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HomeMy WebLinkAboutBLD-23-002340 11Chit ONE &TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department •oF"'r 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 (::::47 E�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: Oa) —oZ 3 -, L2, 3 Date Applied: t _— .rlli`-e ms /1q '2 OCT 26 2022 Building Official(PrName) Si mime Date SECTION 1:SITE INFORMATION .;NG DEPARTMENT 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers _ ::....._- 32 Bettys Path 1.l 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 ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(IvI.G.L c.40,§54) 1.7 Flood Zone Information: i 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system Cl Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Richard Arseneaux Yarmouth MA 02673 Name(Print) City,State,ZIP 32 Bettys Path (774)212-2031 rsarseneaux@comcast.net No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 1 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units 1 Other Specify: Roof Mounted Solar Brief Description of Proposed Work2: Installation of a rooftop mounted photovoltaic solar energy system consisting of 23 solar panels producing 8 165 KW DC with No ESS SECTION 4:ESTIMATED CONSTRUCTION COSTS. I Estimated Costs: ' Item (Labor and Materials) Official Use Only 1.Building $4777 I. Building Permit Fee:$1 St Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $11145 0 Total Project Costs(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ � ^ 4.Mechanical (HVAC) $ List: GCS c�cJ-30 5.Mechanical (Fire .'$ Suppression) Total All Fees:$ Check No. Check Amount Cash Amount: 6.Total Project Cost: $15922 0 Paid in Full 0 Outstanding Balance Due: Y. y 4 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 16 Parkway Rd. List CSL Type(see below) No.and Street Type Description Stoneham MA, 02180 U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted 1&2 Family Dwelling City/Town,State,ZIP Ivi Masonry RC ( Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 978 793-7881 eastmapermits@sunrun.com i Insuiation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 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 Email address Somerset, NJ, 08873 978 793-7881 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AF'r'IIIAVIT(M.G.L.e.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 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. *See attached contract 10/24/2022 Print Owner's Name(Electronic Signature) Date • SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.aovldps 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" 4 - F '*,7 fix:' / ,,',,', k�d .i:-- ' ,',..--'" -;414` r' ^, i.'A lT "cr- -. .. .... �,a i Ili"; 1 t$Mdal t�f�Mt tttt lMM ", f Commonwealth of Massechinette 4, K goad of BuNdifyilr�pr+ etts and Standards Gong ry '-`� � �M '',` CSO ", �✓ c osioil2o23 f { s . " pew.*M a lMlsrant llfMr iwMt_s COR onsr C'J t !S: 5 �';' ,, .s t i1M Osiaaimi lMflr ed/Ai*elli 'k t? MAO011114) nwr� rwrrrurrrl i a`r l ? ��.-. . ors � PF� , v„�„s:,"> -' THE COMMONWEALTH OF MA88ACHU8trt S Office of Consumer -- Business Regulation 1000W... • ;yr -8ults710 tie J-___,------- p SUWON NSTAUATEM SERVICES NC. . :.: 1011e02024 21 WORLDS FAIR 1SDMERET,NJ O6 $9 r ; zallt_—_ °poorr Mimes and Wm*Card. ME CONOCSNASALTMarrAss*aa lrs oMaa areassnw -yp,arpMr aspRillow MYrWYanwad Mr imilyidiwwso*Wan So MO1N • r•,'ti'_ • OC MAP a ad iiiiirm 11 Irstltlian '•-",..-r°-."'", ess Wasiiiisems Simi-sr.r s ;*,.:.§ >•_••,:- amtaa,MA Stitt "�Exaa�atlBrAiut 1` '4T i'r6�1'IF3i 10:'I.LY �fi:g ��H.d y� MN MON4C DCO,G mt '`..-"' tl Y VuSd,*out Stephen A Kelly 695 Myles Standish Blvd Taunton MA 02780 TEL:978-793-7881 Email: eastmapermits@sunrun.com y r t tIN The Commonwealth of Massachusetts —...�-�-r. Department of Industrial Accidents �t� n; Office of Investigations _IIIIIIIMI ii Lafayette City Center t 2 Avenue de Lafayette, Boston,MA 02111-1750 iN f,. 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 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. El 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 12.0 Roof repairs insurance required.]' 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: 32 Bettys Path City/State/Zip: Yarmouth MA 02673 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: 10/24/2022 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 2❑Building Department 3ECity/Town Clerk 4.0 Electrical Inspector 50Plumbing Inspector 6.EJOther Contact Person: Phone#: r r I SUNRINC-02 LWANG2 ACO CERTIFICATE OF LIABILITY INSURANCE DATE(MM1DD/YYYY) kow....----' 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 'CONTACT NAME: Walter Tanner Alliant Insurance Services,Inc. PHONE FAX 560 Mission St 6th Fl 1(A/C,No,Ext): (AIC.No): San Francisco,CA 94105 !MAREss:Walter.Tanner!alliant.com INSURER(S)AFFORDING COVERAGE I NAK# INSURER A:Evanston Insurance Company 135378 INSURED I INSURER B:James River Insurance Company 112203 Sunrun Installation Services,Inc I INSURER C:American Zurich Insurance Company 140142 775 Fiero Lane,Suite 200 Ph#805-540-7643 I INSURER D: San Luis Obispo,CA 93401 INSURER E INSURER F: 1 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. I POLICY EFF I POLICY EXP 1liSR ADDLISUBR LIMITS CTR TYPE OF INSURANCE INSD 1 WVD POLICY NUMBER i(MMfDOIYYYY) (MM/DDlYYYY) A X L COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE $ 2,000,000 DAMAGE TO RENTED 1,000,000 1 CLAIMS-MADE X I OCCUR 1 MKLV5ENV103749 10/112022 10/1/2023 DAMAGE TO $ I 5,000 MED EXP{Any one person) $ PERSONAL&ADV INJURY $ _ 2,000,000 ;GEN1 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 2,000,000 i X I POLICY X I Te II LOC I PRODUCTS-COMPlOP AGG 1 5 t Aggec j Pro X OTHER:Retention:$100,000 Per $ 5,000,000 COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY j(Ea accident) $ I ANY AUTO I 1 I BODILY INJURY(Per person) I$ OWNED !--i SCHEDULED BODILY INJURY(Per accident) $ I AUTOS ONLY I AUTOS 1 I P OPERTY DAMAGE t $NON-OWNEDper accident) !HIRED ) _... -.�AUTOS ONLY ��AUTOS ONLY 1 I$ B t UMBRELLA LIAR I X I OCCUR !, } .EACH OCCURRENCE 1 i$ 4,000,000 001072261 10/1/2021 10/1/2022 4,000,000 ,1 X I EXCESS LIAB CLAIMS-MADE', AGGREGATE $ DED 1 : RETENTION$ $ C WORKERS COMPENSATION I I X PER I I ER OTH- AND EMPLOYERS'LIABILITY i I— 1,000,000 YIN- IWC614287601 1.0/1/2022 10/1/2023 ,L.EACHACCIOENT_ $ ANY PROPRIETORPARTNERDEXECUTIVE N `I N I A anCERME II EXCLUDED? 1,000,000 (Mandatory In NHj E.L.DISEASE-EA EMPLOYE$ DES Rld PTIION OFOPERATIONSr below I I E.L.DISEASE-POLICY LIMIT $ 1,000,000 1 I I 1 1 Workers'CoOF mpensationNPolicy WC614287601sDeductible:$1, 0 Additional00 arks Schedule,may be attached if more space Is required) 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 r ACORD 25(2016/03) 01988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i r t §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223I1 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 32 Bettys Path 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. 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SSm�4�° o n --I Z 1'1 D O mmE my mmmym-7 o /Z/�� m Z= &;T O m T r i l) °a Z 0 /n \rn �D� nm m �n�N m m 70 Eo2 Too1=y ■ C=� ~2 'N =gym OyyA ER m �z pot t 2.`7, D °% imm y O 7,1 Dm f�- O .� 2 (and A Ti x m Np0 zr ;yNny ill g 0 yoq m x m m aN N = am m > --1 (C!1 '� RI Dm noim0 m No o y C A� im wni 2w w Om g C l' m 2_ mm O lAii� o� Dim 3 D o T o --' mm (j� Z y > am g'a xz0 > y 5 �o 0 v p 8 AXE P • i c• 2 2 m 3 m # s Q O i m O� < . c Am o _ N 0 N E EV projects@evengineersnet.com 276-220-0064 mum ENGINEERS http://www.evengineersnet.com 10/24/2022 RE:Structural Certification for Installation of Residential Solar RICHARD ARSENEAUX:32 BETTYS PATH,YARMOUTH,MA,02673 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 16 inches. The slope of the roof was approximated to be 39 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 ZHOFh�gs Sincerely, o�,ya`� '40 4' VINCENT F Vincent Mwumvaneza,P.E. 0 MWUMVANEZA N CIVIL EV Engineering,LLC NA. 2 prolects@evengineersnet.com q /'; . 1'1 to http://www.evengineersnet.com • ONM.ENG 1/1 1 �- l mouslir EV projects@evengineersnet.com 276-220-0064 mow ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 10/24/2022 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 �"-`�'�/:�y'"r/�f•%�.;f�,xris�.,rf`a,^Xjl�,,,�rs�ry:.�,�,�.f^s"fs�%���'.r^"i�"o /�'�` f'�s;�,��,�'' Code Lr ff r l N 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 � mph Exposure C References NDS for Wood Construction STRUCT ONL �y1�tNOFMgss9 Py Sincerely, VINCENT 0 MWUMVANEZA CIVIL N . Vincent Mwumvaneza,P.E. ,!,� o EV Engineering,LLC °4‘oNALO proiects@yevengineersnet.com http://www.evengineersnet.com 1/1 ti 'T S , 'y EV projects@evengineersnet.com 276 220 0064 gm ENGINEERS http://www.evengineersnet.com Wind Load Cont. ASCE 7-10 Table 1.5-1 Risk Category= II Wind Speed (3s gust),V mph ASCE 7-10 Figure 26.5-1A Roughness= C ASCE 7-10 Sec 26.7.2 Exposure= ASCE 7-10 Sec 26.7.3 Topographic Factor, Kn= 1.00 ASCE 7-10 Sec 26.8.2 Pitch=„s��,£ Degrees Adjustment Factor,A= 1.21 ASCE 7-10 Figure 30.5-1 a= 3.60 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(0.8m) Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= -29.3 -35.3 -35.3 Figure 30.5-1 Pnet=0.6 x iX x KZT x Pnet30)= 21.29 25.64 25.64 Equation 30.5-1 Downpressure(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= 32.1 32.1 32.1 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 23.28 23.28 23.28 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachment max.spacing ft 205 Ibs/in Lag Screw Penetration 2.5 in Allowable Capacity= 512.5 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 5.3 14.6 284.0 383.1 2 5.3 14.6 347.4 383.1 3 3 8.3 196.7 216.8 Max= 347.4 < 512.5 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 K i • INNOPF EV projects@evengineersnet.com 276-220-0064 mom 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 17.2 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.517 Max Length,L= 7.75 ft Tributary Width,WT= 16 in Dr= 10 psf 13.33 plf PvDL= 3 psf 4 plf Load Case:DL+0.6W Pnet+PPvcos(8)+Poi= 48.4 plf Max Moment,M„= 195 lb-ft Conservatively Pv max Shear 383.1 lbs Max Shear,V„=wL/2+Pv Point Load= 450 lbs Load Case:DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+ Ppvcos((3)+POL= 53 plf Mdown= 212 lb-ft Mallowable=Sx x Fb'(wind)= 1319 lb-ft > 212 lb-ft OK Load Case:DL+S Ps+PPvcos(6)+PDL= 34 plf Mdown= 136 lb-ft Mallowable=Sx x Fb'(wind)= 948 lb-ft > 136 lb-ft OK Max Shear,V„=wL/2+Pv Point Load= 450 lbs Member Capacity 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= 5.5 in Width,b= 1.5 in Cross-Sectonal Area,A= 8.25 in2 Moment of Inertia,Iss= 20.7969 in4 Section Modulus,Sxx= 7.5625 in3 Allowable Moment,Mau=Fb 5xx= 824.4 lb-ft DCR=Mu•/Mai,= 0.15 <1 Allowable Shear,Vaii=2/3Fv'A= 742.5 lb DCR=Vu/Vaii= 0.61 <1 , 1/1 111111111N EV projects@evengineersnet.com 276-220-0064 limaENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 56% Dpv and Racking 3 psf Averarage Total Dead Load 11.7 psf Increase in Dead Load 6.8% h 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-RICHARD ARSENEAUX. 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 " i WEN EV projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com 10/24/2022 RE:Structural Certification for Installation of Residential Solar RICHARD ARSENEAUX:32 BETTYS PATH,YARMOUTH,MA,02673 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 16 inches. The slope of the roof was approximated to be 39 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 C . ONL Sincerely, �tH OFM4S,S9\ 0 9 4' VINCENT N Vincent Mwumvaneza,P.E. I MWUMVANEZA co EV Engineering,LLC N,CIVIL 2 proiects@evengineersnet.com 441 io (5 • http://www.evengineersnet.com •f ioNA4E4'\� 1/1 s f e� � lama v EV projects@evengineersnet.com 276-220-0064 Iowa ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 10/24/2022 Job Address: � 4 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 a r . u ti 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 mph Exposure C References NDS for Wood Construction STRUCT � . ONL *C""rSOFMgSS4 cy VINCENT GP Sincerely, o MWUMVANEZA CIVIL N�. Vincent Mwumvaneza,P.E. A �! a EV Engineering,LLC j ONA�EN G�* • proiects@evengineersnet.com http://www.evengineersnet.com 1/1 i J r a R R' "may 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= mph ASCE 7-10 Figure 26.5-1A Roughness= C ASCE 7-10 Sec 26.7.2 Exposure= ASCE 7-10 Sec 26.7.3 Topographic Factor, Kir= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= Degrees Adjustment Factor,A= 1.21 ASCE 7-10 Figure 30.5-1 a = 3.60 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 aft(0.9m) Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= -29.3 -35.3 -35.3 Figure 30.5-1 Pnet=0.6 x A x KZT x Pnet30)= 21.29 25.64 25.64 Equation 30.5-1 Downpressure(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= 32.1 32.1 32.1 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 23.28 23.28 23.28 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachment max.spacing= <ft 205 l bs/i n Lag Screw Penetration 2.5 in Allowable Capacity= 512.5 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 5.3 14.6 284.0 383.1 2 5.3 14.6 347.4 383.1 3 3 8.3 196.7 216.8 Max= 347.4 < 512.5 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 • 1. ,�� umusir EV projects@evengineersnet.com 276-220-0064 molls 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 p5= 25 psf 17.2 plf IS= 1.0 ASCE 7-10,Table 1.5-1 CS 0.517 Max Length,L= 7.75 ft Tributary Width,WT= 16 in Dr= 10 psf 13.33 plf PvDL= 3 psf 4 plf Load Case:DL+0.6W Pnet+PP cos(8)+PDT= 48.4 plf Max Moment,M„= 195 lb-ft Conservatively Pv max Shear 383.1 lbs Max Shear,Vu=wL/2+Pv Point Load= 450 lbs Load Case:DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+PP cos(8)+PDT= 53 plf Mdown= 212 lb-ft Mallowable=Sx x Fb'(wind)= 1319 lb-ft > 212 lb-ft OK Load Case:DL+S Ps+PP cos(8)+PoL= 34 plf Mdown= 136 lb-ft Mallowable=Sx x Fb'(wind)= 948 lb-ft > 136 lb-ft OK Max Shear,V„=wL/2+Pv Point Load= 450 lbs Member Capacity 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= 5.5 in Width,b= 1.5 in Cross-Sectonal Area,A= 8.25 in2 a Moment of Inertia,Ixx i= 20.7969 n Section Modulus,Sxx= 7.5625 in3 Allowable Moment,Man=Fb'Sxx= 824.4 lb-ft DCR=M„/Maid= 0.15 <1 Allowable Shear,Vaii=2/3F, A= 742.5 lb DCR=V„/Vai,= 0.61 <1 1/1 i ,/�. MIK fir E projects@evengineersnet.com 276-220-0064 WEL vs. ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 56% Dpv and Racking 3 psf Averarage Total Dead Load 11.7 psf Increase in Dead Load 6.8% 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 -RICHARD ARSENEAUX. 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 -, •,.DociuSdn Envelope ID:51BA012C-B2C2-4C74-BC96-46503DAA2424 Sunrun Bright.Save TM Agreement Richard Arseneaux 32 Bettys Path, Yarmouth. MA, 02673 Take Control of Your Electric Bill $0 25 Years $149 $0.220 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 ( 4 ' a 1 ,: /, 4 f , , 4 - , NIP fl 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 FOR YOUR HOME You get a 7.80 kW DC Solar System With 24 Solar Panels and 1 Inverter(s) Which will produce an est. 7,952 kWh in its first year And offset approx.77% of your current, estimated electricity usage YOUR SALES REPRESENTATIVE Daniel Medina daniel.medina@sunrun.com (857) 654-4270 T. ;T 16 '^o�c�aA Envelope ID:o1aAo1 By signing bpAmw, 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. S SERVICES INC. rF7BC4DA956C9F480, Print Name: Rudy Feliciano Date: 9/30/2022 Title: pngprr opprxrioo" Federal Employer Identification Number: 26'2R41711 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 |N 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 rFIrimlievap-AacountHo|dar Secondary Account Holder(Optionm|) Ls^""YR"- RichordArseneaux Signature 9/19/2O2z Date Print Name Email Address*: r,xrsenea"xmcomc^,t.net Mailing Address: 32Bettyo Path Yarmouth, MAO2G73 Phone: (774) 212 zosz ��a11aud1-6;S6S W111*e,xedbvS^nTW7 S/n*asseno»gmnn1'�*mllsn/om*r»,m,'cea Sales Consultant Byol�7vnt?g 6elom'/aotnowleoge that/a/nSun«xraczneoXted Mat/O/eoen/ec/M/�5 agreement acco/nIng/o MeSznz/n Cocleof Conduct. and that/o,�/elne//Me 17mnenmnersmirna/mrennMlsagnpe/nent Signature Print Name Sunrun |Onumber Svnrun Installation Services Inc, 225 Bush Street, Suite 1400. San Francisco. CAS4l04 | 888.GO.SOL4R | H|C 18012O Contract Version: 2O2OO1V1 Generation Date: 9/18/2022 Proposal |D: PK499HZAVN1A'H Version 2O2O01V1 a r{ ._ '