICES INC. STEPHEN KELLY 225 BUSH STREETS( G..n SUITE 1400 .` - SAN FRANCISCO,CA 94104 Undersecretary t valid without gnature Stephen A Kelly 695 Myles Standish Blvd Taunton MA 02780 TEL: 978-793-7881 Email: eastmapermits@sunrun.com ,.__.....,„,,w SUNRINC-02 LWANG2 ACORO CERTIFICATE OF LIABILITY INSURANCE DATD/WYY) `....-�� 8/31 31/2/2022 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,Eat): (A/C,No): San Francisco,CA 94105 E-MAEss:Walter.Tanner@aII#ant.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:James River Insurance Company 12203 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: I 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 ADDL SUBR I POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD wVD, POLICY NUMBER IMMIDDIYYYY) IMM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE [ X OCCUR MKLV5ENV103749 10/1/2022 10/1/2023 DAMAGET ETTED 1,000,000 I PREMISES(Ea occurrence) $ 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 JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 X OTHER:Retention: $100,000 Per Project Agg $ 5,000,000 AUTOMOBILECOMBINED SINGLE LIMIT LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $_ OVVNED AUTOS ONLY AUTOS BODILY R INJURY(Per accident) $ AUTOS ONLY AUTO ONLDY PPerr a t?AMAGE $ $ B UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 X EXCESS LIAB CLAIMS-MADE 001072261 10/1/2021 110/1/2022 AGGREGATE $ 4,000,000 DED RETENTION$ $ C WORKERS COMPENSATION X STATUTE ERH AND EMPLOYERS'LIABILITY Y N WC614287601 10/1/2022 10/1/2023 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE N NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe 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 if more space is required) Workers'Compensation Policy WC614287601 Deductible:$1,000,000. Re:Permitting within jurisdiction. 1 I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 28 South Yarmouth,MA 02664-4492 AUTHORIZED REPRESENTATIVE r , ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r A. The Commonwealth of Massachusetts Department of Industrial Accidents —WS ' Office of Investigations l_ Lafayette City Center _ =t 2 Avenue de Lafayette, Boston,MA 02111-1750 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Sunrun Installation Services /Stephen Kelly Address:225 Bush St STE 1400 City/State/Zip:San Francisco CA 94104 Phone#: 978 793-7881 Are you an employer?Check the appropriate box: Type of project(required): 1.® lam 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. 0 Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition workingfor me in anycapacity. employees and have workers' P h 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 employees. [No workers' 13.E Other Roof Mounted Solar comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state 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. #:WC614287601 Expiration Date: 10/01/2023 Job Site Address: 44 Madison Ave City/State/Zip: Yarmouth MA 02664 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 under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: 03/06/2023 Phone#: 978-793-7881 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 3OCity/Town Clerk 4.0 Electrical Inspector 5Elumbing Inspector 6.0Other Contact Person: Phone#: §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 44 Madison Ave Work Address Is to be disposed of oat the following location: 695 Myles Standish Blvd. Taunton, MA 02780 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 03/06/2023 Signa of Applicati Date Permit No. • ONE or TWO FAMILY— BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: 44 Madison Ave Scope of Proposed Work: Installation of a interconnected, roof mounted, photovoltaic solar energy system consisting of 29 solar panels producingll.31Kw DC. NO ESS Date: 03/06/2023 Based on the scope of work described above, the applicant is required to obtain approval sign- offs from the following departments as checked-of below: Health Dept. —508-398-2231 ext. 1241 Conservation—508-398-2231 ext. 1288 Water Dept. —99 Buck Island Road, 508-771-7921 Old Kings HWY. Hist. Comm. —508-398-22631 ext. 1292 Engineering Dept. —508-398-2231 ext. 1250 Fire Dept.—Kevin Huck/Scott Smith, 96 Old Main Street, SY Note: Please call Fire Department for an appointment. 508-398-2212 Other Appropriate plans and/or application shall be provided to each departments checked-off above. Each of these regulatory authorities has their own requirements outside the jurisdiction of the Building Department. All applicable approvals shall be obtained prior to submitting a building permit application to the Building Dept. Thank you for your cooperation. Receipt Acknowledgement: ,s 1.A?1503/06/2023 Applicant's Signature „ZflaseDate Rev.Jan. 2019 EV projects@evengineersnet.com 276-220-0064 mima ENGINEERS http://www.evengineersnet.com 3/5/2023 RE:Structural Certification for Installation of Residential Solar STEPHANIE BABETTO:44 MADISON AVE,YARMOUTH,MA,02664 Attn:To Whom It May Concern This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report,the roof is made of Composite shingle roofing over roof plywood supported by 2X4 Trusses at 24 inches.The slope of the roof was approximated to be 21 and 22 degrees. After review and based on our structural capacity calculation,the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install.Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install.Capacity calculations were done in accordance with applicable building codes. Design Criteria Code 2015 IRC(ASCE 7-10)-CMR 780 9th Ed Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 140 mph PV Dead Load DPV 3 psf Exposure B Roof Live Load Lr 20 psf Ground Snow S 30 psf If you have any questions on the above, please do not hesitate to call. STRUCT ONL Sincerely, ��,SH OF Mgss9l O� ti VINCENT G sfr‘ Vincent Mwumvaneza, P.E. 0 MWUMVANEZA EV Engineering, LLC NaCIVIL 2 projects@evengineersnet.com q, -P . ERhttp://www.evengineersnet.com 'c http://www.evengineersnet.com '• , ioNA�EN Signed 3/5/2023 1/1 EV projects@evengineersnet.com 276-220-0064 VIM ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 3/5/2023 Job Address: 44 MADISON AVE YARMOUTH,MA,02664 Job Name: STEPHANIE BABETTO Job Number: 0305235E Scope of Work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing.All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet 1 Cover 2 Attachment checks 3 Snow and Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2015 IRC(ASCE 7-10)-CMR 780 9th Ed Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 30 psf Wind Load (component and Cladding) V 140 mph Exposure B References NDS for Wood Construction STRUCT ONL ��P`SH OF A4486, ti Sincerely, � VINCENT G� MWUMVANEZA CIVIL Vincent Mwumvaneza, P.E. NI. 2 EV Engineering, LLC O:•fr, . o�� projects@evengineersnet.com •l °NAIEN�'\ Signed 3/5/2023 http://www.evengineersnet.com 1/1 lr MEM EV projects@evengineersnet.com 276-220-0064 mma ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 3/5/2023 Job Address: 44 MADISON AVE YARMOUTH,MA,02664 Job Name: STEPHANIE BABETTO Job Number: 030523SB Scope of Work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing.All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet 1 Cover 2 Attachment checks 3 Snow and Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2015 IRC(ASCE 7-10)-CMR 780 9th Ed Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 30 psf Wind Load (component and Cladding) V 140 mph Exposure B References NDS for Wood Construction STRUCT ONL 0,0^of MAss, 404, Sincerely, g VINCENT LP 0 MWUMVANEZA N CIVIL Ne. 2 Vincent Mwumvaneza, P.E. EV Engineering, LLC l'`• Eck \\• �`` projects@evengineersnet.com °NM.E Signed 3/5/2023 http://www.evengineersnet.com 1/1 = EV projects@evengineersnet.com 276-220-0064 iThWa ENGINEERS http://www.evengineersnet.com 3/5/2023 RE:Structural Certification for Installation of Residential Solar STEPHANIE BABETTO:44 MADISON AVE,YARMOUTH,MA,02664 Attn:To Whom It May Concern This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report,the roof is made of Composite shingle roofing over roof plywood supported by 2X4 Trusses at 24 inches.The slope of the roof was approximated to be 21 and 22 degrees. After review and based on our structural capacity calculation,the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades.Contractor shall verify that existing framing is consistent with the described above before install.Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. Design Criteria Code 2015 IRC(ASCE 7-10)-CMR 780 9th Ed Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 140 mph PV Dead Load DPV 3 psf Exposure B Roof Live Load Lr 20 psf Ground Snow S 30 psf If you have any questions on the above, please do not hesitate to call. STRUCT �. ONL Sincerely, ���SH OF hlgSsgc 4, VINCENT Gs� Vincent Mwumvaneza, P.E. 0 MWUMVANEZA EV Engineering, LLC N•CIVIL 2 projects@evengineersnet.com 4" ��,�•i. ER \�F http://www.evengineersnet.com /oNALENG Signed 3/5/2023 1/1 =V EMI/ projects@evengineersnet.com 276-220-0064 ENGINEERS http://www.evengineersnet.com Wind Load Cont. Risk Category= II ASCE 7-10 Table 1.5-1 Wind Speed (3s gust),V= 140 mph ASCE 7-10 Figure 26.5-1A Roughness= B ASCE 7-10 Sec 26.7.2 Exposure= B ASCE 7-10 Sec 26.7.3 Topographic Factor, Ku= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= 21.0 Degrees Adjustment Factor,A= 1 ASCE 7-10 Figure 30.5-1 a = 3.50 ft ASCE 7-10 Figure 30.5-1 Where a:10%o of least horizontal dimension or 0.4h,whichever is smaller,but not less than 4%of least horizontal dimension or 3ft(0.9m) Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= -29.3 -41.3 -65.1 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 17.59 24.78 39.07 Equation 30.5-1 Downpressure(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= 15.7 15.7 15.7 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 9.43 9.43 9.43 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachement max.spacing= ` 6 ft 266 Ibs/in Manufacturer Test Lag Screw Penetration 2.5 in Prying Coefficient 1.4 Allowable Capacity= 512 Ibs 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 6 19.5 307.9 242.3 2 6 9.8 224.1 121.2 3 2 3.3 121.1 40.4 Max= 307.9 < 512 CONNECTION IS OK 1. Pv seismic dead weight is negligible to result in significant seismic uplift,therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. 1/1 EV projects@evengineersnet.com 276-220-0064 111 alia ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing Pg= 30 psf ASCE 7-10,Section 7.2 pf= 21 psf Ce= 0.9 ASCE 7-10,Table 7-2 Pfmin. = 25.0 psf Ct= 1.1 ASCE 7-10,Table 7-3 ps= 25 psf 40.8 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.817 Max Length, L= 6.67 ft Tributary Width,WT= 24 in Dr= 10 psf 20 plf PvDL= 3 psf 6 plf Load Case: DL+0.6W Pnet+ PP cos(0)+PDL= 44.9 plf Max Moment, Mu= 134 lb-ft Conservatively Pv max Shear 121.2 lbs Max Shear,Vu=wL/2+Pv Point Load = 208 lbs Load Case: DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+ PPVcos(6)+Poi= 70 plf M down= 210 lb-ft Mallowable=Sx x Fb' (wind)= 534 lb-ft > 210 lb-ft OK Load Case: DL+S Ps+ PPVcos(0)+PDT= 66 plf Mdown= 198 lb-ft Mallowable=Sx x Fb' (wind)= 384 lb-ft > 198 lb-ft OK Max Shear,V„=wL/2+Pv Point Load = 235 lbs Member Capacity SPF#1/#2 2X4 Design Value CL CF C; Cr Adjusted Value Fb= 875 psi 1.0 1.3 1.0 1.15 1308 psi Fv= 135 psi N/A N/A 1.0 N/A 135 psi E= 1400000 psi N/A N/A 1.0 N/A _ 1400000 psi Depth, d = 3.5 in Width, b= 1.5 in Cross-Sectonal Area,A= 5.25 in2 Moment of Inertia, Ixx= 5.35938 in4 Section Modulus, Sxx= 3.0625 in3 Allowable Moment, Mail= Fb'Sxx= 333.8 lb-ft DCR=Mu/Ma„= 0.49 < 1 Satisfactory Allowable Shear,Vail=2/3Fv'A= 472.5 lb DCR=Vu/Vaii= 0.33 < 1 Satisfactory 1/1 �V' EV projects@evengineersnet.com 276-220-0064 mum ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing Pg= 30 psf ASCE 7-10,Section 7.2 pf= 21 psf Ce= 0.9 ASCE 7-10,Table 7-2 Pfmin. = 25.0 psf Ct= 1.1 ASCE 7-10,Table 7-3 ps= 25 psf 40.8 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.817 Max Length, L= 6.67 ft Tributary Width,WT= 24 in Dr= 10 psf 20 plf PvDL= 3 psf 6 plf Load Case: DL+0.6W Pnet+ Ppvcos(0)+PDT= 44.9 plf Max Moment, Mu= 134 lb-ft Conservatively Pv max Shear 121.2 lbs Max Shear,V„=wL/2+Pv Point Load = 208 lbs Load Case: DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+ PPVcos(0)+PDL= 70 plf Mdown= 210 lb-ft Mallowable=Sx x Fb' (wind)= 534 lb-ft > 210 lb-ft OK Load Case: DL+S Ps+ Ppvcos(0)+PDL= 66 plf Mdown= 198 lb-ft Mallowable=Sx x Fb' (wind)= 384 lb-ft > 198 lb-ft OK Max Shear,V„=wL/2+Pv Point Load = 235 lbs Member Capacity SPF#1/#2 2X4 Design Value CL CF C, Cr Adjusted Value Fb= 875 psi 1.0 1.3 1.0 1.15 1308 psi F,= 135 psi N/A N/A 1.0 N/A 135 psi E = 1400000 psi N/A N/A 1.0 N/A 1400000 psi Depth,d = 3.5 in Width, b= 1.5 in Cross-Sectonal Area,A= 5.25 in2 Moment of Inertia, IXx= 5.35938 in4 Section Modulus,SXX= 3.0625 in3 Allowable Moment, Mail= Fb'SXX= 333.8 lb-ft DCR=M /Maii= 0.49 < 1 Satisfactory Allowable Shear,Vaii=2/3Fv'A= 472.5 lb DCR=Vu/Vail= 0.33 < 1 Satisfactory 1/1 Mill ` EV projects@evengineersnet.com 276-220-0064 mmia ENGINEERS http://www.evengineersnet.com Wind Load Cont. Risk Category= II ASCE 7-10 Table 1.5-1 Wind Speed (3s gust),V= 140 mph ASCE 7-10 Figure 26.5-1A Roughness= B ASCE 7-10 Sec 26.7.2 Exposure= B ASCE 7-10 Sec 26.7.3 Topographic Factor, Kz-= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= 21.0 Degrees Adjustment Factor, A= 1 ASCE 7-10 Figure 30.5-1 a= 3.50 ft ASCE 7-10 Figure 30.5-1 Where a:10%of least horizontal dimension or 0.4h,whichever is smaller,but not less than 4%of least horizontal dimension or 3ft(0.9m) Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= -29.3 -41.3 -65.1 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 17.59 24.78 39.07 Equation 30.5-1 Downpressure(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= 15.7 15.7 15.7 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 9.43 9.43 9.43 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachement max.spacing= 6 ft 266 Ibs/in Manufacturer Test Lag Screw Penetration 2.5 in Prying Coefficient 1.4 Allowable Capacity= 512 Ibs 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 6 19.5 307.9 242.3 2 6 9.8 224.1 121.2 3 2 3.3 121.1 40.4 Max= 307.9 < 512 CONNECTION IS OK 1. Pv seismic dead weight is negligible to result in significant seismic uplift,therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. 1/1 ' projects@evengineersnet.com 276-220-0064 ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 30% Dpv and Racking 3 psf Averarage Total Dead Load 10.9 psf Increase in Dead Load 3.6% OK The increase in seismic Dead weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -STEPHANIE BABETTO.The analysis was according to applicable building codes, professional engineering and design experience,opinions and judgments.The calculations produced for this structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. 1/1 SHEET INDEX LEGEND SCOPE OF WORK GENERAL NOTES PAGE# DESCRIPTION F M •SYSTEM SIZE:11310W DC,7600W AC •ALL WORK SHALL COMPLY WITH MA 9TH ED.CMR 780(2015 IRC/IBC/IEBC), SERVICE ENTRANCE •MODULES:(29)TRINA SOLAR:TSM-390DE09C.07 MUNICIPAL CODE,AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION PV-1.0 COVER SHEET WI •INVERTERS:(1)SOLAREDGE TECHNOLOGIES: INSTRUCTIONS. PV-2.0 SITE PLAN SE7600H-USSN •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2023. MP MAIN PANEL •RACKING:RL UNIVERSAL,SPEEDSEAL TRACK ON COMP, PV-3.0 LAYOUT SEE DETAIL SNR-DC-00436 •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2023. PV-4.0 ELECTRICAL SP SUB-PANEL •PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY PV-5.0 SIGNAGE GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. LC PV LOAD CENTER •MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. - •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SM SUNRUN METER •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. PM DEDICATED PV METER •SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II MODULES,ARE CLASS A FIRE RATED. INV INVERTER(S) •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). 1-AC] AC DISCONNECT(S) •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). DC •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. O DC DISCONNECT(S) •13.35 AMPS MODULE SHORT CIRCUIT CURRENT. CB IQ COMBINER BOX •20.85 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(A)&690.8(B)]. •PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 690.12(B)(2). ABBREVIATIONS -1 INTERIOR EQUIPMENT CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE A AMPERE L SHOWN AS DASHED LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION AC ALTERNATING CURRENT S u n r u n AFC ARC FAULT CIRCUIT INTERUPTER CHIMNEY AZIM AZIMUTH COMP COMPOSITION DC DIRECT CURRENT ATTIC VENT #180120 (E) EXISTING FLUSH ATTIC VENT VICINITY MAP VWM ENT STAHLNSN BIND TAuuroH MA.oPNF�in ESS ENERGY STORAGE SYSTEM PVC PIPE B'.1C Il O ` FAX EXT EXTERIOR 011 z> METAL PIPE VENT ': $ ti. CUSTOMER RESIDENCE: INT INTERIOR 4I°,.,a. - , -- [c T-VENT - STEPHANIE BABETTO MSP MAIN SERVICE PANEL 44 MADISON AVE,YARMOUTH, (N) NEW 7, SATELLITE DISH Yarmouth MA,02664 South Dennis NTS NOT TO SCALE Jth Port' �� TEL.(774)470-8765 oc ON CENTER FIRE SETBACKS S •�•., APN.YARM-000088-000100 PREFAB PRE-FABRICATED PROJECT NUMBER: _PEE POUNDS PER SQUARE FOOT HARDSCAPEOil N. 223R-044BABE PV PHOTOVOLTAIC RSD RAPID SHUTDOWN DEVICE —PL— PROPERTY LINE 44 Madison Ave, DESIGNER: (415)580-6920 ex3 JOANA CAUNTOY TL TRANSFORMERLESS i--------- SOLAR MODULESNTS South Yarmouth,MA ?sc, it SCALE: 02664,United States TYP TYPICAL p -e- -_-- -----s ,-..- SHEET V VOLTS M ' '�South Yarmouth 21 REV NAME DATE COMMENTS COVER SHEET p • w vATTS :1 U C REV:A 3/3/2023 LAN LANDSCAPE II -- - - c #i ze.:".--SnNR MOUNT 0. -- PAGE PV-1.0 POR PORTRAIT SNR MOUNT&SKIRT - '''` if....sr.a— T.mp.re_wi&on210.87 h t SITE PLAN-SCALE=1/16"=1H-0"IT P6 P� / -.-------- ---"\ F a ...-•.."''''. \ P� / \------- .$ p 181 CA PM INV I �\ �\,, (N)ARRAY AR-01 sunrun , _. , ______ ___ (E)RESIDENCE ---- .�-- #180120 'A 1305 MYLES STMASH BLVD.TAUNTON.MA 02750.7.1 PHONE 0 FAX (N)ARRAY AR-02 CUSTOMER RESIDENCE: STEPHANIE BABETTO 44 MADISON AVE,YARMOUTH, MA,02664 TEL.(774)470-6765 • • • APN:YARM-000088-000100 p PROJECT NUMBER: 223R-044BABE P ARRAY TRUE MAG PV AREA 580�820 ex3 PITCH AZIM AZIM (SQFT) DESIGNER: (415) pk- 1SOC1 PVE AR-01 21' 164° 178° 351.8 JOANA CAUNTOY oisji: AR-02 22' 164° 178' 248.3 SHEET SITE PLAN REV:A 3/3/2023 PAGE PV-2.O 5 ramp.m_m,so°4.0.87 i ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name Type Height Type Max OC Detail Max Landscape Max Landscape Max Portrait Max Portrait Configuration MAX DISTRIBUTED LOAD:3 PSF Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD:30 PSF RL UNIVERSAL,SPEEDSEAL TRACK ON WIND SPEED: AR-01 COMP SHINGLE-RLU 1-Story 2X4 CARPENTER TRUSSES 6'-8" 24" COMP,SEE DETAIL SNR-DC-00436 6'-0" 2'-4" 4'-0" 1'-10" STAGGERED 140 MPH 3-SEC GUST. S.S.LAG SCREW AR-02 COMP SHINGLE-RLU 2-Story 2X4 CARPENTER TRUSSES 6'-7" 24" RL UNIVERSAL,SPEEDSEAL TRACK ON 2'-4" 4'-0" 1'-11" STAGGERED 5/16".2.5"MIN.EMBEDMENT COMP,SEE DETAIL SNR-DC-00436 D1-AR-01-SCALE:3/16"=1'-0" ..._.4'-3' -- --- Y9'..._--- ____------- _...._.... .. .. ... P-3„ AZIM:164° f PITCH:21' ' f3 O STRUCT • ONL MOFM'lS 5-2 �y¢o' '14' 3' • 4) VINCENT yew • g MWUMVANEZA N r 1 r 1 r i r 1 ❑ ❑ Licmmmu Signed 3/05/2023 Ne. *•/f'ONAIEH�'�� I I U. Ll L! Li I] 10'-11" • I I I I i i i-1 1 1 -f3-......... • • 6'TYP i� 0 O _. _---1 8,J- 02-AR-02-SCALE:1/4"=1%0" AZIM:164° s u n r u n PITCH:22° 2-3" i_- 23,-2„• INSTALLERS SHALL NOTIFY ENGINEER OF ANY 1'6" POTENTIAL STRUCTURAL ISSUES OBSERVED #180120 ❑ PRIOR TO PROCEEDING W/INSTALLATION. MS WILES STANg5H OLEO TAUNTON.NA 02100-7. I 'IF ARRAY(EXCLUDING SKIRT)IS WITHIN 12" FAX ° BOUNDARY REGION OF ANY ROOF PLANE 6'TYP EDGES(EXCEPT VALLEYS),THEN CUSTOMER RESIDENCE: ATTACHMENTS NEED TO BE ADDED AND STEPHANIE BABETTO OVERHANG REDUCED WITHIN THE 12" 44 MADISON AVE,YARMOUTH, t „ ; ' i - ' 7'-3" BOUNDARY REGION ONLY AS FOLLOWS: MA,02664 • 'A ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS TO BE REDUCED BY 50%. TEL.(774)470-8765 `•ALLOWABLE OVERHANG INDICATED ON APN:YARM-000088-000100 PLANS TO BE 1/5TH OF ALLOWABLE ❑ ATTACHMENT SPACING INDICATED ON PLANS. PROJECT NUMBER: 223R-044BABE DESIGNER: (415)580-6920 ex3 • • 4'-3" JOANA CAUNTOY • O 0 0 ) O SHEET ,_ LAYOUT REV:A 3/3/2023 SEE SITE PLAN FOR NORTH ARROW PAGE PV-3.0 Ts"q'.n wales 4.0.e7 120/240 VAC SINGLE PHASE SERVICE NOTE:TOTAL PV BACKFEED=40A USED FOR INTERCONNECTION < OMETER#: CALCULATIONS EVERSOURCE 2376819 UTILITY GRIDI I 1.... ,SUPPLY SIDE TAP c 0J (N)LOCKABLE I EXISTING 100A BLADE TYPE (N)MA SMART MAIN BREAKER FUSED AC UTILITY SOLAREDGE TECHNOLOGIES: 1 DISCONNECT METERVUE SE7600H-USSN 7600 WATT INVERTER JUNCTION BOX PV MODULES �� (3) <3� 2 OR EQUIVALENT \'�l TRINA SOLAR:TSM-390DE09C.07 EXISTING 100A ( ) / (29)MODULES < . MAIN PANEL _ ,,�, O —.i I V *di// OPTIMIZERS WIRED IN: FACILITY — (1)SERIES OF(15)OPTIMIZERS LOADS 40A FUSES I 4 I (1)SERIES OF(14)OPTIMIZERS .1.Zgt o SQUARE D 240V METER SOCKET LOAD RATED DC DISCONNECT D222NRB 100A CONTINUOUS WITH AFCI,RAPID SHUTDOWN L SOLAREDGE POWER OPTIMIZERS 3R,60A UTILITY SIDE OF CIRCUIT COMPLIANT S440 120/24OVAC CONNECTS TO TOP LUGS- (LINE AT TOP LOAD AT BOTTOM) • CONDUIT SCHEDULE ' $u n r u n • # 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 #160120 3 3/4"EMT OR EQUIV. (2)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 6 ONEoE.S STANDISH BLw,TAUNTON.MA 02700.7131 FAX 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: STEPHANIE BABETTO 44 MADISON AVE,YARMOUTH, MA,02664 MODULE CHARACTERISTICS S440 OPTIMIZER CHARACTERISTICS: TEL.(774)470-8765 TRINA SOLAR:TSM-390DE09C.07: 390 W MIN INPUT VOLTAGE: 8 VDC APN:YARM-000088-000100 OPEN CIRCUIT VOLTAGE: 40.8 V MAX INPUT VOLTAGE: 60 VDC PROJECT NUMBER: MAX POWER VOLTAGE: 33.8 V MAX INPUT ISC: 14.5 ADC 223R-044BABE SHORT CIRCUIT CURRENT: 13.35 A MAX OUTPUT CURRENT: 15 ADC DESIGNER: (415)580-6920 ex3 SYSTEM CHARACTERISTICS-INVERTER 1 JOANA CAUNTOY SYSTEM SIZE: 11310 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 15 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 400 V MAX ALLOWABLE DC VOLTAGE: 480 V REV:A 3/3/2023 SYSTEM OPERATING CURRENT: 28.27 A SYSTEM SHORT CIRCUIT CURRENT: 30 A PAGE PV-4.0 it remparo ve on_40.87 li INVERTER 1 NOTES AND SPECIFICATIONS: •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2023 ARTICLE PHOTOVOLTAIC DC DISCONNECT 110.21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR ELECTRICAL SHOCK HAZARD IF REQUESTED BY THE LOCAL AHJ. MAXIMUM SYSTEM VOLTAGE 480 VDC •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE TERMINALS ON LINE AND LOAD WORDS,COLORS AND SYMBOLS. SIDES MAY BE ENERGIZED IN •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING LABEL LOCATION. METHOD AND SHALL NOT BE HAND WRITTEN. THE OPEN POSITION INVERTER(S),DC DISCONNECT(S). •LABEL SHALL BE OF SUFFICIENT DURABIUTY TO WITHSTAND THE ENVIRONMENT PER CODE(S):NEC 2023:690.53.CEC 2022:690.53 INVOLVED. LABEL LOCATION: •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011,PRODUCT SAFETY INVERTER(S),AC/DC DISCONNECT(S), SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. AC COMBINER PANEL(IF APPLICABLE). •DO NOT COVER EXISTING MANUFACTURER LABELS. PER CODE(S):NEC 2023:690.13(B),CEC 2022:690.13(B) /\WARNING DUAL POWER SUPPLY -- --- SOURCES:UTILITY GRID WARNING: PHOTOVOLTAIC AND PV SOLAR ELECTRIC POWER SOURCE - SYSTEM LABEL LOCATION: LABEL LOCATION: INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, CAUTION : UTILITY SERVICE METER AND MAIN AT EACH TURN,ABOVE AND BELOW PENETRATIONSSERVICE PANEL. ON EVERY JBIPULL BOX CONTAINING DC CIRCUITS. PER CODE(S).NEC 2023:705.12(C),CEC PER CODE(S):NEC 2023:690.31(D)(2),CEC 2022 2022:705.12(C) 690.31(0)(2) AWARNING RAPID SHUTDOWN SWITCH MULTIPLE SOURCES OF POWER POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS FOR SOLAR PV SYSTEM � OVERCURRENT DEVICE ZC, LABEL LOCATION: LABEL LOCATION: I ADJACENT TO PV BREAKER AND ESS INSTALLED WITHIN 3'OF RAPID SHUT DOWN S u n r u n OCPD(IF APPLICABLE). SWITCH PER CODE(S):NEC 2023:690.56(C)(2), PER CODE(S):NEC 2023:705.12(B)(3)(2), CEC 2022:690.56(C)(2),IFC 2016:1204.5.3 CEC 2022:705.12(B)(3)(2) , 4" SOLAR PANELS ON ROOF 1 A WAR SOLAR PV SYSTEM EQUIPPED #180120 THIS EQUIPMENT FED BY Ses MYLES STANDISH BLVD.TAUNla+,MA,nneo-zui MULTIPLE SOURCES.TOTAL WITH RAPID SHUTDOWN `HO NE 0 RATING OF ALL OVERCURRENT MAIN PANEL (I NT) CUSTOMER RESIDENCE: DEVICES EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE STEPHANIE BABETTO SHALL NOT EXCEED AMPACITY OF ' 44 MADISON AVE,YARMOUTH, BUSBAR i,. MA,02664 LABEL LOCATION: TURN RAPID SHUTDOWN PV LOAD CENTER OF APPLICABLE)AND SWITCH TO THE"OFF" SOLAR EueEs SERVICE ENTRANCE TEL.(774)470-8765 ANY PANEL THAT UTILIZES"THE SUM POSITION TO SHUT DOWN APN:YARM-000088-000100 OF BREAKERS RULE". PV SYSTEM AND REDUCE —FUSED AC DISCONNECT PROJECT NUMBER: PER CODE(S):NEC 2023:705.12 (B((3)(3),CEC 2022:705.12(B)(3)(3) SHOCK HAZARD IN THE PRODUCTION METER 223R-044BABE ARRAY. .11 PV SYSTEM DISCONNECT INVERTER (EXT) DESIGNER: (415)58oa920 e><3 MAXIMUM AC OPERATING CURRENT:32.00 AMPS 44 MADISON AVE, YARMOUTH, MA, 02664 JOANACAUNTOY NOMINAL OPERATING AC VOLTAGE' 240 VAC __. i SHEET LABEL LOCATION: SIGNAGE LABEL LOCATION: ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE PER CODE(S):NEC 2023:705.10,710.10,CEC 2022:705.10,710.10 AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF DISCONNECTING MEANS TO WHICH THE PV SYSTEMS INTERCONNECTION. ARE CONNECTED. REV:A 3/3/2023 PER CODE(S):NEC 2023:690.54,CEC 2022:690.54 PER CODE(S):NEC 2023:690.56(C),CEC 2022:680.56(C) PAGE PV-5.0 Ternpat•ve on_40.117 4 4 Uvl:uJlyl I CI IVCIUpJ IU.U/vct,ouu-rupw-4G /u-YJU I/J IwN/1uv ti r ow Sunrun BrightSaveTM Agreement Stephanie Babetto 44 Madison Ave, Yarmouth, MA, 02664 Take Control of Your Electric Bill SO 25 Years $201 $0 . 180 Deposit due Agreement Term Length Monthly Bill for Year Year 1 Cost per kWh Today (3.5% annual increase One (plus taxes, if applicable; (excluding upfront in monthly bill) includes $7.50 discount for payment, if any) Auto-Pay enrollment) WE'VE GOT YOU COVERED WITH OUR WORRY-FREE SERVICE I13> C;) • We provide hassle-free We monitor the system We warrant, insure. Selling your home? design, permitting, and to ensure it runs maintain and repair We guarantee the buyer installation. properly. the system. We will qualify to assume also provide a 10- your agreement. year roof warranty. A SOLAR SYSTEM DESIGN FOP YOUR HOME You get a 11.31 k'iV DC Solar System With 29 Solar Panels and 1 Inverter(s) Which will produce an est. 13.388 kWh in its first year And offset approx.151% of your current. estimated electricity usage YOUR SALES REPRESENTATIV Lineker Kamm lineker.kammer@sunrun.co (774) 505-27£ LJUI.UJIly.1 I CIIVCIUpe ILJ.Li/UCIJ1DUU-r.7M/-YLLele-0O/LJ-YJU I/J 1.+MMULJ 1. 1 - f �' `r IBy signing below, you acknowledge that you have reviewed and received a complete copy of the Agreement without any blanks. Such Agreement shall be the complete understanding between the Parties. SUNRUN I T RpN SERVICES INC. Signatur : 743F7F08BAFF467... Print Name: Natalia Figueredo Date: 3/3/2023 Title: prnjert opPratinns Federal Employer Identification Number: 26-2841711 IF YOU CHOOSE TO PAY BY CHECK. MAKE CHECKS OUT TO SUNRUN INC. NEVER MAKE A CHECK OUT TO A SALES REPRESENTATIVE. OUR SALES REPRESENTATIVES ARE NOT AUTHORIZED TO RECEIVE CHECKS IN THEIR OWN NAMES. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE TENTH EFFECTIVE DATE. PLEASE REVIEW THE ATTACHED NOTICES OF CANCELLATION FOR AN EXPLANATION OF THIS RIGHT. Customer , count Holder Secondary Account Holder (Optional) '05Sk +its Stephanie Babetto Signature 2/28/2023 Date Print Name Email Address`: sbabetto14@gmail .com Mailing Address: 44 Madison Ave Yarmouth. MA 02664 Phone: (774) 470-8765 E is :iat e5 e "t't be L ste I >✓;:.'1.i/7 TO I- fC;7;. . -',)IN:/...P,Ce, > 't 1. ;7,5..e!C`!^t;1770171- ..'r5`S 01.O..;e.r Ce.S. Sales Consultant By signing below/achnow/ed_ge that/am Sunrun accredited that/presented this agreement according to Co&sifA?Edbte Code of Conduct and that/obtained the homeowners signature on this agreement. s ._9iAtiCtiv °6.41,4% eti stiuti° u 4 A... Lineker Kammer Print Name 100_69101R bunrun ID number Sunrun Installation Services Inc. 1225 Bush Street. Suite 1400. San Francisco. CA 94104 1888.GO.SOLAR I HIC 180120 Contract Version: 202001V1 Generation Date: 2/2812023 Proposal ID: PK4CDV66CF77-H Version 202001V1 21 - - • "- 1 1