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Home My WebLink AboutBLD-23-004563 mG�-7 d RECEIVED ONE & TWO FAMILY ONLY- BUILDING PERMIT y APR 2 b 3 Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 ,� ;1 PA�TMENT 8-2231 ext. 1261 Fax 508-398-0836 xI. SAP Massachusetts State Building Code, 780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling `" '` Dwelling This Section For Official Use Only Building Permit Number: cA,D — i D0.15 1 Date Applied: .�ti /2$nil ng Official cKint Name) ignature .."..4 Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&ParceI Numbers 39 Wildrose Ter 119 _ 26 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq It) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required I Provided Required Provided Required Provided 1.6 Water Supply: (ivi.G.L c.40,5 54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private❑ Zone: — Outside Flood Zone? i Check if yes❑ Municipal 0 On site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Ellen Latour Yarmouth MA 02664 Name(Print) City,State,ZIP 39 Wildrose Ter (413)478-4668 sane50991 @yahoo.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 I Existing Building-VI Owner-Occupied Repairs(s)�( Re airs(s) ❑ I Alteration(s) VI Addition 0 Demolition ❑ I Accessory Bldg. 0 I Number of Units J 1 Other l� Specify; Roof Mounted Solar Brief Description of Proposed Work'': Installation of a interconnected, roof mounted, photovoltaic solar energy system consisting of 11 solar panels producing 4.29 Kw DC. NO ESS SECTION 4:ESTIMATED CONSTRUCTION COSTS. via Item Estimated Costs: y!�9'a3 (Labor and Materials) Official Use Only 1.Building S 2420 1. Building Permit Fee:S ,[,cz,7 Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical S 5646 3.Plumbing $ 0 Total Project Cost3(Item 6)x multiplier x 2. Other Fees: $ 4.Mechanical (HVAC) $ List:__ 5.Mechanical (Fire $ Suppression) Total All Fees:$ • 6.Total Project Cost: S 8065 Check No. Check Amount: Cash Amount: I 0 Paid in Full El Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) Stephen Kelly CS-040622 08/01/2023 License Number Expiration Date Name of CSL Holder List CSL Type(see below) 16 Parkway Rd. U No.and Street Type Description Stoneham MA, 02180 U I Unrestricted(Buildings up to 35,000 cu.ft.) City/Town,State,ZIP R Restricted l&.2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 978 793-7881 eastmapermits@sunrun.com I Insulation Telephone Email address D f Demolition 5.2 Registered Home Improvement Contractor(HIC) Sunrun Installation Services Inc./Stephen Kelly HIC - 180120 10/13/2024 HIC Company Name or HIC Registrant Name HIC Registration Number Expiration Date 21 Worlds Fair Dr. eastmapermits@sunrun.com No.and Street Somerset, NJ, 08873 978 793-7881 Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(iMI.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 \V( 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. Ellen Latour See Attached Contract 04/25/2023 Prim 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 04/25/2023 Print Owner's or Authorized Agen's Nam lect:onic 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)Progam),will nor 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.cov/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 i 1 3. "Total Project Square Footage"may be substituted for"Total Project Cost" SUNRINC-02 LWANG2 A`oRoa CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 8/31/2022 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 c2NTACT Walter Tanner PHONE Insurance Services,Inc. PHONE FAX 560 Mission St 6th Fl (A/C,No,Ext): (A/C,No): San Francisco,CA 94105 noDREss:Walter.Tanner@alliant.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 San Luis Obispo,CA 93401 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER IMM/DDY/YYYyl IMM/DD/YYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR MKLV5ENV103749 10/1/2022 10/1/2023 DAMAGE TO RENTED 1,000,000 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 JELQT , LOC 2,000,000 X OTHER:Retention:$100,000 PRODUCTS-COMP/OP AGG $ Per Project Agg $ 5,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS ONLY AUTOS AUE� OWN BODILY INJURY(Per accident) $ TOS ONLY AUUTOS ONLY PROPERTY DAMAGE i (Per accident) $ $ B UMBRELLA LIAB X OCCUR 4,000,000 X EXCESS LIAB CLAIMS-MADE 001072261 EACH OCCURRENCE $ 10/1/2021 10/1/2022 AGGREGATE 4,000,000 _ DED RETENTION$ $ C WORKERS COMPENSATION $ I PER AND EMPLOYERS'LIABILITY Y/N X I STATUTE ERH ANY PROPRIETOR/PARTNER/EXECUTIVE WC614287601 10/1/2022 . 10/1/2023 OFFICER/MEMBER EXCLUDED? N N/A E.L.EACHACCIDENT $ 1,000,000 (Mandatory in NH) It yes,describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below 1,000,000 E.L.DISEASE-POLICY LIMIT $ I 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 Town of Yarmouth THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1146 Route 28 ACCORDANCE WITH THE POLICY PROVISIONS. South Yarmouth,MA 02664-4492 AUTHORIZED REPRESENTATIVE 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 Department of Industrial Accidents 91 —" Office of Investigations Lafayette City Center 2 Avenue de Lafayette, Boston,MA 02111-1750 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Sunrun Installation Services /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: 50 4. El am a general contractor and I Type of project(required): 1. Iamaemployerwith have hired the sub-contractors employees (full and/or part-time).* 6 New construction 2.❑ 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 working for me in any capacity, employees and have workers' [No workers' comp. insurance comp. insurance.+ 9 Building❑ addition required.] 5. ElWe are a corporation and its 10.0 Electrical repairs or additions 3.El 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 insurance required.] + c. 152, §1(4),and we have no 12.❑ Roof repairs employees. [No workers' 13.Z 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. 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 10/01/2023 Expiration Date: Job Site Address: 39 Wildrose Ter 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: „Al ,:1 2, Date: 04/25/2023 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): I❑Board of Health 20 Building Department 31:City/Town Clerk 4.0 Electrical Inspector 5Elumbing Inspector 6.DOther Contact Person: Phone#: Contatontioalut of 40 Melanin or Professional sj iirrr.iri��e- group villich«IMi Coen leis Olsen 114.000 sonic hat ac cubic slabf of sn�lssad Cs-040622 + 1 II FNIRIONA!' 9 L ► t�t01 rl023 STOtaimeuf t ; w ; )y4. ' , .;; 1,(4,00,i010 .4-:..,.. i t i missio F IC»rcha, * radium to proems a mina*a liioN of ele ailisilisiluselts iYlls Fors is anus for eawaniw IfTi►of s fiver s. istessiliss shad this irons Gi 017)727400 or visit wwwamsagovelpl THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer A I' inn Business Regulation 1000 Washing...! .-- -Suite 710 Bosto,_: --, Home Imp. . 118.istration _ 1 t it Type• 180120 Supplement Cant' S NNRUN IN AL AARpN SERVICES INC t-. 10/112 _ 3 E 10/13/2024 SOMERSET,NJ 08873Cf�-- � t - UPdete Address end Reber Card. THE COMMONWEALTH Or MASSACHUSETTS �1wCe�a � �Af eefaa Sureness ayuMmn !Y¢etrpbn wad for individual use only ek trs Vie TRACTOR SryirMeon de o.If kind MumOmTTPL ftc d on.of Consumer Alias and Snaln.re RspdrOon 5:. t000 WwMnsmn Street-SWN 710 SUNRUN INSTALLATION'1411 �3 Bombe MA 0211t7 1"r INF. STEPHEN ICELLY '' EIS BUSH STREET �J SUITE 1440 f�""r -1 Ge %t ry/R SAN FRAtrasco,CA 04104 Unde'xnetaty vied withoJC�V- re Stephen A Kelly 695 Myles Standish Blvd Taunton MA 02780 TEL: 978-793-7881 Email: eastmapermits@sunrun.com -_ EV projects@evengineersnet.com minim ENGINEERS 276 220 0064 http://www.evengineersnet.com 4/17/2023 RE:Structural Certification for Installation of Residential Solar ELLEN LATOUR:39 WILDROSE TERRACE,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 2X6 Rafters at 19 inches.The slope of the roof was approximated to be 25 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 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 ; Sincerely, ON1. 4,0S. OFlK4$44 VINCENT P,, Vincent Mwumvaneza, P.E. S MWUMVANEZA EV Engineering, LLC CIVIL projects@evengineersnet.com -p .y5: ERA <e, http://www.evengineersnet.com ` ONALOC1 Signed 4/17/2023 1/1 'T EV projects@evengineersnet.com 276-220-0064 minim. ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 4/17/2023 Job Address: Job Name: Job Number: Scope of Work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing.All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet 1 Cover 2 Attachment checks 3 Snow and Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 30 psf Wind Load (component and Cladding) V f.s , mph Exposure C References NDS for Wood Construction STRUCT ONL ��SH OF M4$S4_ Sincerely, �� VINCENT °a, o MWUMVANEZA CIVIL Vincent Mwumvaneza, P.E. N4 • EV Engineering, LLC / 10 proiectsPevengineersnet.com ' ONALENG\* http://www.evengineersnet.com Signed 4/17/2023 1/1 mumm T EV projects@evengineersnet.com mil► ENGINEERS 276 220 0064 http://www.evengineersnet.com Wind Load Cont. Risk Category= II ASCE 7-10 Table 1.5-1 Wind Speed (3s gust),V _ mph ASCE 7-10 Figure 26.5-1A Roughness= C ASCE 7-10 Sec 26.7.2 Exposure= ` , # k ASCE 7-10 Sec 26.7.3 Topographic Factor,KZT= 1.00 ASCE 7-10 Sec 26.8.2 Pitch Degrees " g Adjustment Factor,A= 1.21 ASCE 7-10 Figure 30.5-1 a= 3.10 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 A x KZT x Pnet30)= 21.29 29.99 47.28 Equation 30.5-1 Down pressure(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= 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 4.75 15.4 300.8 222.4 2 4.75 7.7 217.6 111.2 3 2 3.3 147.8 46.8 Max= 300.8 < 512 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 =V EV projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing 11111111 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 29.7 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.75 Max Length,L= 9.9 ft Tributary Width,WT= 19 in Dr= 10 psf 15.83 plf PvDL= 3 psf 4.75 plf Load Case:DL+0.6W Pnet+PPVcos(6)+PDL= 38.6 plf Max Moment, M„= 347 lb-ft Conservatively Pv max Shear 111.2 lbs Max Shear,V„=wL/2+Pv Point Load = 213 lbs Load Case:DL+0.75(0.6W+5)) 0.75(Pnet+Ps)+Ppvcos(8)+PDT= 56 plf Mdown= 502 lb-ft Mallowable=Sx x Fb'(wind)= 1319 lb-ft > 502 lb-ft OK Load Case:DL+S Ps+PPVcos(8)+PDT= 50 plf Mdown= 447 lb-ft Mallowable=Sx x Fb'(wind)= 948 lb-ft > 447 lb-ft OK Max Shear,Vu=wL/2+Pv Point Load = 278 lbs Member Capacity Design Value CL CF C C, 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= 5.5 in Width, b= 1.5 in Cross-Sectonal Area,A= 8.25 in2 Moment of Inertia, IXX= 20.7969 in4 Section Modulus,S.= 7.5625 in3 Allowable Moment, Mail=Fb'SXX= 824.4 lb-ft DCR=M„/Ma„= 0.45 <1 Allowable Shear,Vail=2/3Fv'A= 742.5 lb DCR=V /V ' u an= 0.25 < 1 1/1 • V EV projects@evengineersnet.com 276-220-0064 mnim ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf or Roof with Pv 20% Dpv and Racking 3 psf Averarage Total Dead Load 10.6 psf Increase in Dead Load 2.4% *,' 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-ELLEN LATOUR.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 C v M $ N N O N W W W m1 o a� O W e Z ,2 o W I E p w o 4 x v < Cl) C < m . w F- wowU x q' o 0H w LL _ > � Z�o8 < Hg w 0 El o W 3 v> 'LC F-U < w W J < '2 O N (n x W > C7 ..,_ U w M Y ,< a(N D O CO K a Z = Z CO U O W WO 0 a cc H Z W~ O }Q N w mn J mm 5 Z F , o < & W O .355 o < _ O N o .-z? 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W F- C) p0a, WJOWOI- FzFm. > U a OUVz = HG4: U 0�Wr `-�. 07 2OmU°o �. � 2 W OZLLW `nHC�>y ^� - Q mZ � rc cO Uo° ~��.Wo Q gv a moUw �" gaQOOa 2 zz mcpiww 3aoa y 3¢?a Ii=1" EV projects@evengineersnet.com 276-220-0064 ENGINEERS http://www.evengineersnet.com 4/17/2023 RE:Structural Certification for Installation of Residential Solar ELLEN LATOUR:39 WILDROSE TERRACE,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 2X6 Rafters at 19 inches.The slope of the roof was approximated to be 25 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 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, oFMgss9c 4 VINCENT yIP Vincent Mwumvaneza, P.E. MWUMVANEZA cn CIVIL EV Engineering, LLC N, proiects@ evengineersnet.com !� �a �Q ER http://www.evengineersnet.com '.� oNatt14) Signed 4/17/2023 1/1 Imma- EV projects@evengineersnet.com 276-220-0064 mmilik ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 4/17/2023 Job Address: Job Number •,. 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.+� -;✓"� `s` r /rff.,, �rydl.;*a+'", v �x,Yylx•r%'r� �rk `yV`s Code ,rra: sc: ':rzC.r .�, • v .ae>.� �a�r��Sx�s-� •'� ��„f' 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 ��f��h�,:�..�•,., mph Exposure C References NDS for Wood Construction STRUCT ONE 040 OF M4s4 40 4, Sincerely, VINCENT LP o MWUMVANEZA N CIVIL Vincent Mwumvaneza, P.E. N' EV Engineering, LLC •;%�% Eski� `e projects evengineersnet.com r ONAIEN�'\� Signed 4/17/2023 http://www.evengineersnet.com 1/1 mom T EV projects@evengineersnet.com 276-220-0064 mum ENGINEERS http://www.evengineersnet.com Wind Load Cont. Risk Category= II ASCE 7-10 Table 1.5-1 Wind Speed (3s gust),V= mph ASCE 7-10 Figure 26.5-1A Roughness= C ASCE 7-10 Sec 26.7.2 Exposure= f , ASCE 7-10 Sec 26.7.3 Topographic Factor, KZT= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= " Degrees Adjustment Factor,A= 1.21 ASCE 7-10 Figure 30.5-1 a= 3.10 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 A x KZT x Pnet30)= 21.29 29.99 47.28 Equation 30.5-1 Down pressure(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=� :. 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 4.75 15.4 300.8 222.4 2 4.75 7.7 217.6 111.2 3 2 3.3 147.8 46.8 Max= 300.8 < 512 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 "oma•V EV projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing r 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 29.7 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.75 Max Length,L= 9.9 ft Tributary Width,WT= 19 in Dr= 10 psf 15.83 plf PvDL= 3 psf 4.75 plf Load Case:DL+0.6W Pnet+Ppvcos(0)+PDT= 38.6 plf Max Moment, Mu= 347 lb-ft Conservatively Pv max Shear 111.2 lbs Max Shear,V„=wL/2+Pv Point Load = 213 lbs Load Case:DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+Ppvcos(0)+PDT= 56 plf Mdown= 502 lb-ft Mallowable=Sx x Fb' (wind)= 1319 lb-ft > 502 lb-ft OK Load Case:DL+S Ps+Ppvcos(0)+Pei.= 50 plf Mdown= 447 lb-ft Mallowable=Sx x Fb' (wind)= 948 lb-ft > 447 lb-ft OK Max Shear,V„=wL/2+Pv Point Load = 278 lbs Member Capacity x � � J, Design Value Ct 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 = 5.5 in Width, b= 1.5 in Cross-Sectonal Area,A= 8.25 in' Moment of Inertia, IXx= 20.7969 in4 Section Modulus,SXX= 7.5625 in3 Allowable Moment, Mail=Fb'Sxx= 824.4 lb-ft DCR=M„/Mall= 0.45 < 1 Allowable Shear,V 3F 742.5 lb DCR=V / "' Vail=2/ v'A= uV a11= 0.25 < 1 1/1 • 1mm' EV projects@evengineersnet.com 276-220-0064 misma ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf or Roof with Pv 20% Dpv and Racking 3 psf Averarage Total Dead Load 10.6 psf Increase in Dead Load 2.4% , 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-ELLEN LATOUR.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 Docu6igri En1;-eTope ID:6B1A9844-01B6-4BF6-BC37-1F3D48B5E9F2 Sunrun BrightBuyTM Agreement Ellen Latour 39 Wildrose Terrace, Yarmouth, MA, 02664 Take Control of Your Electric Bill $500 $21 ,730.00 $0. 181 Amount Due at Amount Due Implied cost per kWh Signing at Installation OWN YOUR SYSTEM AND YOUR SAVINGS Buy your Solar System - its You may he eligible for a We also provide a yours on day 1! We handle Federal Solar Tax Credit, worry-free, 10-year project management, consult your tax advisor roof warranty, permitting, design. & installation. A SOLAR SYSTEM DESIGN FOR YOUR HOME You get a 4,6810,AI DC Solar System With 12 Sol;:ir Panels and 1 Inverter(F.,;) IC h will produce an est. 5,223 kWh in its first year And offset approx, 151% of your current estimated, electricity usage YOUR SALES REPRESENTATIVE: Brittney Santos brittney santos@sunrun,coni (774) 76E3-9057 000usmnsnvewno ID:malAeo*+oloo-4aFa-uonr lF3o48a5s9F2 By signing be|ow, you eoknovv|eUge that /ou have reviewed and received a complete copy of the Agreement withoutanyblanks. Such Agreement shall bo the complete understanding between the Parties. SUNRUN INSTALLATION SERVICES INC. DocuSigned by: PhntNanI e: Dam' Date: 2/28/2023 Title: p Federal Employer Identification Number: 77'0477407 IF YOU CHOOSE TO PAY BY CHECK MAKE CHECKS OUT TO SUNRUN INSTALLATION SERVICES INC. NEVER MAKE A CHECK OUT TO A SALES REPRESENTATIVE, OUR SALES REPRESENTATIVES ARE NOT AUTHORIZED TO RECEIVE CHECKS IN THEIR OYVN NAMES. YOU. THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE TENTH BUSINESS DAY AFTER THE EFFECTIVE DATE. PLEASE REV|EVV THE ATTACHED NOTICES OF CANCELLATION FOR AN EXPLANATION OF THIS RIGHT. DO NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK SPACES. Customer Primary Account Holder Secondary Account Holder(OoUnna|) DocuSigned by: ox,r) 'ZI, '�JRW)j Ellen Latour Signature Z/2U/ZOZ] Date PrintNanne Emai| Address°: sane50991@yahoo.com Mailing Address (if different ihao home address): 39 VVUUnose Terrace Yorrnouth, 0A026O4 Phone� � (413) 478-4668 Sales Consultant /scJ �� //mnJ�n1mocoe�� aY/ z�� nruscode o/ccv/dvc/ a/r//��a//��/a� /}m///�o/n*om, e/'� a� ur,ttney Santos _ Print Name 85998I6-4I9 5unrun |Dnumbe, SUNRUN INSTALLATION SERVICES UNC� | 225 Bush 3|reeL �oUa 1400. San Fnaooisco CA Q4i|O4 ( 89GGO8OLAR / . '." "" 2" ll "evew m/ / ua m: 2 /6 2o2upmpusa( ID: PK4C9AAL6L3GJVenion2O1gO4V1 11 A r_ TOWN OF YARMOUTH '2P2 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 M2: �_ c j R r $ Telephone(508)398-2231 Ext. 1292—Fax(508)398-0836 O KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE i „=„; i s APPLICATION FOR OW KINGS HIGHilkiaL -I CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below&on plans,drawings, photographs, &other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S),ELEVATIONS PHOTOS,&SUPPLEMENTAL INFORMATION. Check All Categories That Awl : Indicate type of Building: Commercial 17 Residential 1) Exterior Buildirrja Construction: 'New Building J 1 Addition Iterations I Reroof fl Garage Shed MiSolar Panels I Other: 2) Exterior Painting: lSiding Shutters El Doors lT'rim IIOther: 3)Signs/Billboards: I 1 Ne n Change torfalisting Sign 4) Miscellaneous Structures: Fence (Wall Flagpole El Pool IIOther: Please type or print legibly: Address of proposed work: 39 Wildrose Ter Map/Lot# 119 : 26 Owner(s): Ellen Latour Phone#: (413)478-4668 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 39 Wildrose Ter Yarmouth MA 02664 Year built: Email: sane50991@yahoo.comEl Preferred notification method: Phone ® Email Agent/contractor: Sunrun Installation Services Inc./Stephen Kelly Phone#: 978 793-7881 Mailing Address: 695 Myles Standish Blvd. Taunton, MA 02780 Email: eastmapermits@sunrun.com Preferred notification method: CI Phone © Email Description of Proposed Work: Installation of a PV solar array consisting of 11 black on black solar panels to the rear roof plane of the residence, not visible from the public way. Signed(Owner or agent): Date: 04/19/2023 Owner/contractor/agent is aware t at a permit is requi m the Building Department.(Check other depart X. If application is approved,approval is subject to a 10-day appeal period required by the Act. APPROVE > This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichev date� e to.> All new construction will be subject to inspection by OKH.OKH-approved plans MUST be available on-site for amin na' For Committee use only: �pproved Approved with Modifications U {�i i i ��III Rcvd Date: 1 � GHINAY 1 2 3 Reason for Denial_ Amount Cash/CK#: __ Signed: Rcvd by: i 45 Days: n Date Signed: 3 1 Ao3 I�E1 ' APPLICATION#: �3" '� k. "`'�Ac TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1 146 ROUTE 28,SOUTH YARMOUTH,MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext.1292 Fax(508)398-0836 STATEMENT OF UNDERSTANDING CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN As property owner/contractor/agent for construction at 3 y wilt I Dj e '"ren/ Map/Lot I i 1 l ab C/A# p 3 -Jv : L�Approval Date - S I certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop-work order or delaying issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statements. Date:12- G2- ; Signed: (14 (Ow r/Contractor/Ag t) Signed: dt1LLYJ J a (Chairman, Old King's Highway Committee) ''AHMuv, ____ OLD KING'S HIGH,/,,'-1'. H1OKH COMMITTEE1Application FormstStatement of Understanding 2015.docx Updated 12/2015 GENERAL SPECIFICATION SHEET Project Address: 39 Wildrose Ter FOUNDATION: Material: Exposure(Not to exceed 18w): CHIMNEY: Material/Color: GUTTERS: Material/Color: ROOF: Material: Composite Shingle Pitch(7/12 min)25 deg Height to Ridge:20 Color: Dk Brn SIDING: Material/Style: Front: Sides/Rear: COLOR CHIPS Color: Front: Sides/Rear: TRIM: All windows&doors to be trimmed with: 1x 4 1x5 (Circle one.) Material: Color: DOORS: Qty: Material: Color: Style/Size(if not listed/shown on elevations): STORM DOORS: Qty: Material: Color: Oa)KING'S HIGHWA, GARAGE DOORS: Qty: Mat'I: Style: Color: WINDOWS: Qty/side::Front. Left: Right: Rear: Color: Manufacturer/Series: Material: (� Grilles(Required: Pattern(6/6,2/1,etc.) Grille Type: True Divided Lite: I I Snap-In: _ Between Glass:,n Permanently Applied: nExterior ,Interior STORM WINDOWS: Qty: Material: Color: ROVED SHUTTERS: Mat'I: Style: Paneled Louvered Color: ; , SKYLIGHTS:Qty: Fixed Vented Size Color: AHMOLIfl- DECK: Size: Decking Mat'I: Color: t OLD KIN �C NIGHWFt Railing Mat'l: Style: Color: WALLS/FENCES*(Max 6'height): Height: Mat'l: Style: Color: (Show running footage& location on plot plan.) *Finished side of fence must face out from fenced in area. UTILITY METERS/HVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Color: Location(s): LIGHT POSTS: Qty: Material: Color: Location(s): Additional information: Please find included with this submittal a copy of the specifications for the solar panels. Color is Black on Black and they have a matte finish 2-General APPLICATION#: �� 3rL� TOWN OF YARMOUTH 1146 ROUTE 28,SOUTH YARMOLUTH,MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext. 1292 Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE WAIVER OF 45-DAY DETERMINATION The applicant/applicant's agent understands and agrees that due to the current declared National and State public health emergencies the determination of our Application for a Certificate of Appropriateness`Demolition Exemption may not be made within 45 dais of the tiling of such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old Kong's I lighv,a> Regional Historic District Act. SECTION 9-Meetings, hearings, Time for Making Determinations is soon as convenient after such public hearing. hut in any event within forty-time i-451 (lays atter the filing o/ application. or within such further time ay the applicant shall allow in writing. the Committee shall make a determination on the application. " Applicant understands that the rep ie4s of this application will be scheduled as soon as the situation allosks. !Applicant.Agent Name (please print): Stephen Kelly Applicant \gent signature: Date:03/16/2023 REct,FwFD Rove) ,1L- 0 0 Atitviu OW KING'S NtG ,y.L,._ a ftHtvltlU r OLD KING'S HI HWAY \pplication o1 " PU3S - res/ 3/2020 a ;11;i. L_.. t OLL)KING'S HIGH;r'1(H'r _. SHEET INDEX i LEGEND SCOPE OF WORK GENERAL NOTES PAGE/ DESCRPTpN I •SYSTEM 812E:1200NDC.3600W •AC •ALL WORK SHALL COMPLY WITH MA 9TH ED.CUR 760(2015 IRCABCAEBCL SERVICE ENTRANCE •MODU ES.(1 i)TRINA SOLAR:TSM-3900EOSC.07 MUNICPAL CODE.AND ALL MANUFACTURERS'USTINOS ANO INSTALLATION PV-1.0 COVER SHEET 1, A •INVERTERS.II)SOIAREDOE TECHNOLOGIES INSTRUCTIONS. PV$0 SITE PLAN 8E36004U68N MAIN PANEL •RACKING RI.UNIVERSAL SPEEDSEAL TRACK ON COMP. •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2023. PV-2.S LAYOUT SEE DETAL,SNR.DC•00435 PV-4.0 SUB-PANEL ELECTRICAL. <V •ADO NEW 100A MAIN BREAKER TO MAIN-PANEL •ELECTRICAL SYSTEM GROUNDING WILL COMPLY VAIN NEC 2023. ,_i PV-6.0 I SIGNAGE © •PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER.SYSTEM COMPLIES MATH 690.35. , PV LOAD CENTER , •MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. cy�,SIJNRUN METER •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. �i PV PRODUCTION METER •RACKING CONFORMS TO AND IS LISTED UNDER IA.2703. �•/� •SNAPNRACK RACKING SYSTEMS.IN COMBINATION WITH TYPE 1.OR TYPE S MODULES,ARE CLASS A FIRE RATED. :. INVERTER(S) •RAPID SHUTDOWN REQUIREMENTS MET MIEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 600.12(1). E��—AC DISCONNECT(S)a•—n ) •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 600 31I0). DC DC DISCONNECTS) •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CUIRRENT •12.14 AMPS MODULE SHORT CIRCUIT CURRENT. S D COMBINER BOX •16.97 AMPS DERATED SHORT CIRCUIT CURRENT[600.6(A)a 690.3(B)) ABBREVIATIONS -1 INTERIOR EQUIPMENT •PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 600.12(13)(2). L J Hi0 A41 AS DASHED CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE .O 04.1000,1,49COMMtf UNITED TO RO VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITULTION sunrun MC aMNKT OKnwm..a C.. CHIANEY COIN MSOSTION DC OSACT GUMBO , ATTIC VENT /160t VICINITY MAP p R OOP wo FLUSH ATTIC PENT MO.Mn.Nrm.•�..•r.>,.. OM MOWavmt PM. PVC PIPE VENT r`,� n .4" M1 mew R METAL PIPE VENT 11.`.r x CUSTOMER RESIDENCE: °P SneNm. ELLEN IATOIXR NT we MN SOM.P.e T-� 30 WILDROSE TERRACE. II 0•614 7) SATELLITE DISH 39 W • •A :;A:-`I 'x. YARMOUTH,MA.02661 JOS NOT TO MAU TEN.013)476 46O DC COMM. 1_ FIRE SETBACKS APRYARMOW1/600001F P.C. rw4Ar+r®. PROJECT NUMBER: raw ramaeaaaAwemo* HARD6CAPE 223R-03SLATO eV s MKNOLTMC RI {N6)560.�.DAR so e 4010SMl.00.NOSKE —PL— PROPERTY LINE ,•-" CCHRISTIAN ESTARES 11 n.,io4neuss< SOARMOULES m ., SCALE MS 1 . SHEET VI Mali I( ,L REV NAME DATE 1 COMMENTS COVER SHEET Lw view f BNR . 'f Tk i REV'.Al N12/M23 MR !CROW --1RIR MOUNT M WORT t i i PAGE PV-t.0 i I t T AtiiMi((j 1 I OLD KING'S HIGHvVA'. p3-ko35 4W . I -__,....,......._... • ; , OW KINGS HIGHWAY I SITE PLAN-SCALE.VW•141" C / 9 r i 41* , 9 r i / sunrun / / •1110120 Hat CUSTOMER RESIDENCE, ELLEN LATOUR r MI VALDROSE TERRACE, ..' N, ... YARMOUTH.IAA 02844 4 / t 4 "NracesPR2204:03910NECY4A""":47.44:NUMLAT:BER947264,.51.04,20.4 CHRISTIAN ESTARES SHEET SITE PLAN REV Al 4/12/2023 PAGE PV-2.0 ......-,...... I APPROVED i 7.- . 1 i Pd-ifv1Uu i 1-1 OLD KING'S HIGHVy - -------________LA,_,_ • 9 3 -*35-P-kki • , i0Lu KING''S HIGHWA ..• ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name! Type HANIA TYM Span Swans O° MOC Lam/maw Mmaandeeape OTC POnrae t Mt C° ++ lMDWOMTRIpIlIEDLOAD:3 PSF } Rt.UNNERSAL,SPEFOePN TRACK ON WIND �: AR.01I COMP SHINGLE-RLU t-Story 2X6 RAFTERS V-11- IV I 4'-S' 1'-IT r-2' i..r STAGGERED 140 MPH J.SEC OUST. COMP,SEE DETAL SN R-0000436 LS.LAO SCREW 5I16`2.5'MN.EMBEDMENT Dt-ARM-SCALE:IN".1•-0" 6 AZRA:301• OM,I MCA:IS t +w Signed 4/17/2023 r2" .. .,— _. 0 _0_ ___0 0 _.�.. 0 ^3 3 Q C - ❑ LT, r-r 3 --- — — 0 U 0 ! 0._..0 0 . - 3 JO 0 3'j• r-4.-S'TYP— + 4._ 0 0 1 0_._ 0 Q' Q. 0___0 �� ' ' sunrun ird'..,___ ______ +...._..--5-11•—_—_+_ _.5-e'_.— .___.._._....__Sd-- . HBOt20 w.<,wn.1...uTrrn. N ___-._—_2S• CUSTOMER RESDENCE'. ELLEN LATOUR 30 IMDRORE TERRACE, YARMOUTH,MA,02864 INSTALLERS SHALL NOTIFY ENGWEER OF ANY POTENTIAL STRUCTURAL ISSUES OBSERVED TEL.(413)476-leSS PRIOR TO PROCEEDSJG 11I INSTLLLIATION. AFN:YARIMM01 t&000326 •IF ARRAY(EXCLUDING SKIRT)IS WITHIN 12" PROJECT NUMBER'. BOUNDARY REGION OF ANY ROOF PLANE 223R.O3SLATO EDGES(EXCEPT VALLEYS),THEN ATTACIMAENTS NEED TO BE ADDED AND DESIGNER, (4I515606020e[I OVERHANG REDUCED%T1TIBi THE 17 CHRISTIAN ESTARES BOUNDARY REGION CFAY AS FOLLOWS'. —ALLOWABLE ATTACHMENT SPACING SHEET INDICATED ON PLANS TO BE REDUCED BY 50%. LAYOUT ••ALLOWABLE OVERHANG INDICATED ON SEE SITE PLAN FOR NORTH ARROW PLANS MO NE i PA OF ALLOWABLE REV Al 4/122023 ATTACHMENT SPACING INDICATED ON PL NS. PAGE PV-3.0 E HwAV 3 - 35" eel OLD ICING'S H!GriV k r 120T240 VAC SINGLE PHASE SERVICE O METER•. NOTE TOTAL PV BACKFEEO=20A EVERSOURCE 2371198 USED FOR INTERCONNECTION UTILITY CALCULATIONS GRID EXISTING 100A MAIN (I BREAKER DISCO VW INECT N TH 125A MA t 1ENCLOSURE -LOAD MC TAP Ail (N)LOCKABLE BLADE TYPE (NI MA SMART SOIAREDt' TECHNOLOGIES DISCONNECT REVENUE H•U FUSED RE SE3900SSN �'� METER /� 3800 WATT INVERTER JUNCTION 9D1 � )»7MM1a f5 (I NBREA)OSR EW 100A LwN 3 V C tJ TRINA SOUR TSM-3900E09C.07 f (II)MODIA-ES 1 .�. i ® `r _ I _A:1, OPTIMIZERS WIRED IN EXISTING 125A J 204 FUSES `Y (i)SERFS OF(II)0PRMZERS MAN PANEL SQUARED 240V METER SOCKET LOAD RATED DC DISCO1MIECT �� 13221NRB 100A CONTINUOUS VAIN AFC).RAPID SHUTDOWN SOLAREDGE POWER OPTIMIZERS FACILITY -"' — 3R.30A 00 1 V 9aN O Ca.QJT COMPLIANT S440 LOADS 120240VAC CONNECTS TO TOP UYOM• OE AT TOP LOAD AT 9OTOAA CONDUIT SCHEDULE • CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2)10 AVA3 PV WIRE NONE (1)10 AND BARE COPPER 2 3M'EMT OREQUIV. (2)10 AWG THHWTFMN-2 NONE (I)10ANDTHNN/TFMA12 sunrun 2 3N'EMT OR EQUIV. (2)10 AWG THWUTNNN-2 (1)10 AVID THHWTHIM42 (1)8 AWG THNWTHNN-2 •180120 MODULES WN00PimIIER CHARACTERISTIC& CUSTOMER RESIDENCE: TRINA SOLAR TSM-3900ES9C.07: 390 W MN INPUT VOLTAGE I VOC OPEN CIRCUIT VOLTAGE 40.8 V MAX INPUT VOLTAGE 90 VDC 30 W9LOROSE TERRACE, MAX POWER VOLTAGE 33.8 V M MAX INPUT MC: 14.5 ADO YARMOUTH•MA.029 SHORT CIRCUIT CURRENT. 12.14 A MAX OUTPUT CURRENT 15 ADC TEL.H13)479d989 APN:YARM000119000= SYSTEM CHARACTERISTICS-INVERTER I PROJECT NUMBER: SYSTEM SIZE 4290 W 223R4 39LATO SYSTEM OPEN CIRCUIT VOLTAGE'. II V SYSTEM OPERATING VOLTAGE. 390 V DESIGNER (415)56049920493 MAX ALLOWABLE DC VOLTAGE. 490 V CHRISTIAN ESTARES SYSTEM OPERATING CURRENT 11.29 A SYSTEM SHORT CIRCUIT CURRENT. 15A SHEET ELECTRICAL REV Al 44122023 PAGE PV-4.4 APPROVED „ 4 rr 1_. r ARMUU I r. OLD KING'S HIGHWAY Y i OW KINGS HIGHWAY • INVERTER I NOTEM ECPEA1 $P1: .8101N AND UR A SNNL MEET THE REOIRREYENTL e<TNE NEC aSH.. PHOTOVOLTAIC DC DISCONNECT 1102 ROL UILESSSPECPC RSTRUCTIONNS ARE REOIAREDRY tELT1oN RB0.at ELECTRICAL SHOCK WARD _.. _._-.... FREOU LO ESTED OYTNECALANA .;_ .8qM AND NAAFI E SMALL AOEOUATELY N61NI........ f MA2NOS WSq EPFECTNE © TERMB4AlSCN INS AND LOAD NOR03,COLORS AROSYMI UL SUES MAYBE ENERGIZED IN .LAR18 SNALL PERIMMEOMY HNID EMETT/a THE EQUIPMENT OR WIRING THEOPBIP09RIM! WtABEE�LILDqC MET/IOD ANIS(MAU.NOT EE NANO PARTEN. PERCEI(6L DM.YMRMrS@)- .AARLSHU.L BE CF RAT4LEM DURAERRYTONITt1ETANDTNE ENNRONIIENT PER C0008):NEC 2021 ROTS RVOLVEO. . MAIDI AMR S MALL COMPLY Ann NB IHAR 2531 4.IOII PRODUCT SAFETYCa=ACgC OSCONECT(E( ARO LABELS,ULESS OTEOMERCLS.•00OCOVER EXISTING MANUFACTURE AC COMINER PANEL OFAPPICARE) PER CC0E0:Mc IDS M.I3(RL 7063HIL MAW/ DUAL POWER SUPPLY SOURCES:UTILITY ORO WARNING:PHOTOVOLTAIC AND PV SOLAR ELECTRIC PO'NER SOURCE SYSTEMLOCATION � AND orruion CAUTION : UTRRY�tETER AND MAN AT MN TURK A E AIDRELOW PENETRATIONS. SE/PACE PANEL ONEYERV DPW.BOX RIM CONTNRNO OC CRlCU1T8. PER CODEIR):NEC 0021 MARC) PER CCOERI):NEC I0D RS03ND)(S RAPID SIILJ1 DOA N swLrCH MULTIPLE SOURCES OF POWER POIlIBaRCEOU PUTCaBECIMN FOR SOLAR PV SYSTEM DO NOT RELOCATE THIS OVERCURRENT DEVICE ,' 1AR��p�AjpK' ) a ,I 3 OF RAND min 001\M VC► IIIIIIIr SOLAR PANELS i I i N k ANACergt BREAKER NOUS !VETCH PER cows)IBC 2023'RES V)SU2I SC sun run 3at1A413 , ON ROOF PPER CPD IRIAPP RIC207 TE512(R(3) {� 6160120 • THIS EQUIPMENT FED BY Y`"'�` s INVERTER(EXT) • N..V.., MULTIPLE SOURCES.TOTAL .10.61.41.101.6 RATING OF ALL OVERCURRENT +o ,µ,�a,a^ > ...° PV CUSTOMER RFRNK.NCE. DEVICES EXCLUDING MAIN PRODUCTION - ELLEN LATOUR SUPPLY OVERC RRENT DEVICE NOT EXCEED AMPACITY OF ! METER 39 VIN.DROSE TERRACE, BrlSBAR YARMOUTH,MA,02804 I,pC/�T}[ ICA TURN RRAPIDSHUTDOWNSHUTDOWNI PV 1.00 CENfEIt(IF APPLICABLE)ND SWITCH TO THE'OFF TEL 1113)17Rdd6R AMY PANEL MAT 1/111.12E8 TE SUM POQNON TO SHUT DORM MAIN PANEL(INT) APN vARMa00 Taaoome PER COMM IBC7071 MSIi OF IIREAPERS mar. PV SYSTEM NDR PROJECT NUMBER' SHOCK HAZARD DIME C DISCONNECT SERVICE ENTRANCE 2131:1-039uro ARRAY. TV S)S EM t)i540 i DESIGNER' (415)WORM AYJ P ' 39 WILDROSE TERRACE,YARMOUTH,MA,02664 cHRiSTIw ESTAREs _:t <' ONO N .:t t i _._..:. •--L� SHEET ALau ROLIOI MM.I M P FT)PRO.TNE SERVICE COMIC COC NEC 2023 MEM)) SIGNAGE PL PIOTOVO.TAC SYSTEM PORT OP 00031/RCTRDMEANS TO AMR E PYSYSTEIM INTERCONECTCN. ARC ISECTEO. TI REV.Al 4H2J2023 PERCOR(S).MEC 2023'SA.SI,CEC WIt 01.051 PER CODERN SEC 30350I(S0) PAGE PV-5.0 T...R,...0..PN 4 Y.) r AHMUU 1 r-, OLD KING'S HIGHWAY a- - ....- va • Obi �IN{,`S F-11 r�'k', :__ This updated design shows the solar panel array reduced by 1 panel and moved to the roof plane on the rear of the home.1 this configuration the solar panel will not be visible from the public way. iv f , , Solar panels are black on black with a matte finish. r • x , A1 T sunrun y x,Yk ,� This I--age showy � <,•, pgp,�p sene solar arrayas ,> e earIsAfr } x _ � ""' 1 " CUSTOM ERREStDE8. of,he('nn __ _ - .I ELLENLATOUR 111 39 MLDROSE TERRACE y 1 YARMOUTN.MA OZBB4 3 x d-;R' #ai b3."$'„' f. p APR YARM-0OO119000076 # � y PRCUECT NUMBER r _ 2ZIRA10.ATO Front of home from the public way ARB Pg 1 Wildrose terrace. FA-P-P-Oir-)111-#.1) OLD KING'S HIGHWAY Mono Multi Solutions __,ertex s ,_Ow KING HIGHw .,PRODUCT:ism Druyc.0' BACKSHEET MONOCRYSTALLINE MODULE PRODUCT RANGE:380-405w 40 5 W 0 + 5W 21 . 1% MAXIMUM POWER OUTPUT POSITIVE POWER TOLERANCE MAXIMUM EFFICIENCY 40_046.v...E,0,.._ High value I 1.1 $ •More productivity from same roof size. r Q'_� •Outstanding visual appearance. •Leading 210mm cell technology. COLD KtNHGl uu';:: 'A r, Small in size,big on power G'S Nt0 NwAy� 40 I I •Small format module allow greater energy generation in limited space. •Up to 405W,21.1%module efficiency with high density interconnect technology. •Multi-busbar technology for better light trapping effect,lower series resistance and improved current. •Reduce installation cost with higher power bin and efficiency. 0 •Boost performance in warm weather with lower temperature coefficient • (-0.34%)and operating temperature. i • Universal solution for residential and C&I rooftops •Designed for compatibility with existing mainstream optimizers,inverters 1, • and mounting systems. •Perfect size and low weight makes handling and transportation easier 11 and more cost-effective. •Diverse installation solutions for flexibility in system deployment ;` High Reliability • • `- •25 year product warranty. ,' ``, •25 year performance warranty with lowest degradation. • •Minimized micro-cracks with innovative non-destructive cutting • • technology. i • • • ••Ensured PID resistance through cell process and module material • . • • * • control. • • •Mechanical performance up to+6000 Pa and-4000 Pa negative load •0 • • • • • • Trina Solar's Backsheet Performance Warranty w • • • • T i :ann,1., 84 a,,, Comprehensive Products and System Certificates /�_ IEC61215AEC61730ilEC61701I1EC62716/UL61730 0 I ISO 9001.Quality Management System imrna solar uBs 15014001.Environmental Management System •f 15014064.Greenhouse GaSes Emissions Verification C f 15045001 Occupational Health and Safety Management System 33--/ 3s` r v. ` VertexS BACKSHEET MONOCRYSTALLINE MODULE xi'l#evli I i DIMENSIONS OF PV MODULE(mm) OLU KING'S HIGHWi `t ' 1096 30 1095 r---_ _..__.__..., 1048 . - _ i-V CURVES OF PV MODULE(400 W) ' 111111111/11111111 11111111E IN111111111111111 111111111,111111111 111111111 1111111111,11111111 140 1 111111111111111111 IHII1111 111111111 11111111! '11111111'111111111'111111111 IINlillll.1111111 I Ito i 11111111E Il1111111 IIIIIIII!1111111111111itl11- 11111111111111111!1111111EI-'III111111I1111l!1E IIo 1000W1' 111111I11 111111111 111111111 111111111 111111111 IIIIIIII 111111111 111111111 111111111111111111 IllEiliil 111111111IIIIIIIll 111111111'111111lll I III11111 111111111E illllll111:1111111 I a O9`la 100 11111111111(H11111 11111fliL I1111111111I111111 11111111E 111111111 111111I11111111111ill11111 nstafY gHokII11111lli Ilhl111I11111111Ii 111111111/11111111 ' ' HM111L4111111111I11111!IUUIII11I;111111IIIIIIIII1111111111 1111111111 111111 111E:: IA eoo 111111111 111111111811111 111111111111II11111 `I'''''' 111111111I111111111 1111!l11I�I11I11111i111I111 sooWmr 11111111I1111111111111111E111111111'IIIIIIII! 1111111111111111111!111111111'11111111111111111 a l 111111111 111111IIbJ11111111 111111111 111111111 111111111111111111 111111111,11111111111111111 v' so ( 111111/11 1 EII1111'II11llIll/11111111 111111111 11111111,111111111 1111111E 111I11111!I11111 ao 400WA1' 111111111"I11(1itl11111111111 IIIIIIII!111111I11 1iUllIhlI::111111111 11111111E IIIIIIIIIIt�I111111 '. 111111111:1111111111II111111111I111111;11111E111 k'§ 01lmIli,1I11111111:11i111I1i!11111811c1111111 30 111111111 111111111 111111111 IU1111111.11IIllllli -.1 , IIi11111911illlhl111IE1111'IIi111111,11I1111 20 _. ooawmr 111111111111111111!11111111111111111i11111111111 11111111'IIIIII111111Il11il'11111111L1111I11 10 ; 111111111 111111111'111111111 IIIIIIII!1111111111! 111)1111rIlIli1111!I11111Ii1 Illitllll`Illlip 8-4.4.3 11111111111111110111111111111111111111111111i , 11111111'1111111111111111111111111111111111 Crourxtangrlole 0 10 20 11111111111111111111111111E 111111111 111111111! 1 Illl1llll111111111'111111111.111U(11I,11111111 - 40 so 1111111111111111111111IllIll 111111111 111111111 ; 111111111111111111 11111111E 111111111i+1111111 I V017413e(V) 111111111111111111111111111111111111111 111111111 1111111111111111111 /11111111 1111111111,1111111 I 1I11111E P-V CURVES OF PV MODULE 111111i 1111lilil!IIIIIIII IEIliilli JIIBEII'Iillillll 1111111E HIIIIAIilllllll I (400W) 11 111111111E 111111111 1111111111I11111111711111111 1111111111111111111 11111111E IIIII111111111111I 8-0741,Hole 450 !Iilllllll 11(111111 111111111 111111111 111111111! 11111111E 6Ii111U111it!Ill i11111111111Iu!!II 1,-' m 400 Front View Back View 350 800W/m, _...11s Silicon Sealant us Silicon Sealant 300 ,i'•(-- Laminate z" laminate 3 250 �;`..600Whn'`4 200 0 ,/ \ el. 150 f r� 100200W/m, Frame Fame .. _..- 33 15.4 p - 10 20 30 40 50 A-A B-B Voltage(Y) ELECTRICAL DATA(STC) MECHANICAL DATA . Peak P0WerWatts-Pwx(Wp)• 380 385 390 395 400 405 Solar Cells Ncrtocrystal&rx Power Tolerance-Pa�x(W) 0...5 _... No.of cells 120 cells Maximum/Iowa(VahModuk0imensions 11754.10E4'30mm(6946r43.15.118 inches) Voltage-VwnWV) 33.4 33.6 33:8 34.0 34.2 34.4 Weight 1 21.04(46.31N) Maximum Power Current-Iw-=(A) 11.38 11-46 1154 11.62 11.70 11 77 Glass dpenCkwitVottage•Va(t!) 40.4 40.6 408 41.0 ai.2 41.4 I VA/PO2 own 0.13etches)no ne,nrr,,4,,,,w:,,aa,w,ls„ 4o,° Encapsolant material 1 EVA/POE Short Circuit Current-Is:(A) 12.00 1207 1214 1221 I2.28 1234 8acksheet 1 Tramspateetbacksheet i4odd8E6dencynm(%) 19.8 Me 203 20.5 ZOO 21,E Frame i 30mm(1.18inches)Ana:WOAluminiumAlloy src s,m I n. �z•«r ,nr.r..:_x ,,..yr, :��a,-,...,rxr,a,., _ J-Box 1.IA68rated Electrical characteristics with different power bin(reference to 10%irradiance ratio) Cables ,Photovoltaic TedwologyCahk4.Ormt+(1006ktches7), Total Equivalent power-P.,(Wp) 407 41? 417 423 428 433 Portrait.3507280 mm{13.78711.Winches) _. . . ,...-_ -.... . .. % Landscape'N 1100 nun iP 1100mm(43.31/43.31 inches) Maximum Power Voltage-Vw>IV) 334 33.6 33.8 34.0 34.2 34.4 Connector MC4EV02/T54' Maximum PowerCunent-haae(A) 1219 1226 12,34 12.44 12.51 12.59 1,1sasr6r.tar.axm4deashrr bat w.4ar4r.rz,.reat. Open Circu,Volta9e-Vey(V) 40.4 406 40.9 41.0 412 41.4 TEMPERATURE RATINGS MAXIMUMRATINGS Short CicuitCwre0t-Isc(A) 12.92 13.00 13.08 13.20 13.25 13.36 NOC r.>.„,_ ,r-.,-r„,,, 43'C('27C) Operational Temperature -40--85°C.Irradiance ratio(rear/iront) 104, Temperature Coefficient of Pint -034%/'C Maximum System Voltage ISOOY OC pEU Temperature Coefficient of V:,r 0.25%"C 1500V DC RAJ ELECTRICAL DATA(NOCT) Temperature Coefficient ofk- 004%/'C Max Series Fuse Ratinq 254 Maximum Power-P+a,IWp1 286 290 294 Z98 302 305 Maximum PowerVdtage-Vro-lV1 31 4 316 31.8 31.9 32.E 32.4 WARRANTY PACKAGING CONFIGUREATION Maxmum liawetCurrent-Iran(A) 9.1Z 9,18 924 9,32 9.38 9.42 25 year Product Workmanship Warranty Mcduies per box:%pieces 25 year Power Warranty Modules 40 container 828 per Open Ciro.It Voltage-Vx(v) 38.0 38.2 38.4 38.6 38.8 38.9 2%ftrst year degradation pieces Short CkcuttCunent-Isc(A) 9.67 9.73 9.78 9.84 9.90 9.94 055%Annual Power Atter,aNNOP noon-Ir.aR.w80d.ar.4,-amrr..m.e.etv<.rr.,aSpeed Lars m.. fr•,PC,urA ,'/qg{t, zr h r CAU71tNl:RFJIDSAFETY AND INSTALLATIONINSTRUCTIONS BE REU51NG TFIEPRO6U ,.., li'iriasolar e2022Trina Solar Co.,ttd.All rights reserved.Spedflcatlonsln dedin this datasheet are wbiecttochangewithwrtnotice. Version number:TSM_NA_2022J1 f Ai-((VI(Jil J e WW w.trinasolBrCom OLD KING'S HlGNV'dAY a3--AD 3s (ee/