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HomeMy WebLinkAboutBLD-19-2246 ''' • /o�q�� email' " ONE & TWO FAMILY ONLY-BUILDING PERMIT ,.► Town of Yarmouth Building Department or r • 1146 Route 28, South Yarmouth,MA 02664-4492 �' !� 508-398-2231 ext. 1261 Fax 508-398-0836 +tet' ■ Massachusetts State Building Code,780 CMRE 0 Building Permit Application To Construct,Repair,Renovate Or Demolish - .,, a One-or Two-Family Dwelling NOV 13 2018 . 11' This Section For Official Use Only Building Permit Number:'5W/ o3) '/ .°' Date Applie . BUILDING DEPARTMENT w i . r^ nt CS ✓. . , . • 10-18-1s Building Official(Print Name) - Signature'. , Date • SECTION 1:SITE INFORMATION 1.1 PropertyAd71(A A 1 0 F 1.2 Assessors Map&Parcel Numbers ' (1£ 7z 1.1a Is this an accepted street?yes_ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) A 1.5 Building Setbacks(ft) m ta Front Yard Side Yards Rear Yard .m .4 Required Provided Required Provided Required Provided O -^ m O 1.6 Water Supply: (M.G.L c.40,I54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Z N Public❑ Private❑ Zone: — Outside Flood Zone? - Municipal O On site disposal system ❑ r CO Y SECTION 2:' PROPERTY OWNERSHIP' Z Ca 2.1 Owner'of Record: --0 y M. Vat Z d f 4t1to w. 'AO nod rel M4 0166Y rn ra 73 Name(Print) City,State,ZIP —4m l'1 & QcR�i Avg o c z No.and Street Telephone Email Address 73 SECTION 3:.DESCRIPTION OF PROPOSED WORK'(cheek all that apply) C - New Construction❑ Existing Building D Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition 0 Demolition 0 Accessory Bldg.0 Number of Units_ Other it Specify: G sRA Cc . Brief Description of Proposed Work': , a0t_4 aW ` 7, 34 6-44.014C SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: official-6i Only. 1.Building $ 31, 8 o D :1.Building Permit Fee:$baa, Indicate how fee is determined: alStandard City(TownApplicationFee. '. 2.Electrical $ ; 0 Total Project Costa(Item,6)x multiplier... ; . ` x 3.Plumbing $ . OtherFees: S 3.�': 4.Mechanical (HVAC) $ List: ' 5.Mechanical (Fire Suppression) $ Total All Fees.$ 6.Total Project Cost: S .9 1 80 0 0 paid i 6..u Check Amount: Cash Amount t D Paid in Full .. Outstanding Balance Due -� SECTION 5:.CONSTRUCTION SERVICES `$ , 5.1 Construction Supervisor License(CSL) a L g f Lei .i If 10A A) Plc It tie License Number Expiration D to Name of CSL Holder a (46 TUB.r�N(IAC F�. List CSL Type below) - No.and Street 1 1' F Type ; Description W res d 0400Ct( /fiat O(Sf/ U Unrestricted(Buildings up to 35,000 cu R) t R Restricted'&2 Family Dwelling City/Town,State,ZIP M Masonry • RC Roofing Covering - - WS Window and Siding vr�/l r3 1 Akio SF Solid Fuel Burning Appliances QQEcgvflv4.r-oe^t I Insulation Telephone - Email address D Demolition . 5.2 Registered Home Improvement Contractor CHIC) !(1 f -y 4-1-d—ic OA✓ MF,2Lc4HIC company N e or C Registrant 11ameHIC Registration Nttmbtt auon Daze , (et4 Tu. ' r (et C aU n No.andStregqt Q4 ✓ `�ECK7 AC✓6 . Gow WEiTNat-004y M11' \fb,•d3t'r/J Du Email address City/Town,State,ZIP CP(4"f/ 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 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FORnBUILDING PERMIT I,as Owner of the subject property,hereby authorize O Q W Men\e ?1 c C C to act on my b'eh'alf in all matters relativeMto work authorized by this Il building permit application. ` ,' \ it6A0 • 'lite—C 24 44 4 Alt° l0.1 et1 Print Owner's-Name(Electronic Signature) Date SECTION 7b: OWNERI ORAU'IHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in thi application is true and accurate to the best of my knowledge and understanding. /�/y• am !0 • t` e ( 8 Print Owner's or Authorized A. '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(MC)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.eov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dos 2. When substantial work is planned,provide the information below: Total floor area(sq.ft) (including garage,finiched 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 mter-dr— ' t Department ofIndustrial Accidents ��= 1 Congress Street, Suite 100 Boston, MA 02114-2017 .; www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH TUE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individuaf: M NJ fu C¶_, i,e( Address: I qG A." file-. ,Cd, City/State/Zip: W de r jo it my 11411 Phone #: Sd s-en . le I a o Are you an employer?Check the appropriate box:. �/ Type of project(required): 1. 1 an,a employer with "/ employees(full and(or pan-time).• 7. 0 New construction 2.❑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.❑1 am a homeowner doing all work myself [No workers'comp. insurance required.]t 9. Demolition 4 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 El 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. 12.0 Plumbing repairs or additions These sub-contractors have employees and have workers'comp.insurance.; 13.0 Roof repairs ? r 6.0 We are a corporation and its officers have exercised their right of exemption per MOL c. 14.Z Other o��f t f 7 152,§1(4),and we have no employees.[No workers'comp. insurance required.] (y A t*Ar~1 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f 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. /am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: C U kM (Mf Policy fi or Self ins. Lie. #:_ 1900-/C-n 86.2 Q(l Expiration Date: 44 �' /j € Job Site Address: I t IM y 4U tF City/State/Zip: W, 7144 gitoctrH l >~2d 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$250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certt(fyu-nder the pains and penalties of perjury that the information provided above is true and correct. Signature: ` Date: 10• ( (p Phone :: Sys' it •tcy 0 o Official use only. Do not write in this area, to be completed by city or town official. • City or Town: Permit/License# Issuing Authority(circle one): • 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: ,31.Y4R TOWN OF YARMOUTH r r, r ^ro BUILDING DEPARTMENT O -0,1+'i'' 1146 Route 28,South Yarmouth,MA 02664 � "+� 508-398-2231 ext. 1261 Fax 508-398-0836 • rc$ 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 S' Mt k V/ Work Address Is to be disposed of at the following location: �A✓Laq J 0.— CI)€s r% it r�Yc 4444 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signature of Applic tion Date Permit No. • The Commonwealth of Massachusetts _;; _ t Department ofIndustrial Accidents IA S 1 Congress Street,Suite 100 =t_ Boston,MA 02114-2017 .�. www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: Phone#: Are you an employer?Check the appropriate box: - Type of project(required): I.❑I am a employer with employees(fill and/or part-time)." 7. 0 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 3.0 I am a homeowner doing all work mysel£[No workers'comp.insurance required.]i 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 11.0 Electrical repairs or additions proprietors with no employees. 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet 12.0 Plumbing repairs or additions These sub-contractors have employees and have workers'comp.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#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#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. Ido hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: 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#: DECKSI,I N�I �® r�uul g Creating backyard lifestyles for over 20 years Commonwealth of Massachusetts l©) Division of Professional Licensure Board of Building Regulations and Standards Const 4GtttVl%bp,rvisor CS-068847 c� - Ntyires: 07/20/2020 e �n , DANIEL A M€72LE t )' : o 198 TURNPIKE�D 4 j. a • ti: WESTBOROU4IA,015�1= `" 'I X1'0/`c:71,301\ :^'I Commissioner a- Sheds I Decks I Gazebos I Basements I 3-Season Rooms I Spas 196 Turnpike Road I Route 9 I Westborough, MA 01581 1508.836.4500 1 fax 508.836.4900 I www.DecksPlus.com .tet: 3/2/2018 Office of Consumer Affairs&Business Regulation-Maas.Gov• The Official Website of the.Of lice of Consumer Affairs&Business Regulation(OCABR) _ . . aas - Consumer Affairs and Business Regulation Home Consumer Rights and Resources Home Improvement Contracting - - . Home Improvement Contractor Registration Lookup ' To search by registration number, enter the registration number in the textbox below and dick the 'Search' button. - j Search by Registration Number 1113824 ;Search! • You must dick the "Search Registrant" button to search by name or location. . Search by Registrant Company name 1 t Search by Registrant Last name 1 - CityfTown ( Search Registrant! • State 1---- ' . .:. ' - Zip — Zip code 1 - Click on the registration number to view complaint history.You can also view arbitration and Guaranty Fund history. . The list is current as of Thursday, March 1, 2018. . :' , Search Results istrantName RESPONSIBLE INDIVIDUAL REGISTRATION S - 9 ADDRESS Re EXPIRATION DATE -STATUS j NUMBER OUTDOOR ACCENTS INC- METZLER, DANIEL 113824 196 TURNPIKE RD 07!.1812019 Current • WESTBOROUGH, MA 02581 1.. - --- — . :, 0 2012 Commonwealth of Massachusetts. - - ~^— . Mass.Gov®Is a registered service mark of the Commonwealth of Massaduaelts. , ,, �,,, t t, t ; -V,4{ t 'r 4..3, r47s M -s� w ' �' . ; ..: � ...- vW�-..+ _.'.' .. .....-..., .. P.-: ... eau. ... 1 s:'4-�ik�"d�InR 3`.['��i.!�+YdS��S�tr.. .. i- ri. �^Y��'�`,p�; `A' ACO CERTIFICATE OF LIABILITY INSURANCE DATi5i2D�) 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME ACT Krietina Mcooff . T.A. Holland & Co.. Insurance Agency LLC IN1C.No Ext). (508)746-2830 WC No: ts08)746-2667 2 MAIN STREET nooaIES3;kmcgoff@taholland.com INSURER(S)AFFORDING COVERAGE NATO a PLYMOUTH MA 02360 INSURER A Norfolk & Dedham 23965 INSURED INsuRERB Arbella Protection Insurance 41360 OUTDOOR ACCENT'S INC DBA DECKS PLUS INSURER c:Guard Insurance Group 31470 195 TURNPIKE RD ' ' INSURER O: INSURERE: WESTBORODCH MA 01581 INSURER F: COVERAGES CERTIFICATE NUMBER:CL176601091 REVISION NUMBER: THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ,NSR —""'_ -----' AOUESUBR1 POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE INS() Mat POLICY NUMBER . (MMMI DOIYYYY) IMD0IYYYYI X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE3 1,000,000 ._ -UANMADE T6Rl'NTEIS—_—_ _______ A _'.A1MS•MADE ' X OCCUR PREMISES lEe occurrence) _ - _ - R1662757A • - 3/8/20178 3/8/2019 MEDEXPIAny one person) S 5,000 • PERSONAL B ADV INJURY S .A E 'MT APPLIES PER GENERAL AGGREGATE $ 2,000,000 -_ _ —_ PRD. 2,000,000 % --r JECT � LOC PRODUCTS AGG S 2,-ER XROOF I AUTOMOBILE UABIUTY I COMBINED SINGLE LIMIT 6 (Ea accWem) - rA TC BODILY INJURY(Pe/person) S 250,000 .-/err ' SCHEDULED C5 XIAUTOS 10NON-OWNED PROPERTY DAMAU 6 100,000 20037619 1/21/2016 1/21/2019 BODILY INJURY(Per accident) $ 500,000 c.. ' ' SCS AUTOS Per acc100nn1_____,___.___ - COMB! $ 20,000 UMBRELLA LIAR ,---iOCCUR I EACH OCCURRENCE S _ EXCESS LIAR ' _CIAIMSMADEAGGREGATE S__ 7E2 RETENTIONS II $ WORKERS COMPENSATION PER €i ITTH. AND EMPLOYERS'LIABILITY I 5TATIIT YIN EL.EACH ACCIDENT _ $ 100,000 A\r PR:WRIER:A/PACLUDR/EXECUTIVE ❑ NIA '==;'ERIMEMEH)EXCLUDED? J ODNC862411 6/11/2018 6/11/2019 EA EMPLOYEE S 100,000j C IMandatoryin NH) EL DISEASE- _.las oesuro-GN OF Oe.neer PERATIONS dmOw E L.DISEASE•POLICY LIMIT $ 500,000 _ DESCRIPTION OF OPERATIONS I LOCATIONS(VEHICLES (ACORD 101,Additional Remarks Schedule,may be ttached It mon apace Is required) I I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE. THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE K4. ©1988.2014 ACORD CO ION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 20.4x', • ,.QF• - TOWN OF YARMOUTH k a . 4c, WATER DEPARTMENT � y 99 Buck Island Road •w \Vest Yarmouth, MA 02673 •�'" ` Telephone: (508) 771-7921 Fax: (508) 771-7998 • BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET . Bldg. Site Location /119 . &R Ry A t) r r Proposed Improvement: (3- '( r I- 3/. Cow e-ito-cr/r 5x-46 Applicant: _ AI ' Ate 42 t, EA 146 lotto, fine la- Address Address v- ' ' 020 ASA Tel. #: Stir_ €54•f uo Date Filed: /0 . 3 ter"' 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, Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc... 7( C2L- )1(49_ Signature of applicant. Date PLEASE NOTE: • COMMENTS: Reviewer Tater rvislon to • a ILO , ot�YgR TOWN OF YARMOUTH • ZF ..O HEALTH DEPARTMENT o tii. •./i` j? t PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: p Building Site Location: i d am is l- V Proposed Improvement: 0-0/ t lJ Z L o.✓ cr rrcr 5 L-46 ` S a,,, Applicant: 43 WO 114 Cr2_ `'c-N Tel.No.: Car- ?3 1.9 rot) Address: I4C v4wlAl(tc 4.4 , Writ o,Ptt)G'i(e Ill Date Filed: lel- ace **If you would like e-mail notification of sign off please provide e-mail address: 0At;' Q 4Sc-(t AL-"5• �n Owner Name: ►1t Z to 01 a All-et." Owner Address: ( `( $ antitg1 ci C Owner Tel.No.: 1l Y . a 0 q yf 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. orREVIEWED BY: / DATE: /o/A// - PLEASE NOTE COMMENTS/CONDITIONS: F-4-L, J / - // Thve t't'� 7b /'t -c 5 2 y_c_ „elf( /Q?c cN F Lc;t(A>wl,rskv • ANC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone ` Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 0 Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110 mpB 0� i Wind Exposure Category 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) 512:12 Mean Roof Height (Fig 2) ft s 33' ✓ Building Width,W (Fig 3) jj ft 5 80' r/' Building Length,L (Fig 3) 3 ft 5 80' ✓ Building Aspect Ratio(UW) . (Fig 4) 65:1 5 3:1 Nominal Height of Tallest Opening2 (Fig 4) 9' S 6'8' X 1.3 FRAMING CONNECTIONS .✓ General compliance with framing connections (Table 2) 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 /�r 0 Concrete _ Concrete Masonry — 22 ANCHORAGE TO FOUNDATION"a 5/8'Anchor Bolts Imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4) Z`I in. Bolt Spacing from end/joint of plate (Fig 5) _in.s 12" _ Bolt Embedment-concrete (Fig 5)` g in.a 7" Bolt Embedment-masonry (Fig 5) in.a 15" NA" Plate Washer (Fig 5) a 3'x 3"x W 3.1 FLOORS ✓ Floor framing member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) Oft 512' Z Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) ` ft 5 d Maximum Cantilevered Floor Joists ✓ Supporting Loadbearing Walls or Shearwall (Fig 8) _Oft 5 d Floor Bracing at Endwalls (Fig 9) Floor Sheathing Type (per 780 CMR Chapter 55) Floor Sheathing Thickness (per 780 CMR Chapter 55) 516 in. Floor Sheathing Fastening (Table 2)...12_d nails at In edge/• 2.in field — 4.1 WALLS Wall Height ✓ Loadbearing walls (Fig 10 and Table 5) 5 ft s 10' _ Non-Loadbearing walls (Fig 10 and Table 5) ft 5 20' �✓ Wall Stud Spacing (Fig 10 and Table 5) �in.5 24"o.c. Wall Story Offsets (Figs 7&8) _Qft sd 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x_k_ Non-Loadbearing walls (Table5) 2x_ _ft_in. Ei.. Gable End Wall Bracing r 1,/' Full Height Endwall Studs (Fig 10) WSP Attic Floor Length (Fig 11) le ft aW/3 TV Gypsum Ceiling Length(if WSP not used) (Fig 11) _ft a 0.9W 1.1/3 and 2 x 4 Continuous Lateral Brace©6 ft.o.c...(Fig 11) lit- or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing In end joist or truss bays pa . 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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 WHEN iGUS€&J,ats O.. Pe TH U WO PEST -AT6on 11 11 11 11 11 u 11 n n iI u ,. u - iH is 6 II iI C \F ii II li 1 P n n'< o u it o I- 1, 1{ O W 1 b II li , Z n n n 1 q R 1 il. n u � g :i 1. g Ir w u � .I g II .. 1l A It, y u • I1 IIW 1 , NAILSPACING I \ I PANEL._ \\+ 'c See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment • AWC Guide to Wood Construction in High Wind Areas: 110 mph ►Hind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' • • • • ']aN • 1 l i `TI 6 tl •FRAMINGAIS7 1 FG MEMBERS LL r !Hi 1 .E -3'r .1 iI n ' • _rawum, . t t'- - f STAGGERED V'' � : 1 NAIL PATTERN S PANEL I( PANEL EDGE h DDNaE NAA EDGE SPACHG DETAL • Detail Vertical and Horizontal Nailing for Panel Attachment PARCEL ID: ��0. \\\\ 22/259 icl' \ 'Sr �O \\ 0��� \\ 9RO• �P e� `\�/�\\ _ / 2^� yh VPS _ , -c- -q, �y _ 9R •g PARCEL ID: V cit 47.9' = oo� �(c9� 22/254 ` \ \ \ \ 88.6' St:, \ \ SEPTIC LOCATION \/ ------ PER —— PER INSPECTION REPORT ti PARCEL ID: l- A9. 22/260.1 �� PARCEL ID: Ro• AREA=25,341± S.F. 0 22/261 2?� o � ft. , p <C/ , P fr ti 'le ad- FtiF\ so• A`O 4. 4 L h 79.9s 3So X00 PARCEL ID: ri:1 0 �a /, • 22/252 QJ 6� On V% . r\f•V— ran . 1r •' V • General Notes: TOWN OF YARMOUTH 1) 2x10 rafters (al 16" o.c. REVIEWED FOR BUILDING AND ZONING CODE COMPLI- 2) 2x8 rafter ties joists (a 16" o.c. (a1/3 up from plate height(2'-8"from plate) ANCE. ERRORSORCMMISSIONSDONOTRELIEVETHE 2) Provide Simpson H2.5A hurricane ties (al eaves APPLICANT FROM THE RESPONSIBIL F'AS BUILT' 3) Provide Simpson LSTA12 ridge straps (a every rafter or 2x6 collar ties COMPLIANCE. 4)Top plate splice is 6' long w/ (2) 16d nails (al 12" o.c. DATE:10'(�. 5) Provide (3)full height king studs at door and window openings and (4)full height king studs at garage door openings BUILDING OFFICIAL 6) Roof sheathing is 1/2"w/ 8d nails (al 6" along edges and 12" in field j -.i 1 I .( 2) 2x10 header ` I --. i IMINI I $ E 0 (al 3'-0" min 2x6 16" shear wall I !! I —� o. Y �w/.15/32" structural 1 plywood ;, ` 1 1 .. (2) 2x4 header - $ q ' o sheathing on exterior side of I 1 I m Y wall w/ 10dnails (o74" on in II 1` J �—* oe o edges and 12" in field (typical n■ /�� ,r: 4 • In a $. this elevation I _I I _ ;. immi 1,0.- .. , ,� � 4 Lal f . 4 Simpson HOU4-SDS I hI • (pc- G�1If �oi RS 1 I ' • _ • I I I : into (2) 2x4 post w/ I I Simpson HDU4-SDS Simpson SB 518x24 I� ' •I I 1 I into (2) 2x4 post w/ anchor . �' ii I }- L i 1 Simpson 58 5/8x24 anchor sm e I . ( 1 � I 11 I iii I I 11 1w A i •, { i t ai "Ii 1 , , i o I i , _ ac c 8" min concrete I. R oF/T V cum. T l o—) 1 1 I °1 v foundation wall L_ 5/8" anchor bolts (al i 'n s 7- a as 24" o.c. w/ 3"x3"x.25" E sl ■■i ■■ ■ E 3• 1 . 1 Ma g plate washer. min , a ( �■!.embedment= 9" into •: I=,Provide 5/8" plywood on ceiling joists for w , N 1 concrete foundation —® �,minimum of 8' perpendicular to gable end 2 — { ( II 1 1 I I I on both ends of building. Nail w/ 8d nails - 4 • (la 6" on edges and 12" in field • FILE COPY A CERTIFIED AS BUILT IS REQUIRED t. BEFORE FINAL INSPECTION General Notes: 1) 2x10 rafters (-1a 16" o.c. • 2) 2x8 rafter ties joists (a 16" o.c. (a 1/3 up from plate height(2'-8"from plate) 3'-0" min 2x4 (a 16" shear wall 2) Provide Simpson H2.5A hurricane ties p eaves w/ 15/32" structural 1 plywood 3) Provide Simpson LSTA12 ridge straps (a every rafter or 2x6 collar ties sheathing on exterior sides of 4) Top plate splice is 6' long w/ (2) 16d nails a 12" o.c. wall w/ IOd nails (a 6" on edges 5) Provide (3) full height king studs at door and window openings and (4)full and 12" in field (typical this height king studs at garage door openings elevation) 6) Roof sheathing is 1/2"w/ 8d nails (a 6" along edges and 12" in field 8 E III I ' — Provide 5/8" plywood on ceiling joists for a 0o v 8 Y I (2) 2x4 header(typ) I I I _,minimum of 8' perpendicular to gable end ` o Y a o i I .I [ i I I an both ends of building. Nail w/ Bd nails _ mc9 2 I I I I I 1 1 --ET-f–Ca 6" on edges and 12" in field S4.' 1 I I ® II Milli i i I \ I j � I I" f I i I I, i ; 1 v } j a I a I I I I I I -�-� ; i --�-- s { II ,z m —I-1_1 ■„, ar 1 ■■ I { C j ; 1 ”-- - g .... !{�. •■ I _I■I■■■1��1 I . E I �u� I ► 1 ,I��1 I _ ■ ■ --1-1 _:_:-t T ' ■/- ' r' i . , , , :A rr I I ' I ! , I ! 'j ' ' j R ' ' t- 1 , , _____vv,__ i I I I 11 3 I i I 5/8" anchor bolts (al �dIrAE I 1 CEv I I 1 I w 48" o.c.w/ 3"x3"x.25" l't-'1 rrs " ' ,. I• washer. min • r_ 18" min concrete z platefoundation wall 3 ;piss a I embedment= 9" into NMI 3 Simpson holdowns per concrete foundation.14 I L% N gable end wall f Ii elevations I I I' I I I i I l I 11 . o General Notes: 1) 2x10 rafters (a7 16" o.c. 2) 2x8 rafter ties joists (al 16" o.c. a 1/3 up from plate height (2'-8" from plate) 3'-0" min 2x4 (a 16" shear wall 2) Provide Simpson H2.5A hurricane ties (aa eaves w/ 15/32" structural 1 plywood 3) Provide Simpson LSTA12 ridge straps (al every rafter or 2x6 collar ties • sheathing on exterior sides of 4)Top plate splice is 6' long w/ (2) 16d nails (0 12" o.c. wall w/ 1Od nails (a 6" on edges 5) Provide (3)full height king studs at door and window openings and (4)full and 12" in field (typical this height king studs at garage door openings elevation) 6) Roof sheathing is 1/2"w/ 8d nails (07 6" along edges and 12" in field `_I I I I ` �� � �_ 11 � l � X11 i ! , I � Tt --hiil � ) 0 8 mg I ..;_i , I l i r I I I - Provide 5/8" plywood on ceiling joists for a 6 w i I ! minimum of 8' perpendicular to gable end U co 2 H • I I , .I i i III __i_ on both ends of building. Nail w/ 8d nails m m l 1 `44 I I I I (a 6" on edges and 12" infield 0310a l 1 I t . + I I 1 . ' 1 i [ 1 • (2) 2x4 header (typ) I4 I ' I I I,i_ � ,. + ; I I I i • I ' i � ii I . ---• s i I j I II f .i z II • I I i f I , , , - - • , _ � ;. � � ® ; ! Iill ii II!Mil�i-----i w- - 8 l writ___LL r I :ult., 11 1 1i IiI , I 414 a Iit il I . 1 , I Tilt i ( 1A 11 .3:, I i ; i I I i I g � i�n7t_ dE 1 4 I >� H\ HH I — €�¢ >} 8" min concrete 14 z foundation wall w a --Simpson holdowns per 5/8" anchor bolts (al I . —I gable end wall 48" o.c. w/ 3"x3"x.25" I I I • c " elevations plate washer. min ' embedment= 9" into concrete foundation Provide 5/8" plywood on rafter ties for minimum of 8' perpendicular to gable end _ r r ' 'on both ends of building. Nail w/ 8d nails (al •^ - t 1_i 5" on edgesandl2" infield i i : tt 1 $ x -j i ; . —I r -. 9 12 .. "1 ^f. ' .T; - + .. �`[3. :P,TCtI , . ' to 0 co so LO v (3) 2x12 header (typ) t- --I -- l • j 1 4x6 middle past t_ ir.._ I _ __� , s Simpson HDU8-SDS /'t 1 t. i ) J —I aa _ r ..,�_ 3-0" min 2x4 E 16" shear wall into (3) 2x4 post w/ - r "7- i w/ 15/32" structural 1 plywood Simpson SB 7/!al i-. sheathing on both sides of wall A—. anchor on both GgRn c t G g R a c6 1 ; 12" in field (typical this elevation) Ethis elevation) 4 Q>nd i i vt 2' ,. a i 43.1 Y alsat g _ S/8" anchor bolts c(1 Ec,EVWTIo� 'Y Q I j ( —_ Z4" o.c.w/ 3"x3"x.25" = w i r- --" plate washer. min Ima c t-43 I embedment= 9" into ' = - concrete foundation 0 5 8" min concrete - foundation wall General Notes: 1) 2x10 rafters (a 16" o.c. 2) 2x8 rafter ties joists (ol 16" o.c. (al 1/3 up from plate height(2'-8" from plate) 2) Provide Simpson H2.SA hurricane ties (a eaves 3) Provide Simpson LSTA12 ridge straps (El every rafter or 2x6 collar ties • 4)Top plate splice is 6' long w/ (2) 16d nails (la 12" o.c. 5) Provide (3)full height king studs at door and window openings and (4)full " height king studs at garage door openings 6) Roof sheathing is 1/2"w/ 8d nails (al 6" along edges and 12" in field