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HomeMy WebLinkAboutBLD-23-004050 f y ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department ..,---4 ''•r- 1146 Route 28,South Yarmouth,MA 02664-4492 ,f 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 { Building Permit Number: [')Lb_ g 3 -DO 140 50 Date Applied: —T//e -. 1, EIVEC Building ctal`(Print line) Si attire E ate SEC ON 1:SITE INFORMATION JAN 23 2023 j 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers _ 31 Pond St#A 60 253 BIIILDINQ DEPARTMENT 1.1 a Is this an accepted street?yes no Map Number Parcel Number ey�____4_ ______.__-.._T 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) I Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided I — I 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Isabella Marino Yarmouth MA 02664 Name(Print) City,State,ZIP 31 Pond St#A (508)246-8459 izzymarinoofficial@gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 1 Existing Building Owner-Occupied 'f Repairs(s)-❑ Alteration(s)`I Addition 0 Demolition 0 I Accessory Bldg.0 Number of Units Other !Sa Specify: Roof Mounted Solar Brief Description of Proposed Work: Installation of a interconnected, roof mounted, photovoltaic solar energy system consisting of 44 solar panels producing 17.16 Kw DC. NO ESS SECTION 4:ESTIMATED CONSTRUCTION COSTS. • Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 9678 , 1. Building Permit Fee:S ic-i Indicate how fee is determined: 2.Electrical $ 22583 I ❑Standard City/Town Application Fee ❑Total Project Cost°(Item 6)x multiplier x 3.Plumbing S 2. Other Fees: S 4.Mechanical (HVAC) $ List: e•F'y if A t..30 6 / "'5{{ i 5.Mechanical (Fire $ Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 32560 0 Paid in Full 0 Outstanding Balance Due: • \tiN f:t•t i, SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-040622 08/01/2023 Stephen Kelly License Number Expiration Date Name of CSL Holder U List CSL Type(see below) 16 Parkway Rd. No.and Street Type Description Stoneham MA, 02180 U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted I8 2 Family Dwelling City/Town,State,ZIP M , Masonry RC f Roofing Covering • WS Window and Siding SF Solid Fuel Burning Appliances 978 793-7881 eastmapermits@sunrun.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 1 HIC - 180120 10/13/2024 Sunrun Installation Services Inc./ Stephen Kelly HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 21 Worlds Fair Dr. eastmapermits@sunrun.com_ No.and Street 978 793-7881 Email address Somerset, NJ, 08873 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 ❑ -11 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. Isabella Marino See Attached Contract 1/19/2023 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 a 2g/ 1/19/2023 Print Owners or Authorized Agen's Nam lectronic Signature) Date NO 'S: t. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Lformation on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" 1 Commonwealth or Massachusetts Construction Supervisor Dlvtsion of Professional Llcertwre Unrestricted -Buildings of any use group which contain Board of Building Regulations and Standards less than 30,000 cubic feet 1s91 cubic meters)of enclosed space. CS-040622 Es,p lres.08;01 2023 STEPHEN A$ELLY to PARKWAY'ROAO STONEHAM MA 021111 Failure to possess a current edition of the Massachusetts Commissioner ,,., :: ,., t,, State Building Code is cause for revocation of this license. For Mforrrretion about this license Call(017)7273200 or visit wwwmass,govtdpf THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington fret-Suite 710 Boston,Massachusell-Q0118 Home Im ent Contractor Registration •Type' Supplement Card SUNRUN INSTALLATION SERVICES INC. I— 180120 21 WORLDS FAIR DR : — •'� :EapMon= la/13/2024 SOMERSET.NJ 08873 E. IIIP Uplift Aeearend Return Card 11E COMMONWEALTH OF MASSACHUSETTS Mee of Consumer ARNre&Business Re gulauon R.gslnbon valid for.ndMdual use only before the NOME IMPROVEMEN7,CONTRACTOR efp4reflon dete.8 found return to: TYPE:Supp5mem Card ORlra of Convener Affair.and Somme.Regulation gig ' n 1000 Waalungtor Street-Suae 110 180120 10/132024 Roston,MA 021.8 &UNRUH INSTALLATION SERVICES INC. STEPHEN KELLY 225 BUSH STREET C.__i4 SuiTE 1400 f — SAN FRAN(ASCO,CA 94104 U11AMSeaauWy Valid without gnature Stephen A Kelly 695 Myles Standish Blvd Taunton MA 02780 TEL:978-793-7881 Email: eastmapermits@sunrun.com �.....41 SUNRINC-02 LWANG2 ACORO DATE(MMIDD/YYYY) �, CERTIFICATE OF LIABILITY INSURANCE 8i31/2022 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 cpNTACT Walter Tanner NAME: Alliant Insurance Services,Inc. 'PHONE FAX 560 Mission St 6th Fl (A/C,No,Eat): I(A/c,No): San Francisco,CA 94105 mass,Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC 8 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: 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. EXCLUSION_S AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR IADDLISUBRI POLICY EFF i POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) IMM/OD/YYYY) LIMITS A X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE ` X OCCUR MKLV5ENV103749 10/1/2022 10/1/2023 DAMAGES(ga rr 1,000,000 � PREMISES(I:a ocwrrence) $ 5,000 MED EXP(Any one person) $ _ - PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 ^-1 POLICY I X PEI- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X I OTHER Retention:$100,000 Per Project Agg $ 5,000,000 —1 COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY ,-(Ea accident) $ ANY AUTO ', BODILY INJURY(Per person) $ OWNED Ali SCHEDULED AUTOS ONLY I AUTOS BODILY INJURY(Per accident),$ AUTOS ONLY NON-OWNED ONLY � �EtRTY 4GE $ S B ' UMBRELLA LAB X I OCCUR I EACH OCCURRENCE $ _ 4,000,000 X EXCESS LIAB 1 CLAIMS-MADE 001072261 10/1/2021 10/1/2022 AGGREGATE s 4,000,000 I DED ' RETENTIONS i $ 1 AND EMPLOYE WORKERS RS'COMPENSATIONILY -X-STATUTE ERA WC614287601 10/1/2022 10/1/2023 1,000,000 I ANY PROPRIETOR/PARTNER/EXECUTNE N N/A ,F E L_EACH ACCIDENT $ O�F�FICER/MEMRER EXCLUDED? 1,000,000 (Atendatory m NH) I E.L.DISEASE-EA EMPLOYEE $ If es.describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ I 1 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. 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 C s1_-C ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts 4 Department of Industrial Accidents l t; Office of Investigations (‘ ctt 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 /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.® I am a employer with 50 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 El New construction 2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition workingfor me in anycapacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp.insurance.. required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.21 Other Roof Mounted Solar comp. insurance required.] *My 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. tContractors 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: 31 Pond St#A 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: A'ryalea2," Date: 1/19/2023 Phone#: 978-793-7881 Official use only. Do not write in this area,to he completed by city or town official. City or Town: Permit/License# Issuing Authority(check one): 10Board of Health 20 Building Department 31:City/Town Clerk 4.0 Electrical Inspector 50Plumbing Inspector 6.171Other Contact Person: Phone#: A w By 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 afpN SERVICES INC. Signatur COa4 Bala F9A27AE333064FF. Print Name: collyn Balderama Date: 12/8/2022 Title: pro}ect nperatinnc 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 eduscount Holder Secondary Account Holder (Optional) L81SOTI/Rwe Isabella Marino Signature 12/8/2022 Date Print Name Email Address*: i zzymari nooffi ci al @gmai 1 .com Mailing Address: 31 Pond St #A Yarmouth, MA 02664 Phone: (508) 246-8459 Email addresses will be used by Sunrun for official correspondence. such as sending monthly bills or other invoices. Sales Consultant By signing below/acknowledge that I am Sunrun accredited, that J presented this agreement according to coFSsrerrma Code of Conduct, and that/obtained the homeowner's signature on this agreement. .n .a nn.�. 7 ig'rn'a'tu4rpe_. Thiago Barros Print Name 1554049374 Sunrun ID number Sunrun Installation Services Inc. 1 225 Bush Street. Suite 1400. San Francisco, CA 94104 1888.GO.SOLAR 1 HIC 1 1 =V EV projects@evengineersnet.com 276-220-0064 MINK ENGINEERS http://www.evengineersnet.com 1/18/2023 RE:Structural Certification for Installation of Residential Solar ISABELLA MARINO:31 POND ST#A,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 Rafters at 24 inches,True Cut 2X6 Rafters at 33 inches and 3X6 Rafters at 34 inches.The slope of the roof was approximated to be 26,33,36 and 37 degrees. After review of the field observation data 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 C 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, 4EA�tN of M4Ssgc o� b VINCENT oP Vincent Mwumvaneza, P.E. O MWUMVANEZA EV Engineering, LLC NoCIVIL 2 projects@evengineersnet.com p; // �,o �� Signed 1/18/2023 .4i. , ..: ER \�F, http://www.evengineersnet.com ONAIENG 1/1 mom IF EV projects@evengineersnet.com 276-220-0064 mm ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 1/18/2023 Job Address: 31 POND ST#A YARMOUTH,MA,02664 Job Name: ISABELLA MARINO Job Number: 0118231M 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 C References NDS for Wood Construction STRUCT ONL A,tH 0FM4 � SSR 04, VINCENT Gs Sincerely, o MWUMVANEZA CIVIL Vincent Mwumvaneza,P.E. i� 2 EV Engineering, LLC .; ER�o c proiects@evengineersnet.com •�` ONA�EN�'\ Signed 1/18/2023 http://www.evengineersnet.com 1/1 • • wool IF EV • 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= C ASCE 7-10 Sec 26.7.2 Exposure= C ASCE 7-10 Sec 26.7.3 Topographic Factor,KZT= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= 26.0 Degrees Adjustment Factor,A= 1.21 ASCE 7-10 Figure 30.5-1 a= 3.20 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)= 21.29 29.99 47.28 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 A x KZT x Pnet30)= 11.41 11.41 11.41 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachement max.spacing= 2 ft Staggered 224 Ibs/in Lag Screw Penetration (Minimum) 2 in Allowable Capacity= 224 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 2 3.3 63.3 46.8 2 2 3.3 91.6 46.8 3 3 4.9 221.7 70.2 Max= 221.7 < 224 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 mom y EV projects@evengineersnet.com 276-220-0064 ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing MI 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 36.7 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.733 Max Length,L= 8.92 ft Tributary Width,WT= 24 in Dr= 10 psf 20 plf PvDL= 3 psf 6 plf Load Case: DL+0.6W Pnet+PPVcos(6)+PDL= 48.8 plf Max Moment, M„= 349 lb-ft Conservatively Pv max Shear 46.8 lbs Max Shear,Vu=wL/2+Pv Point Load= 163 lbs Load Case: DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+PPVcos(6)+PDL= 70 plf Mdown= 500 lb-ft Mallowable=Sx x Fb'(wind)= 534 lb-ft > 500 lb-ft OK Load Case: DL+S Ps+Pp cos(8)+PDL= 52 plf Mdown= 372 lb-ft Mallowable=Sx x Fb'(wind)= 384 lb-ft > 372 lb-ft OK Max Shear,Vu=wL/2+Pv Point Load= 312 lbs Member Capacity SPF 2X4 Design Value CL CF C; C. 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, Maii=Fb'Sxx= 333.8 lb-ft DCR=Mu/Mau= 0.92 < 1 Setry Allowable Shear,Vali= 2/3Fv'A= 472.5 lb DCR=Vu/Va,1= 0.33 < 1 Satisfactory. 1/1 • yEV projects@evengineersnet.com 276-220-0064 aim ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 46% Dpv and Racking 3 psf Averarage Total Dead Load 11.4 psf Increase in Dead Load 5.5% 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 -ISABELLA MARINO.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 1 •SYSTEM SIZE:17160W DC,12000W AC •ALL WORK SHALL COMPLY WITH MA 9TH ED.CMR 780(2015 IRC/IBC/IEBC). SERVICE ENTRANCE •MODULES:(44)TRINA SOLAR,TSM-390DE09C.07 MUNICIPAL CODE.AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION PV•1.0 COVER SHEET •INVERTERS(1)SOLAREDGE TECHNOLOGIES: INSTRUCTIONS. PV•2.0 SITE PLAN SE6000H-USSN,(1)SOLAREDGE TECHNOLOGIES: Mp MAIN PANEL SE6000H-USSN •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2023. PV-3.0 LAYOUT •RACKING:TOPSPEED,SEE DETAIL SNR-OC-30004 PV-3.1 LAYOUT •TRENCHING REQUIRED:DC WIRE TO BE TRENCHED 15 FT •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2023. SP SUB-PANEL IN DIRT MATERIAL. PV-4.0 ELECTRICAL •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. SM SUNRUN METER •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. PM PV PRODUCTION 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 AC CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). (AC AC DISCONNECT(S) •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). DC I= DC DISCONNECT(S) •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. •13.35 AMPS MODULE SHORT CIRCUIT CURRENT. CB IQ COMBINER BOX •20.85 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(A)8,690.8(B)]. ABBREVIATIONS E—1 INTERIOR EQUIPMENT A AMPERE L_I SHOWN AS DASHED -PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 690.12(B)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE AC ALTERNATNGCLIRRENT LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION s u n r u n AFC ARC FAULT CIRCUITNTERUPTER CHIMNEY VW AZIMUTH ` COMP COMPOSITION DC DIRECT CURRENT ATTIC VENT #180120 LEI EXISTING FLUSH ATTIC VENT VICINITY MAP PVC PIPE VENT MAMYLESSTANDST4.VD..TAUMON.FM 02/WMI ESS ENERGY STORAGE SYSTEM PHONE EXT EXTERIOR ,6 METAL PIPE VENT CS NT INTERIOR RASP MAIN SERVICE PANEL Si T-VENT ', yy` ISABBELLA MARINO RESIDENCE LLA r . 31 POND ST#A,YARMOUTH, MA,02664 IN) NEW re--� SATELLITE DISH BaSy ION NOT TOSCALE TEL.(508)246-8459 OC ON CENTER ' FIRE SETBACKS APN:YARM-000060-000253 PRE-AS PREFABRICATED f" lam:�( South Y i cIi:th Mrs 02(0,4 PROJECT NUMBER: PSF POUNDS PER SQUARE Fool 223R-031MARI L` PV PHOTOVOLTAIC J , HARDSCAPE —PL— PROPERTY LINE DESIGNER. (415(5806920 ex3 REID RAPID SHUTDOWN DEVICE SOLAR MODULES DAVID CLARK TL TRANBFOR MERLE SS SCALE.NTS .. V('..) SHEET TYP TYPICAL Y volTS REV NAME DATE COMMENTS COVER SHEET W WATTS • REV:A2 1/18/2023 LAN LANDSCAPE --TOPSPEED PAGE FOR PORTRAIT MOUNT PV-1.O rsmpls.•.,wn_I 087 SITE PLAN-SCALE=1/16"=1'-0" SITE PLAN DETAIL-SCALE=1/64"=1'-0" T (E)RESIDENCE (E)RESIDENCE (N)ARRAY AR-02 °` ®®EX: (E)DETACHED 4 • STRUCTURE P- L , 4,'00 \it AMP „ -1���•�•� r VO'I° , • SO $4. , 1 ) (N)ARRAY AR-04— " (N)ARRAY AR-01 I f DC (N)ARRAY AR-03 sunrun (N)CONDUIT RUN ---- - ' (ENTRENCHED-15 FT) DC t$444 ' #180120 m' eoacs srw,a�xw.lAurrtw,w.anorxr0E moo CUSTOMER RESIDENCE: ISABELLA MARINO 31 POND ST#A,YARMOUTH, (N)ARRAY AR-06 MA,02664 ARRAY TRUE PV AREA —(N)ARRAY AR-05 PITCH AZIM (SOFT) TEL.(508)246-8459 AR-01 36° 150° 331.1 ' APN:YARM-000060-000253 PROJECT NUMBER: AR-02 37° 330° 248.3 223R-031MARI • AR-03 36° 150° 41,4 DESIGNER: (415)580-6920 ee3 AR-04 36° 240° 103.5 DAVID CLARK AR-05 28° 240° 124.2 SHEET AR-06 33° 60' 621 ' SITE PLAN REV:A2 1/18/2023 PAGE PV-2.O rempse M,a+oe_4087 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name Type Height Type Max OC Detail Minimum Number of Mounts per Up-Slope Max Landscape Max Portrait MAX DISTRIBUTED LOAD:3 PSF Span Spacing Edge Overhang Overhang SNOW LOAD:30 PSF COMP SHINGLE- 12'- WIND SPEED: AR-01 TOPSPEED 2-Story 3X6 RAFTERS 11„ 34" TOPSPEED,SEE DETAIL SNR-DC-30004 2 1'-5" 0..10" 140 MPH 3-SEC GUST. _ S.S.LAG SCREW AR-02 COMP SHINGLE- 2-Story 3X6 RAFTERS 12'-9" 34" TOPSPEED,SEE DETAIL SNR-DC-30004 2 1,-5„ 0' 10" (4)1!4"W000 SCREWS FULLY TOPSPEED PENETRATING THROUGH WOOD COMP SHINGLE- DECK I AR-03 TOPSPEED 1-Story TRUE CUT 2X6 RAFTERS 11'-3" 33" TOPSPEED.SEE DETAIL SNR-DC-30004 2 1'-5" 0'-10" • 1 D1-AR-01-SCALE:1/8"•1'-0" D2-AR-02-SCALE:1/8"•1'-0" AMA:150° AZIM:330° PITCH:38° PITCH:37° ' 34.-10" - - -12,-6" 17,_5" 5'-11"— 11'-7" - -7�~ ITRUC w t �� VINCEM yG�, 0 0 0 0 0 0 0 0 0 0 - - 0 MWUMVANEIA 3 IEl • CIVIL "' e e e e e e o --o 0 o e o _..0..__-.o -co....._...© .©--_.$--- �. EO We 10-11 I �,,' eMAEENow o o- O O O O O O O O O O —e O 10'-11" ,, Signed 1/18/2023 o o - 0 0 0 0 0 0 0 0 •I o o 0 -.-..--.o---,- 3,,6 3' -,_I --" ----o 0 0 0 -III 8'4" 29' 1T-5" 34'•10"5 S u n ru n #180120 D3-AR-03-SCALE:1/8"•1-0" 8116 aE MY S SUMO.BM.TAUMW.M°a2/WM1 AZIM:150' 7'— —5-9"— —}1'-5 INSTALLERS SHALL NOTIFY ENGINEER OF ANY iARO PITCH:36° POTENTIAL STRUCTURAL ISSUES OBSERVED CUSTOMER RESIDENCE PRIOR TO PROCEEDING W/INSTALLATION. ISABELLA MARINO MOUNT NUMBER FOR LEADING DOWN SLOPE EDGE 31 POND ST#A,YARMOUTH, SHALL MATCH REQUIREMENTS LISTED ABOVE MA,02664 10'-3" INSTALL PER TOPSPEED'"'INSTALLATION MANUAL CONTRACTOR MAY SUBSTITUTE SNAPNRACK TEL.(5081246-8459 DECKTRACK MOUNTS(SNR DETAIL SNR-DC-00453) APN.YARM-000080-000253 WITH MAX OVERHANG OF 6 �. PROJECT NUMBER' 223R-031MAR1 3 4" DESIGNER: 1415)580-8920 ex3 73 _ DAVID CLARK O SHEET LAYOUT SEE SITE PLAN FOR NORTH ARROW 3'B"{- REV:A2 1/18/2023 PAGE PV-3.0 TompBro wiwn an Si • ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name Type Height Type Max OC Detail Minimum Number of Mounts per Up-Slope Max Landscape Max Portrait MAX DISTRIBUTED LOAD:3 PSF Span Spacing Edge Overhang Overhang SNOW LOAD:30 PSF COMP SHINGLE- WIND SPEED: AR-04 TOPSPEED 1-Story TRUE CUT 2X6 RAFTERS 11'-3" 33" TOPSPEED,SEE DETAIL SNR-DC-30004 2 1'-5" 0'-10" 140 MPH 3-SEC GUST. S.S.LAG SCREW - AR-05 COMP SHINGLE- 1-Story 2X4 RAFTERS 8'-11" 24" TOPSPEED,SEE DETAIL SNR-DC-30004 2 1'-5" 0'-10" (4)1/4 WOOD SCREWS FULLY TOPSPEED PENETRATING THROUGH WOOD • COMP SHINGLE- DECK AR-O6 TOPSPEED 1-Story 2X4 RAFTERS 5'-Cr 24" TOPSPEED.SEE DETAIL SNR-DC-30004 2 1'-5" 0'-10" • D4-AR-04-SCALE:1/8"=1'-0" D5-AR-05-SCALE:1B".1'-0" AZIM:240° —5'-8"— —5'-11"— AZIM:240° PITCH.36" 11-7" PITCH 26" ` STRUCT ; 00 10"-} 1T-5" }3,_3'•} ❑ Eg 1,_11" I I Signed 1/18/2023 • EEL--e-1—e- 1 I 3,!1„ S' —5'-1'—{1T sunrun #180120 D6-AR-06-SCALE:1/8"=1'-0" SKr+ussTwxxKIN Kw.rwNTON.w.017e0.7u7 AZIM:60° 1'-6" —' 1T-5" ,1'-11" INSTALLERS SHALL NOTIFY ENGINEER OF ANY `" � PITCHY 33" POTENTIAL STRUCTURAL ISSUES OBSERVED CUSTOMER RESIDENCE: PRIOR TO PROCEEDING W/INSTALLATION. ISABELLA MARINO ___ MOUNT NUMBER FOR LEADING DOWN SLOPE EDGE 31 POND ST#A.YARMOUTH, SHALL MATCH REQUIREMENTS LISTED ABOVE MA.02664 • 2'-11" INSTALL PER TOPSPEEO'"INSTALLATION MANUAL • CONTRACTOR MAY SUBSTITUTE SNAPNRACK • TEL(508)246-8459 O O 0 0 - 0 O - i DECKTRACK MOUNTS(SNR DETAIL SNR-DC-00453) qpN YARM-000060-000253 WITH MAX OVERHANG OF 6"3.7" PROJECT NUMBER: 223R-031MARI O O 0 0 0 0 1'-10" DESIGNER: (475)580.8920 ex3 DAVID CLARK SHEET LAYOUT REV A2 1/18/2023 SEE SITE PLAN FOR NORTH ARROW PAGE PV-3.1 re,.pre.emmn 4 0 87 IN)HEAVY DUTY (N)HEAVY DITTY SAFETY SWITCH SAFETY SWITCH AxTXw BOr PV MODULES DC DISCONNEC�TT DC DISCONNECT OK T..B.' —J• l W I • TRITM•// S WIRED IN (OPMODUL OF DEoaC of F IB�TPA I 120140 VAC SQUARED SQUARE D SINGLE BLASE HU381R8 HU381RB SOIMEDGE POWER OPTIMIZERS SERVICE SCAAREDGE TECHNOLOGIES W.30A BOOVDC W.WA.BOVOC SMO SEB00EH-USSN k-- O EVE ERSOURCE 2200760 BOO WATT INVERTER 2 oR E A STON BOO PV MODULES 1 GWNEM o1 TRINA SOLAR TSM-390DEOBC.07 UTILITY —. (� /� // (12)MODIREb GRID—� �/• —� / OPTIMIZERS WIRED IN. SUPPL S.Y NOTE TOTAL BACKFE ED•B3A I ��1116ERIES OF 11210PTMIZER3 ' III,' USED FOR INTERCONNECTION IN)100A PV LOAD '---1 I CALCULATIONS CENTER LOAD RATEOOC DISCONNEC 4.�� WITH AFQI.RAPID SHUTDOWN ANFDGE POWER OPfIMZERS '��::ll LOCKABLE COMPLIAANT SMO �( EXISTING 200A BLADE TYPE IN)IAA SMART — _ Q MAIN BREAKER FUSED AC UTILITY '1fI SOLAREDGE TECHNOLOGIES BEOOH-USSN ( DISCONNECT RE VNNUE BOO WATT INVERTER _CTION eW WMODULES EXISTING M M ] oR EoIMALEM 1e TRINA SOLAR.TSM-JSODE MC.07 ��/y\ Ory / 12J1 MODULES L--,�;PANEL MAW `o.. O — W 7 �/• i' —.— U •L// OPTIMIZERS WIRED IN. FACRffY RIES CF(12)OPTIMIZERS 70A FUSES / 11„ 1 W I (I)SERIES OF II I)OPTIMIZERS LOADS J.44'o SQUARED 240V METER SOCKET 35A BREAKER(A) LOAD RATED DC DISCONNECT D223NRB 100A CONTINUOUS 35A BREAKER(RI WITH AFCI,RAPID SHUTDOWN SOLAREDGE POWER OPTIMZERS 3R.1OA UTIL.S.Oi mar COMPLIANT SMO 120'2M0VAC AIM AT TOP low AT WOW. CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER 1 a NONE (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER s u n r u n 2 3/4"EMT OR EQUIV. (2)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 2a 3/4"EMT OR EQUIV. (4)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 3/4"SCH 40 PVC #180120 (BELOW GROUND) 2T (2)10 AWG THHN/THWN-2 NONE (1) W 10 AWG THHN/THN-2 3/4"SCH 80 PVC q ONIEOa STAraSH[SW TAUNTON..0neonv (ABOVE GROUND) TAT 0 3 3/4"EMT OR EQUIV. (2)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 CUSTOMER RESIDENCE: _ ISABELLA MARINO 4 1"EMT OR EQUIV. (2)4 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 31 POND ST#A.YARMOUTH, MA,02664 MODULE CHARACTERISTICS TEL.(508)246-8459 S440 OPTIMIZER CHARACTERISTICS: TRINA SOLAR:TSM-390DE09C.07. 390 W MIN INPUT VOLTAGE: 8 VDC APN.YARM-000060-000253 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-031MARI SHORT CIRCUIT CURRENT. 13.35 A MAX OUTPUT CURRENT 15 ADC DESIGNER: (415)580-6920 ex3 SYSTEM CHARACTERISTICS-INVERTER 1 SYSTEM CHARACTERISTICS-INVERTER 2 DAVID CLARK SYSTEM SIZE. 8190 W SYSTEM SIZE. 8970 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE. 13 V SYSTEM OPEN CIRCUIT VOLTAGE: 12 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 380 V SYSTEM OPERATING VOLTAGE: 380 V MAX ALLOWABLE DC VOLTAGE: 480 V MAX ALLOWABLE DC VOLTAGE. 480 V REV A2 1/18/2023 SYSTEM OPERATING CURRENT: 21.55 A SYSTEM OPERATING CURRENT 23.61 A SYSTEM SHORT CIRCUIT CURRENT 30 A SYSTEM SHORT CIRCUIT CURRENT. 30 A PAGE PV-4.0 7em0M1M rerSI00-r0e7 INVERTER t NOTES AND SPECIFICATIONS •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2023 ARTICLE AWARN2 110.21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 890.OR PHOTOVOLTAIC DC DISCONNECT IF REQUESTED BY THE LOCAL AHJ. •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE ELECTRICAL SHOCK HAZARD MAXIMUM SYSTEM VOLTAGE' 480 VDC WORDS,COLORS AND SYMBOLS •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING TERMINALS ON LINE AND LOAD METHOD AND SHALL NOT BE HAND WRITTEN. LABEL LOCATION •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT SIDES MAY BE ENERGIZED IN INVERTER(S).DC DISCONNECT(S). INVOLVED. THE OPEN POSITION') PER CODE(S)NEC 2023.890.53 •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z5354-2011,PRODUCT SAFETY INVERTER 2 SIGNS AM)LABELS,UNLESS OTHERWISE SPECIFIED LABEL LOCATION. •DO NOT COVER EXISTING MANUFACTURER LABELS. INVERTER(().AC/DC DISCONNECT(S). PHOTOVOLTAIC DC DISCONNECT AC COMBINER PANEL(IF APPLICABLE). PHOTOVOLTAIC NOTICE PER CODE(S)NEC 2023.890.13(B) MAXIMUM SYSTEM VOLTAGE. 480 VDC PV SYSTEM COMBINER PANEL LABEL LOCATION. DO NOT ADD LOADS TO THIS PANEL INVERTER(S),DC DISCONNECT(S). DC DISCONNECT LABEL LOCATION PER CODE(S).NEC 2023:60.53 LOAD CENTER LABEL LOCATION: (Only use when applicable for PV load conler( FC,I WARNING: PHOTOVOLTAIC (P DISCONNECT DUAL POWER SUPPLY (PER CODE.FC.80.1t.3IFC 805.11.1.4 NEC 890.15,NEC 890.13(B)8 NEC 690.14CR.) I SOURCES:UTILITY GRID POWER SOURCE - — - — AND PV SOLAR ELECTRIC LABEL LOCATION. SYSTEM INTERIOR R AND EXTULL XR DCAI CONDUITG EVERY ST, AT EACH TURN,ABOVE AND BELOW PENETRATIONS. CAUTION : LABEL LOCATION. ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. UTILITY SERVICE METER AND MAIN PER CODE(S).NEC 2023:690.31(D)(2).IFC 2012. SERVICE PANEL 605.11.1.4 CAUTION PER CODE(S)NEC 2023 705 121C) RAPID SHUTDOWN SWITCH AWARNING MULTIPLE SOURCES OF POWER POWER SOURCE OUTPUT CONNECTION FOR SOLAR PV SYSTEM `�, DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION INSTALLED W ODE( OF NECO23DOWN SOLAR PANELS ON-1 sunrun LABEL LOCATION. SWITCH PER CODE(S), C 2023:890.56(C)(2),IFC ADJACENT TO PV BREAKER AND ESS 2012:605.11.1,IFC 2016 1204.5.3 ROOF _ OCPD(IF APPLICABLE) DC DISCONNECTS PER CODE(().NEC 2023 q ____- / I WARNING lii6D,2D • SOLAR PV SYSTEM EQUIPPED PHOTOVOLTAIC SYSTEM WITH RAPID SHUTDOWN MeasGM°•a.,,�a�w..Ava.p�.«,ona.,,r COMBINER PANEL `"10 DO NOT ADD LOADS CUSTOMER RESIDENCE: ISABELLA MARINO LABEL LOCATION 31 POND ST"A,YARMOUTH, PHOTOVOLTAIC AC COMBINER(IF APPUCABLE) MA,02664 PER CODE(S).NEC 2023'705.12(D/121(300) 3 TURN RAPID SHUTDOWN MAIN PANEL (INT) SWITCH TO THE"OFF" 1OU^�'"1L TEL(508)246-8459 POSITION TO SHUT DOWN INVERTERS (EXT) SERVICE ENTRANCE APN:YARM-000060-000253 PV SYSTEM DISCONNECT PV SYSTEM AND REDUCE PROJECT NUMBER: YMAXIMUM AC OPERATING CURRENT:50.00 AMPS SHOCK HAZARD IN THE PV LOAD CENTER FUSED AC DISCONNECT 223R-031MARI + ARRAY. II. PV PRODUCTION METER NOMINAL OPERATING AC VOLTAGE: 240 VAC DESIGNER: (415>680-8920 sx3 1 ABEL LOCATION 31 POND ST #A, YARMOUTH, MA, 02664 DAVIDCLARK 4C DISCONNECT((),PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. ----- SHEET PER CODE(().NEC 2023:690.54 LABEL LOCATION: PER CODES)NEC 2023'705.10.710.10 SIGNAGE ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE - DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. REV',A2 1/18/202' PER CODE(S).NEC 2023:690.58(C) PAGE PV-5.0 rempdn_..,.,u„.o 0/