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HomeMy WebLinkAboutBLD-19-1048 i 4 • --e litti/ Milc ONE & TWO FAMILY ONLY- BUILDING PERMIT , k . Town of Yarmouth Building Department r. 1146 Route 28, South Yarmouth,MA 02664-4492 40%, 508-398-2231 ext. 1261 Fax 508-398-0836 ■ Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Se n For Official Use Only Building Permit Number:ah-/9J-p/0 Date Ap ' d: ...c: „:) n 19 . Lcl4 - •gun r11 Nf ,7-. V•Jc-M Building Official(Print Name) Signature , • ev ._2__ __Date = SECTION 1: SITE INFORMATION 1.1 Property Address: � 1.2 Assessors Map &Parcel Numbers tO Pine ane I.. T IU1 ar.nac�L 07.433 L3 53 • m pa 1.1a Is this an accepted street?yes ✓ no Map Number Parcel Number m 1.3 Zoning Information: . 1.4 Property Dimensions: all T a- LS 5 m'I3oa 'S3 v Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) T co Z 1.5 Building Setbacks (ft) r C Front Yard Side Yards Rear Yard Z r- Required Provided Required Provided Required Provided -u N 30 35.5 /.S is 13 31 0 73 1.6 Water Supply: (IvLG.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: A Public gr Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site le Z C Check if yes❑ P disposal system Xi SECTION 2: PROPERTY OWNERSDIP1 rn C7 2.1 Owners of Record: -0..,..4es 4 bca\t Es ce.-Csotj -len t'no.;r. Nva n t 4'3 ' Name(Print) City,State,ZIP ' • 40 P:,,y �t. at - ass 5'l' 6790 -rea�cKsca 2--)seat. , No. and Street elephone Email Address ' SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) - New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) ❑ Alteration(s) ❑ Addition 2' Demolition 0 Accessory Bldg. 0 Number of Units_ Other 0 Specify: ` Ei I) Brief Description of Proposed Work'-: ____42.12s3.41Okcik-t-;d... - exnr+.,dNI b'dtn-vn ew.d_ Incc-ct, Al1G Mfr 2Q11 • SECTION 4t.ESTIMATED CONBTRUGTIO I COSTS.. :. ' , BUi... ri4 F'41. OF Item Estimated Costs: . _ - 1•2:7: :-i ;_..r •. - -. .-•.. ._ OfficialUse Oaly ":,,. ..'• (Labor and Materials) .....t,"- . ., .,-'' . .. .• 1. Building $ ZG Pet :1. Bn�ldingPezmitFee $' lo.'Indicate'howfeeis<detemimed:' 2.Electrical $ O� ` _a Standard City/`zliwriiki-g eatio1Fee. =• 'ti=s=*'-;:"'. ..-.1 ..% ;•. 7 -0.TotawProject'Cosi. t gmnitipliei,::• .-: -. ':-:' : • 9400, SECTION 5: CONSTRUCTION SERVICES I ' `• 5.1 Construction Supervisor License(CSL) • License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description ,,.,I.1 U Unrestricted(Buildings up to 35,000 cu.R) dnTSR Restricted l&2 Family Dwelling City/Town,State,ZIP M Masonry 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 Registration Number Expiration Date HIC Company Name or HIC Registrant Name Uf�� 't ' No. and Street r;- ` Email address t• 1-r; +- • City/Town, State,ZIP Telephone IY' 1 r;t SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L c.152.g 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...........❑ Ytl i+; • • SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN ' ' • OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT .. ra 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. r l 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 lmowledge 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 Contactor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142k Other important information on the HIC Program can be found at • "wwwmass.zov/oca Informanon on the Construction Supervisor License can be foimd at www.mass.aov/clos 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" • SECTION 5:.CONSTRUCTION SERVICES . 5.1 Conptruction Supervisor License(CSL) es-/01329 '7/a7 (,Q .ST�b jJ ( L— License Number Expiration Date Name of CSL Holder List CSL Type(see below) '72- fiNL CO,v6 hetivf No.and Street : T .e Des..iptioa W' m�' d 'Z %i7 Unrestricted(Buildings R gs up to 35,000 c ) City/Town,State, �gni Restricted 1&2 Family Dwelling b Masonry RC Roofing Covering • WS Window and Siding SF Solid Fuel Burning Appliances f-sin SL ,Lcj Jhr nmt.cm•el I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(NC) p, /hr/ e) ct 1564 comK 1xi etoosaa HIC Registration Number Expiration Date BIC Company Name or BIC Registrant Name 12 P„"6 CCMG DrtAvs $U4-c---Ta e IlrTPY31L• ennA No.and Street Finail address w 'Y irtLirm illi gm 694 n 50cc-2144 4247-- City/Town, •ZSzCity/I•own,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 re/ 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 `jgrrLJ ft-Gj -C to act on my behalf,in all matters relative to work authorized by this building permit application. `ltErr(vtsS Gore_tc CAA 51/Y1/Cr Print Owner's Name(Electronic Signature) Date • ' SECTION 7b: OWNER'.OR AU IHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained inn this application is true and accurate to the best of my knowledge and understanding. d `k eh girl( Prig er's or Authorized kaent'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)Progam),will not have access to the arbitration program or guaranty find under M.G.L.c. 142A.Other important information on the HIC Progam can be fotmd at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dins 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" 51/ tic) • Department ofIndustrial Accidents •e'.(..M1-01L---a—r_ S . 1 Congress Street,Suite 100 • nsil=ir Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITHTHE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): OrteCLr11 f--c--rZ c ban- Caen eny dUgezer3 Address: 4-72 Pie05 Clown Dxi VG City/State/Zip: tu•y/ fsr cuttL mi- Phone #: wog-2.4-52 Are you an employer?Cheek the appropriate box: - Type of project(required): 1.0 I am a employer with employees(full and/or part-time).' 7. 0 New construction 2.g.t am a sale proprietor or partnership and have no employees working for me in , y capacity.[No workers'comp.insurance required.] $• ❑Remodeling 3.0 I 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 property. I will 10 f' uilding addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 5 0 I am a general contractor and I have hired the subcontractors listed on the attached sheet 17'❑Plumbing repairs or additions These sub-contractors have employees and have workers'camp.insurance.: 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#I must also fill out the section below showing their workers'compensation policy information. :Hameewnen who submit this af5davit indicating they are doing all work and then hire outside corrtractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name cif the sub-contractors and state whether or not those entities have employees. If the sub-contractor 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#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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify under the.a'ns . d p- aides of perjury that the information provided above is truecand correct elflike l [ 'C 117 6an Signature: AimDate: Phone 4: �OK� —s 25z- Official f .Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License r • Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone m: • 'or' - .. TOWN OF YARMOUTH _ BUILDING DEPARTMENT E, .` 1146 Route 28,South Yarmouth,MA 02664 "ew=.3 -'� 508-398-2231 ext. 1261 Fax 508-398-0836 6" • BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 1113, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at `/O Pi1vG (rang' AR-1vz— Work Address Is to be disposed of at the following location: RdB '`CnIGhS Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signature of Application Date Permit No. • • YARMOUTH WATER DIVISION , 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 • PH.: 508.771.7921 FAX: 508-771-7998 • BUILDING PERMIT APPLICATION • DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET • Bldg. Site Location 4% Pjrig Cole ORIVC Map #: Lot #: Proposed Improvement: /—t) DR-7/Li Applicant: 5—ittreit Address 72- frg:eaic bit Tel. #: cce,2.S9-5t5z_ Date Filed: 2f20//$' • RESIDENTIAL AND / OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or Existing Location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements for Septage Disposal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, Safeetty, Property Protection; i e Smoke D.etiectors Spri'- , . Systems. Etc etof/ ;Ure o` appi cantt Date PLEASE NOTE: COMMENTS: Re wed by: er Division Date orF,Mky TOWN OF YARMOUTH HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: COY? 1� , N Building Site Location: 4o ?/u C CU Y ' 6 IS RA Us EsI yni_ftv&ii-1- Proposed Improvement: ` P1714 cid dirk j 17 ( 'Pan Applicant: Sle—FeIL_ Tel.No.: 5D15/Z)Sq'I�L�"Z_ Address:1 Z {?,illE GJYv6 1)(24 (<7( 'Like rovitF- Date Filed: `tied Il 8' •*Jfyou would like e-mail notification of sign off please provide a-marl address: Owner Name: Ta ( \ eruCL'cf)r) Owner Address: t-10 Pl"OJ t Cart Uel dCS Owner Tel.No.: —S11/—O7 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. REVIEWED BY:awls DATE: Cde-di'� PLEASE NOTE COMMENTS/CONDITIONS: frau>e -To /(L-r_ ✓tA 41,13 VOC4sLr BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 Erickson Ad&Alt to Residence Ceiling beam @ new addition Beam#2 Prepared by: LFG Date:5/07/18 Selection (2)l-3/4x 9-1/4 1.9E T.)Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.2 in' R2=1.1 inz (1.5)DL Defl= 0.19 in Data Beam Span 9.5 ft Beam Wt per ft 8.32# Reaction 1 TL 1440# Reaction 2 TL 695# Bm Wt Included 79# Maximum V 1440# Max Moment 3830'# Max V(Reduced) 1411 # TL Max Defl L/240 TL Actual Deft L/612 Attributes Section(in') Shear(in') TL Deft(in) Actual 49.91 32.38 0.19 Critical 19.72 11.14 0.48 Status OK OK OK Ratio 40% 34% 39% Fb(.si Fv(.si E psi x mil Fc I .si) Values Reference Values 2250 190 1.8 650 Adjusted Values 2331 190 1.8 650 Adjustments CF Size Factor 1.036 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1 0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 30 0 =A Point TL Distance B= 1771 2.75 .SC�F Ot M,cy1A 100�•e pA, 0 no J N0.4929 � .n % FALMOUTH. E Ie5t yV: 611. Uniform Load A Pt loads: R1 =1440 R2=695 SPAN=95 FT Uniform and partial uniform loads are lbs per lineal ft. Notes Erickson add&alter.for Cotuit Bay Design 40 Pine Cone Road W.Yarmouth,MA G.A.Project# 1840 ..- i / COO / ,c ' ' N. Lot 3 a 0 O c 8,300+ S.F. PA S1ci k9 00 Mop 23 15.0' (i �� Parcel 53 15 0 `r -I t /A 0, 5V- / \ �0 'rr. c6`/ • 0 s \ F 35.8' / / <, / ti .30.0' �/ , Exist. Dwg. 'o. / #40 Sc r. ,�s (Crawl) k0� Pch. 1 28 ', Nkh 41)4' / o / --- U .>* Eoptic , � 15.3' 4:1 (Relocated) Septic Sysferr , Proposed Q0 L' X00 \\\ , f\ Addition 0. n (Bath) * �0- \ //l / u'�•NS�0 15. 0' \/ 5 0 OE@E�`V/E© 20.0' / AUG 2 0 2018 Aa,i(: HE L• ccn- HEALTH DEPT. STREET ADDRESS- //40 PINE CONE DRIVE TOWN OF YARMOUTH ZONING ASSESSORS' MAP 23 PARCEL 53 BY–LAW (Pre–existing, non–conforming) OWNER: TOM & DIANE ERICKSON • 'DEED REF.: CTF.//178716 ZONE : R-25 PLAN REF.: L.C.C. 11435A LOT 3 Setbacks: Front: 30' Side: 15' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL Rear: 15' KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION SHOWN HEREON CONFORMS TO THE HORIZON FAL SETBACKS - PROPERTY LINES SHOWN HEREON - - OF THE ZONING BY–LAW FOR THE TOWN OF YARMOUTH. WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED ON THE GROUND. � 'rst., PLOT PLAN çThRRY c(1^.., SHOWING PROPOSED ADDITION THE FOUNDATION DEPICTED ON THIS ARERPLAN WAS LOCATED ON THE GROUNDo.38721 • IN BY SURVEY ON MAY 23, 2008 AND AND EXISTS AS SHOWN AS OF THEi p' YARMOUTH, MASS. �,:dol DATE OF LOCA770N. ../ Vl " '� SC.ALE. 1"= 20' MARCH 30, 2018 r Rev. 4/5/18 THIS PLAN IS FOR PLOT PLAN II {/ �Ya) ,� �— TERRY A. WARNER, P.L.S. PURPOSES ONLY. "� 17 I" f(3*}A, 22 LONG ROAD HARWICH, MA 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT 0 20 40' 60 r STAMPED AND SIGNED IN RED. I PROJECT NO. 07-282PP Of)1\I � - ► c0 / in ELot 3 MI, _ t 10 8,300± S.F. 0. yN 0 R 00 Map 23 15.0' v t� Parcel 53 15.0' SQ --f ' y//^\ .o �� 37'- 0 ON G/ 169 •0.0 \ se,/ ro tp F 35.8' �eQJ\j � o ti, 30.0' / Exist. Dwg. 'o \ / #40 Scr. � ti� 09(Crawl) � Pch. 28 1 '1Nh* 41>4' / ItO / po o O > s E ep is , 2 153' (Relocated) Septic Sy to Proposed 0 S 0 \ (� Addition 0, .0 \ / , 1 � (Bath) �z / (el0 h51 5 20. 0' EMEDWEDD / AUG 2 0 2018 HHL HEALTH DEPT. STREET ADDRESS: 140 PINE CONE DPIVE TOWN OF YARMOUTH ZONING ASSESSORS' MAP 23 PARCEL 53 BY-LAW (Pre-existing, non-conforming) OWNER: TOM & DIANE ERICKSON DEED REF.: CTF.1178716 ZONE : R-25 PLAN REF.: L.C.C. 11435A LOT 3 Setbacks: Front: 30' Side: 15' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL Rear: 15' KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION • SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS _ PROPERTY LINES SHOWN HEREON - - -- -- OF THE ZONING BY-LAW FOR THE TOWN OF YARMOUTH. WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED ON THE GROUND. "004, cy PLOT PLAN TERRY ` SHOWING PROPOSED ADDITION THE FOUNDATION DEPICTED ON THIS 8 WARNER ANN "' PLAN WAS LOCATED ON THE GROUND No.38721 • IN BY SURVEY ON MAY 23, 2008 AND � ; sit-to / YARMOUTH, MASS. AND EXISTS AS SHOWN AS OF THE Y l Oil DATE OF LOCATION. �Mit" IVSCALE: 1"= 20' MARCH 30, 2018 Rev. 4/5/18 THIS PLAN IS FOR PLOT PLAN — TERRY A. WARNER, P.L.S. PURPOSES ONLY. �� 22 LONG ROAD HARWICH, MA 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT 0' 20' 40' 60' STAMPED AND SIGNED IN RED. Irninntrn PROJECT NO. 07-282PP 40 Po-se C� a)-Es-r- Y/i-co um(, /G4 • AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' • 0 Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) 110 mph Wind Exposure Category B --see---- 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)I stories 5 2 stories Roof Pitch (Fig 2) '7 512:12 Mean Roof Height (Fig 2) u ft 5 33' d' Building Width,W (Fig 3) IZG ft 5 80' Building Length,L (Fig 3) (. ft 5 80' Building Aspect Ratio(LMI) (Fig 4) MS-5 3:1 /' Nominal Height of Tallest Opening2 (Fig 4) Axe S 611" _t/ 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) _�. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete l 's Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4) C) in t.-""41 Bolt Spacing from end/joint of plate (Fig 5) 9'in 5 6"-12° ---- •• Bolt Embedment-concrete (Fig 5)... In.2 7" Bolt Embedment-masonry (Fig 5) n.215" v 0 i Plate Washer (Fig 5) 2 3"x 3"x'''A' -42 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) r....---- Maximum Floor Opening Dimension (Fig 6) .a ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks _fee.' Supporting Loadbearing Walls or Shearwall (Fig 7) ft 5 d _!e7 Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) E2 ft 5 d ✓' Floor Bracing at Endwalls (Fig 9) _�. Floor Sheathing Type (per 780 CMR Chapter 55) Floor Sheathing Thickness (per 780 CMR Chapter 55) 24 in. _�' Floor Sheathing Fastening (Table 2)..._e_d nails at C, in edge/lain field _t! 4.1 WALLS Wall Height Loadbearing walls • (Fig 10 and Table 5) 8 ft 510' Non-Loadbearing walls (Fig 10 and Table 5) 2Eft 5 20' Wall Stud Spacing (Fig 10 and Table 5) IC in.s 24'o.c. —`✓' Wall Story Offsets (Figs 7 8 8) ..ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x¢-.2 ft 4' in. ✓ r Non-Loadbearing walls (Table 5) 2x±,-2 ft S__.in. _IG"-- Gable End Wall Bracing 1 Full Height Endwall Studs (Fig 10) _a..e4" WSP Attic Floor Length (Fig 11) CD ft 2W/3 —41.e" Gypsum Ceiling Length(if WSP not used) (Fig 11) _a 2 0.9W ,�/ and 2 x 4 Continuous Lateral Brace©6 ft.o.c...(Fig 11) or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_—' Double Top Plate Splice Length (Fig 13 and Table 6) Z$ Splice Connection(no.of 16d common nails) (Table 6) .. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 7) A _--c!" Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 8) a _fe--- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) ft,C_in.s 11' _L/1 Sill Plate Spans (fable 9) _afl f_in.511' __L---", Full Height Studs (no.of studs) (Table 9) Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) Zia ft G In.s 12' —44-' Sill Plate Spans.... (Table 9) _zit_Gin.512' Full Height Studs(no.of studs) (Table 9) ...-L Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W 4 Nominal Height of Tallest Opening2 lv's 618' ,__/ Sheathing Type (note 4) I.15P y Edge Nail Spacing (Table 10 or note 4 if less) r>In. _,cse- Field Nail Spacing (Table 10) _Lain. Shear Connection(no.of 16d common nails)(Table 10) `. ...r. Percent Full-Height Sheathing (Table 10) jam% _Ic---" 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts) _......6,---- Maximum flMaximum Building Dimension,L Nominal Height of Tallest Opening2 is 61' /- Sheathing Type (note 4) j,. 5P _.! Edge Nail Spacing (Table 11 or note 4 if less) .in. f Field Nail Spacing (Table 11) jz.in. _/' Shear Connection(no.of 16d common nails)(Table 11) Percent Full-Height Sheathing (Table 11) / f 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts) ,....--- Wall Cladding Rated for Wind Speed? _ *--- 5.1 /5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC S an Tool,see BBRS Website) � Roof Overhang (Figure 19) _bft _s smaller of 2'or L/3 _IC Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U€03plf _Lea Lateral (Table 12) L=t_7- 4....-9_plf s Shear (Table 12) S= '7�plf ' Ridge Strap Connections,If collar ties not used per page 21... (Table 13) T=130 j......>plf ✓' Gable Rake Outlooker (Figure 20) fl.ft S smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U=17lb. ✓' Lateral(no.of 16d common nails)...(Table 14) L=141-lib. _�/ Roof Sheathing Type (per 780 CMR Chapters 58 an. 59) e.----"Roof Sheathing Thickness Min.t 7/16"til Roof Sheathing Fastening (Table 2) Gam[ 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 eratte0 CCfoK b. 20 Gage Straps per Figure 11 ta c. Uplift Straps per Figure 14 CO 'Y Des SLC T- / d. All Straps per Figure 17 cf' i O e. Corner Stud Hold Downs per Figure 18a and Figure 18b ` 1 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. • AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 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. M. 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 Bd staggered at 3 Inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' • • /\ WHEN THBEDGERESBON II II 11 11 1 • 11 11 1 N 1•I 1 II 11 It II 1 It II II • 11 II II II II I O.3( i 1 II 11 I 11 o II'1'1 it f l IL m 11 l Q I F Is II II, II b II Sr O ' in 1l 4l 1 II i ' b 1 (� n I I it I III y u 1 I dF 11 Il 11 g ' II 1• II ll I I a II I` ITIi ' II 11 w 1 • 1 11 I 11 II II 1 1 1 11 1 II II I• II 77'11�111 I I 11 111 I i Y DObOLE EDGEt� NAILSPACMJG i1, PANl-1. —ill �4 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment • AWC Guide to Wood Construction in High Rind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 • W �n I II I r• • • S .II a u r r • 14 II mamma morns • . FDIA - . rr r r [0-8031 _ l U3MNI_ r- - NAIL PATTERN PANG lIl PANEL EDGE t DOUBLE NAIL EDGE SPASM DETAL • • Detail Vertical and Horizontal Nailing for Panel Attachment ' • vi.