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HomeMy WebLinkAboutBLD-22-006582 ONE & TWO FAMILY ONLY- BUILDING PERMIT . Town of Yarmouth Building Department ,,,•` ''''"y -_ -� --- 1146 Route 28, South Yarmouth,MA 02664-4492 RECEIVED 508-398-2231 ext. 1261 Fax 508-398-0836 1 �`' Massachusetts State Building Code, 780 CMR MAY 12 2Q2Qtldt g.dermitApplication To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling BUILDING DEPARTMENT L Y.. -- ' '\ ,�' This Section For Official Use Only Building Permit Number: j7 U t-( Oo 2--' Date Applie . it 4Ac S 6— .3" , Building Official(Print Name) i ature Date SECTION 1:SITE INFORMATION Al 1 Property Address: ` 1.2 Assessors Map&Parcel Numbers 1.1 a Is this an accepted street?,y9 no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? _ Public 0 Private 0 Check if yes❑ Municipal 0 On site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' Owner'of/Record: • 4_ r Po / Name(Print) /�-— /J City, /State,ZIP ,( y No.and Street 7 Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 AIteration(s) 0 Addition 0 Demolition ❑ Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Deription of Proposed Work2: .---,-Z. ; IIcc-4 01 ("DO -, /171 1C/ ,lc) 16 7X - I SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: (Labor and Materials) Official Use Only 1. Building $ 1. Building Permit Fee:S . Indicate how fee is determined: 2.Electrical $ 0 Standard City/Town Application Fee ❑Total Project Cost''(Dm tguit?lier x 3.Plumbing $ 2. Other Fees: $ /��-- 02 511 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees:$ / 'c J Check No. Check Amount: Cas ount • 6.Total Project Cost: $&/i 000 — 0 Paid in Full 0 Outstanding Balance Due: I '7 �9 , SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) • cc—!1/r30.3' U/ '2 . License Number Ex ' ation ate Name of CSL Holder , Y6P-41/24--40V/C4 List CSL Type(see below.)No.and Street ,! Type Description gal L �7 „r�?�1�� 're �"�1 Unrestricted(Buildings up to 35,000 Cu.ft.) City/Town,/��X State,ZIP /�j�`�[ MIL/ a ` I Restricted 1&2 Family Dwelling (.%Tv,) l'`� � ,s/V( Q�/ M RoofingMasfn I Ir D L RC Covering `� WS Window and Siding _ �y,ryJy / SF Solid Fuel Burning Appliances Z0D479'4, G�1 Dcc via tA r 1L,. I Insulation Telephone Email address GD vy D I Demolition 5.2 Registered ilome Improvement Contractor(HIC) Di? , 1/2" -1 Comp Name or HIC Registrant Name IC Registration Number pir ion Danz No.and Street �IE O(CJc,iC�6Lvte ��,t}�jgp co..., - £i'2_$o�..q� Email address ✓ City/Town,State,ZIP Telephone =J 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 Issuanc of the building permit. Signed Affidavit Attached? Yes 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 to L. / LA to act on my behalf, inn all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) is..../ 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.gov/oca Information on the Construction Supervisor License can be found at www.mass.nov/dps 2. When substantial ws c is planned,provide the information below: Total floor area(sq.ft.) S.1' (including garage, finished basemen attics,dec or porch) Gross living area(sq.ft.) J 71ffa Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms .. . Number of half/baths — Type of heating system arLL r Alit Number of decks/porches Type of cooling system I AM AL Enclosed pen 3. "Total Project Square Footage"maybe substituted for"Total Project Cost" 1='=-• The Commonwealth of Massachusetts _'_�� Department of Industrial Accidents _��..:tt�` 1 Congress Street, Suite 100 ' _1 •S = Boston, MA 02114-2017 „ 'y' www.mass.gov/dig Workers Compensation Insurance Affidavit: Builders/Contractors/Electricians/Numbers.TO BE FILED WITH THE PERMITTING AUTHORITY. A !leant Information Please Print Le ibl Name (Business/Organization/Individual): 1 14" - t/ I C- Address: a I/ Col, G I City/State/Zip: /i- / i`l Phone #: Are you an employer?Check the appropriate box: I•112am a employer with__employees(full and/or part-time).* Type of project(required): Et 2.❑I am a sole proprietor or partnership and have no employees working for me in 7. New constdelinruCtion any capacity.[No workers'comp. insurance required.] 8. Remodeling 3.E I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9 CI Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 E Building addition ensure that all contractors either have workers'compensation insurance or are sole proprietors with no employees. 11.[ Electrical repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 12.❑Plumbing repairs or additions These sub-contractors have employees and have workers'comp. insurance.: 13.0 Roof repairs 6.❑We are a corporation and its officers have exercised their rieht 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: 3 C /t,tLia& /4. Policy#or Self-ins.Lic.#: WC S 'I/ S—C/ b S6 4`O/ Expiration Date: 2 // 2v 2-3i Job Site Address: Ll /' City/State/Zip: C�12-0'+- "IL Attach a copy of the worke ' compensation policy declaration page(allowing 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 cop of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. ' 1 do hereby certify i der rains and penal'es of perjury that the information provided above is true and correct. Signature: / -� 7-3 Date: e_ u) c Phone T: •g ` 4-E 0 'l 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 p b Contact Person: Phone#: • TOWN OF YARMOUTH o(. - BUILDING DEPARTMENT 4 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: JOB LOCATION: LI C4 �j roC tom- NAME S ET ADDRESS SECTION F TOWN "HOMMIF'OWNER" RX.o6 /'1 Gt/ 4-f0.3--2 y-r— (f Ki5-0 NAME HOME PRONE WORK PHONE PRESENT MAILNG ADDRESS CITY OR TOWN STA 1'E 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 perfonued 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 0 CIAL 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 FYa '.,4°. ,, R o: TOWN OF YARMOUTH BUILDING DEPARTMENT ; , " 4, ` 'i' = y 1146 Route 28,South Yarmouth,MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 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 I `q C &- — }Z 4 Work A dress V�-p��` Is to be disposed of at the following location: _____0212 1:s.,______ Said disposal ite shall be a licensed solid waste facility as defined b M.G.L. Chapter 11 'ection 150A. y II A_ "`` /2'4 5 Zo 2 'ign.tur. of Applica ',n Date Permit No. Sears, Tim yet f m 0 I0 d1 From: Sears, Tim r Sent: Monday,Monday, May 23, 2022 4:05 PM To: 'yarmolovichandr@yahoo.com' Subject: 14 Capt. Crocker Andre, I have reviewed your application for the addition and there are some items needed. "1. Health Department sign off "--4. 110 mph checklist or stamped plans Please submit these items for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. i i, othy Sears CBO Deputy Building; Commissioner i...own of Yarmouth 50 -39 -2231 Ext. 1259 mailto:tsears(wyarmouth.ma.us 1 t4'Y�k TOWN OF YARMOUTH HEALTH DEPARTMENT ".� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: 67-fle9` / Xi-7.ekt-TBuilding Site Location: J�/ /I f-. O�-GX - o c< -(4 Proposed Improvement: 6/-I/Id d't �"'�-`� �G� )C f J ,,t r-o o Applicant: T�'1 k �t fl ( o 1J c Gj Tel. No.: :.5 � 2'�j'0—�? C rlAddress: � '? -6re-tizt. re.)---ralc Date Filed: /2 2 **If you would like e-mail notification of sign off please provide e-mail address: Owner Name: C4---c--0 Owner Address: 111 /G'1 OC r 29 Owner Tel. No.: f d" C SC7 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, Gl E92D and septic system location; (2.) Floor plan labeling ALL rooms within building MAY t 2022 (all existing and proposed) HEALTH DEPT. Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: .... PLEASE NOTE COMMENTS/CONDITIONS: • 17247 07/01/2022ANDREI Y D/8/A BEL L ",0 ` 'VENT�REIYARL r;'. *° ,2 atzeR MARST S ELLA MfLLS, Und ersecre Y + li • __J Commonwealth of Massachusetts Division of Professional Licensure r Wf Board of Building Re ulations and Standa isor rds tandards CS-111305 •, �f ANDRE YARgAL to V I spires:06/01/2023 204 CINDER LO ' " MARSTONS IL*; i olsv-130 Commissioner ,cr WATER DEPARTMENT 21, a—vti \Y./4 c' ct/ vti BuiLinNci; pERmur APPEAL\.IRON FOR k‘ X I ER DEP IATNIENT SIG\ OFF TR VNSNIITT AL FORNI HI It Di G St I E Ho\ pi pR-oposi,i) ORK '°` PPI R A\ I tr7'ta\f 7 FY o -- 60 / \I)1)RI:SS: / f •"-- S 7/ F NI()\ CbC' / ? 9 . RI Sit)! .11 \1 !ot\I) OR ( )11\11R( \I fit II,D1\(1 Alt-,:tto ,,Nt-Tiql:11/..„'n1 ),:tom,r,,, ompl Ida,: xci ;Ohl ,ind I li2H1,\Iin,2 1)eparrnsmt omplLak:e Pckuw ond I on,...1‘,stton Cornnw,,ton` )0,1111I1142, onlpti,tts..0: \VctlaidN VA It lot(,)hordtxan ,,t ponds t i‘ o‘,.eori ho. . niat,11:and, Fr( ik.dl'hI kjii I tompltAnce to S:o.te J'1,.! I01kReic ItAttiHt.'111‘.111, 101 Septagt 1)itpoNal wdotfict hthIn. I leaht Acti‘th:, 1 Ile Ikpattfuent I kloiturt,-,t onylkince to Yak'and I ok% RciAtmcnients tor Persona! 7 So it rtopett‘ Ptotectiolh. e Smoky ihlcctols, SprinLkr Sstetn ...de /NPI'lltAALS-16:N Xi URI. / \ I)X I F. Ofl : OMNIEN I S ON Pt WSW kl)PRON U. OR DENI RI:N IENX E ) BY WATER DIVISR)N(SIG".;%TURF) 0 Ac tJ CERTIFICATE DATE{ �.,... OF LIABILITY INSURANCE M""°°""""' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRooucER BRYDEN&SULLIVAN INS CONTACT 88 FALMOUTH RD NAMEE : HYANNIS, MA 02601 (NC..No.Eke: (AAX /c Nok L ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC C INSURED INSURER A: LM Insurance Corporation 33600 BEL ISLANDS HOME.IMPROVEMENT LLC INSURERS: 204 CINDERELLA TERRACE INSURERC: MARSTONS MILLS MA 02648 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 66671983 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 1 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, j EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRTYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSD wVD POLICY NUMBER (MMIDD/YYYY) IMMIDWYYYY) LIMITS COMMERCIAL GENERAL LIABILITY IEACH OCCURRENCE CLAIMS-MADE OCCUR DAMAGE TO RENTED $ PREMISES(Ea occurrence) $ MED EXP(Any one person) $ GEM AGGREGATE LIMIT APPLIES PER: PERSONAL S AD►/INJURY $ POLICY PRO- JECT LOC GENERAL AGGREGATE $ PRODUCTS-COMP/OPAGG $OTHER: AUTOMOBILELWBILITY $ COMBI( accidN erDj(ANY AUTOSINGLE LIMIT $ BODILY INJURY(Per person) $ OWNED SCHEDULED HIRED ONLY AUTOSf D BODILY INJURY(Per accident) $ AUTAUTOS ONLY AUTOS ONLY PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR \ $ EXCESS LIAB CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION$ A WORKERS COMPENSATION WC5-31S-615667-012 2/11/2022 2/11/2023 PERTUTE I I oTH- $ AND EMPLOYERS'LIABILITY Y/NANYPR ✓i STA ER OORIMBNBEREXA C1i.UED? Cx1TIVE a N/A • (Mandatory In NH) E.L.EACH ACCIDENT $500000 DMa� ORATIONS below E.L.DISEASE-EA EMPLOYEE $500000 E.L.DISEASE-POLICY UNIT $500000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) WORKERS COMPENSATION INSURANCE COVERAGE APPLIES ONLY TO THE WORKERS COMPENSATION LAWS OF THE STATE OF MA. This certificate cancels and supersedes all previously issued certificates,only as they relate to workers compensation coverage. CERTIFICATE HOLDER CANCELLATION TOWN OF PROVINCETOWN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 260 COMMERCIAL ST. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PROVINCETOWN MA 02657 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORQED REPRESENTATIVE Jon Smith -"° -g"t ! ACORD 25.(2016/03) 61988-2015 ACORD CORPORATION. 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'I - - A 0 3/.9 , , ,,, .',.•,- - .,,., .... %.., .1.„... _.., ..., . , ,,----, •,,,v„kkstogi,, - 2 -I ;et.•••,,,-.....4 ,40,..„„e;,,,„ „, .k.wit..,,14 „„t,,, . ‘, ..4.,... ,...,4-..., ,•,-,*4t.3.,..-1',,,°- , '10...4=•t:3,., e,..:0" - . • • - " rk,s.,10r..'%,:;,. ; , ,, • '' , r , ; - SiS4 Of NalleiChUallibi V Title 5 Official Inspection For, ) . litillotrace elavalta ahloalatt SPAWN Fan-Molar VokineospAloosernemo \'...1 14 Csadow Road Pronsioadonno Rick Mona Owner • fr.c......._is CAvnees None =over Soma Yannoulh MA 02094 07120/13 paw cogron "---------- 11141—i— Zip — OdaTh D.llyistem Information (colt) elallah Oravage•014126ail Sydow Plata a Avast Ohs arooso deposed orporm,Mc kdre t••., •.. . at laastlasa Plamantaltratattalbe latallaidal aa bialabaladta Lao*al wok within 100 lea Li;.•• wham Pablo maw NIP*mama Is.biking.Chock as.Wes boom Wow: • ! handainion bi too araabakon , thawing Mocked separigeti ' .. - , • • ,------, .7 7i1111111111 1113. 141‘111511w..,. 4 tell& , 1:11 ell Eli • • • • . :t4,,,,.11110 1111104 ONO bispaisim Paw ivIesSais Spiv.,Calipmel epleit•Ilige 16‘,. ,..---,, 4. . r?f," .. ,, Li " ,3 JUN 2 1 2022 1 �1 'C' Guide to Wood construction in i, h Wind Areas: 110 mph Wind Zone I�,�.c,if�c; oFPARTM ' Bach Setts c list for o 1 liance (780 ell R 5301.2.1.1)1 _...— , O , •r , •B MARTIN Check 14 CAPTAIN CROCKER RD, S YARMOUTH, MA PG 1 of 3 Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110 mph _x Wind Exposure Category B x 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 1 stories _x_ Roof Pitch (Fig 2) 6 s 12/:12 _x_ Mean Roof Height (Fig 2) 11'-6"_ft 5 33' _x_ Building Width,W (Fig 3) _16'-0"_ft 5 80' _x_ Building Length, L (Fig 3) . 14-0" ft 5 80' _x_ Building Aspect Ratio(LAN) (Fig 4) 1.14 5 3:1 _x_ Nominal Height of Tallest Opening2 (Fig 4) _6-8' 5 6'8" _x_ 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) —x — 2.1 FOUNDATION PIERS Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete x Concrete Masonry _x 2.2 ANCHORAGE TO FOUNDATION1,3 Bolt to pier 5/8"Anchor Bolts imbedded or 5/8" Proprietry Mechanical Anchors as an alternative in concrete only Bolt Spacing—general (Table 4) 71 in. _x_ Bolt Spacing from end/joint of plate (Fig 5) ex_in. ''6"—12" _x_ Bolt Embedment—concrete (Fig 5) ex_in. z 7" _x_ Bolt Embedment-masonry (Fig 5) _NA_in. z 15" _x_ Plate Washer (Fig 5) z 3"x 3"x'/4" x 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) _x_ Maximum Floor Opening Dimension (Fig 6) 0" -t s 12' _x_ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) aximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) _0.0ft 5 d x Maximum Cantilevered Floor Joists — — Supporting Loadbearing Walls or Shearwall (Fig 8) _0_ft s d x Floor Bracing at Endwalls (Fig 9) x Floor Sheathing Type (per 780 CMR Chapter 55) _x_ Floor Sheathing Thickness (per 780 CMR Chapter 55) _ 3/4 in. ___x__Floor Sheathing Fastening (Table 2)_8_d nails at_6_in edge/12 in field _x_ 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) 7.25ft 5 10' _x_ Non-Loadbearing walls (Fig 10 and Table 5) NA. s 20' _x_ Wall Stud Spacing (Fig 10 and Table 5) _ 16" _x_ Wall Story Offsets (Figs 7&8) 0 ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x_6_7 ft 3 1/2" in. _x_ Non-Loadbearing walls (Table 5; NA in. x Gable End Wall Bracing' — — — Full Height Endwall Studs (Fig 10) x 3WSP Attic Floor Length (Fig 11) 14'zW/3 _x__ Gypsum Ceiling Length (if WSP not used) (Fig 11) 14'z 0.9W x and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11) _x or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays x_ Double Top Plate Splice Length (Fig 13 and Table 6) _ _ Splice Connection (no.of 16d common nails) (Table 6) 12 x AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone . Massachusetts Checklist r Compliance (780 c ERR 5301.2.1,1)1 Loadbearing Wall Connections . Lateral (no.of 16d common nails) (Tables 7) _2_ _x_ Non-Loadbearing Wall Connections Lateral(no. of 16d common nails) (Table 8) _2_ _x_ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) Power beams 6'-0"in,5 11' _x_ Sill Plate Spans (Table 9) _ 6'-0"in.5 11' _x_ Full Height Studs (no.of studs) (Table 9) _3_ _x_ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans _ (Table 9) _ 6'-0 in. 5 12' _x_ Sill Plate Spans (Table 9) _in. 5 12" _x Full Height Studs(no.of studs) (Table 9) _3_ _x_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W=14'-0"' Cagr• NEMER AlVCHOffED TO MUSE Nominal Height of Tallest Opening; 6'—8"'' 5 6'8" _x_ Sheathing Type (note 4) _1/2 structural _x_ Edge Nail Spacing (Table 10 or note 4 if less) . 3 in. _x_ Field Nail Spacing (Table 10) 12 in. x Shear Connection(no.of 16d common nails)(Table 10) 3/ft _x_ Percent Full-Height Sheathing (Table 10) 17% _x_ 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts) 0 _x_ Maximum Building Dimension, L16'-0" C>Qlr HEADER SHEAR WAIL SEE 3/3 Nominal Height of Tallest Opening; 6'-'8"5 6'8" _x Sheathing Type (note 4) 1/2 structural _x_ Edge Nail Spacing (Table 11 or note 4 if less) _3_in. _x_ Field Nail Spacing (Table 11) _12 in. _x_ Shear Connection (no. of 16d common nails)(Table 11) 3/ft x Percent Full-Height Sheathing (Table 11) _26% x 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) _x Wall Cladding Rated for Wind Speed? x 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) _x_ Roof Overhang (Figure 19) _1ft-11't smaller of 2'or U3 _x_ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=203 plf _x_ Lateral (Table 12) L=176 plf _x_ Shear (Table 12) S=77 plf _x_ Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T=138 plf _x_ Gable Rake Outlooker (Figure 20) 0.0 ft 5 smaller of 2'or U2 _x_ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U=417 lb. x_ Lateral (no. of 16d common nails) ... (Table 14) L=148 lb. x Roof Sheathing Type (per 780 CMR Chapters 58 and 59) _x Roof Sheathing Thickness _1/2 in. z 7/16"WSP _x_ Roof Sheathing Fastening (Table 2) 8d x Notes: 1. This checklist shall 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 and Figure 18b 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. AEDITICN for JAMB MARTIN' 14 0:14PPAThT C CCHER R D, S 3AMIOTH, MA PG 2 of 3 A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7800 cMR 5301.2.1,1)1 Remodel house 32 Seashell Lane, East Falmouth pg 3/3 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing 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 figures below:Vertical and Horizontal Nailing for Panel Attachment -wmps THIS RESTS ON ART tra.C. aJws in Ft 41 11 It 1 44 N44 MI 41. ll N rk ( i i . �"i ;4 M . Ef d 9 � r , f i 1. h 11 tioaete epee Is.‘ _ Pwwfi. __ Y J., 1 v.,+,six See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I AIDITICN for LIPECt3 149RTIN 14 CAPIK11i CFiOCKER 14), S MU:UM, MA PG 3 of 3 } N_N O �m O CO m mLi X) 3 >� D v _ > > 4 % z 0 czi u N N >p O 0 O F F f7) coil o i > o o ����� t7-a 1/2• 1 _IMMIMMINNIIMInti it 9 > __i I z 1 1 x' r m�mm N II vl D�O?c� �1 4'-0' 1 ; �"��o II -� x�rim�- v � v Ill__� 1 :z„ i I�o� V J Mirm7 1---_ m 4 0-/ A lir ri1---_ Zr `—A O,I"O > �m < i t .40 Ncn O ---- z m 0 ; vO. III/Ir 8'-0"PLYWOOD / yz y y n, Jr x m0 00K P .c. CO 00 O� k-ti mp3 rr, m n,• ?m m o� oz x6 cii _ xm aim to z m; N �O D D� O ; j �2 8 m z m v 0 xJ O II rn q X 0 > Z 0 co o$ z 0Z0 z �g 12x8 RAAFTERS 0 16" O.0 = 2x6 COLLAR 11ES 2K6 JACKS 0 16' O.C. x V x 00N z C O go co a > D to 0V 0,2g F, m F;'Y D Z`v z O m_-o pz FRAMING PLANS ISSUED BIRCHALL CONSULTING JACOB MARTIN REVISED 6/18/22 37 TURTLE COVE RD 14 CAPTAIN CROCKER ROAD A1 — 2 �-888-274H MA 02537 4413-246-448850UTH, MA