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HomeMy WebLinkAboutBLD-23-001738 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 s,E' Massachusetts State Building Code,780 CMR Building Permit Application To Construct,Repair, Renovate Or Demolish a One-or Two-Family Dwelling D This Section For Official Use Only R E C E V C Building Permit Number: I6(J)-Z 3-0 0173? Date Applied: '�� • c5 � � �u--) J),�a, - �C1 o�'t --- Building Official(Print Name) • Signature BUiLDINCPA!3 MENT SECTION 1:SITE INFORMATION E3y T 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1 ` v Yl Vc :. pp3"T ! 4 c IlT v L t(1 ' (--, 1.l a Is this an accepted street?yes v no Map Number Parcel Number 1.3 Zoning Information: 5.1..:C 'C'ievi,k 1.4 Property Dimensions: 1 ,� 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 g 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: _/ Public I1' Private❑ Zone: C Outside Flood Zone? Municipal❑ On site disposal system �,r Check dyes❑ SECTION 2: PROPERTY OWNERSHIP` 2.1 Owner'pf Record: 14 .,,.T&( 1.�,. Q%G-1'.:i aVs.3 ki6c ) Ip K o 1 , Name(Print) City,State,Z i j= V' 02.:r0t;w- "c`k)L1 c, `j C 1 .,.C 1-.: 66(c t l )4 tccptsuLS1 t*Pcer t°.a,,.(c No.and Street Telephone -i Email Address 1 SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction❑ Existing Building 0 Owner-Occupied 0 I Repairs(s) 0 Alteration(s) 1W Addition Li/ Demolition ❑ Accessory Bldg.0 Number of Units Other ❑ Specify: Brief Description of Proposed Work2:.— tr \it- 3 �ZGc.i v -c i= '.c T+�ty`� .: "a.,.,. ,Ai 1-6 W i r-'� is. i'(yc.:1-., .t a_ L.Orv�,—.% T 12`:>4,1*I L 1 4 , . w ,� <c t,x-t i..1 (-24.L.C{`�. e .,c_,-t T F e c V...=l 1 t-.-1, A iS k' A f: �'K�� 'Wk.1:--- - C-} v...(--t 3'-1 k C. �"NO SECTION 4: STIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official UseOnly (Labor and Materials) I.Building $ 0 O CSC c `_; 1. Building Permit Fee:$,$s, Indicate how fee is determined: )9 Standard City/Town Application Fee ?.Electrical $ ci.i' ' '- , C;C ❑Total Project Cost3(Item 6)x multiplier x A / 3.Plumbing $ (t (,:66,c, 2. Other Fees: $ .i,( 4.Mechanical (HVAC) $ F List: _� -) � J� 5.Mechanical (Fire _ Suppression) $ Total All Fees:$ Check No. Check Amount: Cas. "aunt: 6.Total Project Cost: $ 9 510 50. co ❑Paid in Full ill Outstanding Balanc: Due: 4 7y eY-.) .1 � ti bi l SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) City/Town,State,ZIP R Restricted 1&2 Family Dwelling Zvi Masonry RC Roofing Covering • WS Window and Siding SF Solid Fuel Burning Appliances I insulation Telephone Email address D I Demolition 5.2 Registered Home Improvement Contractor(HIC) BIC Company Name or HIC Registrant Name I�IC Registration Number Expiration Date No.and Street Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(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 0 'go 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 to act on my behalf,in all matters relative to work authorized by this building permit application. 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: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the IIIC Program can be found at www.mass.govyoga Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) l i ia c. (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) i r� ..tr, Habitable room count h� Number of fireplaces a Number of bedrooms z Number of bathrooms .NJ Number of half/baths Q Type of heating system t '4. y f.i C Number of decks/porches t.. Type of cooling system w: :, v--Z Enclosed Open 3. "Total Project Square Footage"may be substituted fcr"Total Project Cost" The Commonwealth of Massachusetts Department oflndustrialAccidents g�=yin= 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation insurance Affidavit: Builders/Contractors/EIectricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information PIease Print Legibly Name (Business/Organization/Individual): Z,r, c� T 111 �,. 3 Address: t t2 ��1 ; -,16 N 6 t= City/State/Zip:W,-s-r\ek -.frt :0 VAA '1 Phone#: Are you an employer?Check the appropriate box: Type of project(required): LE 1 am a employer with employees(full and/or part-time).* 7. New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in any capacity,[No workers'comp.insurance required.] 8. f�t�Remodeling 3.El am a homeowner doing all work myself.(No workers'comp.insurance required.]t 9. U Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. 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.D Plumbing repairs or additions 5.❑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.t 13. Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.Q Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box Al 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. xContractors 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: Policy 4 or Self-ins.Lic.#: Expiration Date: Job Site Address: 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 under the pains and penalties of perjury that the information provided above is true and correct. Signature:' . Date: et 1 "l 1)0- Phone#: l (1 Official use only. Do not write in this area,to be completed by city or town official. City or Town: iPermit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: oo.Y4t, TOWN OF YARMOUTH - _ `spa _ BUILDING DEPARTMENT 1146 Route 28, South Yarmouth,MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: JOB LOCATION: i ( Q \%e t t ; ' ;At'2�riGv e d{ NAME STREET ADDRESS SECTION OF TOWN "HOMRO WNER" 14'r:rs cnrz r C. t NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS % t-t2 roc�.;s t1e. E'CIL•. c \A Cd;DLL:- CITY OR TOWN STATE ZIP CODE The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.I.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner;such"homeowner"shall submit to the building official,on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building permit. (Section 110 R5.1.3.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes,by-laws, rules and regulations. The undersigned 'homeowner' certifies that he/ she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements.HOMEOWNER"S SIGNATURE W1,,, APPROVAL OF BUILDING 01(1-'ICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked ves,please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware tha';the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. V Check on Signature of Owner Owner's Agent Owner er Agent h:homeownriicexemp §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 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 , , kit�c'lrn,t Work Address Is to be disposed of oat the following location: $krzy•at) �Li t e t Sr i► , Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. Signature of Application Date 7;4-1 L. tSc� Permit No. RECEIVED OCT 04 2022 BUILDING DEPARTMENT By Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Cons r iA11ps rvisor f CS-048485 spires: 10/09/2023 ROBERT E VIGNEAU, JR 9 CYNDY LN MILLBURY MA.01527 fit)ISS.110" Commissioner dja l ESICC EVALUATION SERVICE 116, °y; ® -�- ; . a I-Codes provide recognition �" y4 o+; • in all 50 states • Specialty code recognition www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® ICC-ES Evaluation Report Reissued March 2022 ESR-4332 This report is subject to renewal March 2024. DIVISION:08 00 00—OPENINGS 3.2 Engineered Opening: Section:08 95 43—Vents/Foundation Flood Vents The FV complies with the design principle noted in REPORT HOLDER: Section 2.7.2.2 and Section 2.7.3 of ASCE/ SEI 24-14 (2021, 2018 and 2015 IBC and IRC) [Section 2.6.2.2 of SMART PRODUCT INNOVATIONS,INC. ASCE/ SEI 24-05 (2012, 2009, 2006 IBC and IRC)] for a maximum rate of rise and fall of 5.0 feet per hour EVALUATION SUBJECT: (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/ SEI 24, Freedom Flood FOUNDATION Vent" FVs must be installed in accordance with Section FREEDOM FLOOD VENTTM' FLOOD VENT: MODEL FFV AUTOMATIC 4.0 below. See Table 1 for vent size and maximum allowable area coverage for a single vent. 1.0 EVALUATION SCOPE 4.0 DESIGN AND INSTALLATION Compliance with the following codes: The model FFV-1608 Freedom Flood Vent"is designed to • 2021, 2018, 2015, 2012, 2009 and 2006 International be installed into walls or overhead doors of existing or new Building Code®(IBC) construction. Installation of the vent must be in accordance with the manufacturer's instructions, the applicable code, • 2021, 2018, 2015, 2012, 2009 and 2006 International and this report. In order to comply with the engineered Residential Code®(IRC) opening design principle noted in Sections 2.7.2.2 and Properties evaluated: 2.7.3 of ASCE/SEI 24-14 (2021, 2018 and 2015 IBC and IRC) [Section 2.6.2.2 of ASCE/ SEI 24-05 (2012, 2009, • Physical operation 2006 IBC and IRC)], the Freedom Flood Vent" must be • Water flow installed as follows: • Weathering • With a minimum of two openings on different sides of 2.0 USES each enclosed area. The model FFV-1608 Freedom Flood Vent" is used to • With a minimum of one FV for every 250 square feet equalize hydrostatic pressure on walls of enclosures (23.2 m2)of enclosed area. subject to rising or falling floodwaters. With the cover ■ Below the base flood elevation. removed, the model FFV-1608 also provides natural air ventilation. • With the bottom of the vent located a maximum of 3.0 DESCRIPTION 12 inches (305.4 mm) above the higher of the final interior grade or floor and the finished exterior grade 3.1 General: immediately under each opening. The model FFV-1608 Freedom Flood Vent" is an 5.0 CONDITIONS OF USE engineered mechanically operated in-wall flood vent (FV) The Freedom Flood Vent" described in this report that automatically allows floodwater to enter an enclosed complies with, or is a suitable alternative to what is area and exit. The FV is comprised of a polycarbonate specified in,those codes listed in Section 1.0 of this report, frame with mounting flange and a polycarbonate subject to the following conditions: horizontally pivoting door. When subjected to rising water, the model FFV-1608 Freedom Flood Vent" door is 5.1 The model FFV-1608 Freedom Flood Vent" unit must activated and pivots to allow water and debris to flow in be installed in accordance with this report, the either direction to equalize hydrostatic pressure from one applicable code and the manufacturer's published side of the enclosure to the other. The FV features a installation instructions. In the event of a conflict, the removable polycarbonate cover. The FV door will activate instructions in this report shall govern. and pivot when subjected to rising water with or without the 5.2 The model FFV-1608 Freedom Flood Vent" unit must polycarbonate cover installed. not be used in place of "breakaway walls" in coastal ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construedgull as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as In 211141.415. to any finding or other matter in this report,or as to any product covered by the report. _. Copyright©2022 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 4 ESR-4332 I Most Widely Accepted and Trusted Page 2 of 4 high hazard areas, but are permitted for use in 7.2 The report holder's contact information is the conjunction with breakaway walls in other areas. following: 5.3 Use of the Freedom Flood Vent as under-floor space SMART PRODUCT INNOVATIONS,INC. ventilation is outside the scope of this report. 430 ANDBRO DRIVE, UNIT 1 6.0 EVIDENCE SUBMITTED PITMAN,NEW JERSEY 08071 Data in accordance with the ICC-ES Acceptance Criteria (800)507-1527 for Mechanically Operated Flood Vents (AC364), dated info@freedomfloodvent.co domfl o dvent co August 2015(editorially revised February 2021). info@freedomfloodvent.co 7.0 IDENTIFICATION 7.1 The Freedom Flood Vent" model described in this report must be identified by a label bearing the manufacturer's name (Smart Product Innovations, Inc.)and the evaluation report number(ESR-4332). TABLE 1—FREEDOM FLOOD VENTTM MODEL NAME MODEL NUMBER MODEL SIZE COVERAGE(sq.ft.) Freedom Flood VentTM FFV-1608 153/4"X 81/16" 250 For SI: 1 inch=25.4 mm 4. FIGURE 1—MODEL FFV-1608 FREEDOM FLOOD VENTT":SHOWN WITH COVER REMOVED FIGURE 2—MODEL FFV-1608 FREEDOM FLOOD VENT':SHOWN WITH FLOOD DOOR PIVOTED OPEN ICC EVALUATION SERVICE' ICC-ES Evaluation Report ESR-4332 CBC and CRC Supplement Reissued March 2022 This report is subject to renewal March 2024. www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION:08 00 00—OPENINGS Section:08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMART PRODUCT INNOVATIONS, INC. EVALUATION SUBJECT: FREEDOM FLOOD VENTTM AUTOMATIC FOUNDATION FLOOD VENT: MODEL FFV-1608 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Freedom Flood Vent° Automatic Foundation Flood Vent: Model FFV-1608, described in ICC-ES evaluation report ESR-4332, has also been evaluated for compliance with codes noted below. Applicable code editions: ■ 2019 California Building Code(CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Planning and Development(OSHPD)and Division of State Architect(DSA), see Sections 2.1.1 and 2.1.2 below. • 2019 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The Freedom Flood Vent'" Automatic Foundation Flood Vent: Model FFV-1608, described in Sections 2.0 through 7.0 of the evaluation report ESR-4332, complies with CBC Chapter 12 provided the design and installation are in accordance with the 2018 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapters 12 and 16,as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA:The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement. 2.2 CRC: The Freedom Flood Vent'" Automatic Foundation Flood Vent: Model FFV-1608, described in Sections 2.0 through 7.0 of the evaluation report ESR-4332, complies with the 2019 CRC, provided the design and installation are in accordance with the 2018 International Residential Code®(IRC) provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report, reissued March 2022. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed i as an endorsement nj'the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as aim °WM to any finding or other matter in this report,or as to any product covered by the report. SIM Copyright©2022 CC Evaluation Service,LLC. All rights reserved. Page 3 of 4 ESEVALUATION SERVICE` ICC-ES Evaluation Report ESR-4332 FBC Supplement Reissued March 2022 This report is subject to renewal March 2024. www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION:08 00 00—OPENINGS Section:08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMART PRODUCT INNOVATIONS,INC. EVALUATION SUBJECT: FREEDOM FLOOD VENT"'AUTOMATIC FOUNDATION FLOOD VENT: MODEL FFV-1608 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Freedom Flood Vent"Automatic Foundation Flood Vent: Model FFV-1608, described in ICC-ES evaluation report ESR-4332, has also been evaluated for compliance with the codes noted below. Applicable code editions: • 2020 Florida Building Code—Building • 2020 Florida Building Code—Residential 2.0 CONCLUSIONS The Freedom Flood VentTM Automatic Foundation Flood Vent: Model FFV-1608,described in Sections 2.0 through 7.0 of the evaluation report ESR-4332, complies with the Florida Building Code—Building and the Florida Building Code—Residential, provided the design requirements are determined in accordance with the Florida Building Code—Building and the Florida Building Code—Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-4332 for the 2018 International Building Code® (IBC) meet the requirements of Florida Building Code—Building and the Florida Building Code—Residential,as applicable. Use of the Freedom Flood Vent" Automatic Foundation Flood Vent: Model FFV-1608 has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 61 G20-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity(or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued March 2022. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2022 ICC Evaluation Service,LLC. All rights reserved. Page 4 of 4 / | ' L--___-______ ____ ------�- -- - ------------ ' ______ yl --' -------� JZ M / ^ 1C:,,_- 4^7_' / r' _�-S '-- / _ -__-- / � --------'-----'------------ B':k 35288 P9218 �39330 08-03-2022 ca' 02 = 4-0r) 91: Y'`Ik `4r TOWN OF YARMOUTH ?� ,. �f��jj� , BOARD OF APPEALS , "'!J! -t DECISION r Ow FILED WITH TOWN CLERK: July 12,2022 I OCT 03 2022 BUILDING oEPARTN;ENT 'y < "e .4• 1:1\: PETITION NO: 4946 fr HEARING DATE: TRUE ,-it'y : * June 9,2022 4 f .% . ' y PETITIONER: Robert& Leslie Vigneau ~�� e ` .l „4. 1, .Yiy� 9 Cyndy Lane,Millbury, MA CMMC 'MC/TOWN CLERK PROPERTY: 12 Vermont Avenue, West Yarmouth,MA AUG - 2 2022 Map 16, Parcel 20 Zoning District: R-25 Title: Book 33237, Page 181 MEMBERS PRESENT AND VOTING: Chairman Steve DeYoung,Jay Fraprie,Dick Martin, and John Mantoni Notice of the hearing has been given by sending notice thereof to the Petitioner and all those owners of property as required by law, and to the public by posting notice of the hearing and publishing in The Cape Cod Times,the hearing opened and held on the date stated above. The petitioners are Robert and Leslie Vigneau who seek relief in connection with property located at 12 Vermont Avenue, West Yarmouth, MA. This property is in an R-25 zoning district and relief is sought to allow for the existing structure to be lifted,the existing foundation to be removed and a new foundation installed. This will allow for additional space for this modest home and its users. The need for relief is due to the structure being a pre-existing, nonconforming single-family residence. Of concern to the Board was the fact that the sketches and identified as elevation sheets for each side of the building provided no actual height calculation. The petitioner informed and assured the Board that the height would not be in excess of 35 feet. This was instrumental in the grant of relief. The petitioner had not yet received the Conservation Commission's final Orders of Conditions. In Board discussion, it was generally felt that relief could be granted, subject to any Conservation Commission Orders of Conditions. Though the Board does not ordinarily grant front setback relief, in this instance,while it would be further encroachment into the front yard,the encroachment was benign in nature and actually enhanced the view of the property by creating landscape bed and stairs to accommodate the new height of the building. No one spoke in favor or in opposition of the petition and no new exhibits were received. Two (2) letters from abutters/interested parties (Wayne Carboni, 18 Vermont Avenue, West Yarmouth; and Kevin Morin who lives in Ludlow, MA and owns a home at 17 Vermont Avenue, West Yarmouth) were both favorable to the grant of the relief sought by the Petitioners. The Board felt that the enhancement of this structure to both the utility of the petitioners and with consideration given to neighbor property views, felt the allowance of the release accommodating a flower bed and stairs would not cause any undue hazard, nuisance nor congestion and would be in keeping with the character of the neighborhood and Town both at present and in the future. A motion was made by Mr. Mr. Martin, seconded by Mr. Manton' to grant a Special Permit as applied for by by • COMMONWEALTH OF MASSACHUSETTS f" TOWN OF YARMOUTH o BOARD OF APPEALS r, tE Petition#: 4946 Date: August 2,2022 Certificate of Granting of a Special Permit (General Laws Chapter 40A, Section 11) The Board of Appeals of the Town of Yarmouth Massachusetts hereby certifies that a Special Permit has been granted to: Robert& Leslie Vigneau 9 Cyndy Lane,Millbury,MA Affecting the rights of the owner with respect to land or buildings at: 12 Vermont Avenue, West Yarmouth, MA; Map #: 16; Parcel #: 20; Zoning District: R-25; Book/Page: 33237, 181 and the said Board of Appeals further certifies that the decision attached hereto is a true and correct copy of its decision granting said Special Permit, and copies of said decision, and of all plans referred to in the decision, have been filed. The Board of Appeals also calls to the attention of the owner or applicant that General Laws, Chapter 40A, Section 11 (last paragraph) and Section 13, provides that no Special Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the Town Clerk that twenty (20) days have elapsed after the decision has been filed in the office of the Town Clerk and no appeal has been filed or that, if such appeal has been filed, that it has been dismissed or denied, is recorded in the Registry of Deeds for the county and district in which the land is located and indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. Steven DeYoung, Chairman A TRUE COPY ATTEST: BARNSTABLE REGISTRY OF DEEDS a . :ri�a John F. Meade, Register ? 4 AU '2ot2 s 4 AC$ ' „,,,._• Y�' TOWN OF YARMOUTH - f. cA HEALTH DEPARTMENT Vf yam' , is�F. "`- PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: t �- �V L: W\0 Akis,i i s:::: Proposed Improvement: �.�rnc.:a c=k. i'.is li.- 1---",.; v.at•-.Ttc.h. A Ni-> g,ce Le. ;,, ; W A' 1:(-00%Th 2:u;.:1Y C:iss,;(\ PLiAitj k2: ..:.f)A._T'Z c ts. Applicant: i t �I, E-_a: -t�,v Tel. No.: 5 o 8 G 1 i 4-( Address: t X ”(L-Y VICr + � Date Filed: ` 2Zc: 22- ed. If you would like e-mail notification of sign off,please provide e-mail address: O \I tc)v W(t ><,' h* EL" C{ vr'Q i( : CC i vA Owner Name: 1?.h E►LT V ; +:.1,= vim,) Owner Address: v; �rYvc)t-;.,'T-- /,61 � Owner Tel. No.: ca • L, \Q- (:� Cc 1 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. / Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. J REVIEWED BY: - fv • ,0' DATE: C ` a. PLEASE NOTE COMMENTS/CONDITIONS: (A`C C G �.‘, v1 r c l S -e-- ) e v -- ( i''Z -e, • the petition with the condition being that the petitioners would need to comply with any Orders of Conditions and/or regulations from the Conservation Commission which,upon roll call vote,was voted unanimously in favor. The Board then considered the petitioner's request to allow for the withdrawal of the Variance without prejudice. A motion was made by Mr. Martin, seconded by Mr. Fraprie to allow the withdrawal of the requested Variance which motion passed on a unanimous roll call vote in favor. No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A section 17 and must be filed within 20 days after filing of this notice/decision with the Town Clerk. Unless otherwise provided herein,the Special Permit shall lapse if a substantial use thereof has not begun within 24 months. (See bylaw §103.2.5, MGL c40A §9) Steven DeYoung, Chairman CERTIFICATION OF TOWN CLERK I, Mary A. Maslowski, Town Clerk, Town of Yarmouth, do hereby certify that 20 days have elapsed since the filing with me of the above Board of Appeals Decision #4946 that no notice of appeal of said decision has been filed with me, or, if such appeal has been filed it has been dismissed or denied. All appeals have been exhausted. 146/64-41.T14440V-At4 Mary A. Maslowski AUG - 2 2022 ATR GCSPVkT 'EST ,► ,3 A -: 2022 01'.Y•Atti. • 4, 1 : E Town of Yarmouth Conservation Office no !. C E ** iy,r,z,241,,,,rrn,;1At' MO LIS nsenration Commission 1 V l.) OCT 03 auilding Permit Sign-off Application 20“ .... _ TO BE Flak OUT BY BUILDING PERMIT APPI 1 ' I BUILDING DEPA Building Site' ' • : ,4-,.. A-,,LA...; 7- A-,i $1.;',..‘,,...-- , \/4-0,vi-K„c. rif MA c-- 4 CZ iS ‘ Map# 1 Lot(s)# Property Owner-Pve -tx i L.4.....'*.,1,3;: \It .•,4,,,,,..„„,,,,, Date filed: (4 lel a. *Applicant:*Applicant: -R, 6 Applicant Address: ( , - vi .--1-2_v\c\c,,-,..)--z AJ em Email: L;J t c-A V- CIA: S ki'&1A-AN-Nt°Lk.t , (..,:,-k,--,, Telephone: 5 c.,8 C. k -1 c,4,6 i Please note:by 6,04titting this application,the altlicant grants permission to the Conservation Office to enter the location to conduct a site visit(if needed). Proposed Project Description: -T t--k,...,%7-- E.s,0-2,-T t lk.:3(.,— r,..,.c.,0 7-.) 2_ c,).ii.„:j E 6\Ey NrIesi :c,':' E-y„, i S-(1 0.•:'(-- (;,t;i.:i e")AT-to _A cc,. L-,-)t-r*4 A, 1%•1' r:k.--0 C)., Site Plan Title/Date: i 1 \ii::-.712. i.::,-1- AAJ -C:-.. kiAj e 51:1 402Yvv):,-1-14 I trk A,s C i71 TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR: Does the proposed project require a permit? I 2 k Refer to: SE83- 1 ::,. -) ‘ or DOA permit Comments from Conservation Commission;Approved i Conditionally Approved ' Rejected \ , „...- Conservation Commission Sign-off Signature (,:/ . - Date: ,1 )-•-• // • --1, , * A'''4 4 All work-related debris shall be taken offsite or disposed in a legal upland location. At the end of each day, the area shall be clean and no debris shall be in the Resource Area. If work is permitted under an Order of Conditions, please arrange a pre-construction site visit with the Conservation Administrator. At the time of site visit, the MassDEP File Number sign must be installed, along with the erosion control/work-limit line. A copy of the Order of Conditions must remain on-site during construction. Please refer to the Order of Conditions for further details. -erf-co...1 t ci Cl .:):3-),-)---'), ... , * . ' El t_-) ) ,...„ ,,,%\ o ,, ,,, ,,,,, „ "c;riviN WATER DEPARTMENT f. ,4rA• ', „ ci 1,%'..--'.'7 fl..:ill ,,,, ii,.,,-,, L.p•,-.: .-i,,,,i ‘..ss' '''''-',.,'- '-Y..•.9 .. t ,- ,,,,,1 iv b V i c,., i , f'-',' C•k, t....k. E?: C,...,4,-„,-AL, C,".' n.,--) BUILDING PERMLF APPLICATI()N FOR WATER DEPARTNIEN"F SIGN OFF TRANSMITTAL FORM Bl. ILDING SITE L( CATION: t:7-- 44:12.4M-t-:,7 ANi..@.. L.L.:.,1.I k,•%,;;3;\I:AQII-K.A.,)T1-i ,,,, ,, c.:*1:_.5 pRoposrs) kVORK: -.-.!''t...,%-c.L.;., 1/41---vv ....,-.- V.1.,..., e k.. .'S1 P P I ICA\l''- ...... . _ . ...... .,...0..... I „; ! , t i ADDRESS: A NJ c7: .. ..... .... .... „ ILI PHONE: 5:',:- F'., --C. RESSMENTIAL AN[) OR COMMERCIAL 13t:IED1N(l \VoRT I)epartment: Determine,Compliance of'Water \Ninlithdit and or%Arsting loconim 1 rigineermg I)epanmein I)cicriiime,("omphance for Parisi;ig and Ifr,imoge Conser‘anon( orninission: Dem mine,Compinurce to ‘,‘.eifirids Act; i e li !oil,i border i\rik lyric kd o et land, ,ileanis,ponds. rker,, ocean hogs, bto,,s. marshland. F IC lealili I)epartmenti I)cterillilles( omphanee to State and I io.‘n Regulai Hitt,. i e. requirements Mr Scptage ihsposai and t Iher Pubiic I lealth Acil\lies fire 1)eivrtinew. !fen:mimes('omphanee to State and 1 ON‘n Requirements for Person,d Salet Propert". Protections., Le Smoke Delcclor , Sprinkler Ssteiii ..ete I , ‘PPLICANT SIGN tTIV E II I E OFFICE ESE: CON1NIENTS ON ['ERNI!! .11TROVAI, OR DEN! 11, ,,,,k / f,,,,, / 7;; ,7er,7‘ // _<4 4,„/,. 4,„/ Ay ,5' ' w: c,„,, , r, z.-e/-2 I 4' II 0,'.4 '.4 t=44' 0 LC rt..''f 's ek fie K).5-42, y-,iL REVIENVEDB 'WATER DIVISION (SIGNATURE) DATE iikafrlik %IOW • '4 f LOOD RE SI'S IANT FOUNoAfk)N DESIGN 81r 01H 1.``;. 15, GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELL.. USE 4 M PVC OR HOPE PIPE Will- MINIMUM SLOPE OF 1/8". PER FOOT, MILE a 0/19' hz E L I if , `+'gyp rW ". y,. 44„„ OF �' il_il ',VA T ' � ,� SET �� RMOT �r � ' . 0 1 \0 I'REP A RED FO . R( BERT Viu NtAu , , 1 i (-,,,) CYNI) Y LANE ;� 1\4.1 L j , MA (...)1 ) 7 FEBRUARY 2ft, 2022 AL e . W__ 1 ,, RO SE � WT. . TAl L- ` ' LAND PLANNING, II -� % MAINSTREET HANSOM, MA31 r 1 4---- 4 44 F /f6 C Guide to Wood C�urI tr�r�i \I GG tvrf AVE k�G c tron in High Wind Areas: 110 mph Wind nd Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails) Table 7)Wall Connections { 3 Lateral(no. of endnailed 16d common nails) (Table 8) Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans Sill Plate Spans (Table 9) ft 4.1 in.s 11' Full Height Studs (no.of studs) (Table 9) Non-Load Bearing Wall Openings(record largest opening but(Ta checkle )all openings3`ft—3-in.s 11' �_ Header Spans for compliance to Table 9) _L_ Sill Plate Spans (Table 9)....Ni.....t _ft in.s.12' Full Height Studs(no.of studs) (Table(Table 9).., ,• ft in.5 12" Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 9)Minimum Building Dimension,W Nominal Height of Tallest Opening2 Sheathing Type "#1613-`" Edge Nail Spacing (note 4) _L. (D . V Field Nall Spacing (Table 10 or note 4 ifless)... n. Shear Connection(no.of 16d common nails)(Table 10(Table ) _� Percent Full-Height Sheathing �_to ,/ (Table 10) - '✓ �`� — 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Maximum Building Dimension,L Nominal Height of Tallest Opening2 n Sheathing Type 6'8" � Edge Nail Spacing (note 4) Field Nail Spacing r(Table 11 or note 4 If less) fn. _ (Table 11) i Shear Connection(no.of 16d common nails)(Table 11) n 0� in. ___L.. Percent Full-Height Sheathing _L 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Wall Claddingable 11) `i°tO +o' Rated for Wind Speed? 4 5.1 ROOFS �., _ _i__ Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website Roof Overhang ) (Figure 19) Truss or Rafter Connections at Loadbearing Waits .'�ft<smaller of 2'or U3 Proprietary Connectors —� Uplift Lateral (Table 12) Shear (Table 12) U= plf _ Ridge Strap Connections,if collar ties not usedper page 21 L plf (Table 12)........... _ P 9 {Table 13)................ S plf Gable Rake Outlooker - plf _— ......(Figure 20) smaller of or Rafter Connections at Non-Loadbearing Walls ft s smaller of 2'or U2 Proprietary Connectors Uplift (Table 14) ...(Table 14) U= lb. Roof Sheathing Type L= Ib ` Lateral(no.of 16d common nails) Roof Sheathing Thickness (per 780 CMR Chapters 58 and 59) — Roof Sheathing Fastening in.z 7/16"WSP `_Notes: (Table 2) 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. .�rNC'_. � d r ,�k San:, vr i rP4-( Les r,LarfL ' r)�5 AS Fo�tN� t >J i►�c. z I A Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance t780(AIR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AW'C Guide to Wood Construction in High w Massachusetts Checklist for Compliance �rerts:liance IU mph Wind Zone (780 CMR 5301.2.1.1)1 -MEN THIS EDGE RESIN ON --- FRAMING A� USE&i NAiL$ . --� ....;r;--- T_ -_- 1t I� I I I I It t j. 71 Y LI 11 is 1I I 1/ II' it I� II - !. 1 1 PIh1 7. II II �( t. t t1 it D 1 O 11 1F r t 1t P H 11 4 1 71 It It Q jj II Oa L i 73 i t ;► (7?. 7 It et a1 1I i 0 II ►Lt a 1.1 II �f :: 1t - tt It Ii u $ t It a 4IL 11 :r e 1 a f t tx II !t H ' tt it NE. 11 i1 1. 1I it t 77 tt • •".-•-+-.i.1 t tt� DOUBLE O PAta_ t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal E ergency Management Agency Expiration Date: November 30,2022 Natkknal Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Robert E.Vigneau,jr. A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 12 Vermont Avenue City State ZIP Code West Yarmouth Massachusetts 02673 A3. Property Description(Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Assessors Map 16, Parcel 20 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential Dwelling A5. Latitude/Longitude: Lat.41.641675 N Long.70.248355 W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 2A , A8. For a building with a crawispace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 870.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b 635.00 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION 13—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State Town of Yarmouth 250015 Barnstable Massachusetts B4.Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 25001C0588 J 07-16-2014 07-16-2014 AE 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 VIVI.:..,....\\._txilt\\ VO 10"\ 1/4,, ,,_ s_EN NT Notst CERI\c,W,MS. ki.movct to,h-v --\-,,he%%space ,copy t*colrrespondireiolormAonfrom too6on A. INSURA Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. PoIliy NumbeNCE COMPANY USE 12 Vermont Avenue City West Yarmouth State ZIP Code Company NAIC Number Massachusetts 02673 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* ❑ Building Under *A new Elevation Certificate will be required when construction of the b ilding is compl tenstruction* ❑ Finished Construction C2. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE, V1—V30, V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/A0. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: Local Benchmark Vertical Datum: NAVD Indicate elevation datum used for the elevations in items a)through h)be ow. 1988 0 NGVD 1929 0 NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor(including basement, crawlsp;ace, or enclosure floor Check the measurement used. 5.6 01 feet ❑ meters b) Top of the next higher floor c) Bottom of the lowest horizontal structural member(VZones only) 13.0 0 feet ❑ meters N/A ❑ feet ❑meters d) Attached garage(top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 13.0 0 feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 5.4 x❑ feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6'3 0 feet ❑ meters structural support 5.6 x❑ feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the infonnation on this Certificate represents rr,y best efforts to interpret the data available. I understand that any statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section Aprovided bya licensed land surveyor? X false Y ❑Yes ❑No Certifiers Name ❑Check here if attachments. Norman G. Hill, PE License Number Title c'1887 President ��PS H OF,I4 _ Company Name sy Land Planning, Inc, o RM ANG. t Address o HILL m 1115 Main Street o CIVIL ti q No.,.31-887 City !' i 4 Hanson AocFG1 � State ZIP Code Massachusetts oNAL FNG�� Signature 02341 i - 7 Date Telephone Copy all pages of this Elevation Certificate and all attachments 0.0 12022 (781)294-4144 Ext. ( )community official, (2)insurance agent/company, and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) Latitude and longitude where taken from MassMapper GIS website. rm 086-0-33(12/19) Replaces all previous Prtiti,—