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HomeMy WebLinkAboutBLD-23-002334 /,),) A1' q zZ ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 I 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: 6(4)—o13 - DO„2,3.111 Date Applied: ���� L� /// , Ja[e" E t s V G Building fficial(Pri ame) i tore /�I 1 SECTI N 1:SITE INFORMATION C/1.1 Property Address: 1.2 Assessors Map&Parcel Numbers OCT 2 6 2022 99 Setucket Rd 143 130 1.lals this an accepted street?yes no Map Number Parcel Number BUILDING DEPARTMENT By 1.3 Zoning Information: 1.4 Property Dimensions: Residential 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:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 _Zone: Outside Flood Zone? I Check if yes❑ Municipal 0 On site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record:Paul Tucker Yarmouth MA 02675 Name(Print) City,State,ZIP 99 Setucket Rd _508 364 6068 Ptucker7450@yahoo.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 {Addition 0 Demolition 0 Accessory Bldg.0 Number of Units i Other 0 Specify: Brief Description of Proposed Work': Installation of an interconnected PV system including 24 panels at 8.76 Kw DC NO ESS SECTION 4:ESTIMATED CONSTRUCTION COSTS • Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building S 5125 1. Building Permit Fee:$ (ST) Indicate how fee is determined: I 0 Standard City/Town Application Fee 2.Electrical S 11957 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing S 2. Other Fees: $ 4.Mechanical (HVAC) $ List: CO-1136 055 5.Mechanical (Fire $ Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 17082 0 Paid in Full 0 Outstanding Balance Due: The Commonwealth of Massachusetts Department of Industrial Accidents =� 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: Type of project(required): 1 ® I am a employer with 50 4. ❑ I am a general contractor and 1 employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction ❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in anycapacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their II.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] + c. 152,§1(4),and we have no employees. [No workers' 13.® 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.#:WC614287600 Expiration Date: 10/01/2022 Job Site Address: 99 Setucket Rd City/State/Zip: Yarmouth MA 02675 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 fonn 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: 09/22/2022 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 20 Building Department 30City/Town Clerk 4.0 Electrical Inspector 51alumbing Inspector 6.0Other Contact Person: Phone#: _____,.....41 SUNRINC-02 LWANG2 ACORO DATE(MM/DD/YYYY) �� CERTIFICATE OF LIABILITY INSURANCE 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 Walter Tanner Alliant Insurance Services,Inc. ' PHONE FAX 560 Mission St 6th Fl (A/C,No,Eat): (A/C,No): E Walter.Tanner@alliant.com San Francisco,CA 94105 -MILADDRESS: INSURER(S)AFFORDING COVERAGE NAIC a INSURER A:Evanston Insurance Company - 135378 INSURED INSURERB:James River Insurance Company - - ''12203 Sunrun Installation Services,Inc INSURER c:American Zurich Insurance Compaq 40142 775 Fiero Lane,Suite 200 Ph#805-540-7643 INSURER 0: San Luis Obispo,CA 93401 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE ,INSD MD POLICY NUMBER _..D- INSR ADDL SU R I POLICY EFF I POLICY EXP LIMITS LTR (MMIDOIYYYYI�IMMlDDIYYYY} A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR MKLV5ENV103749 10/1/2022 10/112023 DAMAGE TO RENTED 1,000,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 5,000 PERSONAL S ADv INJURY $ 2,000,000 GallAGGREGATE LIMIT� APPLIES PER: GENERAL AGGREGATE $ 2'000'005 X POLICY X J PPE` I - LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X I OTHER Retention: $100,000 Per Project Agg $ 5,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1Ea accident) $ •- ANY AUTO BODILY INJURY(Per person) $ OWNED I SCHEDULED AUTOS ONLY LJ AAUpTµOSSyyN ?BOODDIIL�Y RTY INJURY(Per accident) $ DAMAGE AUTOS ONLY _—.._,,AUTOS ONLYY j (Per accident) $ $ B UMBRELLA LIAB X I OCCUR 1 EACH OCCURRENCE $ 4,000,000 X EXCESS LIAB I I CLAIMS MADE 001072261 101112021 10/1/2022 AGGREGATE $ 4,000,000 -�-DED _-- RETENTIONS $ C I WORKERS COMPENSATION _X RPERTUTE ER OT H- AND EMPLOYERS'LIABILITY YIN WC614287601 10/1/2022 10/1/2023 1,000,000 ANY FYIPROPRIETOR/PARTNER/ XECUTIVE N N(A E.L.EACH ACCIDENT $ (Mandatory in NH) I E.L.DISEASE-EA EMPLOYEE S 1,000,000 II yes.describe under 1,000,000 DESCRIPTION OF OPERATIONS below �'I E.L.DISEASE-POLICY LIMIT 3 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101.Additional Remarks Schedule.may be attached if more space is required) Workers'Compensation Policy WC614287601 Deductible:$1,000,000. Re:Permitting within jurisdiction. 1 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 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r � � c r_ TOWN OF YARMOUTH RECEIVED Telep Telephone(508)398-2 31 Ext.1146 ROUTE 28,SOUTH YARMOUTH, A 92-Fax(508)398-0836 SEP 2 89LD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 'AHMOU i APPLICATION FOR { OW KING'S HIGHWAY 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 Appl : Indicate type of Building: Commercial XI Residential 1)Exterior Buildin Construction: New Building .0Addition Iterations Reroof Fl Garage Shed I Solar Panels Other: 2)Exterior Painting: riSiding Shutters ( I.Doors Eirrim 00ther: 3)Signs/Billboards: J l NeyAgn Change to i ting Sign 4)Miscellaneous Structures: ,Fence _Wall ,Flagpole Pool j0ther: Please type or print legibly: Address of proposed work 99 Setucket Rd Yarmouth MA 02675 Map/Lot# 143/130 Owner(s): Paul Tucker Phone#: 508-364-6068 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 99 Setucket Rd Yarmouth MA 02675 Year built: 1987 Email: ptucker7450@yahoo.com Preferred notification method: C Phone 1=1 Email Agent/contractor: Sunrun Installation Services /Stephen A Kelly Phone#: 978-793-7881 Mailing Address: 695 Myles Standish BLVD Taunton MA 02780 Email: east Preferred notification method: El Phone ® Email Description of Proposed Work: Installation of an interconnected residential Rooftop Solar system. 24 panels 8.76 KW DC All panels will be on the rear of the home not visible to public view Signed(Owner or agent): a Date: 09/27/2022 > Owner/contractor/agent is aware that a rmit is required fr Building Department.(Check other departments,also.) > If application is approved,approval is subject to a 10-day appeal period required by the Act. ➢ This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. ➢ All new construction will be subject to inspectionby OKH.OKH-approved plans MUST be available on-site for framing&final inspections. For Committee use only: t Approved Approved with Modifications Denied Rcvd Date: 412d/P. Reason for Denial: APPROVED Amount Lia c" APPROVED 4l Y Cash/CK# t 0) 4 C ,�[. :)CT 2 4 2022 Signed: i/1 ��e� �l l Rcvd by: Lr iiii ; ���� ! f ARMOUi H ''i1/, i � OLD KING'S HiGHWAI 45 Days: p Date Signed: /0/2 4/2 Z Il 1ffint 7?-AII Y APPLICATION it 0 ov.--4,,_ TOWN OF YARMOUTH .w,, . OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE +- 1146 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 1 1 5e-tuc -+ 14 . , Map/Lot 14 3/13 0 C/A # .7_-A I I&' Approval Date: I el2yia 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 statem— Date: / 2- / 2- Sign d: a J. iG�� -- (Owner/Contractor/Agent) APPROVED OCT 2 4 2022 'Signed: _ JC i' x -•1 rAaMOu(H (Chairman, OI ing's Highway Committee) OLD KING'S HIGHWAY , H:VOKH COMMITTEEMt,Nh.ttion Fo,ma\Stltement of Understanding 2015.docx Updated 12/2015 0 1 4°- `ar�%- TOWN OF YARMOUTH t ,', 1146 ROUTE 28,SOUTH YARMOUTH,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 days of the filing of such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King's Highway Regional Historic District Act. SECTION 9-Meetings,Hearings, Time for Making Determinations "As soon as convenient after such public hearing: but in any event within forty-five (45) days after the filing of application, or within .such further time as the applicant shall allow in writing, the Committee shall make a determination on the application." Applicant understands that the review of this application will be scheduled as soon as the situation allows. Applicant/Agent Name(please print) Stephen A Kelly Applicant/Agent signature:_ ���yi� .. ,� Date 09/27/2022 REV ; APPROVED' OCT 2 4 2022 SEA' 2 8 27 rAHMOU(H Y?Al-trout,;; OLD KINGS HIGHWAY OLD KING'S HIGHWAY I Application #: P'Ps11Ff 3t2020 ' ,t GENERAL SPECIFICATION SHEET Project Address: FOUNDATION: Material: Exposure(Not to exceed 18°): CHIMNEY: Material/Color: GUTTERS: Material/Color: ROOF: Material: Pitch(7/12 min) Height to Ridge: Color: 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: ��EP 2 8 2022 ` GARAGE DOORS: Qty: Mat'l: Style: Color. OLD KINGcvu,r, HI HWAY WINDOWS: Qty/side:: Front: Left: Right: Rear Color. Manufacturer/Series: Material: Grilles(Required: Pattern(6/6,2/1,etc.) Grille Toe:True Divided Lite: Snap-In:_ _ Between Glass:n Permanently Applied: l lExterior Interior STORM WINDOWS: Qty: Material: Color: SHUTTERS: Mel: Style:Paneled Louvered Color: APPROVED SKYLIGHTS:Qty: Fixed Vented Size Color or r 2 4 2022 DECK: Size: Decking Mat'l: Color: YARMOu rH Railing Mat'l: Style: Color: LD KING' HIGHWAY 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 METERSIHVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Color: Location(s): LIGHT POSTS: Qty: Material: Color: Location(s): Additional information: Panels will be Longi Green Energy LR4-60HOH-365M 2-General y pp. l� APPLICATION#: /'-r,� ONE or TWO FAMILY— BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: 99 SETUCKET RD Scope of Proposed Work: Installation of an interconnected PV system including 24 panels at 8.76 Kw DC NO ESS Date: 10/25/2022 Based on the scope of work described above,the applicant is required to obtain approval sign- offs from the following departments as checked-of below: Health Dept.—508-398-2231 ext. 1241 Conservation—508-398-2231 ext. 1288 Water Dept. —99 Buck Island Road, 508-771-7921 Old Kings HWY. Hist. Comm. —508-398-22631 ext. 1292 Engineering Dept. —508-398-2231 ext. 1250 Fire Dept.—Kevin Huck/Scott Smith, 96 Old Main Street, SY Note: Please call Fire Department for an appointment. 508-398-2212 Other Appropriate plans and/or application shall be provided to each departments checked-off above. Each of these regulatory authorities has their own requirements outside the jurisdiction of the Building Department. All applicable approvals shall be obtained prior to submitting a building permit application to the Building Dept. Thank you for your cooperation. Receipt Acknowledgement: 4 10/25/2022 Applicant's Signature /� Date Rev.Jan. 2019 §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223'1 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 OAR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 99 Setucket Rd Work Address Is to be disposed of oat the following location: 695 Myles Standish Blvd. Taunton, MA 02780 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 10/25/2022 Signa e of Applicati n Date Permit No. mow EV projects@evengineersnet.com 276-220-0064 tom ENGINEERS http://www.evengineersnet.com 9/17/2022 RE:Structural Certification for Installation of Residential Solar PAUL TUCKER:99 SETUCKET RD,YARMOUTH,MA,02675 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 2X10 Rafters at 16 inches. The slope of the roof was approximated to be 36 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 ZHOF,3/ Sincerely, a� 640 4' VINCENT azf' Vincent Mwumvaneza, P.E. o MWUMVANEZA cn EV Engineering, LLC NI.4,t 2 proiectsPevengineersnet.com �,�;;; co Le- E.‘‘'http://www.evengineersnet.com '• ONAIEN�'\� 1/1 - .J yrEVwow v projects@evengineersnet.com 276 220 0064 WEI ENGINEERS http://www.evengineersnet.com 9/17/2022 RE:Structural Certification for Installation of Residential Solar PAUL TUCKER:99 SETUCKET RD,YARMOUTH,MA,02675 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 2X10 Rafters at 16 inches. The slope of the roof was approximated to be 36 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, ZH oFMgss. 6MWUMVANEZ Vincent Mwumvaneza, P.E. A EV Engineering,LLC N,CIVIL 2 proiects@evengineersnet.com -P• EPFO �<" http://www.evengineersnet.com '• ONA�EN\� 1/1 — j • EV projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 9/17/2022 Job Address: 99 SETUCKET RD YARMOUTH, MA,02675 Job Name: PAUL TUCKER Job Number: 220917PT 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 mph Exposure C References NDS for Wood Construction STRUCT ONL ,mOFMAs � sq Cy VINCENT °N Sincerely, MWUMVANEZA CIVIL Vincent Mwumvaneza, P.E. i� 2 9i.; O EV Engineering, LLC ; S oNAL ENG\��� projects@evengineersnet.com http://www.evengineersnet.com 1/1 =` 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, Kn= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= 36.0 Degrees Adjustment Factor,A= 1.35 ASCE 7-10 Figure 30.5-1 a = 5.00 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 -35.3 -35.3 Figure 30.5-1 Pnet=0.6 x]t x KZT x Pnet30)= 23.75 28.60 28.60 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)= 25.98 25.98 25.98 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachment max.spacing= 5.3 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 14.6 319.9 422.4 2 5.3 14.6 390.7 422.4 3 3 8.3 221.1 239.1 Max= 390.7 < 512.5 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 Immuy EV projects@evengineersnet.com 276-220-0064 IIa ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framilill 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 18.9 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.567 Max Length,L= 12.25 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)+PDL= 52.0 plf Max Moment, M„= 567 lb-ft Conservatively Pv max Shear 422.4 lbs Max Shear,V„=wL/2+Pv Point Load= 529 lbs Load Case: DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+ PPvcos(8)+PDL= 57 plf Mdown= 619 lb-ft Mallowable=Sx x Fb' (wind)= 3157 lb-ft > 619 lb-ft OK Load Case: DL+S Ps+PPycos(8)+Poi= 35 plf Mdown= 387 lb-ft Mallowable=Sx x Fb' (wind)= 2269 lb-ft > 387 lb-ft OK Max Shear,Vu=wL/2+Pv Point Load= 529 lbs Member Capacity SPF#1/#2 2X10 Design Value CL CF C; C. Adjusted Value Fb= 875 psi 1.0 1.1 1.0 1.15 1107 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= 9.25 in Width,b= 1.5 in Cross-Sectonal Area,A= 13.875 in2 Moment of Inertia, I„„= 98.9316 in4 Section Modulus,Sx,= 21.3906 in3 Allowable Moment, Mail=Fb'Sxx= 1973.1 lb-ft DCR=Mu/Mali= 0.19 < 1 Satisfactory Allowable Shear,Va„=2/3F„'A= 1248.8 lb DCR=V/Va,i= 0.42 < 1 Satisfactory 1/1 11, EV projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 59% Dpv and Racking 3 psf Averarage Total Dead Load 11.8 psf Increase in Dead Load 7.1% 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 -PAUL TUCKER. 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 Dut"'�T7'ftn'.1~lop*ID: 190134ED-2180-4F05-AAB2-7CEE8D3DB86A Sunrun BrightAdvantageTM with Agreement Paul Tucker 99 Setucket Rd, Yarmouth, MA, 02675 Take Control of Your Electric Bill $0 $46,778.40 $0 . 190 Amount Due at Amount Due Implied cost per kWh Signing at Installation OWN YOUR SYSTEM AND YOUR SAVINGS M a Buy your Solar System - it's You may be eligible for a We also provide a yours on day 1! We handle Federal Solar Tax Credit, worry-free, 25-year project management, consult your tax advisor roof warranty. permitting, design, & installation. A SOLAR SYSTEM DESIGN FOR YOUR HOME You get a 8.76 kW DC Solar System With 24 Solar Panels and 1 Inverter(s) Which will produce an est 10,444 kWh in its first year And offset approx. 104%of your current estimated. electricity usage YOUR SALES REPRESENTATIVE: Chase VanAlfen chase.vanalfen@sunrun.com (3 5)376-4041 4- ..0011.P..affs/ DocuSign Certificate Of Completion Envelope Id: 190134ED21804FO5AAB27CEE8D3DB86A Status:Sent Subject:Customer Agreement REPLACE_FOR[[RecipientName]](PK49VKDF4FDA-K) Source Envelope: Document Pages:23 Signatures:4 Envelope Originator: Certificate Pages:6 Initials: 10 Sunrun eSignAdmin AutoNav:Enabled 595 Market St.,29th Floor Envelopeld Stamping:Enabled San Francisco,CA 94105 Time Zone:(UTC-08:00)Pacific Time(US&Canada) sunrun_esign_admin@sunrun.com IP Address: 13.110.74.8 Record Tracking Status:Original Holder:Sunrun eSignAdmin Location:DocuSign 9'6:2022 8•08.07 AM sunrun esign_admin@sunrun corn Signer Events Signature Timestamp Paul Tucker s's"`°°' Sent:9/6/2022 8.08:11 AM ptucker7450@yahoo.com �``' tY— — Viewed:9/6/2022 8:09:25 AM Security Level:Email,Account Authentication —90Ac52F4ee904°9 Signed:9/6/2022 8:14:13 AM (None) Signature Adoption:Drawn on Device Using IP Address:71.233.109.92 Electronic Record and Signature Disclosure: Accepted:9/6/2022 8:09:25 AM ID:4a805936-d783-4dec-a01 f-aa58c6119155 Chase VanAlfen rCG°� ,n�,,, Sent:9/6/2022 8:14:14 AM chase.vanalfen@sunrun.com ""�"L`� " Viewed:9/6/2022 8:14:30 AM Security Level:Email,Account Authentication 4,—eee8oieo250A43e Signed:9/6/2022 8:14:37 AM (None) Signature Adoption:Pre-selected Style Using IP Address:66.60.96.131 Electronic Record and Signature Disclosure: Not Offered via DocuSign SunrunOps Sent:9/6/2022 8:14:39 AM sunrun_esignatures@sunrunhome.com Security Level:In Session Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp .' ) miaT EV projects@evengineersnet.com 276-220-0064 lima ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 9/17/2022 Job Address: 99 SETUCKET RD YARMOUTH, MA,02675 Job Name: PAUL TUCKER Job Number: 220917PT 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 ,14, �.,, .mph Exposure C References NDS for Wood Construction STRUCT ONL voFm, Cy O G Sincerely, �� VINCENT if' O MWUMVANEZA CIVIL Vincent Mwumvaneza, P.E. �i.) 2 EV Engineering,LLC ��.7• ERNG`�ct proiects@evengineersnet.com orvalE http://www.evengineersnet.com 1/1 limy 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, Kr= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= 36.0 Degrees Adjustment Factor,A= 1.35 ASCE 7-10 Figure 30.5-1 a = 5.00 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 -35.3 -35.3 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 23.75 28.60 28.60 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)= 25.98 25.98 25.98 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachment max.spacing= = .' 3 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 14.6 319.9 422.4 2 5.3 14.6 390.7 422.4 3 3 8.3 221.1 239.1 Max= 390.7 < 512.5 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 ' I 4 MIK T EV projects@evengineersnet.com 276-220-0064 limm 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 18.9 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.567 Max Length,L= 12.25 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)+Pot= 52.0 plf Max Moment, M„= 567 lb-ft Conservatively Pv max Shear 422.4 lbs Max Shear,V„=wL/2+Pv Point Load= 529 lbs Load Case: DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+ PPvcos(8)+PDT= 57 plf Mdown= 619 lb-ft Mallowable=Sx x Fb'(wind)= 3157 lb-ft > 619 lb-ft OK Load Case: DL+S Ps+PP cos(8)+PDL= 35 plf Mdown= 387 lb-ft Mallowable=Sx x Fb'(wind)= 2269 lb-ft > 387 lb-ft OK Max Shear,V„=wL/2+Pv Point Load= 529 lbs Member Capacity SPF#1/#2 2X10 Design Value C1 CF C, C. Adjusted Value Fb= 875 psi 1.0 1.1 1.0 1.15 1107 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= 9.25 in Width, b= 1.5 in Cross-Sectonal Area,A= 13.875 in2 Moment of Inertia, Ixx= 98.9316 ina Section Modulus,Sxx= 21.3906 in3 Allowable Moment,Mali=Fb'Sxx= 1973.1 lb-ft DCR=M /Maii= 0.19 < 1 Satisfactory Allowable Shear,Vail=2/3F„'A= 1248.8 lb DCR=V/Vaii= 0.42 <1 Satisfactory 1/1 ,14 = EV projects@evengineersnet.com 276-220-0064 mum ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 59% Dpv and Racking 3 psf Averarage Total Dead Load 11.8 psf Increase in Dead Load 7.1% 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 -PAUL TUCKER. 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