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Home My WebLink About0096 HAWSER BEND .. »„ u •. +.„ � ry _ ;i' _ .. .. ,: .. - .. .. .. � � y _, r .� ,. k { n .. S; �1 - � .. .. i .. ,> _ - ,. a TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION" Map Parcel:I O L rt Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee / '. Date Definitive Plan:Approved by Planning Board i Z-1,'�° ' Historic - OKH Preservation/Hyannis Project Street Address Village CSZ � O 2fa32 . Owner W-AAa.--,- 2±t: €�sk'o, W0.lKR. . Address ` L t+.k•s8cw HA Telephone Permit Request SztS Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay , Project Valuation1l,Soo Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family :'❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft Number of Baths: Full: existing new Half: existing e Number of Bedrooms: existing _new Na c% CD Total Room Count (not including baths): existing new First Floor R&n Courts ' Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other ? y rx� cn r-- Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/ oal stood: ❑rYbs ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION ---- -----(BUILDER OR HOMEOWNER). Name kNcw-, IN(�s Telephone Number 563 -790-- )02 0 Andress �� Sw License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I` } q FOR OFFICIAL USE ONLY L ~ APPLICATION# DATE ISSUED MAP/PARCEL NO. s ADDRESS VILLAGE E - OWNER DATE OF INSPECTION: FOUNDATION } FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL T PLUMBING: ROUGH FINAL GAS: ROUGH FINAL �- FINAL BUILDING DATE CLOSED OUT ASSOCIATJON,PLAN NO. r K 1 The Commonwealth of Massachusetts Department of lit dustr•ialAccidents, Office of Investigations 600 FVashington Street Boston, AIA 02II1, www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lepibly Name (Business/Drganizaton/Individual): tl�tGtM Address:9b E4a.t,1 C s � City/State/Zip: '�tw s�.�� h_1+4 t1b32 Phone.#: s�$ r�/o I01 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. 0 I am a general contractor and I 6. New construction employees(full and/or part-time). * have hired the sub-contractors ❑ 2.❑ I am a'sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, Q Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp.insurance comp, insurance.$ quired.] 5. � We are a corporation and its 10.[] Electrical repairs or additions 3.L`�J I am a homeowner doing all work officers have exercised their 11.[]Plumbing repairs or additions myself. [No workers' comp. right of exemption per 1vIGL 12.[]Roof repairs insurance required-] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] W h win their workers'o0 cnsalion oli information. e section below s o cl' ll out the mP P Any applicant that checks box#1 must also fi !; t Homeowners who subroit this affidavit indicating they are doing all work and then hire outside contractors trust submit a new affidavit indicating such. h2ontractors that check this box must attached an additional sheet showing the name of the sub-contractors and state wbcthm or not those entitics have employees. If the sub contmctors have cmployccs,they must providt their workers'comp.policy number. lam art employer that is providing workers'compertsadDn 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 Section 25A of MGL c. 152 can lead to.the imposition of crimirial penalties of a fine vp 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. Be advised that a copy of this statement may be.forwarded to the Office of Investigations of the 17IA for insurance coverage verification. Ido hereby certify u er the pat s-and pen aNes ofperjury that the information provided above is true and correct. Si afore: - �! _ ` Date: ►I .Z 6\ Phone#: � 0 /0 Q q) 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.BuiIding Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other— Contact Person: Phone#: Information and In'str'u.coons 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 an 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, iIf necessary, supply sub-contractors)name(s), addresses) and phone numbers) 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 a 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 Departmcnt 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 nurqber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Towp 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/hcensc number which will be used as a reference number. In addition, an applicant that must submit multiple permit/licensc 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 bum leaves etc.) said person is NOT required to complete this affidavit, The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a Cali The Department's address,telephone-and fax number: The CommonwWth of MassaGhusf,. Dopart ment of Industrial Accidents Office of layestigatious 600 Washiripton Street Boston, MA 02111 T6. # 617-727-490.0 ext 406 ar 1-M-MASSAFE Fax# 617-721-774 9 Revised 11-22-06 ww�u.mass..govjdia Town of Barnstable of 1NE rq� Regulatory Services ` Y BARN.TrABLE, r Thomas F. Geiler, Director MASS. q, 039. Building Division PlFD �n Tom Perry,Building Commissioner 200 Main Street, Hyannis., NIA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION <, Please Print DATE: 11[20 Ib tS p JOB LOCATION: %b number' 1 street village "HOMEOWNER": W�`\lAt� W��.Y.t� 561?196 162D �jg•�9 1. 4 LI"Z, g name 11`` ,,ee-- home phone it work phone# CURRENT MAILING ADDRESS: � 4\0, � city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,Provided that the owner acts as supervisor, DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to _ structures accessory to such use and/or farm structures. A be, a one or two family dwelling, attached or detached siru to ry is more than one home in a ttivo h person who construe Year Period shall not be considered a homeowner. Suo "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 Perri-it, (Section 109.1.1) The undersigned"homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules.and regulations: The undersigned."homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirem ts. Signature 4iforneowner Approval of Building Official 1 w Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that:. "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fon-✓certification for use in your community. �opYHEr, Town of Barnstable 0 Regulatory Services + EAARMN AIILE, Mass Thomas F. Geiler, Director t 6.19. Building Division Tom perry, Building Commissioner 200:Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: S08-790-6230 Property Owner Must Co, plete and Sign This Section ff Using; A Builder - 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 for: (Address of Job) Signatur of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th*e reverse side. I MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net DATE: November 6,2008 Dean Stanley 359 Cap'n Lijah Rd. Centerville,MA 02632 RE: Proposed Additions to Walker Resd. Centerville,MA Dear Mr. Stanley, At your prior request,I observed as-built conditions on November 4,2008,in particular as related to the end corner walls where the distance to the window opening is less than 16". As discussed we will add a Simpson HD10A to the existing corner anchor bolts fed in through the band joist box and attached to the ganged studs,in order to provide uplift anchorage at the corners. The cut bottom wall plate will be reinforced with Simpson straps,similar to those on the gable wall exposed double plates. Thank you. hele�Cudi�lo,P.E. t /2008-127 or,,,�\Ss�� • o` MICHELE y CUI]ILO No.34774 STRUCTURAL � aEGISTEPfp � .,� � 'Fm C� 5 C3 fr C17 T • 00 rn w .° � . BLOC? "DEFT foP� TOP. PLATE ca' uIN:� HEADER . v n _ J. -CIO WAX.r.PANEL NNL S>1EATHWGr:TO Mj MEiGKT . p HWER: 3'AT o.c ,W,B LI j 2-2a STUDS I NAIL SHEATHWC A TED HEATHINO rl< TO H 5TU0` « LUN �24/0. EXP. 1 GI CAC 3;M~ .I r. NO PISTEHERS 2 2r BLOCXNC AT :I I 1 O`BLOCKWC MANY PLYWOOD.JOINT"' �I 4 •I r g _ Bd-NAILS AT 3:0.c. All.PLATES' HEAQMS k STUDU. IPPROvED,H00KE0 END LI M z W000 CONCRETE :- W " CONNECTORS I x * 3500 Ib fTY 3-2 �('fNIpN� {11� '�' "'4/ , x 'PIkTES r l eV�.LI p 11� 8 WJL'SHEA HINC T.0 EACH'.PLATE SN f t 1V41 �I/T,41Lws �}ssoc. Ut�R TEE. y . r t�l® s vL h SV{OF A. tMICHELE r ~ CUDIL-0 T l No.34774 � STRUCTLRfiLI„ s.vpJAla _ '� MICHELE CUDILQ, P.E. CO!nsulti:ng- Structural .Enc7lneer 123 Cottonwood Lone,,Centerville, ltaawchusetU: 02632 wn. _ Y l q • e": By..IAC Date : �!.'°•�Q�Q$ Gro r a w.l l `~ :V,!AA i Scolc !`AS NOTED. Re'v. p t / } r«` File:Nome: Project, No. �28 a 2008 _ GENERAL NOTES AND MATERIAL:SPECIFICATIONS: FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts.State Building Code;latest edition. 2. For site location and grading information,see Site Plan,by,others . 4a 3. Assumed net allowable:soil bearing capacity,q=3090 psf,fora medium-,sand/gravel composition. Other soils encountered, contact the Engineer of Record: 4. Concrete:' Minimum 28 day strength,fc=-3000 psi,3/4"aggregate,designed per American Concrete Institute:Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min:5/8"diameter, 12'long,w/2-1/2"hook spaced-4'.o/c,or in concrete pie' w/ Simpson ABU series base;SPACED 2'.o/c for slab-on-grade construction(i:e..Garage). FRAMING 1.All workmanship to conform to the requirementsof.the Massachusetts State Building Code,latest edition 2.Strucfural Desien Loads: Dead Loads:Actual`Weightof Building Components Live Loads_:Snow Lo.a&=30-psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40:psf Sleeping Floor.=30-psf, Decks:and Balconies=60 psf Wind'Load`:_: Criteria used for 11.0 MPH Exposure B 3. Structural Steel: (as required) a> ASTM A572 Grade 50,shop paint with rust inhibitive,paint..Thru-Bo Its:. ASTM A307, 1/2"diameter; punched holes:.'' 9/16"diameter.' b Welds: Shop weld cap and base plate's to columns;shop weld bearing plates to beams;use E70xx electrodes' Alternatively,field weld by certified welders: ti c: Deflection Criteria: L/360 total load deflection. . 4.Timber Framtne:" a.All new timber framing:Spruce-Pine-Fir No.2 with.Fb=10000si;E=1;300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb='1300 psi,E=1,600,000 psi,or better. .c.Laminated Veneer Lumber:All L.V;L shalt be 1.9E L.V.L.with Fb=2925 psi,•E=1,900 ksi,Fv=285 psi,Fc er=750 psi, Fc_par=3035.ps Parallam,(PSL):AILPSL shall be min. 1.9E ES with Fb=2900 psi;E=1,900 ksi,Fv=285,psi. —Pr-- psi, Fc_par-2900 psi. Note thai Microllam and Parallam may be used interchangeably. I. Deflection Criteria: .L/480 Live Load,.L/3b0 Total Load 2:;Optional: Provide.shop drawing submittal of engineered'-lumber systems for approval prior to materials purchasing. 5.'Metal Connectors: As manufactured by Simpson.Strong-Tie Co.shall be handled and installed per manufacturer requirements;with all nail holes filled,with the size nail as specified,by mfgr.or,herein. j a Rafter,to Ridge Beam: Simpson LSSU-series;or Simpson Straps over top of plywood,spaced 48"o/c; Rafter to Ridge Plate`. Collar ties min.1'x6@;48"o/c at top or Simpson Straps.over top of plywood spaced 48"o/c b: Rafter:ends to top plate:.''Simpson H2.5A. a c. Band-Joisi:.Simpson straps at 48"o/c 6.Bolts: Bolts M—wood framingshall be standard.machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32" larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,`or square plate washers.All nuts shall,be retightened at completion of job. 7.Blockine; a.Blocking shall be solid blocking,2x minimum, and full depth of.member. b. Stud Walls:;provide blocking At 8'-0 o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge'nailing to this blocking for the first 48"of these building corners. c.'Nailing Schedule; "• Solid Blocking to Bearing' 2-8d toenails'ea.side Blocking Between Studs 240d toenails ea end,,or2-16d end-nails ea.End. d. New Framine:Provide 2x blocking for:2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges attach:' plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix.120.Q,unless noted herein specifically. - 4~ - Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails: MICHELE b. Sub-bore where;nails tend to split wood. CUDILO 9. Headers less than 4'-0",use 2-2x6;-all others per MA State Building Code Table 5502.5(1)and(2). o No.34774 m STRUCTURAL v ►� N C9 Lu J U' W C9 < S° m N m , \Z � . O O J 0 v / I W N � "J n� 10.4' 43�, fopo ^in ADDITION cK (A5-13UILT LOCATION) LOT 2 8 15195.5 5.F. , BUILDING LOCATION PLAN FOR 96 NAW5ER BEND CENTERVILLE, MA PREPARED FOR WI LLIAM * Ef R051 N I WALKER SCALE: DATE: DRAWN BY: EN ;'.� 1 " = 30' 1 0- 1 7-2008 TMW U BA B NUMBER: PEV1510N: 5HEET NUMBER: L 5791 08-001 CPP-2 WELLER * A550CIATE5 IL1 G45 FALMOUTH KID SUITE 4C — P.O. BOX 417 CENTERVILLE, MA 02G32 ~' 2 WINDY WAY, #232 NANTUCKET, MA 02554 w TEL.: (506) 775-0735 -�- FAX: (506) 775-0754 b �Zl �� EMAIL: tri5weller@comca5t.net PROFE551ONAL ENGINEER5 LAND 5URVEYOR5 Traverse PC , l t TOWN OF BARNSTABLE.BUILDING PERMIT_APPLICATION Map. Parcel 'Co -, Application D q 3� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 1 Date Definitive Plan Approved by Planning Board Historic OKH Preservation/Hyannis Project Street Address G1 Village_ C: ��'e�v ��t' Owner ft M VJ fN Address (p \X-ArUS t-g,, K�-P'-"ek �CJI Telephone C>":t>- �OLC) " a q off. �� r®6 \'Z-Y, (12 Permit Request �� 1Z y Square feet: 1 st floor: existing -proposed Nc1Q, 2nd floor:existing proposed Total new kq "2, Zoning District Flood Plain Groundwater Overlay Project Valuation 0©d Construction Type tU opok K:�A,A-,-A - Lot Size�_N-°mil - Grandfathered: LXYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . Two Family ❑ Multi-Family(# units) Age of Existing Structure '�� Historic House: ❑Yes ANo On Old King's Highway: ❑Yes gNo Basement Type: ❑ Full Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft); Number of Baths: ull: a isting new O Half: existing nor Number of Bedrooms: existing Q new Total Room Count (not including baths): existing new First Floor Ro Counter Heat Type and Fuel: AGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing New _ Existing wood/co I stove 0 Y { No' Detached garage: ❑existing ❑ new size Pool: ❑existing ❑ new size _ Barn: ❑ exis ing ❑new rn size Attached garage: MIPAsting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes *No If yes, site pla review# 1 ^' Current Use -�- - -- - .� Proposed Use (Q o - / ti` /h APPLICANT INFORMATION (BUILDER OR HOMEOWNER) .Name �eAw, Telephone Number Address _35 �� License # �° �r 3 612 a Home Improvement Contractor# V e- Worker's Compensation # 1) -60� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO DATE SIGNATURE O ti 0 FOR OFFICIAL USE ONLY ''APPLICATION# DATE ISSUED MAP/PARCEL NO. I ADDRESS VILLAGE ; i OWNER DATE OF INSPECTION: FOUNDATION FRAME '506 -nklPJt- 1,Vla v I a INSULATION FIREPLACE _ ELECTRICAL: ROUGH 'FINAL r PLUMBING: ROUGH FINAL x GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT ' r t ASSOCIATION PLAN-NO. ! i The Commonwealth of Massachusetts ,Department of Industrid Acddenty Office of Investigations 600 WashinWon Street Boston, MA 02111 www.mass.gov/dia Workers' Co:m:peusati.on Xusurance Affidavit: Builders/Contractors(ElectricianslPlumbers A-pplicant Information Please Print Le 'b NaInc (Business/Orgatizationitndividuat): Address: 0&& I M Phone, 5P 1' Lk -�`'E a City/Sta_te/Zip: �2�t,�e.�t d" Are you an employer? Check the appropriate box. r7. e of project(required). 1. Z am a employer with 4. ❑ l am a general contractor and 1 ❑New constrttciion employees(full and/or part-time).* have hired the slab-contractors 2.❑ I am a'sole proprietor or partacr- listed on the attached shed ❑R-Umodding ship and have no employees These snb-contzactors have g. Demolition s' , wozking for me in employees and have worker any capacity. 9. ❑Building addition [No Workers' �.-Mi n r-C GOB-instnance.t 5. [] We arc a corporation and its 10.❑Electrical repairs or additions required j officers have exercised tbcir 3.❑ I am a homeownrz doing all work 11.❑Plumbing repairs or additions c o ke s co right of exemption per MGL 12. Roof r airs mys Lf. [N won r cap ❑ incnranee requii dj t P. 152, §1(4), and we haYc no 13.0 Other employees. [No workers' comp.insurance requires *Any applicant that chmla box#1 must alto fM out the scclion blow sbowing their wvrkcrs'compensation policy infrnTra.tioo t Homeowners who subroit this aSdavit indicating tbey arc doing all work and tbcn hire outside contractors must submit a new affidavit indicating stieh. tC.cmtractors tbat cbccic this box must attached an additional rbmt showing the name of the sub-cantractrurs and state wbether or not thosd mfitirs bxve crnpto th must rovidb their workers'comp.policy number. to If the sub�ontractnrs have cmp yam, ry P I turn an employer that is providing workers'compensation insurance for my employees. Below is the policy and jab site information_ Innn-ance Company Name: Policy#or Sclf-ins. Lic. #: "' �� \L�'Z�`� 6P Expiration Date: —0,1 Job Site ��e City/State/Zip: 1 /�ddr-ess: C� �- L y/State/Zip: �AQJd� Attach a copy of the workers' compensation policy declaration page(showing the pokey number and expiration date). Failure to secure covrmgc as required under Section 25A of MGL c. 152 can lead to the imposition of crn-nirial penalties of a fioz tip 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. Be advised that a copy of this statement may be forwarded to the Office of Invcsti ations of the DTA for innu-ancc coverage verification. Ida hereby errs under rh a' s• d pen of perjury that the information provided above is true and carre 4 Si atria: Date: 01 Phone# �� a ��a Official use only. Do not write in this area, tb be co Wad by city or town offiriaL City or Town: Permit/License# Issuing Authority (circle one): I. Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: 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 hiie, r express or implied, oral or written." An erarplvyer is defined as"m ipolvldual,partacrship, association, corporation or otbcr legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal represcntativcs of a dcccascd employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than thrcc 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 bolding appurtenant thereto shall not because of such employment be dcemed to be an employer." tyjGL chapter 152, §25C(6) also states that"every stag 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 notproI ed.acceptable evidence of compliance with the insurance coverage required." kdditonally,MGL obapter 152, §25C(7) states `Neither the commonwealth nor any of its political subdivisions shall snter mto any contract for the performance of public work until acceptable cvidcace of complizncL R ith the in-srnamc cquir,mtnfs of this chapter have bean presented to the contracting authority. applicants 'lease.fill out the workers' compensation affidavit completely,by checking the boxes that apply to.your situation and, i.f ecessary,supply rab-confractor(s)name(s), address(cs) and phone numbers) along with their certificates)of ,�r„ance. Limitrd Liability Companies(LLC) or Limited Liability Partnerships (LLP)with no-cmployccs other than the j irmbers or partncia, arc not required to carry workers' compensation insurance. If an I.LC or L,LP does have [oplayecs, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial _ccid_-nts for confirmation of.insuramc covcragc. Also be sure to sign and date the affidavit The affidavit should e returned to the city or town that the application for the pcmzit or license is being rcqucstul, not the Department of rdustrial Accident. Should you have any questions regarding the law or if you are required to obtain a workers' )mpensation policy,please call the Department at the number listed below. Self-insurod companies should.enter their ;If ircrrranre license nunobcr on the appropriate line. ity or TowTt Officials :case be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom 'the affidavit for you to fill out in the event the Office of Investigations has to coatact.you regarding the applicant .ease be sure to fill in the permitllicense number which will be used as a reference number. In addition, an applicant at j-r ustsubmit multiplo permit/liccnse applications in any given year, need only submit onp aff davit indicating euuent ,licy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or wn)."A copy of the a$davit that has been officially stamped or marked by the city or town may be provided to the plif ant as proof that a valid affidavit is on file for.fire,permits or licenses: A new affidavit,must be filled out each at.;Vhrrr, a home owner or citizen is Obtaininga license or permit not related fo any business or conrncrcial venture a dog license or, pcmnit to brim leaves etc.) said persou is NOT required to complcta this affidavit e Office of Investigations would hke to thank you in\advanec for your cooperation and should you have any questions, :ase do not hesitate to give us a call. Department's address, tcicphone•and fax number. Tha CommonwQalth of Massachusetts Dq)az vmt Gf Iadu.-,trial Accidcrnts Offce of Luvestigatio'ns 6.00 Washington Street BostGn, MA 02111 Tel. # 617-727-490-0 ext 4.06 or 1-M-MASSAFB Fax# 617-727-7749, f 1:1-22-06 www.mass.gov/dia ENER0,Y CONSERVATION APPLICATION FORM.FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RESIDENTIAL'CONSTRUCTION (780 CMR 61.00) Applicant Name; \ , v Site Address: r C�(e klaenp prim Town: �� Applicant Phone; Applicant Signature: l Date of Application: `9'— NEW CONSTRUCTION: (choose ONE of e following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDING5 MAXIMUM MINIMUM Ceiling or Slab 0 tion l: Basement - —_ Fenestration exposed Wall Floor Perimeter U-factor floors, R-Value R-Value Wall R-Value �F ] SPF SEER' R-Value R-Value and Depth National Applimiee Energy 35 R-3 8 R-19 R-19 R-10 R-10, Conscrvntion Act(NAECA)of f( 1987 ns amended,minimums or rcatcr as a licablc Note; This form is not required if you choose either of the-two versions ofREScheck.as.listed below. Option 2: MRES_ch_eckVersion 4.1.2 or later variant software analysis must-be completed ( 0 CMR.6107.3.2 REScheck Web which can be accessed at http,//www.cncrgycodcs-gov/reschecld DpzPYO V,S.OX2.4TERA:TIONS::TO!:EXISTIMIRUI:L DIN GS:'O�:R-5 .A.RS OLD.* 3uildings under 5 years old must use option#1 or#2 in New Construction section above,- omplete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a) _SF . 100 x \(��, _ __�� % of"glazing . (b) Glazing area equals. SF b Q lazing is'<;40D% use.the chart belo.w. ' If,glaziri is >:40° proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAI-, BUMDINGS MAXIMUM MINIMUM Ceiling and Floor Basement Wall Slab Perimeter _F enestration gxposed floors R-Value U-factor_ R -Walle R-value R-Value and De th' 39 R-37 a R-13 R-19 R-10 � R-10, 4 feet R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the'full R-value over the entire ceiling area(i.e. not corn ressed over exterior)balls, and includingara access openings). SUNROOM—An addition or alteration to an existing buiIdink/dwelling unit where-the total glazing area of said addition exceeds 40% of the combined gross wall anti ceiling area of the Ise\ addition, Note:. Owner to fill out Consumerinfertnaeion Form (found in Appendix 120,P Cu 4fl LtS-eie l6 H)o u.) top J APPLICANT TO COMPLETE& SUBMIT WITH PERMIT APPLICATION ` AI11('C;uitle to Wood Coristriictimi bi Fliti11 Witi l Areas: 110 iiiph' kbid Zotie Massachusetts Checlaist for Compliance (780 CMR5301.z 1 0' -- Q Check Compliance 1.1 SCOPE F Comp, Wind Speed (3-sec. gust)...............................................:............... .......... .......:.:......'.........:.........:. 110 mph Wind Exposure Category............................ . 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) _stories 5 2 stories RoofPitch ........... .................... ....................................(Fig 2)............................. ........... 9 5 12:12 / MeanRoof Height ..........:................................................(Fig 2)............................................1..,`.S ft 5 33' !/ BuildingWidth,W ...........................................................(Fig 3)........................ ......... I?- ft 5 80' 'V BuildingLength, L ...........................................................(Fig 3)...............................................1—�( ft 580' �l Building Aspect Ratio(LAN) .......................................:....(Fig 4)..._...........................................1 5 3:1 Nominal Height of Tallest Opening2 .........................'.:....:.(Fig 4)........---..........•. ...:..............C� 5 6'8• 1.3 FRAMING CONNECTIONS General compliance with framing connections..................(Table 2).......................... .. 2.1 .FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404:1 Concrete....................................... :..:...................... ` ConcreteMasonry ................................................................ ........................ 1JA 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)............................................. AZ in. V Bolt Spacing from end/joint.of plate ..........................(Fig 5)................................... (�,_in.56"—12", V Bolt Embedment—concrete......................................(Fig 5)................. . ...Z in. z 7" VBolt Embedment—masonry..............:.......................(Fig 5)........ :...................... in. z 15" �t1 V PlateWasher............................................................(Fig 5)................. ................Z 3"x 3"x%" a/ 3.1 FLOORS Floor framing member spans checked.......:.....................(per 780 CMR Chapter 55)............. V ............... Maximum Floor Opening Dimension.................................(Fig 6)............................ ft 5 12' 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 N>D .Maximum Cantilevered Floor Joists " Supporting Loadbear9 Shearwall...............(Fig 8)..---............................................. It d Floor Bracing at Endwalls.................................................Wall..or 5 pi(Fig 9)............. ....................................... Floor Sheathing Type ...........................:..........................(per 780 CMR Chapter 55)................................... %/i Floor Sheathing Thickness ..............................................(per 780 CMR Chapter 55)..................... ,i in. V Floor Sheathing Fastening.......:............::......:.:.................(Table 2).._d nails at in-edge/_in field _V 4.1 WALLS Wall Heightt Loadbearing.walls:....::....:.......:.:...:..................:........{Fig 10 and Table 5j................:...:...:. ft 510, Non-Loaad9beadijlj fls............:...................:.............(Fig 10 and Table 5).................. ..74-.�It'S 20, V Will Stud Spacing ............ ..:......................................(Fig 10 and Table 5)....:............1 in.5 24"o.c. VWall Story/lC3at€sg-s ......................................................(Figs 7&8).............................. ......... ft 5 d 1 4.2 EXTERIOR WALLS3 " Wood Stud Loadbearin walls.. ft in. Non-Loadbearing walls ........................... .:............(Table 5).............................2x -=ft 'in. Gable End Wall BracingJ Full Height Endwall Studs................. ........................(Fig 10).............. N WSP Attic Floor Length................:............................(Fig 11)............... .............._.......... ft zW13 �. Gypsum Ceiling Length(if WSP not used)..................(Fig 11)................................_.........—ft 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 mi ..... 2 x 4 blocking 4 fL'spacing in end joist or truss bays Double Top Plate Splice Length .......(Fig 13 and Table 6)......................... Splice Connection(no.of 16d common nails)............(Table 6)............................................................ F f AWC Guirle to Wood Corrstrrrclioir i,r tfiglr fVirrr/Arefrs: I10 trrplr fVinrl Zorre Massachusetts Cheddist,for Compliance (780CMR5301.z.1.1)' i Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7) ? a a lna{).<51, t? ....... V ................ Non-Loadbearing Wall Connections I o Lateral(no.of 16d common nails)..............................:(Table 8)......................................................... X/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................G- ft 6 in.5 1 V- Sill Plate Spans ........................................................(Table 9)..................7...... ft <:, in.<_ 11' Full Height Studs (no.of studs)....................................(Table 9)............................................... ..... 7 ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... ......................................................(Table 9)............................... .. ft 0 in.<_ 12' Sill Plate Spans...........................................................(Table 9).........................:........r ft e) in.512" V Full Height Studs(no.of studs)...................................(Table 9)--.................................................... .f Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height.of Tallest Opening2 ........................................... ..................................�,$`6'8" Sheathing Type (note 4) 'Edge Nail Spacing.......:................................:(Table 10 or note 4 if less)....................... in. Field.Nai4 Spacing.:............:................:.........(Table 10).......... .......................................__in. ✓. Shear Connection(no.of 16d common nails)(Table 10)............:....................................... ....._ Percent Full-Height Sheathing:.............:.......(fable 10)..................................:.................._% V w 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)............... Lim Maximum Building Dimension,L s> Nominal Height of Tallest OpeningZ.............:...........:...........................:........... 0r0 s 6'8" SheathingType e��N �l�l (�. )/ yP .. (note 4).............................................. Edge Nail Spacing .......................(Table 11 or note 4 if less) ...... . in. V .... ................. Field Nail Spacing.........................................(Table 11)................................................. in. 1/ nails)(Table 11) V Shear Connection(no.`of 16d common e Percent Full-Height Sheathing......................(Table 11).:.....:.... :............r-x3 % . y 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... A"- Wall Cladding Rated for Wind Speed?.... .........:.......... .:.:..... :.......... 5.1 ROOFS . . Roof framing member spans checked?.... .(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....................................................(Figure 19)............._ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls " Proprietary Connectors Uplift..... ........................................(Table 12)........................ ................U=2,:S(o Of V Lateral.............................................(Table 12).........,.....................................L=11C, plf V Shear..............................................(Table 12).............................................S=77 Of V Ridge Strap Connections,if collar ties not used per page 21...(Table 13)...............................T=16Z plf AJ Gable-Rake Outlooker.........................................(Figure 20)............._ft s smaller of 2'or U2 AM Truss or Rafter Connections at Non-Loadbearing Walls . Proprietary Connectors Upuft ....._: .:....................................(Table..14).................................::.. .......U= r.lb. a Lateral(no.of 16d common nails)..{Table.14)........................................L lb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59)............. Roof Sheathing Thickness. ................. :..... ........................... ..... 'l in.>7/16"WSP V Roof Sheathing Fastening.,........... ............................(Table 2).............:........... . Notes: v 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 W FCM 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: Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end Rim Board to Rafter(End-nailed) 2-16d 3-16d each end ; { Plates of Intetsecfk n� (Eaoo nailed) 4`16d 5 i F 1 x atjoint l¢ >IQ St�uc (f=ece`natl�e 2:#6d 2 1fd44i o c df� lira fit' fao'e-txai a ,.. Joist to Sill, Top Plate or Girder(Toe-nailed) (Fig. 14) 4-8d 4-10d per joist Blocking to Joist(Toe-nailed) .2- 8d 2-10d each end Blocking to Sill or Top Plate (Toe-nailed) , 3-16d 4-16d each block Ledger Strip to Beam or Girder(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d per joist Band Joist to Joist(End-nailed).(Fig: 14) - 3-16d 4=16d per joist Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) 2-16d 3-16d per foot Wood Structural Panels r4fters or trusses spaced up to 16" o.c. 8d 10d 6" edge/6" field rafters or trusses spaced over 16" o.c. 8d 10d 4" edge f 4 field gable endwall rake or rake truss w/o gable overhang 8d 10d 6"edge/6," field gable-endwall rake or'rake truss w/structural 8d 10d 6" edge 16.".. 6" field outlookers gable endwall rake or rake truss..w/ lookout blocks_ 8d 10d 4" edge/4°field p5 Wood Structural Panels studs spaced up to 24"o.c: 8d , 1.0d: 6"edge i%.12",field 1/2" and.25/32"`Fiberboard Panels 801 — X edge/:6"field:. Gypsum Wallboard 5d.coolers 7�� edge/ 10" field 1luood Structural'Panels 1°or less gd 6" ed / 12"' feel 10tl greater.than 1" 1 Odfield. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. ails:Unless otherwise stated,sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent ameter and equal or greater.length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST& PAPER ASSOCIATION �oF-►HETa, Town of Barnstable o _ Regulatory Services = sAaxsrtar.E, v4 $ Thomas F. Geiler, Director ArFa►.+a�a - Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnsta ble_ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section Zf Using _A,. .Bunder as Owner of the`subject property hereby authorize ��A l�� } to act on toy behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) 4� Signature of Owner Date Print Name If Properly Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable oF Trtt=r yo Regulatory 5er,vices Thomas F. Geiler,Director RAaxsrAst.>:. MAss. 1619- ,�� Building Division �TfD �a Tom Perry,Building Commissioner 200 Main Street, Hyannis, NfA 02601 m-ww.town.b arnsta b l e_m a.us face: Fax: 508-790-6230 508-862-4038 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HDMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as superYisor. 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 dwelling, attached or detached structures accessory 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 homtowner. 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 109.1.1) The undersigned"homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The.undersigned "homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that be/she will comply with"said procedures and requirements. ;ignaturc of Homeowner ,ppToval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the tate Building Code Section 127.0 Construction Control. ' HOMEOWNER'S EXEMPTION The Code states that "Any homeownrr performing work for which a building permit is Trquiied shall be exempt from the provisions 'this section (Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner cngagcs a person(s)for hire to do such Drk,that such Homeowner shall act as supervisor:" Many homeowners who use this exemption are unaware that they arc assuming the responsibilities of a supervisor(see Appendix Q, mlcs&Regulations for Licensing Construction Supervisors,Section 2AS) This lack of awareness oftcmresults in serious problems,particularly icn the homeowner hire unlicensed persons. In this ease,our Board cannot proceed against the unlic used person as it would with a licensed pervisar. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware ofhis/hcr rrsponsibilitics,many communities require,as part of the permit application, t the homeowner certify that he/she tmdcsstands the responsibilitia of a Supervisor. On the last page of this issue is a form currently used by ,oral towns. You may care t amamd*and adopt such a fornrAm-tification for use in your community. I Board o' I3u,I;Iin l:evulutious and Standards Lip ense or i eg►str.►hon yalidfor indivdul use only . HOMES IMPROVEMENT CONTRACTOR hefore the expiration if found.return to: F:eg strationi 132149 :.Board of B ildiug Regulations ni'd-Standards • j Lx iratiori o s]�I►rt0on Place R►n 130 t p 11/28/2008 Tr# 125453 One Bost 2108 .- TYpe individual r. t. DEAN F. STANLEY• rf j. DEAN STANLEY ' \ k 359 CAPT. LIJAH RD' ��r2ae �G7 a .` • fin --- . . CENTERVILLE; MA 02632 Adnnni..tr t,r Not valid withcut.sigultur -- �'.,,�,� � ✓/ze �o�rrvrrianusealCf a� czc�ucaelZa j� . y; Board of Building Regulations and Standards F' 'At �`:i Construction:Supervisor License y� Licenser CS 35037_ i w + E patron 1J1912010 Tr# 12342 II) es_tric � M ion- 907 PA DEAN F STANLEY"" �F 359 CAPTAIN LIJAHa2D 9 CENTERVILLE,.MA 02632 s. Commissioner E i N, \' �. u `� J C9 LU lD m cmm. 0 Z D- ° N uJ 10.4' -Z�; i PROP05ED - r 5UNROOM r LOT 28 r , 15 195.5 5.F. a; ; �03 02 i bU I LDI NG LOCATION PLAN FOR 9G HAW5ER BEND CENTERVILLE, MA PREPARED FOR ,.. WI LLIAM EFROSI N I WALKER J� f S EVEN SCALE: DATE: DRAWN BY: RUMP, I " = 30' 02-08-2005 TMW i i 5 F9 y JOB NUMBER: REVI510N: 5HEET NUMBER: 08-001 CFP- T • WELLER ASSOCIATES 1645 FALMOLITYI RD., SUITE 4C -- P.O. DOX 417 CENTERVILLE, MA 02632 2 WINDY WAY, #232 NANTUCKET, MA 02554 TEL.: (508) 775-0735 — FAX: (508) 775-0754. EMAIL: tri5wcller@comca5t.net EIG Fax Server 9/2/2008 12 : 41 : 56 PM PAGE 2/003 Fax Server ACORN CERTIFICATE OF LIABILITY INSURANCE 09/02/2008 PRODUCER 508-398-6033 FAX 508-760-1667 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 519 Station Ave HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. So Yarmouth MA 02664 Cynthia Jenks INSURERS AFFORDING COVERAGE NAIL# INSURED Dean Stanley INSURERA: St Paul Travelers 39357 359 Capt Lijahs Road INSURERB: Centerville, MA 02632 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDIN ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR NSR DATE MMIDDIYY DATE MMlDDIYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAM AGE To RENTED $ occurencel CLAIMSMADE ❑OCCUR - - MED EY,P(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP AGG $ .POLICY PRO- ECT LOC J AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT. ANY AUTO (Ea accident) $ ALL OWNED AUTOS - BODILY INJURY $ ' SCHEDULED AUTOS (Per person) HIRED AUTOS " - - BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ 11 OTHER THAN _ AUTO ONLY: AGG $ 'EXCESSIUMBRELLALIABILITY - EACH OCCURRENCE $ OCCUR FICLAIMSMADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION .$ - $ " WORKERS COMPENSATION AND 7PJUB7699814 08/31/2008 08/31/2009 1 WC ORSLAM- OT EMPLOYERIETOR/ILITY - ORIGINAL TO FOLLOW FROM E.L.EACH ACCIDENT $ 100,000 ER A ANY PROPRIETOR/PARTNER/EXECUTIVE � _ � OFFICER/MEMBER EXCLUDED? CARRIER E.L.DISEASE-EA EMPLOYEE $ - 100,00 If yes,describe under SPECIAL PROVISIONS below - E.L.DISEASE-POLICY LIMIT $ 500,00 OTHER Dean Stanley excluded or Workers Comp DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS vidence of Insurance e: 96 Hawser Bend CERTIFICATE HOLDER CANCELLATION. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL _1O _DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Building Dept OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Attil Jerr AUTHORIZED REPRESENTATIVE Cynthia J Jenks ACORD 25(2001/08) FAX: (508)790-6230 ©ACORD CORPORATION 1988 r I S q pG 1 NI 4 � t � � a3�f •' C-SV-T t'=1 ED P Lc�T' P't._..A." _ LOGAT1oI-4 CE�t6R.�tt1.E SGAL 4A"t'!� � G�iZTL4=Y TN AT T!-�a✓ C"bU►JDATIOi.� 'S4.toticJ►J PL_A►.1 R�>`"�2E�.1GE 'I t}-1EQ E at3 GQMP►-CIS WIT" Tt-;E S 1 vrE.t_!WE t AIJD 'SETt3AC-4 �C-QU'9ZGAA&WTS OF TNe ''// �,o i , 'jO W W orr l$ A Q►3STA'P.,La K.. D 1'C`r V I t~i-�►G C- PATc t / Ile �G �, r tZe-6(Sra;ZGt> L.A wo 5ueVa. (Otz T"IS VLAW IS WOT BASED Oro AN OSTEZV1L_lr- c) 14CaSS. IW,qMclMEtJT APPL_tGA.► -r / t,k;r iBC usao TV uarazMiwt: IDT l_INi:� I�� t�tAC•,"�t��! �-o Afsessor; map and lot number DlL< ��— — 7T :.;.. ::. �,�'i sT ICE ... SEPTIC � C � SYSTEM MU W 7� �` INSTALLED IN COMPLIANCE . e Sewage ;PermiT number ................ ...`2� -....................... F �,ViT1 ARTICLE 10 STATE "0. Pc - � Y CODE AND TOWN ,NIITAI� c: S� ih y FfNETo�♦ Inr. _ TOWN OF BARNSTAB'�E r' i BA",9Toffi& � 9'' tl6 9 801DING • INSPECTOR JAPPLICATION; FOR'`PERMIT`TO .... ...�..... ...................... ............................:. i~ • ... tQ TYPE OF CONSTRUCTION ........ ....1.7. ......r. rr...:.......................................................... .: ................. a ..................19.ze� -TO THE INSPECTOR OF BUILDINGS: The _undersigned h reby applies for a permit according to the following information: Location . ......... ......... ..............: . ......... .......... ... ... ....... . . .......................... .............:................. ProposedUse ....... .. .. . . ... A. .................................................................................................................................. Zoning District ...... /...�: �..................................................Fire District ...... ................. �...........v. ................�........... C, ! ' Nameof Owner .. .. ...... .. ............Address ............ ... .................................................................. Nameof Builder ....................................................................Address ................:................................................................... Nameof Architect ......................................... ...Address....................... .................................................................................... Number of dry Rooms ..................................................................Foundation ....... ................c........................................... Exterior .........G(/.a.... t... :................................................Roofing .........6-1�- .............................................. Floors ......... ................................................Interior Heating ........ A6 .....L�/.........................Plumbing ............ ................................................................. Fireplace .........:}�. ........................................................Approximate Cost ....a .i ............... .............. Definitive Plan Approved by Planning Board -------------------------- c� !'� I - 19 -- --• Area ............... . ... . ..... ...... . Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby.agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name... ../......... .. .................. c% Cape*ide Development r4c) .19886.... Permit for ....... ..... dwe li ......... ......... .................... Location Hawser Bender..... ................ . ............ ................... ................ .................... Owner ........ Type of Conitruction ..........frame..................... ........................................................... ..... ............. • 'Plot ............................ Lot .......�28 ...................... Permit Granted ..... *.!......:719 78 Date of inspection ...........19 Date Completed ....dkr..............19 PERMIT REFUSED ................. .19 ......................................... .. .............. ................................................................ ............................................................................... ............................................................................... ............................................................................... Approved ................................................. 19 ............................................................................... .................... .......................................................... � - . ~_Aouaiso/o mop and lot number . =. � � ^4 - ..... . / .. ~0 ' 5oyvoga Permit number -----.��---------.. | THEr��-��777�T �l�� l0� � �� l�T�J v��,� ��o l� �� ` � �� |� � � �� . BUILDING � 000 � �� N �� INSPECTOR �� ` '- � � ��0N�� 0-0� N �� 0� � NN �� .-Z - APPLICATION FOR PERMIT TO — —.��— �/� —________________. TYPE OF � �\ _____.`^_��:�___�� ........ . , -----.. . ......................l�� ' --7 --' TO THE INSPECTOR OF BUILDINGS: ' The undersigned hereby applies for o permit according to the following information ^ Location .—'...'�7.. ^.. ---.____../, ........................................................... Proposed Use --.1�...!^��!�. ---------..------------------------.--------. ///' ^ Zoning District --��!.�L=:,---.�------------..Fire District .. —..��x� . 10 � Name of Owner � ��x�� Address - � .� '^z�.z�:�v: --- ---.�^ �z��---..---.-------. ° /r � /� Noma of 8oU6er ..—.'.—..—.------'—.---.-----.A66ross ------------.---.------------ Nomeof Architect .................................�..�---�'--.--'Address�..................................................................................... Number of Rooms ----'4!!5----------------Foun6o�ion --/'c�.�.. ------________ Ex|erior --- ......—��..:---------------'Roofing --' .......................................... Floors --- /��—' ...—/^� -------------'--|n«ericv ........ ............................................ Heating ....................... '/��—..///..�---------.Plumbing .---.�� .---_________________. '. Fireplace ---� /�-------------------..Approximote Cox —. ........................................................ . � Definitive Plan by Planning Board Q----. A,eo /'��—',—..-- ~.—... o^ Diagram of Lot and Building with Dimensions F .. ................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH ` / // � ' . . ' " ^ ^ " ^ . ' , .. ' ~ / . . ' | hereby agree to oon6znn io_oU the Rules and Regulations of the Town of Barnstable regarding the above construction. / ` Nome �^ -..��.....--...�--....:_��'..�. ~~-- Capewide Development A=193-64 r { i 19886 1 1/2 story No ................. Permit for .................................... ' single family dwelling .........................................:..................................... 96 Hawser Bend Location ............................:.................... ............. Centerville ........................................................... Owner Capewide Development ......................................... Type of Construction fame Plot ............ ........... Lot ................................ January 11 78 Permit Grante ............................19 Date of Inspection .........:... ......................19 Date Completed .............. .......................19 PE IT REFUSED ....... 19 ............. .................. .................f. .... .........................................I..................................... Approved ................................................ 19 ............................................................................... ............................................................................... CAS " 1 � �d C CA, APPROVED TOWN OF BARNSTABLE ❑ GAS ❑ WIRING ❑ PLUMBING El BUILDING v a TOWN OF BARNSTABLE Building Department - Foundation Permit Date )oh)v3 Permit # �coSoLI-7�o Name 3TA N L-F—Y Location 9� HAws,Elc S E13b f2D �r Insp. of Bldgs. � NN d. W J Q W C9 S� m N m O CD — , i i O (V i i 2 to up w 0 (n� _ J n� 1 0.4' 4 ' ADDITION _ UNDER CON5TRUCTION LOT 28 15 19 5.5 5.F. !. /03.02, BUILDING LOCATION PLAN FOR 9G HAW5ER BEND CENTERVILLE, MA PREPARED FOR . WI LLIAM * Ef R051 N 1 WALKER . SCALE:. DATE: DRAWN BY: N w III = 30' 10- 1 7-2008. TMW 2 B v N 3579 JOB NUMBER: REVISION: 5hEET NUMBER: �� 08-001 CPP-2 WELLER A550CIATE5 1- .I G45 FALMOUTH RD., SUITE 4C P.O. BOX 417 CENTERVILLE, MA.02G32 2 WINDY WAY, #232 NANTUCKET, MA 02554 k b�%1 G O TEL.: (508) 775-0735 -- FAX: (50(5) 775-0754 EMAIL: tri5,weller@comca5t.net PROFE55IONAL ENGINEER5 LAND 5URVEYOR5 Traverse PC �. NN uj J Q W 9 l9 Q Sp, m . N m O — / m Q �i z 2 rl) / / J / 03 W � QAj 1 0.4' T 43,2, nary in ADDITION o ^ UNDER CONSTRUCTION LOT 28 15 195.5 5.F. 103 0.2 i BUILDING. LOCATION PLAN FOR .96 HAWSER BEND CENTERVILLE, MA PREPARED.FOR WI LLIAM EFRO51 N I WALKER SCALE: DATE: DRAWN BY: sT E W. ` 1 " 30' 10- 1 7-2008 TMW M m c 85 JOB NUMBER: PEV1510N: 5HEET NUMBER: . 08-001 CPP-2 WELLER * A550CI.ATE5 b� 1645 FALMOUTh RD., SUITE 4C --- P.O. BOX 417 CENTERVILLE, MA 02632 2 WINDY WAY, #232 NANTUCKET, MA 02554 TEL.: (508) 775-0735 — FAX: (508) 775-0754 EMAIL: tri5weller@Comca5t.net PROFE5510NAL ENGINEERS LAND SURVEYORS Traverse PC F- _ Table9 Wall Openings-Ileaders In Non-Loadbearing Walls(coullnued) l-r-- IJ - - - - - _ f �5V�• err �1{u'1t' �/r'`i A',fldl)/�.E. •, v•,,, Inl.•: ..__.....: -.1:>�r`.•II - 'n br'aiJ:'ritl f•(Ll.f,f,r _ _ ntn, ...._ + el, I.7 s�I�1' AilUs+1'1 f<1 •d'»(d�Bal)'1 ,9+°•' , I I rI' "dj 1�" _ --+.....[<.)_>-tiIwI-CF,v Ar.as.-chI.l•.l.:ci tl,,. ,. _ - _ _ .. ..._._..._,`-_'.—.'.-...�-._`_.l i _- :. - .. -�'----.._ - �.I._,. '._ I_ .�1rII.FI..�...1I".. '...,_•-...�_. _- I Ir�'r.�m)i,a C4!,tny',tU3��:.1;i Izr,r,s 1t,�.R-�f d J!.1 d+''f�ya�f)4i��ii;.:;,ii)1 22r2k1xcd66(((r1ll1iasilti}):...d.'j0�:]]7€�ho'A.A".'r(Ys�1If,j:�G�l r,Gn-_}N1 i��. I'�Roa�4v 2x4flis 4 i � 1)lid t-e1a0 1)>r t'o ffrt'f %vrll.i C-. .2'JqGS9GU4 I` Y111 " ia------ - ur,.rr.lcr.c : J : I r, d y•n.. I. r� � rc f tf Zfd r 1 r+-au...;:Stn-1, - _ J < I � ) .. I � tl I i{a4.iJ7 •�r2 r2xG1 iy t/ l t 4}_�),.r".iJ d60 t': rmY - , t �._._ .dL 1 ! •i (list t,n� f t 5 T 5 I U�rl-11�fDL1/Il_�l iE..l:b+) -I - � � ---- '- i - e+ '-' �, I r,r.�'��`iE 's ri,tldd -l.a.e�Js t 25 , _�•�I ` _ � 1� �! e zGlndt)i _ }r( r.; .ate'.:;-• i�3sU , � ':. �a2 -' /el"•^r"•Ftn(tS r : _ - I r ' :1 F o lvadlnit b acing..It.end wh,dow OFCPl t a.2 Pxd(list)can be subsllluted l,i-zxG ,nn0 I)cy II (\7>":1.' r•'�.' I G I - 74��1. d,� - :tA.3 EJCTEA�IIOIFi H1fA!_I_SI1E./17•I111NU - - - � _ � A £xlerior Wnll Sheathing.Exlenoh,calls shell beshealhed wWl a mininunu of 7/1 fi'wood etr t 1 •, -__.-_ ling and a(mched per'fal le 2(p ge 7)n,hen.lads are -------------- - :.. _. .. ��_ apse. 6'llo Igor le .When studs meb.p�dFettle'tllllau lG"oc.,IS/,72"or grca(et wood sb,rchhlnl -- -- -- _— par sp. panel sheatlr g sl II be used.q1,e minimum requued percculagc of foil heiglu she.alhing in the wall Imes ` - - isprovided flit 11)and I I(pages 18 and 19).'fo meet the regndrenrents for percentage full height _ - ! sheathing,a ft II Ile ght wall segment shall-(Ile lees than 27-1/2'in an 8'wall,31"in a 9'wall or 34 ill, • sheathing ratl be eonhnuens.l on,lhebt -- :-. --. - - i Plate.wrur panel over hm ol0 1 it, t rr __— _.—._.. _.__. ..::_,.._ _,_ i ..-. --' -_-. ._._— ,../ - �� x"•� B wing.a - too,w ah(aspecull ratio ed esl.Gxtcli - ----- r> do .I r „ '' i '��\� -- •<FI-1'c1X-zFt lE - - A Hold Itold d-lit a,ilh a camcit f -'+ 1 Yin accordance with lhhie U)or 11(page 18 or 19)In -quued m Iite let I _ �_ I - !'-1 %� - - 'r guEl•'fuc 04 \ *•� rz - - fnllJteight segment at each end ofrewnll line.When bill height segments nreeta ri-ru..r,a siugiehold down -"-- � Lpermitted to be used to resist tile on"a"g fbrrxs ill w both difeetions when sized to resisl the Imger lead '`I I: ' rd I I '��\ t;l .... -- .._ ?��err.Ja'fi.•v/ _- _ -- - '\_ 1 adjaudng walls is fastened together to bs sfet Ule u I ft load See Figure, shall - � 13%.xIB be permitted 18b) A continuous load pad]must be maintained to tie foundatiml W here hold deo re en a top floor align with hold downs-a lower Moog the rnmbined capacity of the two mv hold dns must be twisted I,y 1.35jP , I<r�J \ '* anchorage to the fomhdation. A Exterior Wall Cladding.Exterior wall eladdingsball be rated for a 110 ralth Expusull,E 74second gnst wind speed and be installed per the manufacturer's instructions I to — it I f a1 110 MPH EXPOSV RC-B WIND T_ONF_ v�l c_<t rrlan VV.P.13 h i,ri.-----F.- T fable 2 General Nailing Sehinf le R._i "' I C3EI.\y 1 ' 1 _7 I--. 1 .:-1 •-t--- 2 0l ^` f' F C`ct•1�. l I r I lbd 1\V I _;c . ",, ,. -..ei _+u•cr _ 3•4'-f ,SUG.f iv.il:� - '_. -" ___— 1. it _ r .,:.r ,._. •'I 1 It' - 1 S 4 - -•. - , _ . _ 1 '- ;i- I f i f;t T c .,making 10 pdtld fdE-iidllad)a dtY'r•1'�3.i �' � t� 2�d� 4 _ - ...... Una un lrr arc 1, .�61n16oe d l.betlr?F�C=tid d Its it r fl}; ...::� 1, i•: �=.,lid t II..;i aabh a ld � only tr 1 ! I FF 1 {y f.:r T,p 1 i[' 4-,:I t.. + (L 1 1- I 1 1:• - Tl rl)..J B ib' _ tl}i.�ab t4 1 . . k _ ,Jod(:i�d 5111 To {sl�l dF16rlrtlet bdl "1 H( 'r kf ,p IJ dliy r per to s� - --- ----._ _..----- --------- --- _. -------------- --_...__�< .._- - -- __ _ _...._. 606. la'If1(Tb�dnedjti�lt(��14� �s dd�F � 1 y � aallal iJ a , d , 96!•r UI t•)t - ''Ledgor Stripio bddln io (pkbd<h5ildd ! s .3 ilia 4 Isd t #Y inob Joisl :IJudsl tm Ong dl'Id dbeHi Tae n511ed)pv.4f ry-<F, Fb 3r ed 5 G 10r1 1 "pet Jo sl '. tr.i;" )6 v'• - , - - - "6"c Jolsuq,Jalst)( Hdlnahsdl j�lg.idj{s l 3' t 3�tsd'.! .d11Gd edd1 9 iYd),� - _ FI I, ! ' e2) I��yA X jyy 11 V�_= falters orarus9e4 9(�oQd u(i io IB d J t)( Od )Ud d edge/s timid - - - — --. ra1tefd,br1iusAd a cd ovef id o c-s. _ ._- :_,.-- - l 11-• _ -:.. . __._ -..--.__. - _..-_ . - --- _ -__- �aG d did 1 oil a° U"e 1 d'lield b „r,•r' I-. U I ( gable elidd Jll sl a O r Palo 11d�9�/` aUle oJerl,h no 0d: G•4Jgo/6'field II. 9abdd endwau rakd fir rake t dsg wi strdr•lurad - 6d 'lull i)°edgy 1 r'notd 9 -f Ot... I —V - I. 1 I ' o-.!I okers ra .•9�IA!indwell rake or take truss w/Iobldut blocks. Btl tOd d7 od J IIII .geld field I(i i-_. 151.31 i-•a ,K+� r}6 r rl >• u•..,,+,: t. r it^:f.._ � ' 1 ,7Uf.l.kl,ytC al _. rA.l",R,I r'�r. - i u' f ' .h+ n1 5�(�ii�'., � ---'i' i.h �' --. n� --¢ -I \A I _ � � I,-, Wdod StdvJt6tel Gghe�a��ka;,(x, wF"Sl�r-� r�• : i. 1 r I _ — a ..c /.I.: y' I"I._— I ._,_m .._,J; �;i �._I-_1 r-itr_ i.. _I �)__1._L.,. �' s(uL5 dpacsd uB ld`2d.,.o(oP r' •• t„ d. 7 r .•tI-:,•. , r ) �_. ),oa. G.adgd/12 geld i- Init@dl'.t.; t '�i';,i,:-tl d(;rp� I,t ;"1 95t1 Coiolerfi t ly.__I a I. rq i'rt vL. �'' I - .)•,.v."•� =='=jr - -_ ---_ __-__-_ �__-.-'=I_ __ !.:i. �� k _JQU�e/id lield! _ _--- ...____.I-1--_1_... ---- - _ - 111N-JI I� II I. --.I_..._----- a ..it�- ----------------_ '.- I�—:__. an 1 dP. ..:fir �'� 6d lfld 6 llg /12 geld. 1tNttieId i)'.4 11 1/•I I! 0.1 )-(' -.J _ _ - - i Cortaslar rh aslsl 11,g q-oA g A d to age srnnles are _ - -"" 1 .�s.;r Pernmled cr ear mCfor andm b elnnn!a. 1-1 I ern , r - F�U) I-('Yv'%<I,IJC" - Haas Vnless otberwiso slates,sizes given roc nniis are common wbe sizes.box and P� nnarle aJissl gyulvnleul ur: n••rl r-b. n•I• erer and ,tor t rlerh mmnres 1C1 }}�� ' � .d dla equ. greae 9 Pecllledcormnon nulls lnaybP guSatllul�d unless otlier'wlse prvlhlblled. " t '11 flf I; I,✓tn I L-fv•le b,el�Gt,cnr JI>,- .. ' \'.x',\I F"C I-+ I'i.-`J'•r-1..1' I: •(r,. li.'.' u.17 f.', , I ,a �. j ----- i /1.__- (7 Table 9. 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[V -'" - ._._"____ ___.. ______- ,-..,( 1,.`: ,.. r, t•_-' ..;.. .Ir- ,,. ''-Y") } -d. I 1 J^n:Yl'.2 l t !S. .I, .x ___ _ I _ _ d .-..---- - t :.f,,,,. ! ..r;+,I h,.f.. !41111.LIMf ,.I i t >c 1 ,.i't t a.;,t 1+,;. /' :.II �..M! I! ,J i I :�.:..n �.� _ t. ,4-_' a-!.._ 11 ia.'.-'r, .,.•7F..:tT ,I..r:,t},q. t :N4„r. ,•1 .. �+r ;: 1. ,I -i.)..... 1. ry 1 s t r r �!. {_. N ''1't.. ta_a(./: 1. 4.! a 1,,,1.S s:�-:+.Ill i �. ".; .1, .I .I}...-..1,,h :c:' ' 1 - ; .,.,: r I ..;,( }+� tt} --- -1�• I I flat _ yy I d, Ii n-1dr I , a Ill,' t :fd 'IIK I \ ). ,',: r ')- t , d ft I' IGLV r , I n 4(JJC __-..,._., _.__...._ - ,.,,. _.� f ha 7f `. C f -' li - 1 1 f II ��(r�'''`�I ::! tl -__._ :`Y 4, -14 ::i'; VI ,I .. 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P _, s:C, p/`C'r",, I) I I I ;a 11 1 R!'r t 1 1. 4 a L .4 t I I 1 '�. :j- ,.r,r l4 '1:111„ ,hil'^ 9nL I r:• u!P':ri ;}'}1 !i:.a:'fa(( ::;I'� ' "' ' 't,' l: !'3 I ly.t�.. w �f f ��{{:� , Y 0 r. .�_ 1, t '',i , ! V+rtP. !Jf I .Intl',' ��•y'{ �,�44 rn; F,. ::, I F u,.I `rl ,�: :I V. ;.r�'N t1 i- I :.I, h , 'ryw ,. �'`.',M 11 i �,L. ,7 s I. ,: i t h T Pp ,:., -I�,._. L { l f ".I ,[ I- au r.,:. !; 'I• I f�! .�,r ,-. .,1;, 'r , r,..l Y i.j.,,..t ,F!, d 1: 1 r , :lJ lj I' t <p _ .I J 1 :.:I I I.. - ', y ql , L(,1 , ,a U I v cr, f'-1, 11.�. •", �jt•IJ�l�_t?.� Ems°'_._.._ .., _. ,.: :S I. +, I i'::.e; _ ,.. .:n II;1 y!7: - _ t 1 N '"i I i i! ,t C ..1 1 1 $. as t:i.r_. !-, i ( ? '' , ,I. h,:, :,u 'i,i ',,.i,l I,.II .f$1, �i. '.':I. ._lr�. (' I -+ - _ v t �' 11:ro 1 d t 11 s ;I I a, ,I iqr l 1 Sr tll' e I IA' L �',{; 1j __— - r I 4. 1 1� ':� I,.'t.It:lr,I '.,'....12'n G/�OI fl�t': II I t_'i, i I. r1 Ft..- t vIl ' 1 . .t.lt) I5 q;i'. -I ' 'I _ , I .!P'.{• k:. .-I, ,!, r ( I),:1 - , tl.: 7 �.• ;il: r ;1 13�51:1 ,.t i :t L •'!25 'f - T) '- �( I n r ( t .V.. :: _ 1 ,.! IL t .,..11 r t .a.. ' I f ,.r 'i ::}a }'' s \ iI f � } I /z :.I. C) � �p t 4, I hrl l J I ,."1 f I 11,5 ..rO. 1+.S :. ., , Lt'I, 51 f;' ! I e I: ,I, , x, a _.-..___-____.._...._ -_ I t, ,r '.a: f' , };tl )I) t 1, ;,:, d Id Wi V ,t 1 3..1 ihx , {I r ! •. iI.1 i ;;I I.. „; 1 ,fix hat) 'h , r jt;d „I l? r r . (f ssb f ' ('t., t(L� .__ 1 For non-loading bearing walls and window sill platesll•2-2x4 (flat) can be substituted for 1 -2x6 (flat) r. 1 f i!}f 1 I 1 r' . - `,i1. _, ()l__I;\; I1__• <'/,r,:_I `,,r � I _... a �Jbl;t �' "6t�%A, 4._' FATitsRA+�,'�If-R '4��(LL SirkR�e�TI-IIfellG ,�-— — =— --- I_— � _ �C& �� M Exterior Wall Sheathing. Exterior walls shall be sheathed with a minimum of 7/16" wood structural -• _ I panel sheathing or 1/2" cellulosic fiberboard sheathing and attached per Table 2 (page 7) when studs are ------- ------ - - �' s aced 16" o.c. or less. When studs are s aced reater than 16" o.c. 15/32" o a _ __ - -- - _.._ ___ ___ -- -- -- •- -._ . ._ _._._.. . __ -----_. ------ ---- _......__...._._--____-____-...___......�__---.___ :._ --____-_____------•--•--_ -----__----__--- ---------------- ---- ---------- ----- -----•----- - ------ - - -------- ---__ _ --- -'-.._._ .____ __ _- _ __ .___: ----_. r gte ten woo stnichu-al P >� ^- - panel sheathing shall be used.The minimum required percentage of full-height.sheathing in the wall Lines i is provided in Tables 10 and 11 (pages 18 and 19). To meet the requirements for percentage full-height 11 I u I n 4 r sheathing, a full-height wall segment shall not be less than 274/2. nt an 8 wall, 31 in a 9 wall, or 34 in a . , 10' wall (aspect ratio < 3-1/2:1). Exterior sheathing shall be continuous from the bottom plate to the upper '+ - - -• '� / I I$ \�1_ vU_I I 7 top plate, with all panel edges over framing. --- - - ---- ---'-- "- _ - ---- - - - ---- --------- - - - - - - II I ! /�I,, _____ __ _ 1 I^�� • " .- hold Dgwns. Hold downs with a capacity in accordance with Table 10 or 11 (page 18 or 19) are required in the -- --.--._ _ . Ij . . _ - - o t t 1 t ee c i s " I I \ \�� C� li r r �, i full height segment at oach end f a wall]i ie Whet fidl 1 eight segmet ism t at a on er, a iugle hold down 1.,' i ) I li - - 1 ----- ! �` , i I \�..h. �- / ('�.�' JI1�1.'tlt (1 Ui' ._ - _ ✓ \. �' r__ - . , - \ ( ,'; shall be pernutted to be used to resist the overtutttitt forces ut bo(h du'ectiotts when sized to resist line tar er I! I ' I I I I i i \ I ;r/ - \ \ g in the ad'oi in walls is fastened to ether to transfer the u lift load See Fi ures I i I I \ __. ..�_ �`C load and fine (t _ corner fiauuu I I ! j I F c l.c�. ..J51S.� ," - _ . g g P ( g ,1 �, ,� _ 18a and 18b %- 1J:7 , K P,-0 t 1.,1 sU t : -- - a - ). A colltuluous load path must be tl]allltaitled to the foundation. Where hold downs on a to) -- -- -- 1 ! I I I I I \-\��, / ()C -- _-- - .- -- \/� 1 - `% ' `� I I I / - 1 CO-nit ) <: A floor align with hold downs on a lower floor, the combined capacity of the two hold downs must be resisted by -- _ .,, , -' i I 1 - I ____._ - 1 I L I ''/ l Mp o f� anchorage to the foundation. ,-- _ I I I ,, _ .-' .�r I .3 S-r?A.r r-I.ki C7 \. ,_, - 1 - �\ _ _ __- - _ __,.G___--__ '' 'f 1" S N C(f c)(�t' v tq 2:r5 A --_ - - - - I I I . \ _ _•---- - I' __i__-__- ---- -- =_. - i _ E I- -- _ 11 - T� --�- -1 1.: -, c.L71' Its -= --- --••---•-------••- -•-"- _._- ., � I - fl. Exterior Wall Cladding. Exterior wail cladding shall be rated for a 110 mph Exposut�B �-second gust. , -. ; � . i - -- _ -- - I -- '` wind speed and be installed er the manufacturer's instructions. I l 1,��I I I I Ii I I, . i \ \ � - % -II I rQ' - - I I i .. l , , 1111 I a I tt b I , L A Y , 1 � ® 0 d I ,_I_. 1 11 __. _. I ! __ I � I;...,( !I,,1 I�t. ;�y�v,, � u. I. I -t - I -- I .I - -- .` 1, _ w IEX iP - , li I-- - I I I I / I�l- I I- Ct f`th' - 1 - \ 1 --- r t �f�IC`7 Y'IJ i '1` r' - -- F CIS i i 1• _r-- --. y3 -- ...=- - -_ ---- -- -'-- -- ----.- Lr: ) t,�/ 1' ,(--'l_r j I 1.i i' -'--_- C"s 'I L,l'-1; 1_ (L)P..0 I` I i r- .— - - -- -I LI + --- - 1. I -, 1---- I !`, 1 t I l__ I I - I le 2 Genera!Nwl� SclPe(ii In I l 11 " i'f I I_Ir 1C -) I t � , _ c:,c - ( - i 3 I T - ' I _Y;t<t�:�l E i 4 1, lL\�j 11 ( I I,-',_11 Jf_ : 1 I - f ,,, n� :: - I ' I I I I I , Z I I I ! 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' r.. ..:. !- I I'I f it 1. 1':: , ..I 1bd. adr end I _ i ktrrri.Board:to rafter Ehd Hailed)''' III+r.rl 5. ti,!+ r h.. e-,,- I I I h� . T : V-fr 1<; ---- - ' r �( a'Il - 1 ; 2 i$d ) il� ahh •�� : 1 t 2tr.+ ci111.;, C�)..)C, f1L1<;f.`(,, Ln gip! - a.,l•m I-.!.'fr_°lot r'r3i2� ,..r-.r91,�:�.. r d. :, +A 14: .Ir I s ,P t l tt) 6d1: I e� °V _ .. -.. .. -.-__ I ..._. .__.. ___. ...- - - _. ... --.I_- I 1- .. .. ----- ___. __ -'__.____...----- iY5 Ffi'1 iiiu'r y..,.,d N. �' 't' (a �'^ t 4 j�i:a I'sa,l'r r" -- --------------'--- 7 - I _IS- ----_.-__._._ _.-----..._- 1•- ) ,l:}' <'.��`s.,,�'r !1 a alc';'f !,cix. •1. tts•, :15. r ;,, - I r-'' 91Lry_.,.11.�drn. 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I ? / , Cam`/ II l�X f !� (�.-r Faff�rs,or tru�'s� sp0ed U� to, 16" I �,I n 1 I 1 edgo I g field I I o:c Sd 1t)d _I____._ ._._,._ _. ---- ---_ ._ _ -_— I _- -_- -- '� f -- - >�`iwvo,!5 ' C` ) -- r�, � 1 raftefs or trusaod's toed ov 11 - : -=- _ . - r- - -- ' - - -- -- --- -._.. --------- ,--- -- _ - - - - - d e / 4 field --- -- '--- - -- —11__ _�--'_ __�.___ _ _ �'- - jl_. .. I �--- l' I I ;( Ip. fi I gable ehdWall rake +fir �ake titisa v+i/,o gable overl�arid 1od , i t 1 r �;1.I .r-1 I L. C? I U i' f I 9 �" hdg /6 Held ' 1 I I _ _ f ,_,________.-__ �'_ _ _ I -___-_- ry n) I _ .�Ii � � 1 , --- --------------_-=----•.-•-•_:_= __._..__..._'---_.,, ._..t..__.._._____.__._ ._ --.__ _ __, ya all rape or rake truss w/�trLictiai•ol gd 10 8 I--: �_r_ I I I .� { F bla endw d " edge / 6" field I . I / .: . - outlook(51 s I I I -- t1_ r _--_____. _____ - _-, gable ehdwail rake or rake truss W/..lookduf.biocks. __ , - 0 I ►, Ir ,n 8cI 10d Cl'' edge /�1 field , I I f, :, - � i I c 14t„F•'. 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I 10d i 0 �" bdge/ 6" field • ! 1 Colroslon resistant 11 r i iails ---- � - --�- -- -._--- ___-.-.- ._._..__ _ - flails. gage roof ng r and 16 gage staples are permitted, check IBC for additional requirements. - _._ _._ �- �-t} �'� l I"-�t -�'-i i` l--I.1/K' 'Y i I I i I`- -f\I- �- ��1'�'(i <- _ die et Unless otherwise stated, sizes given for nalla are common wire sizes. Box and pneumatic a)ls.bt-gquivalent I;' I, .,(( (if'I I ,I." r I''' '�I I!; I;t_ rLl t- t /-Ir�l";ry,A l l I � � - " a m er and equal or greater length to the specifteci common nails may be substituted unless ot�erwise prohibited. :l'2r,'I') Il_11' 'I., I'-I'I i'" ,.Ip 4 C"C, \�:;/' 1`>, •. �'.L', "ri-frj: f'L,��$"t S - �. -,, .yt„ 1: (.111:1', LIi JI:V-V C_(11;C., DI_In�r ^ c)')., -,_0 . e ._ -- --. .I.-._-_- . ,,,-- __--_ - ---` ___ ---- ._._ -_- I .� ) I f- t (' ( 1 1:'-. i I �a.. �y ---- - `1J1 1. 1 I 1 l.y 1j 1 1I(__il I \�!;(I 1, t_ (Lt'.I/ (t1,_I� 011 1- 2�� t 6 , , ' I . ,'` ! :. _.)c l ,'I Q!P ?C.. (:__"?� C.UD LO \?1 - f f. -i! / ' .�I _ I 1 '. r 1 J. . , ,• ,' -1, ,,' , O NO.3477: u'.; - - __ _ _._ _.. _ _ UtJ } c l I I If STRUCTURAL J - SF g C` 'ffjj 66rr (/ ql APPROVED BY: I U �,r 7' r" LI �I �.�I- VLf 0 1 C-, (1" N �` SCALE: r ;.l+ i '...)� DRAWN BY �-',.. 1 �, 1,. �''FGISTv�- \� '"�' & r• F - A �I 1'Al 4 DATE: �1/Zj 'Llr'I REVISED r- _. r,+()!1Al l=� �.l R i I( 1 r� 1 r! f�r` ! e i•�I 7 .. ___.:-.,-_ I w 1- I �� c t I ' j( d I I , i r . t)� `pz ( �l C// IPU 1 j ( ( 1 i I 1 �,/ _ -s/ �' L`,N r B C R _- ..-- -- r.... ---.__ .. I II_-4 t DR I nn `�