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HomeMy WebLinkAboutBLD-23-002736 . /1/i.9/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 {. f ii 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: 8 4 b. -,t3 -06 7 3 46, Date Applied ? .,/r /7. -- 2 Building Official(Print'Name) Signature auk. SECTION 1:SITE! INFORMATION RECEIVED 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 316 Long Pond Drive NOV 16 2022 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: BUILDING DEPARTMENT By _ 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? — Municipal El Cn site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Richard Wasley Yarmouth. MA 02664 Name(Print) City,State,ZIP 316 Long Pond Drive No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied ❑ I Repairs(s) 0 Alteration(s) ❑ I Addition ❑ Demolition ❑ Accessory Bldg. 0 Number of Units Other j> Specify: Solar Brief Description of Proposed Work2: Install Roof Mounted Hardware to Erect a Solar Photovoltaic Arra .on a Sloped Shingle rnnfing System ( 20 Panels) / fl/) ES . n Z..)�cS1?2.4C7Nzz_al SECTION 4: ESTIMATED CONSTRUCTION COSTS. • Item Estimated Costs: Official Use Only (Labor and Materials) _ 1.Building $ 7600 1. Building Permit Fee:S/.cp Indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee 20000 0 Total Project Cost(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: t?,t-iLrgW,/d 5.Mechanical (Fire $ . • Suppression) Total All Fees:$ Check No. Check Amount:__Cash Amount: 6.Total Project Cost: S 27600.00 0 Paid in Full 0 Outstanding Balance Due: • SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) Stephen M Cuzziere CS104385 4/18/2024 p License Number Expiration Date Name of CSL Holder List CSL Type(see below)._U 9 Doris Road No.and Street Type Description Westford. MA 01886 U I Unrestricted(Buildings up to 35,000 cu.ft.) City/Town,State,ZIP R Restricted l&2 Family Dwelling lvI Masonry RC f Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 978-652-2323 smc@gogreenindustries.us Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) Go Green Industries Inc. 158439 01/04/2024 ej Name or HIC Registrant Name HIC Registration Number Expiration Date HIC Company 2 Doris Road Na.and Street smc@gogreenindustries.us Westford, MA 01886 978-652-2323 Email address City/Town,State,ZIP Telephone SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes 1X 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 Stephen M Cuzziere/GoGreen Industries Inc. to act on my behalf,in all matters relative to work authorized by this building permit application. Richard Wasley 10/28/2022 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. Stephen M Cuzziere 10/28/2022 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 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(RIC)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 lyww.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics, decks or porch) Gross living area(sq.ft,) Habitable room count_ Number of fireplaces Number of bedrooms _ Number of bathrooms Number of half/baths_ Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" Commonwealth of Massachusetts Division of Occupational Licensure Board of Building R ulations and Standards I I' Cons ton S ,rvisor yV CS-104385 spires:04/18/2024 STEPHEN MpUZZIERE J 2 DORIS ROAD WESTFORD h11� 01886 Commissioner d,i IILmaw THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Corporation Registration Expiration 158439 01/04/2024 GO GREEN INDUSTRIES INC. STEPHEN CUZZIERE 2 DORIS RD. a WESTFORD,MA 01886 Undersecretary • The Commonwealth of Massachusetts • i/ Department of Industrial Accidents ir7.:111111= 1 Congress Street, Suite 100 y r� Boston, MA 02114-2017 • r� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Go Green Industries Inc. Address: 288 Littleton Rd Suite #5 City/State/Zip: Westford, MA 01886 Phone#: 978-652-2323 Are you an employer?Check the appropriate box: Type of project(required): l I am a employer with 3 employees(full and/or part-time).* 7. ❑New construction 2.E1 I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.['No workers'comp. insurance required.] 3.❑I am a homeowner doing all work myself.(No workers'comp. insurance required.]t g Demolition❑ 4.{:I am a homeowner aridmy ProPert7•will be hiring contractors to conduct all work on I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp. insurance.i 13•❑.Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14. ]Other Solar 152,§I(4),and we have no employees.(No workers'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: The Hartford Policy 4 or Self-ins.Lic. : 6S60UB2E90452121 Expiration Date: 07/17/2023 Job Site Address: Yarmouth, MA 02664 City/State/Zip;` Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by 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. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify wider the pains and penalties of perjury that the information provided above is true and correct. Signature: c 7'YG r.Q/t.0-- Date: 10/28/2022 Phone#: 978- 52-2323 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License r • Issuing Authority(circle one): I.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: [DATEAr' TkiZE CCERTIFICATE OF LIABILITY INSURANCE TIFICATE 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 pollcy(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 CONTACT NAME: LOPRIORE INSURANCE PHONE FAX 426 MAIN STREET SUITE TWO (A/C,No,Est): (A/C,No): EMAIL STONEHAM,MA 02180 ADDRESS: 75MTK INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: HARTFORD UNDERWRITERS INSURANCE COMPANY GO GREEN INDUSTRIES INC INSURER B: INSURER C: INSURER D: 2 DORIS ROAD INSURER E: WESTFORD,MA 01886 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 ASSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUB,IECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR' ADD SUB POLICY EFF POLICY EXP LTR TYPE OF INSURANCE L R POLICY NUMBEIZ (MAI\DDIYI'YY) (MMIDDIYVYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE CLAIMS MADE OCCUR. DAMAGE TO RENTED 1$ PREMISES(Ea occurrence) MED EXP(Any one person) $ PERSONAL&ADV INJURY �$ GEN'L AGGREGATE LIMIT APPLIES PER: $ AGGREGAT❑PROJECT ❑LOC GENERAL E POLICY PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ .— ANY AUTO LIMIT(Ea accident) BODILY INJURY $ ...� OWNED SCHEDULE AUTO e'er person) .�_. AUTOS ONLYHIRED NON-OWNED BODILY INJURY $ AUTOS ONLY AUTOS ONLY (F'er accident) — PROPERTY DAMAGE $ (F'er accident) $ UMBRELLA LIAB H OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ 11004■11 DED uRETENTION $ $ WORKER'S COMPENSATION AND PER OTHER EMPLOYER'S LIABILITY STATUTE UB-2E904521-22 07/17/2022 07/17/2023 ANY PROPERITOR/PARTNERIEXECUTIVE Y1N E.L.EACH ACCIDENT IS 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) Y❑ N/A E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. THE INSURED'S MA WORKERS COMPENSATION POLICY AND ITS LIMITED OTHER STATES ENDORSEMENT AUTHORIZES THE PAYMENT OF BENEFITS FOR CLAIMS MADE BY THE INSURED'S MA EMPLOYEES IN STATES OTHER THAN MA. NO AUTHORIZATION IS GIVEN TO PAY CLAIMS FOR BENEFITS IN STATES OTHER THAN MA IF THE INSURED HIRES,OR HAS HIRED EMPLOYEES OUTSIDE OF MA. THIS POLICY DOES NOT PROVIDE COVERAGE FOR ANY STATE OTHER THAN MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE PO-ICY PROVISIONS. AUTHORIZED REPRESENTATIVE 9214 ea _j, ACORD 25(2016/03)(Rev.09-18) The ACORD name and logo are registered marks of ACORD 1988-2015 ACORD C•PORATION. All rights reserved. AC CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIYYYY) ‘reie./- 4/5/2022 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 CONS"ITUTE 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 be endorsed. I`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 CON NAME:A`r Certificate Department Asset One Insurance PHONE ). 714-625-8204 (A/C,No): 714-625-8290 555 Anton Blvd MAIL ADDRESS: ara@solarinsure.com Suite 150&200 INSURER(S)AFFORDING COVERAGE NAIC# Costa Mesa CA 92626 INSURER A: Preferred Contractors Insurance Co. 12497 INSURED INSURER B: _ Go Green Industries Inc. INSURER C: 2 Doris Rd INSURER D: INSURER E: Westford MA 01886 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 ADMSUMPOLICY EFF POLICY EXP TYPE OF INSURANCE LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ 50,000 MED EXP(Any one person) $ 5,000 A PC418299 12/12/2021 12/12/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY GOMBINEU SINGLE LIMI I $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ — ALL OWNED —SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS _ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per acddent) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Go Green Industries Inc ACCORDANCE WITH THE POLICY PROVISIONS. 288 Littleton Rd AUTHORIZED REPRESENTATIVE #5 j / Westford MA 01886 y,, y jl • ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ONE or TWO FAMILY— BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: 316 Long Pond Drive Yarmouth, MA 02664 Scope of Proposed Work: Install Roof Mounted Hardware to Erect a Solar Photovoltaic Array on a Sloepd Shingle roofing System. Date: 10/28/2022 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: � 10/28/2022 Applicant's Signa ure Date Rev. Jan. 2019 §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22* 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 316 Long Pond Drive Work Address Is to be disposed of oat the following location: 288 Littleton Rd Suite #5 Westford MA, 01886 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 3,01. 7 10/28/2022 Signature of App1Aion Date Permit No. • 8. Payment Progress payments are due as each phase of the Work is completed. a) Amount due upon signing contract: 0% b) Amount due on construction start date: 60% c) Amount due when project is substantially completed,as defined by proof of production from solar panels: 30% d) Amount du• . •-• . em is commissioned by the utility and the system is turned on: 10% •tal price is $27,600 f� �� R. Initial Here: 8.1. Payment for Off-Site Materials A. Except as otherwise provided in the Contract Documents, cost of materials and equipment to be incorporated into the Work which are stored off the Job Site may be included in an application for payment. B. SMARTROOF agrees to transport all materials stored off-site, subject to off-site invoicing,at its sole risk, and to replace any off-site materials damaged in transit to the site from off-site storage at its own expense. C. The value of materials stored off-site shall not exceed$10,000.00. 8.2 Payment for Additional Services If the Parties agree that any erroneous instruction,Drawing, act or omission of Customer or any representative of Customer,or any act of agency of government outside of SMARTROOF's control (herein the"Surprise Conditions"), increases costs to SMARTROOF,requires extra time or changes the Scope of the Project, SMARTROOF shall have be paid the fair prevailing value of its time and materials charges flowing from said Surprise Conditions. If the Parties disagree,as to materiality of Surprise Conditions,such disputes shall not cause SMARTROOF to delay or suspend Work;and shall not cause Customer to delay or suspend payments as provided by this agreement.In any event, continued performance by SMARTROOF shall not be deemed a waiver of any Claim for additional compensation. 9. Workmanship On written notice from Customer, SMARTROOF shall promptly remove from the Job Site any Deliverables agreed to be either unsatisfactorily installed, or not in compliance with the Contract Documents. In the event of any such agreement, SMARTROOF shall promptly repair or replace such rejected Work or materials at no cost to Customer,and at its own expense. SMARTROOF also agrees to 9 Document Ref:TE4MT-KONEU-4MKR5-TDRNW , under the contract,which are in the possession of the owner, shall be placed in a joint escrow account requiring the signature of the contractor and owner for withdrawal." Massachusetts General Laws 142A, Section 2(a)(8)requires that the property owner receive,at the time of signing,a copy of the contract signed by both the contractor and the owner.No work shall begin prior to the signing of the contract and transmittal to the owner of a copy of such contract. Massachusetts General Laws 142A, Section 2(a)(8)requires that this contract include a notice disclosing all warranties and the rights of Owner under this agreement.Except as provided elsewhere in this agreement,U.S.A.makes no express warranty. Owner waives,renounces and disclaims all implied warranties of fitness for purpose,merchantability,habitability and good construction. 24 Counterparts. This Agreement may be executed in one or more counterparts,each of which shall be deemed an original, and will become effective and binding upon the Parties as of the Effective Date at such time as all the signatories hereto have signed a counterpart of this Agreement. IN WITNESS WHEREOF,the parties have caused this Agreement to be executed by their duly authorized representatives. SMARTROOF CAPITAL,LLC OWNER: Kevin O'Grady Richard Wasley Name: Name: Ket 0'arady Rcchar (War(,ey Signature: Signature 09 122 / 2022 09 122 12022 Date: Date: 14 Document Ref:TE4MT-KONEU-4MKR5-TDRNW Page 14 of 14 projects@evengineersnet.com 276-220-0064 http://www.evengineersnet.com 3/17/2022 RE:Structural Certification for Installation of Residential Solar RICHARD WASLEY:316 LONG POND DR,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 Asphalt Shingle roofing over roof plywood supported by 2X6 Rafters at 16 inches and 2x8 rafters at 16 inches.The slopes of the roof were approximated to be 8,16 and 35 degrees. After review of the field observation data and based on our structural capacity calculation,the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install.Should they find any discrepancies,a written approval from SEOR is mandatory before proceeding with install.Capacity calculations were done in accordance with applicable building codes. Design Criteria Code 2015 IRC(ASCE 7-10)-CMR 780 9th Ed Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 142 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, Cr���LN OF hl4ss4c, VINCENT s Vincent Mwumvaneza, P.E. MWUMVANEZA EV Engineering, LLC CIVIL N�. 2 projects@evengineersnet.com (<, http://www.evengineersnet.com f k)NAI.EN�' 1/1 1111111111.111MUM projects@evengineersnet.com 276-220-0064 http://www.evengineersnet.com Structural Letter for PV Installation 3/17/2022 Job Address: 316 LONG POND DR YARMOUTH,MA 02664 Job Name: RICHARD WASLEY Job Number: 220317RW 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 142 mph Exposure C References NDS for Wood Construction STRUCT ONL o`H OF MgSScyG Sincerely, VINCENT MWUMVANEZA CIVIL Vincent Mwumvaneza,P.E. N a• 2 EV Engineering, LLC /. Es \‘,,c. •projects(evengineersnet.com ONAIEN http://www.evengineersnet.com 1/1 projects@evengineersnet.com 276-220-0064 mom mow ENGINEERS http://www.evengineersnet.com Wind Load Cont. Risk Category= II ASCE 7-10 Table 1.5-1 Wind Speed (3s gust),V= 142 mph ASCE 7-10 Figure 26.5-1A Roughness= C ASCE 7-10 Sec 26.'.7.2 Exposure= C ASCE 7-10 Sec 26.7.3 Topographic Factor,KZT= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= 35.0 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(0.9m) Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= -30.2 -36.3 -36.3 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 21.90 26.37 26.37 Equation 30.5-1 Downpressure(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= 33.0 33.0 33.0 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 23.95 23.95 23.95 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachement max.spacing= 4 ft 5/16"Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A-NDS Lag Screw Penetration 2.5 in DFL Assumed Prying Coefficient 1.4 Allowable Capacity= 760 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(lbs) 1 4 11.0 221.1 296.5 2 4 11.0 270.3 296.5 3 3 8.3 202.7 222.4 Max= 270.3 < 760 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 a mR v projects@evengineersnet.com 276-220-0064 w► ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing Rafters 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 19.4 plf Is= 1.0 ASCE 7-10,Table 1.5-1 Cs 0.583 Max Length,L= 11.8 ft Tributary Width,WT.= 16 in Dr= 10 psf 13.33 plf PvDL= 3 psf 4 plf Load Case: DL+0.6W Pnet+Pa„cos(0)+Pot= 49.3 plf Max Moment, M„= 756 lb-ft Conservatively Pv max Shear 296.5 lbs Max Shear,Vu=wL/2+Pv Point Load= 398 lbs Load Case: DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+Pp„cos(0)+PDL= 55 plf Mdown= 846 lb-ft Mallowable=Sx x Fb'(wind)= 1507 lb-ft > 846 lb-ft OK Load Case:DL+S Ps+ Ppvcos(0)+PDL= 36 plf Mdown= 553 lb-ft Mallowable=Sx x Fb'(wind)= 1083 lb-ft > 553 lb-ft OK Max Shear,V„=wL/2+Pv Point Load= 398 lbs Member Capacity DF-L No.1 2X6 Design Value CL CF C; Cr KF 4 A Adjusted Value Fb= 1000 psi 1.0 1.3 1.0 1.15 2.54 0.85 0.8 1495 psi F„= 180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi E= 1700000 psi N/A N/A 1.0 N/A N/A N/A N/A 1700000 psi Emin= 620000 psi N/A N/A 1.0 N/A 1.76 0.85 N/A 620000 psi Depth, d= 5.5 in Width, b= 1.5 in Cross-Sectonal Area,A= 8.25 in2 Moment of Inertia, I.= 20.7969 In4 Section Modulus,S.= 7.5625 in3 Allowable Moment, Mall=Fb'sxx= 942.2 lb-ft DCR=M„/Mali= 0.53 <1 Satisfactory Allowable Shear, Vall=2/3F„'A= 990.0 lb DCR=Vu/Vaii= 0.40 < 1 Satisfactory 1/1 • projects@evengineersnet.corn 276-220-0064 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% 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-RICHARD WASLEY.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 N LEGEND: APROPERTY LINE: - - FENCE: 0 0 0 ,- ' APN:YARMM0068B00166L0000 �A� I\ DRIVEWAY:- �Q • • Q�� • 225'5' • \ II- • 124'-10' •, 28'-T • • 233'-0' S*00% \MAIN HOME 4 '� 20'-1' 59'-11' SCALE:1/32"=1'-0" • \, j WASLEY,YARMOUTH FENCE LINE 316 LONG POND DRIVE, YARMOUTH,MA 02664 • T ' PROPERTY LINE AHJ:YARMOUTHTOWN SMARTNTROOF CAPITAL / uc.w.w,RENOWN PROPERTY PLAN DATE:10/8/2022 DRAWN BY:AJ PV-2 ROOF DETAIL N SYSTEM LEGEND ROOF TYPE:ASPHALT SHINGLE A PHOTOVOLTAIC SYSTEM: DC SYSTEM SIZE:8.00 kW ROOF SECTION 1:12 MODULES AC SYSTEM SIZE:5.80 kW AZIMUTH:134° PITCH:35° UM MAIN SERVICE METER AND SERVICE POINT ROOF SECTION 2:3 MODULES IMPI MAIN SERVICE PANEL AZIMUTH:225° O ICPI COMBINER BOX PITCH:16° . I I (20)HAMNHA O.PEAK DUO BLK ML-C10. - [400W]WITH ENPHASE IO7PLUS-72-2-US ROOF SECTION 3:3 MODULES / ® AZIMUTH:450 / 0 1240VJ MICROINVERTRSMOUNTED UNDER PITCH:16° O \\ I 111 JUNCTION BOX AND CONDUIT ROOF SECTION 4:2 MODULES \ _I AZIMUTH:134° \ e4). CONDUIT RUN PITCH:35° ® • OTTH RWISEOCONDUIT BLOCKS MIN.BE RUN IN ATTIC IF P/MAX OSSIB L6' / ABOVE ROOF SURFACE,CLOSE TO RIDGE ONES, / AND UNDER EAVES;TO BE PAINTED TO MATCH EXTERIOR/EXISTING BACKGROUND COLOR OF ITS \ LOCATION;TO BE LABELED AT MAX 10'INTERVALS. \ CONDUIT RUNS ARE APPROXIMATE AND ARE TO ® \� BE DETERMINED IN THE BY THE INSTALLERS / / I ACI PV SYSTEM FUSED AC DISCONNECT H I SM I SMART METER OAD 0 0// SCALE:1/8"=1'-0" WASLEY,YARMOUTH 316 LONG POND DRIVE, �� YARMOUTH,MA 02664 0 AHJ:YARMOUTH TOWN 0 SMARTROOF CAPITAL II SPICE STREET.MT 5.CFMNt£STOWN IAA TRIM TEL NC.WlIMMIS TIC.w.NW MCWISP54 SITE PLAN DATE101812022 DRAWN BY:AJ PV-3 ROOF DETAIL SYSTEM LEGEND • ROOF ATTACHMENT POINT ROOF TYPE:ASPHALT SHINGLE ?' ROOF FRAMING(RAFTERS/TRUSS) ROOF SECTION 1: 12 MODULES RACKING AZIMUTH: 134° C), PITCH:35° ROOF SECTION 2:3 MODULES AZIMUTH: 225° O PITCH: 16° ROOF SECTION 3:3 MODULES AZIMUTH: 45° C), PITCH: 16° ROOF SECTION 4:2 MODULES AZIMUTH: 134° C) ,/ PITCH:35° / i MODULE MECHANICAL SPECIFICATIONS / r•. • • • • • • • • • • DESIGN WIND SPEED 142 MPH • • • L 4'TYP. DESIGN SNOW LOAD 30 PSF • . • • • • #OF STORIES 1 • • • ROOF PITCH 35°&16° T TOTAL ARRAY AREA(SQ.FT) 421.40 - • I - - I SCALE:1/8'=1'-0' TOTAL ROOF AREA(SQ.FT) 1798 I WASLEY,YARMOUTH • I • 316 LONG POND DRIVE, ARRAY SQ.FT/TOTAL ROOF SQ.FT 23.44% • • YARMOUTH,MA 02664 • AHJ:YARMOUTH TOWN STRUCTU7ALATTACHENT • ° ° ° MODULE ASRMLT S!ICLE �' SMARTROOF CAPITAL B SMGE STREET.UV 6.CWIESTOMH.14.102120 TEL NO.2I66661V3 '' UL.NO.W HIC•191I64 - ROOF PLAN DATE:1 BY:AJ • DRAWN BY:AJ PV 3.1 ELEVATION DETAIL NOTE:ALL DC CONNECTOR TO MODULES OR INVERTERS MUST i CONDUCTOR AND CONDUIT SCHEDULE PHOTOVOLTAIC SYSTEM: BE OF MATCHING MANUFACTURING BRAND AND STYLE.DO NOT -_ USE'COMPATIBLE'CONNECTORS WHICH HAVE NOT BEEN UL TAG WIRE TYPE WIRE SIZE itOF CONDUCTORS CONDUIT TYPE MIN.CONDUIT SIZE DC SYSTEM SIZE:8.00 kW TESTED FOR COMPATIBILITY.PERFORMANCE AND FIRE DAMAGE AC SYSTEM SIZE:5.80 kW MAY RESULT FROM MISMATCHED CONNECTOR USEAGE 1 ENPHASE Q CABLE #12 4-L1 L2 FREE AIR N/A INVERTER:(20)ENPHASE - 1 BARE COPPER #6 1-BARE FREE AIR N/A IQ7PLUS-72-2-US[240V) MICROINVERTERS 2 THWN-2 #10 4-L1 L2 EMT 3/4' MODULE:(20)HANWHA Q.PEAK DUO BLK 2 THWN-2 EGC #8 1-GND EMT 3/4' 3 THWN-2 #10 3-L1 L2 N EMT 3/4' ROM I. Mr..FS ARE BONDED TO RAIL USN%LL 2701 RATED WADING SYSTEM- MEGRATED BONDING MDCIAMPS+DIRECTEURML LAY-IN-LUGS,SEE 3 THWN-2EGC #8 1-GND EMT 3/4' ATTACHED FORSPECFICATDNIS F APPLICABLE 2. PV DC SYSTEM IS UN(WOIWED- J. PV ARRAY WILL HAVE A GROUNDING ELECTRODE SYSTEM IN COAPLMFDE WITH NEC 291.58 AND 690.47(A) 4. PV SOIREE,OUTPUT.AID IWERTER INPUT CIRCUIT WRING METHODS UTILITY SERVICE SHALL COMPLY WITH NEC 590.I(3) NSTAR ELECTRIC 5. BACKFED PV BREAKER WILL BE INSTALLED AT OPPOSITE END OF TEE BUS 120QIOV BAR FROM THE MAIN BREAKER.A PERMANENT WARNING LABEL TO BE INSTALLED PER SYSTEM NONAGE,PAGE SINGLE PHASE 6, BARE COPPER S TRAISITENED TO T14.11N.2 VIA IRREVERSBLE CRIME. WHEN PRESENT.TEE GEC TO BE COMMDIS 7. INERTER(S)TO BE COIPLANT WITH LA 1741 SLPPLEKENT A 8, CONDUIT AND CONDUCTOR SPECFICATDMS ARE BASED ON MNMAA CODE REQUIREMENTS AND ARE NOT MEANT TO MT UPSWING AS REQUIRED BY FELD CONDITIONS THE ENPHASE g7PWb-72-2L5 Novi B. CONDUIT AND CONDUCTOR SPECFOATINS AVE BASED ON MAINTAIN CODE MICROINVERTERS HAVE INTEGRATED GROUND j R.71 REQUIREMENTS AND ARE NOT LEANT TO LIMIT T UPSIZ AS REQUIRED BY AND DOUBLE INSULATOR,SO NO GEC OR EGC IS FELD CONORKKJS. REQUIRED.THE DC CIRCUIT IS ISOLATED AND 25DB INSULATED FROM GROUND AND MEETS THE IAN • REQUIREMENTS OF NEC 690.35 SERVICE (N)240VBOA PS ENPHASE ONNECT PV CIRCUIT I:10 MODULES-HANMIA Q.PEAK NEMA3R RATED JUNCTION LOAD CENTER,AC WMNNER WITH DUO IRK MLG10•HDOWI BOX:N SHALL COMPLY WI INTEGRATED MONITORING, • o o c \J NEC 110.3 N 310.8 NEMA 3R RATED (N)2AC ADISCONNECTN ENVOYEI l 240VBOA NEMA 3R 9 10 MOMTORR (N)SMART METER NON-FUSIBLE,- p y - yISIBLE{pCKAgLE (Ej LOADS LOAD 2P-15A I ( S 1 LABELED 40 IIII \/YID`/ (N)TEL OCPD (E)2WA RATED MAIN SERVICE \ rl ) I V. 2Pf_T---_• PANEL J V ]P 204 V __ Ilw CIRCUIT 2:10 MODULES-HANWHA SPEAK DUO _!l LINE n BLX MLG10.1400Wf o 0 0 \ / 'NV' (El TE GROUND v (E)GROUND ROD+ I 10 0:)WATER PIPE BOND WASLEY,YARMOUTH ENPNASE 316 LONG POND DRIVE, IQTPLDsas z4Ag R4M YARMOUTH,MA 02664 MICROINVERTERS PV MODULE ELECTRICAL SPECIFICATIONS NNERTER ELECTRICAL SPECFICATION6 AHJ:YARMOUTH TOWN HANWIA Q.PEAK DUO BLK 1.11G10z ENPHASE MODULE TYPE ROM INVERTER TYPE IQ7PLUS-72-2-US Ravi _ - MICROINVERTERS SYSTEM OVER-CURRENT PROTECTION DEVICE(OCPD)CALCUTATIONB SMARTROOF CAPITAL POWER MAX(P.A.) 400W MAX INPUT DC VOLTAGE NOV ENPHASE I07PLUS-72-2L8 ... INVERTER TYPE 1240VI MICRON K,w. Ri5 MICROINVERTERS U MA11101 1 OPEN CIRCUIT VOLTAGE NOD) 45.30V MAX DC SHORT CIRCUIT CURRENT 154 SHORT CIRCUIT CURRENT).. 11.14A MAXIMUM OUTPUT POWER 290W NOF INVERTERS 20 1-LINE DIAGRAM&CALCULATIONS WX CONTINUOUS OUTPUT CURRENT 121 -- - ____ ..--- MAX POWER-POINT VOLTAGE MA 37.13V MAXIMUM CONT.OUTPUT CURRENT 121A MAX POWER-POINT CURRENT ) 10.77A CEC EFFICIENCY y (I OF BNERTERS)X(MAX CONT.OUTPUT CLIRRB41)X 125%<=OCPD DATE:tOl812D22 hP RATING DRAWN BY:AJ PV-4 SERIES FUSE RATING 20A MAX UNITS PER 20A CIRCUIT 13 (20 z 121Az 125).3025A<=NA,OK • RHRA 1 , ATTACHMENT DETAILS R �� w.,LH°GR TAPPED �% (N.T.S.) 1 ■ I �' RA,.GR, Ha .cost SPRING . �PI�\ = II�II� �� u SS ATTACHMENT TYPE: SNAPNRACK SPEEDSEAL FOOT I_ __.ar - � 1 WITH SNAPNRACK UR-40 RAILS CROSS SECTION 37S TOP 'u"'�"'""'Es SPEEDS. EXPLODED ROOF TYPE:ASPHALT SHINGLE, ROOF TILT: 35°,16° 5UET/Y STA*1OR AIA#FIT THREADS MICRO.THU PURIIN. SRA..AR ULTRA RA. SEALING wASH.I,ss.,ORPSO.) SIZE IENGTH APPROPRIATELY SIZE "roSCREW MODULE WEIGHT:48.5 LBS O.PG N. GRwOW.. S.AP.RA[G SPEEDSEAL FOOT `.' ' W,FETAL SHOWN. M LTIA�E _ MODULE DIMENSIONS: 6.16'X 3.42' RIRH IN FIA T ....LEm..R.A.. [11 .ERS.S GREaG�A. �`' MODULE WEIGHT/SQ. FOOT: 2.29 LBS a' SELF' A G FASTENED �'� 'P ♦�`�' TOTAL NO. OF MODULES: 20 SHOWN MAP.& \ V .01 TOTAL MODULE WEIGHT:970 LBS w0000�sFOw I E 1r1Lia* wSR GIN.6.YP.HRRED m L E., FOR USE WITH SSNPRLI(15-60 RAIL LTRA SERIFS RADS "IF �R,sRCAOc�KS \I BILL OF MATERIAL EQUIPMENT MAKE QUANTITY MODULE HANWHA Q.PEAK DUO BLK ML-G10+[400W] 20 INVERTER ENPHASE IQ7PLUS-72-2-US[240V]MICROINVERTERS 20 WASLEY,YARMOUTH ENPHASE IQ COMBINER BOX 316 LONG POND DRIVE, AC COMBINER BOX W/MONITORING(X-IQ-AM1-240-3)WITH(2)20A/2P 1 YARMOUTH,MA 02664 BREAKER END CLAMPS MODULE END CLAMP STANDARD 24 AHJ:YARMOUTH TOWN MID CLAMPS MODULE MIDDLE CLAMP SET STANDARD(INTEGRATED 28 GROUNDING) SMMTROOF CAPITAL MOUNTING POINTS SNAPNRACK SPEEDSEAL FOOT 68IF L NO O781,96861, MOUNTING RAILS SNAP N RACK UR-40 RAIL 14 LR NG.R.L»R.,' SMART METER 200A RATED SMART METER 1 MOUNTING DETAILS AND BOM AC DISCONNECT 60A RATED NON-FUSED AC DISCONNECT 1 DATE:101812022 DRAWN BY:AJ PY•5 PV BREAKER 40A/2P PV BREAKER 1