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HomeMy WebLinkAboutBld-23-003938 V 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 "- 4 Massachusetts State Building Code, 780 CMR , e Building Permit Application To Construct, Repair, Renovate Or Demolish :: ;:� a One-or Two-Family Dwelling This Section For Official Use Only _ RECEIVE D Building Permit Number: 13U')-23-c393 Date Applied: """_- r 1; \ 5 - �= I-3u-e JAN 182023 Building Official(Print Name) Sign re pUILDINDGnFPARTMENT SECTION 1:SITE INFORMATION BY — _ 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers I7 Cvnua/ Dr: yGr vv1 / rf lSl 1. o 1.1a Is this an accepted street?yes ✓ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: /6DOO 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 rI Private 0 Zone: _ Outside Flood Zone?Check if yes& Municipal 0 On site disposal system El SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: 6r,kh IUe/so,-% S- IUL rod; MA Ga 75 Name(Print) City,State,ZIP /7 Cvrluwel y Dr- 571--77LCG/y7 re/Save bi netc tios,ne+ No.and Street Telephone Email A cress SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 1 Existing Building 0 Owner-Occupied 0 Repairs(s) ❑ Alteration(s) 0 Addition 0 Demolition E(l Accessory Bldg. 0 Number of Units Other 0 Specify: R E C E ! E ' Brief Description of Proposed Work2: / - __._,,._„ /pace e}:i3�iirJc G' 1�:,�Se,— r�f��n�n rc tA.i-n, Or/i-P4 ravkcre t w4'// I 312123 I i SECTION 4:ESTIMATED CONSTRUCTION COSTS. BUILDING DEpgH MENT Item Estimated Costs: -• (Labor and Materials) Official Use Only C')� tj 1.Building $ l‘-3/4- 1. Building Permit Fee:$ I S 0 Indicate how fee is determined: 2.Electrical $ 13 Standard City/Town Application Fee 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 3 5 0 ) 0241 CI( g' 5.Mechanical (Fire • Suppression) $ Total All Fees:$ - - 6.Total Project Cost: $ _ Check No. Check Amount: Cash ount: 5 •/ - V 5 0 Paid in Full IiII Outstanding Balance ue: 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 Masonry y Restricted 1&2 Family Dwelling M RC Roofing Covering • WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Company Name or HIC Registrant Name HIC Registration Number Expiration Date No.and Street 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 ❑ No ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize 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 HIC Program can be found at www.mass.zov/oca 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.) (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" . The Commonwealth of Massachusetts ,`' I1Dep—� artment of Industrial Accidents "�= 1 Congress Street, Suite 100 ,* =J,!= Boston, MA 02114-2017 4•' 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/Organizatiordlndividual). 6a••Gh A/2 A(,,— 1 Address: /7 ' way ` ,-- City/State/Zip: )1q ci''i0ti- Po rf MA D,G7cPhone #: - `77E- C/y3 Are you an employer?Check the appropriate box: Type of project(required): I.❑I am a employer with employees(full and/or part-time).* 7. E 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. [ Remodeling • 3.jI am a homeowner doing all work myself.[No workers'comp. insurance required.]t 9. ❑ 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 proprietors with no employees. 11.El Electrical repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 12.0Plumbing repairs or additions 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.[Other 152,§1(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: Policy#I or Self-ins.Lic.4: 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: ///�/ 07-5 Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/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#: TOWN OF YARMOUTH o _ -° BUILDING DEPARTMENT ^ �;^�^� s� 1 1146 Route 28, South Yarmouth, MA 0266E 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: JOB LOCATION: /7 Cal„,t a Jf-A-7 C/1 , 6l71-- NAME STREET ADDRESS SECTION OF TOWN "HOMEOWNER" /4 r Sb7-77C 6 " 3 NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS /7 Inv,wcty D,- �' G AAA da 7_5' CITY OR TOWN STA i'l 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 R5.1.3.1) 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�� APPROVAL OF BUILDING OFFICIAL 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 yes, 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 that 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. Check one: Signature of Owner or Owner's Agent Owner Agent h:homeownrlicexemp TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G. L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111/5 I hereby certify that the debris resulting from the proposed work/demolition to be conducted at /7 (G ay DV- Work Address Is to be disposed of at the following location: `Thziestl "an Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. /4 7/7 6P3 Signature of Applicant Date Permit No. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of en individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and,if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 02-23-15 www.mass.gov/dia r i! COASTAL engineering co. December 9, 2022 Project No. C19999.00 Brian Nelson 17 Conway Drive Yarmouth Port, MA 02675 A VIA EMAIL: nelsonfbignachos.net A COMP! ^"... - Re: Structural Design Memo— Retaining Wall DATE: ) 17 Conway Drive, Yarmouth Port, MA BLLLL;RG Dear Mr. Nelson, Per your request, Coastal Engineering Company, Inc. (CEC) has prepared the attached structural engineering design calculations and sketch for the construction of a new retaining wall at the referenced property. The new retaining wall is proposed to replace the existing timber retaining wall. The wall is proposed to be of similar height and length as the existing wall. The existing conditions were verified for purposes of this design by CEC on October 11, 2022. Below is a summary of our assumptions and design. The CEC design is governed by the International Residential Code for One and Two-Family Dwellings (IRC — 2015) in conjunction with 780 CMR 51.00: Massachusetts State Building Code, Ninth Edition, Residential Volume amendments. CEC assumed a 3,000 lb/ft2 allowable soil bearing pressure, 30- degree soil friction angle, and an average soil weight of 120 lb/ft3. The proposed retaining wall is an 8-inch-thick concrete poured wall with a continuous 3'-4" wide by 1'-0" thick footing. The wall is proposed to retain approximately six-feet of soil and the footing should be poured 1-foot below finished grade. The retaining wall should include #6 reinforcing bars for both horizontal and vertical reinforcement in the stem and footing. A minimum of (3) one-inch weep holes should be included at five-foot spacing. Please refer to the attached retaining wall detail on SK-01 — Retaining Wall Detail for further construction details. Please do not hesitate to call our office if you have any questions concerning this letter or if we can provide any further assistance. 40, Sincerely, 0* MARSHALL Hc. 1 '\ Coastal Engineering Company, Inc. PUFFER cp 4., CIVIL Marshall H. Puffer, P.E. ISTE Structural Engineering Division Manager A'1NALt' SER Enclosed: SK-01 — Retaining Wall Detail Structural Calculations 260 Cranberry Highway,Orleans,MA 02653 Orleans I Sandwich I Nantucket 508.255.6511 I coastalengineeringcompany.com FINISHED GRADE �T,O.W.=AS REQUIRED 2"CLR r I , (4)#6 HORIZONTAL BAR EVENLY SPACED •'.4 // // // //\\//\\//\\//\\/ �J,--\,,�OUoOOU\,- FILLER FABRIC.BACKFILL W/ FREE DRAINING MATERIAL :` QOO Q OOO Q p ,•30 OpQO Q,0.0c 5 #6 VERT.BAR 1'8"O.C. 00 OD�Cgo° � Q z #6 DOWEL BAR I. 1'-0"O.C. r at 0 FILLER SCREEN FOR WEEP HOLESi 1- (3)1"DIA.PVC WEEP @ 5'-0"O.C. •�O��O0O�r O m 0n O. FINISHED GRADE IO��O�0 -- U :re)—o '-' -' I'DO/Th°0( 1 isi lT.O.F=AS REQUIRED N \\\\ 1•a1 ,f- o.-2"CLR. 'nOn'nOn9n *\ (3)#6 CONT.BARS EQ SPACED - 1'-0" 0'-8" 1'-8" TOE WALL HEEL 3'-4" IIRETAINING WALL DETAIL SCALE: 3/4"_1'-0" DRAWN BY:SER Coastal Engineering Co.,Inc.©2018 (�_ PROJECT NELSON RESIDENCE SHEET NO. PROJECT NO. C� u C19999.00 gru COASTAL 17 CONWAY DRIVE YARMOUTH PORT,MA S K-1 3/4"-1-0" engineering co. sHEETTITL.E DATE AOn .,/fs.Nr. RETAINING WALL DETAIL 12/072022 am7ss"suP506251610af Project Name/Number:2022-12-07_17 Use menu item Settings>Printing&Title Block Title 17 Conway Drive Page: 1 to set these five lines of information Dsgnr: SER Date: 7 DEC 2022 for your program. Description.... C19999.00 This Wall in File:D:\DOC\C19900\19999.00-No physical folder\Analysis\2022-12-07_17 conway drive r RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06059618 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:COASTAL,ENGINEERING COMPANY,INC. Criteria Retained Height = 7.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00 Height of Soil over Toe = 12.00 in =_— I Water height over heel = 0.0 ft Load Factors Building Code IBC 2015,ACI Dead Load 1.200 Live Load 1.600 Earth,H 1.600 Wind,W 1.000 Seismic,E 1.000 Soil Data and Lateral Earth Pressure Allow Soil Bearing = 3,000.0 psf Soil Density,Heel = 130.00 Pcf Coulomb Soil Pressure calculation Soil Density,Toe = 110.00 pcf Soil Friction Angle = 30.0 deg FootingiISoil Friction = 0.400 Active Pressure: Soil height to ignore Ka*Gamma(horiz) = 33.5 psf/ft for passive pressure = 12.00 in Passive Pressure:Kp*Gar = 528.8 psf/ft Surcharge Loads Surcharge Over Heel = 0.0 psf Surcharge Over Toe = 0.0 Used To Resist Sliding&Overturning Used for Sliding&Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Axial Live Load = 0.0 lbs Lateral Load Applied to Stem Lateral Load = 0.0#/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Load Type = Wind(W) (service Level) Wind on Exposed Stem Wind on Exposed Stem = 0.0 psf (Service Level) Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Type Line Load Footing Width = 0.00 ft Base Above/Below Soil Eccentricity = 0.00 in at Back of Wall = 0.0 ft Wall to Ftg CL Dist = 0.00 ft Poisson's Ratio = 0.300 Project Name/Number:2022-12-07_17 Use menu item Settings>Printing&Title Block Title 17 Conway Drive Page: 2 to set these five lines of information Dsgnr: SER Date: 7 DEC 2022 for your program. Description.... C19999.00 This Wall in File:D:\DOC\C19900\19999.00-No physical folder\Analysis\2022-12-07_17 conway drive r RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06059618 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:COASTAL,ENGINEERING COMPANY,INC. Wall Design Summary Stability Ratios Overturning = 1.70 OK Sliding = 2.29 OK Soil Bearing Total Bearing Load = 3,156 lbs ...resultant ecc. = 10.38 in Soil Pressure @ Toe = 2,629 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,680 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 1.0 psi OK Footing Shear @ Heel = 9.1 psi OK Allowable = 94.9 psi Sliding Resisting Forces Sliding Forces Vertical Forces Force Lateral Forces Force Soil Over Heel(above water table,if any) 1,513.6 lbs Heel Active Pressure(above water table,if any) 1,256.5 lbs Soil Over Heel(below water table,if any) 0.0 Heel Active Pressure(below water table,if any) 0.0 Water Over Heel 0.0 Hydrostatic Force 0.0 Buoyant Force 0.0 * Heel Active Pressure 1,256.5 Sloped Soil Over Heel 0.0 Surcharge over Heel 0.0 Surcharge Over Heel 0.0 Adjacent Footing 0.0 Adjacent Footing Load 0.0 Surcharge Over Toe 0.0 Axial Dead Load on Stem 0.0 Load @ Stem Above Soil 0.0 Axial Live Load on Stem * Omit Added Lateral Load 0.0 Soil Over Toe 110.0 Seismic Load 0.0 Surcharge Over Toe 0.0 Seismic-Self-weight 0.0 Stem Weight(s) 700.0 Lateral on Key 0.0 Earth @ Stem Transitions 0.0 Totals= 1,256.5 lbs Footing Weight 832.5 Key Weight 0.0 *Includes water table effect Vert.Component ** 0.0 Total Vertical Loads 3,156.1 lbs *Axial live load NOT included in total displayed,or used for overturning or sliding resistance,but is included for soil pressure calculations. Sliding Calcs Lateral Sliding Force = 1,256.5 lbs less 100%Passive Force = - 1,615.7 lbs less 100%Friction Force = - 1,262.5 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 Stability = 0.0 lbs OK Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures. Project Name/Number:2022-12-07_17 Use menu item Settings>Printing&Title Block Title 17 Conway Drive Page: 3 to set these five lines of information Dsgnr: SER Date: 7 DEC 2022 for your program. Description.... C19999.00 This Wall in File:D:\DOC\C19900\19999.00-No physical folder\Analysis\2022-12-07_17 conway drive r RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06059618 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:COASTAL,ENGINEERING COMPANY,INC. Overturning Resisting Moments Resisting Moments Force Distance Moment Soil Over Heel (above water table,if any) 1,513.6 lbs 2.50 ft 3,781.6ft-# Soil Over Heel (below water table,if any) 0.0 Water Table 0.0 Soil Over Heel 1,513.6 2.50 3,781.6 Sloped Soil Over Heel 0.0 Surcharge Over Heel 0.0 Adjacent Footing Load 0.0 Axial Dead Load on Stem 0.0 Axial Live Load on Stem * 0.0 Soil Over Toe 110.0 0.50 55.0 Surcharge Over Toe 0.0 Stem Weight(s) 700.0 1.33 933.3 Earth @ Stem Transitions 0.0 Footing Weight 832.5 1.67 1,386.1 Key Weight 0.0 Vert.Component 0.0 Total Vertical Loads 3,156.1 lbs Resisting Moment 6.156.0 ft-# Eccentricity -10.4 in *Axial live load NOT included in total displayed,or used for overturning or sliding resistance,but is included for soil pressure calculations. Overturning Overturning Moments Overturning Moments Force Distance Moment Heel Active Pressure(above water table,if any) 1,256.5 lbs 2.89 ft 3,629.8 ft-# Heel Active Pressure(below water table,if any) 0.0 Hydrostatic Force 0.0 Buoyant Force 0.0 Surcharge over Heel 0.0 Adjacent Footing 0.0 Surcharge Over Toe 0.0 Load @ Stem Above Soil 0.0 Added Lateral Load 0.0 Seismic Load 0.0 Seismic-Self-weight 0.0 Totals= 1,256.5 lbs Overturning Moment 3,629.8 ft-# Project Name/Number:2022-12-07_17 Use menu item Settings>Printing&Title Block Title 17 Conway Drive Page: 4 to set these five lines of information Dsgnr: SER Date: 7 DEC 2022 for your program. Description.... C19999.00 This Wall in File:D:\DOC\C19900\19999.00-No physical folder\Analysis\2022-12-07_17 conway drive r RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06059618 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:COASTAL,ENGINEERING COMPANY,INC. Stem Design Summary Bottom Stem OK Design Height Above Ftg ft = 0.00 Wall Material Above"Ht" = Concrete Design Method = LRFD Thickness = 8.00 Rebar Size = # 6 Rebar Spacing = 18.00 Rebar Placed at = Edge Design Data fb/FB+fa/Fa = 0.428 Total Force @ Section Service Level lbs = Strength Level lbs = 1,311.5 Moment Actual Service Level ft-# = Strength Leve ft-# = 3,060.2 Moment Allowable = 7,139.4 Shear Actual Service Level psi = Strength Leve psi = 19.4 Shear Allowable psi = 94.9 Anet in2 = Rebar Depth 'd' in = 5.63 Masonry Data fm psi = Fs psi = Solid Grouting = Modular Ratio'n' _ Wall Weight psf = 100.0 Short Term Factor = Equiv.Solid Thick. _ Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data fc psi = 4,000.0 Fy psi = 60,000.0 Project Name/Number:2022-12-07_17 Use menu item Settings>Printing&Title Block Title 17 Conway Drive Page: 5 to set these five lines of information Dsgnr: SER Date: 7 DEC 2022 for your program. Description.... C19999.00 This Wall in File:D:\DOC\C19900\19999.00-No physical folder\Analysis\2022-12-07_17 conway drive r RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06059618 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:COASTAL,ENGINEERING COMPANY,INC. Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As(based on applied moment): 0.1282 in2/ft (4/3)*As: 0.1709 in2/ft Min Stem T&S Reinf Area 1.344 in2 200bd/fy:200(12)(5.625)/60000: 0.225 in2/ft Min Stem T&S Reinf Area per ft of stem Height:0.192 in2/ft 0.0018bh:0.0018(12)(8): 0.1728 in2/ft Horizontal Reinforcing Options: One layer of: Two layers of: Required Area: 0.1728 in2/ft #4@ 12.50 in #4@ 25.00 in Provided Area: 0.2933 in2/ft #5@ 19.38 in #5@ 38.75 in Maximum Area: 1.2192 in2/ft #6@ 27.50 in #6@ 55.00 in Footing Data Toe Width = 1.00 ft fc = 4,000 psi Heel Width = 2.33 Fy = 60,000 psi Total Footing Width = 3.33 ft Footing Concrete Density = 150.00 pcf Footing Thickness = 20.00 in Min.As% = 0.0018 Key Width = 0.00 in Rebar Cover @ Top = 2.00 in Key Depth = 0.00 in @ Bottom = 3.00 in Key Distance from Toe = 0.00 ft Footing Design Results Toe Heel Factored Pressure = 3,680 0 psf Mu':Upward = 19,017 101 ft-# Mu':Downward = 2,736 1,926 ft-# Mu: Design = 1,357 -90 ft-# Actual 1-Way Shear = 0.96 9.06 psi Allow 1-Way Shear = 94.87 94.87 psi Toe Reinforcing = #6 @ 12.00 in Heel Reinforcing = #6 @ 12.00 in Key Reinforcing = None Spec'd Other Acceptable Sizes&Spacings Toe: #4@ 5.55 in,#5@ 8.61 in,#6@ 12.22 in,#7@ 16.66 in,#8@ 21.94 in,#9@ 27. Heel:#4@ 5.55 in,#5@ 8.61 in,#6@ 12.22 in,#7@ 16.66 in,#8@ 21.94 in,#9@ 27. Key: No key defined Min footing T&S reinf Area 1.44 in2 Min footing T&S reinf Area per fo 0.43 in2 /ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 5.56 in #4@ 11.11 in #5@ 8.61 in #5@ 17.22 in #6@ 12.22 in #6@ 24.44 in Footing Torsion,Tu = 0.00 ft-lbs Footing Allow.Torsion,phi Tu = 0.00 ft-lbs If torsion exceeds allowable,provide supplemental design for footing torsion. Project Name/Number:2022-12-07_17 Use menu item Settings>Printing&Title Block Title 17 Conway Drive Page: 6 to set these five lines of information Dsgnr: SER Date: 7 DEC 2022 for your program. Description.... C19999.00 This Wall in File: D:\DOC\C19900\19999.00-No physical folder\Analysis\2022-12-07_17 conway drive r RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06059618 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:COASTAL,ENGINEERING COMPANY,INC. Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall(approximate only) 0.154 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. VARMOUIIi Iumt,urxt~ '23JAN17F143:27 REC { -k TOWN OF YARMOUTH i r. ° 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 RE Telephone(508) 398-2231 Ext. 1292-Fax(508) 398-0836 JAN 1 7 2023 OLIO KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE rAril r r' APPLICATION FOR e_' KING''SS HIGHWAY CERTIFICATE OF EXEMPTION Application is hereby made for the issuance of a Certificate of Exemption under Sections 6 and 7 of Chapter 470 of Acts of 1973, as amended, for the proposed work as described below and on plans, drawings, or photographs accompanying this application. Type or print Iegtibly: � Address of proposed work: % 7 Co►itay Di. c' c/✓ art Map/Lot# i $'/ ID' Owner(s)• ''^-I" 'r:,1 Ai&/5(+- 1 Phone#: 5Z)E" 77C- 6/4/3 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address. J.-7 C Oriwa7' D'-. }KN'roJAI, 13.4 C7s Year built /6 7 Email ;1`/SGri c h ic,r1C+C At)S, t1Q.-f Preferred notification method. Phone V Email Agent/Contractor: S' I-1 DVY'4)4 t i riCt 54Zp',ij Phone#: 96-,.ANC- �Sd Mailing Address: 42 a. ''ax Ill{ E t'...-f-►/'t /S (.) G '// Email Preferred notification method: t/ Phone Email Description of Proposed Work(Addition/al pages may be attached if necessary): G2p/ c C l) ✓y kr S ale,-, 'rl vrl�h hi f7M bQr re* in i ex5 rvC (/ w/ rovr,id( c 0viC-fe. /'2an'ioUe_ eY' 5"119 5-4 lc-S. Add _►)-e ///S IA,i fli 12 ri41 nC i ofr't WO ll 'Iv 5 r/ef h i,.,i5 5 G f /v of t ,c, /I! /4/4"// /S 4 0i V, 5 / le -6-ON, S .ree/ 07420023 Signed(Owner or agent): '" < e." - Date: Owner/contractor/agent is aware that a permit may be required from the Building Department.(Check other departments.also.) Y. This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later For Committee use only: Date: 1117123 . Approved _Approved with changes A p priQenied Amount go (,� Reason for denial V e J Castt/cK#: qtr7 JAN 1 7 2023 Rcvd by L' _se I OLD KING'S HIGHWAY Date Signed: lit'ij;I Signed: 5et M fe'fr.14 elm 2 I ) I APPLICATION# ,23 " rck'"I VS20r7 Sherman, Lisa From: Richard Ventrone <rav9463@gmail.com> YARMCUTH TOWN CLERK Sent: Tuesday, January 17, 2023 1:23 PM To: Sherman, Lisa '23JAN17Pm3:27 REC Subject: Re: 23-E004 17 Conway Drive Attention!:This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. Lisa, I don't believe that they are adding a concrete stair. This is approved. Rick On Tue, Jan 17, 2023 at 1:21 PM Sherman, Lisa <LSherman@yarmouth.ma.us>wrote: Hi Rick, Resident would like to replace timber retaining wall with concrete, screened by plantings, in the rear of 17 Conway Drive. Please let me know if you need any additional information. Thanks Rick, `APPROVED Lisa JAN 1 7 2023 YARUTh OLD KING OHIGHWAY Lisa Sherman Town of Yarmouth Administrator, Old King's Highway Historic District and Yarmouth Historical Commission 508-398-2231, ext. 1292 .P„''' '� ,4 1 •. Mk 4 ••"i$ t'71 ib •.� . '+..�jt°ess►�" i. v #t i w p ,,' li'' �.. jrr a '°'4 w. . r 1,•. i 1 f' t ' -.. t d f" ✓ S _F • +{fir i+.t'• r • " t1 .� ::-, r C :b, ',t 1i .� 14 7f• , e tiir e.. e ) `• rr -V.,'.- k e,, i''.t-',Iii, -., i . oiti ►- ¢ 1 #T�r fir.,"-¢ ,"� � ! k/ ', +4.,� k.,,' t 'y - - :;r ��S , y }r 0�* 'lr i,! ".tit, : `=-i. - x y_ � , ii t i f �ti1 Y _ r. � rF. : _ r , s maia.r., , x >n f"'r'�S s "1 - it .i K. ,y -,, i -w y „t f i :. �' '� b CAR vt •* -h f�?g'� YwY" ':� ; ,�} t' rt, o a �1 _ �; +' ", • b !a 'f:y@ayj ,�✓�_ • 3'{l x 7F' ry N w'' y.�dj ,y,'. >` : 4 g :.t i p ;ya ' _. .. x :.4t` Ait `[ z+ 1 f''.' =,y, 4y off tl: ctirkii ' -t• . ., ''' , 4:,,,.„, ,,,,.,...- „''. ,. ...*3,4 ,44,,,r•lr, .,,,,...4i* lilt_,,,,,,.' ` { -r A'+ .sc.•$. e yyFr . �6, am t ,y : �' mod^ ...-7.,,-*_. %*- 1,..,`7% • . , .•, _4.. ,.. , _., _..„. .„, i„„ .:•.. .,... ......;, .',''''-F" , , ' '..- :, , ' ''.."1":, , . '',,.•.... 4:::c.t.-::,.'#it:c;-4'-'44 Yt, • T ,„.,ray r t , - .. e t �' t � ' `/'l':;':: ' ' ,''4' '� on� %` '` .,� `` � •9*Y j r Fes! u`. —,,,..2,., „- ' ,..: ' f, vwt ,$ '' .r. t ;f ate.. _ i`4 �w . t°fiY` I, TOWN OF YARMOUTH to 'N`' 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 farther 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): �r�G� /(/�_ A 4'/S-. Applicant/Agent signature: --�.- '�-+� Date: / /7 ' LRECEIVED I APPROVED JAN 1 7 2023 JAN 1 7 2023 (Kt-irviVu,i. AH�1Uu"i't� OLD KING'S HIGHWAY OLD KING'S HI HWAY Application#: ;73-0-C'/ 312020 __ _. c_ r ,3. M - LV 1 i/N C N _� 1-7 '877 TP 1 I - � �8'00"E 1 :, x 59.2 125.07, / 62x5' J ` � 25, 58.8 �o y. 0 ' :, 6� 58.6 59.4 ' 151 4• ' ► ,c\ a #17 V f l y� f •7. r�Ci EXISTING \;_ r? 1 p^) O o b`L�`, r / 3-BEDROOM INV.=59.6'± t, ' • x 59.3 O DWELLING 1 \ 57.1 ,‘ / TOF=63.2'±- � � x59.2 4 / h f EXISTING 1,000 GALLON . _62 _-__ ti ,�� SEPTIC TANK TO BE cog' P 4 `Scy. ` ,. ).. UTILIZED IN DESIGN- / MAP 151 56 - - �_ . -! \ . Benchmark �. LOT 120 ��,. ,�, s Nail in 16" Tree 7X' /�. 3' 16,000± S.F. Elev. = 60.00' BPS 6� S77° 18,00.,E MAP 151 Approx. M.S.L. GP.s 88'46; LOT 131 i (ft . S.H. Dunford Landscaping, L.L.C. P.O.Box 1144 East Dennis, MA 02641 US dunfordtree@gm ail.corn Estimate ADDRESS ESTIMATE 2376 Brian Nelson DATE 01/06/2023 17 conway dr yarmouthport Retaining Wall Installation Removal and disposal of existing retaining wall,dig out and 16,315.00 installation of new poured concrete reinforced retaining wall built to spec per plans from coastal engineering.Wall to remain the same footprint and height as existing wall.Jobsite cleanup will consist of regrading areas disturbed by construction and new loam and seed on said areas.site will be left neat"as found" Please find your estimate here. Feel free to contact us if you have any $16 31 5.00 questions. Thank you for your business! Sam Dunford S.H.Dunford Landscaping,L.L.C. Accepted By Accepted Date Page 1of-1