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0164 GOSNOLD STREET
`� � �s��� sf- ,, ,, Town of Barnstable �TMET�,ti Regulatory Services T,,4'Qjj OF P'AP6STABU o" Richard V.ScaIi,Director It° = v ?; P! 9 �MASS g Building Division 1639 men ► Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 1 i ` Office: 508-862-4038 Fax: 508-790-6230 PERAUW:�N FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less 16 y 6osNac.D sT 14 �Alw /s Location of shed(address) Village I?o)yRL9 RAN D.ZZo 603 `tq0 4578 Property owner's name Telephone number 30 6 1 zZ Size of Shed Map/Parcel# 2- Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway A Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COADUSSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 ++ t v .m•.•.:�ao..r•p.ea� h a (� •� m it z L i<`' T Anal .�� �4..r 1 Y 4 rri ER co Lr ZE io zt ISO. , d 1 ^J N y�p ^ m c7 c3 s L7 a fir-, *� z z z ^ rn z �I lb F— i z z �' '` •f is z g w w' -G-c 0 Ej d Z Z 1 to ra a' r-1.a 10 n C' SI i it to 1 ® G PU c r, _ — ... �...,' '* ,r Mk.�' � ��73«W£^G-"„r'�7sr 1��,Mi x• � rp TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION PP-1 Map Parcel ''306 11 ppIc atibh Health Division 531 q '- Date Issued Conservation Division Application Fee Planning,Dept Fee Permi Date Definitive Plan Approved by Planning Board Plf✓ Historic - OKH Preservation Hyannis Project Street. ddrOss 1(041 GO 6 i9P L/ V�_ee _ Village Address 61, a7) Zz/Own A A) 1Y Telephone Permit Request r-c-_, Pt�v-o-4-e- _s, r,-eA,I,, 'Shed-led- ro,*, e-r Me o-. e ST ir 6 e e- e.0 4_5 ie Z A Q&-o A-re 0;0 0 Square feet: 1 st floor: existing 0 proposed _2nd floor: existing proposed Total new Zoning District. Flood Plain Groundwater Overlay Project Valuation Construction Type QCD Lot Size ITOX 16 Grandfathered: El Yes LJ No If yes, attach.., pportirg3dqcumentation. Dwelling Type: Single Family � Two Family LJ Multi-Family (# units) CD Age of Existing Structure yr rs Historic House: LJ Yes ANo On Old KinQs Highwal- L❑J;Yes N 0 Basement Type: A Full Ll Crawl LJ Walkout Ll Other M N.) r- Basement Finished Area(sq.ft.) YOn� Basement Unfinished Area (sq. Ln Number of Baths: Full: existing new Half: existing —new Number of Bedrooms: existing new (M Vn d 407 3' Total Room Count (not including baths): existing 7 new First Floor Room Count Heat Type and Fuel: 'Gas LJ Oil LJ Electric Xother Ob v,ve—r-f w00%,0, Central Air: V"Yes Ll No Fireplaces: Existing 0 New f Existing wood/coal stove: LJ Yes No Detached=garage: CKexisting Ll new size—Pool: U existing LJ new size Barn: L] existing Ll new size Attached garage: D existing Ll new size —Shed: U existing Ll new size Other: Zoning Board of Appeals Authorization LJ Appeal # Recorded L1 Commercial 0 Yes XNo if yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOME WNER) Name - oTeleph e Number -7 Address ck License # 4plm&5 dL-5,3 I Home Improvement Contractor# . Worker's Compensation # AL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Vc--rin�l_ a SIGNATURE DATE � r FOR OFFICIAL USE ONLY r ` APPLICATION# DATE ISSUED MAP/PARCEL N0. ,. ADDRESS VILLAGE "OWNER . ` • • DATE OF-INSPECTION: r FOUNDATION FRAME �+ �0113�1 -r v INSULATION t FIREPLACE ELECTRICAL: ROUGH 'FINAL t;. ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 7 DATE CLOSED OUT ASSOCIATION PLAN NO. _ oO CV o Bath 2 T9 16'9 e o Bedroom 2 p Closet i 11'6 UP LIVING AREA 484 sq ft 1 Bath 1 Dn8'5 a ® N o o library ry cv N Kitchen N N N i w/d Table in WIIIIIIIIIII Support (V PillarsNVall in Closet undr stall as needed Living774 o 0 Bedroo down go o in LIP TV 11'10 — L6'1 5'9 1104 5'10"4 6'6 5'4 47 11'10 ,� LIVING AREA 24'2 ` 864 sq ft 36' i 5 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations- ' 600 Washington Street Boston, MA 02111 4� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information X2 Vease Print Legibly Name(Business/Organization/Individual): Address: Sa u W III oc City/State/Zip: tL w, r Phone.#: (� "j ID �c (�i , �acrS Are you an employer? Check the appropriate box: Type of project(required): L❑ I am a employer with 4. 0 I am a general contractor and I employees(full and/or part.time).* have hired the sub-contractors 6. ❑New construction 2.0 I am a sole proprietor or'partner listed on tlte-attached sheet. 7 emode'ling ship and have no employees These sub-contractors have 8.'0 Demolition working for me in any capacity. employees and have workers' 9 Building addition [No orkers'-comp.-insurance comp.insurance.$ quired.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their I L❑Plumbing repairs or additions yself.[No workers' comp. right 6f exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we.have no employees. [No workers' 13.❑ Other 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. tContractors 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 subcontractors have employees,they must provide their workers'comp.policy number. lam 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.Lie.#: 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 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 maybe forwarded to the•Office of lnvesti ations of the fo m� suranw cover verification. I do hereby cert' an ains an pe aC ' or perjury at the information provided above is tr a and orrect: Signafore: 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation'for their.employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual,partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or tiustee 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, if necessary,supply sub-contractors)name(s),addresses)and.phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions'regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Offreials Please be sure that the affidavit is complete•and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit)"license number which will be use'u as a reference-LUMUer. in 2d`�'u�n,an appl:�a-nt that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy*nformation(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.NWhere a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license of permit to brim 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 call. The Department's address, telephone-and fax number: The e6mmonwealth of MassarhuseM Department of Industni:61 Accidents ' Office of Iavestigatfons• 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 ar 1-877-MASSAFE Fax# 617-727=7749 Revised 11-22-06 s• www.mass.gov/dia I ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACH RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: ;CQ Tr�G 1/' � Site Address: � 6�a D/ S� print Town: � ff�1�� ►� i5 ��c Applicant Phone: r a� Applicant Signature: Date of Application: 3 �� NEW CONSTRUCTION: rho e ONVf the folIowin tw6-o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab ❑ Option l: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value wall R-Value AFUE HSPF SEER R-Value R-Value and De th National Appliance-Energy 3 5 R-3 8 R-19 R=19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or cater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http://www.energycodes.goy/rescheck/ ADDZT)CONS:OR ALTERA`I'IONS.TO EkIS TING BUILDINGS.0 .R 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b-=a) SF ff _ 100 x -135 rya = (9 % of glazing (b) Glazing area equals I3- ir_SF b a If glazing js<-40%.use the chart below. - . If glazing is> 40 % roceed to"SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM El Fenestration .Ceiling and Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value and Value -- R-Value Depth .39 R-3 7 a R-13 . R-19 R-10 R-10, 4 feet a 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 compressed over exterior walls, and including any access o enin s). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said.addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120T) Town of Barnstable Regulatory Services saxxsTasi.e. Thomas F.Geiler,Director Mass. 9q, 019. ��� Building Division CEO MA'I a Tom Perry,Building Commissioner 200_;,Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION lPlease Print DATE: 'nn JOB LOCATION: y V l �'` ���� number ), stre t [� village "HOMEOWNER": `('I1� ►r 1 c�l�� C� 1,, 6 Z � �p7 name h me pholne,# Q }, work phone# CURRENT MAILING ADDRESS: SOUJ�- � 11-1ke 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 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 homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. undersign d"homeowner"certifies that he/she understands the Town of Barnstable Building Department imum ins ction p ce ures requirements and that he/she will comply with said procedures and require ts. ignature of om Approval of Building Official 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 constriction 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 he/she 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 form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC Town of Barnstable Regulatory Services BMWffrA8* ' ` Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must - Complete and Sign This Section If 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) Signature of Owner Date' Print Name If Property Owner is applying for permit ple-a-se complete- e Homeowners License Exemption Fo on the reverse side. J Q:FORMS:OWNERPERMIS S ION n' L-S --LS MOE a, � s� y- ��-- � . � ---- - - ___ .._ _ � __. �--_. _ - ._ �� - � ,..... ..- �---- _. ._._. j - i :,� 1 ti �^ r I �_` - - - ._ -�� /, ....f ... _ .._ ,_. _ ... �_ / �� : ,. ,., _ 1\ ti� , ; �`�\` `�. '�. �, 1 t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIONe-*)A ney �Z �Map- Parcel Application # Health Division Date Issued l l Conservation Division Application Fee Planning Dept. Permit Fee �. Date Definitive Plan Approved by Planning Board bp_ Historic - OKH Preservation / Hyannis Project Street Address Village Owner 1 4,G ��,,.. Address Telephone Permit Request Q joo kousE doa-tnP_r-_5 , SLd SO i 1 Square feet: 1 st floor: existing proposed 2nd floor: existing Ab proposed �E Total new l D Zoning District Flood Plain Groundwater Overlay Project Valuation 63j(5 00- 6 L Construction Type Lot Size 447 ' ` ,00 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 new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: B as ❑ Oil ❑ Electric ❑ Other Central Air: V*Yes ❑ No Fireplaces: Existing New o Existing wood/co'al stove: U Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exissting ❑ neb sib_ s, Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 0 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ .o Commercial ❑Yes ❑ No If yes, site plan review # 9 co Current Use Proposed Use APPLICANT INFORMATION `(BUILDER OR HOMEOWNER) Name a� V Telephone Number Address License# Home Improvement Contractor# -- �, Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE x ;F FOR OFFICIAL USE ONLY 'CI—APPLICATION# DATE ISSUED , MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: r . FOUNDATION a t r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL f=' 4 • PLUMBING: ROUGH FINAL GAS: ROUGH FINAL (clG' FINAL BUILDING }l DATE CLOSED OUT + ASSOCIATION PLAN NO. I� w ' The Cotnrnomvealth of lllttssachusetts — Department of hidu.strial Accidents Office of Investigatiotrs i1 600 Washington Street Bostotz,31A 021.1, i tvway.mass.gov1dirt Workers' Compensation insurance Affidavit: Builders/Contractors/Electricians/Plumbers.; Applicant Information Please Print Le ibly Name (Business/Organizatio 6ndi'vdual): Address: 5 - --- Cit /StatelZi EVV h1 Phone 9 y p- Are you an employer?Check the appropr' to tro ' Type of project(required)- 4 . 1 am a general contrac7,and1.❑ I am a employer with_ 6. ❑ New construction have hired the sub-con employees(full and/or part-time).* listed on the attached sheet. 7. �I{emodt:ling 2.❑ I am a sole proprietor or partner- These sub-contractors have g. ❑ Demolition ship and have no employees employees and have workers y• � Building addition working for me in any capacity. coinp. insurance.4 [No workers' comp.insurance 10.0 Flectrical repairs or additions required.] �• ❑ We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their I'1.F] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL i 2.E] Roof repairs insurance required.]t c. 152,§1(4),and we have no —�— employees. [No workers 13.0 Other comp.insurance required,] 'Any applicant that chceksbox#1 must also fill out the scction below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contrauors must submit a new afful vit indicating such: lContractors 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). ailure to secure coverage as required under Section,25A of MGL c. 152 can lead to the imposition of criminal Penalties o!'a ne 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 _p Be advised that a copy of this statement may be forwarded to the Office"of to$250.00 a day against the violator. restigations of the DIA for insurance coverage verification. 1 do hereby rtify and the ns a enalti f p ury that the infoi-oration provided above is ire and correct. Sianature Date: one 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/Torun Cle. rk 4. Electrical Inspector S,.Flumbing Inspector 6.Other h Contact Person: Phone s�1 e� Aonhnno Nh rmhc?r (l G �^� ~,9-_J J�1 i To: Town of Barnstable Building Dept From: Patrick Callaghan (owner) Re: Attachment To WComp.Ins Affidavit Date: 11/02/2009 List of Contractors with Workers' Compensation Insurance: 1)Toby Leary Fine Woodworking 508.862 0310 2) KP Remodeling/Construction (CS 076820HIC 132282) 508 420 2163 3)Limarino Carpentry,,508.738 1764 Town of Barnstable Regulatory Services Tboretas F.Geiler,Director sARNST.►td X- i6,¢ Bui➢ding Division PIfO" a Tom Perry,Building Commissioner 200 Main-Street, FT is,MA 026�1„ www.town barnstable.ma_us Office: 508-862-403 8 Fax: 508-790-6230 190MMOWNER LICFASE£XEMMON Please Print VIA- DATE: e_-Y 4 �T � 1013 WCA'nON: Wombat street village "HOMEOWNER'•: name j p]bona# + work phone A CURRENT MAILING ADDRESS: ) l d L) 1010 eityhown state zip code The current exemption for`'homeowners"was extended to include owner-occupied dwe of six units or less and to allow homeowners to engage an indMdual for hire who does not possess a license,provided that the owner acts as suotrvisor. DlEF31.RMON OPHO➢VMOWNER Person(s)who owns a parcel of land on which be/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 horse in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit-to the Building Official on lr 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":celtifies that.be/sbe understands the Town of Barnstable Building Department ection procedures and requirements and that be/sbe will comply with said procedures and r ! cme STgna of Homeowner / Approval of$uitdmg Official _4"4 y�W Note: Three-fancily dwelliugscontaining 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOA(EOwNER'S EXEM MON .The Code states that Any bomoeowncr perfomning wmt for which a building pcmrit is required shall be exempt from the provisions of this section(Section 109.1.1-Ijccnsing of constructiom Suponvisors);provided that if the homeowner engages a pason(s)fir hire to do such work,that such Homeowner shall act as supervisor.- many homrowncrs who use this sxarption are unawaro that they arc assurning The responsibilities of a supmrisar(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awarcress often results in$rious problems,particularly when the horatowner hires unlicensed patrons. In this ease,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Super sow is ultimatcly Tesponsibla To ensure that the homeowner is fully twmc of his/her responsibilities,many communities require,as parl of the permit application, that the homeowner certify that hdshe understands are responsibilities of a Supervisor. On The last page of this issue it a foam currently used by several towns. You may care t amend and adopt such a Ibunreatifieatiom for use in your cotrnWri ty. Q:fomu:homccxcmpi ,•• ,• -v—ela 1 1 9'71► Nil iA 4mrf 1 L.L. P.®3 5&JK ENS. JNC. + 366 @423 f 1 . so.no� IHtD I a 2 STORY WOODENco I i f , 90.UU ! GCS NOL D STREET I MORTGAGE AGE; I H YAN IS. MA. 1 (>RTIFY THAI THE L01 SHOWN AND SCALE- 1" 40' DATF 10/04/98 FOUNDATION IHERCON CONFOf: tQ THC HYANNIS LONINC 9) LAWS LOCA110N. 164 COSNOL1) STRFI:T N( IHF TIE UI C3NSTRU(,10N. PREPARED I ou DAVID WINMILL I CERIIFY TRAT IH, FOUNI)A110N 114FREON IS NOT WITHIN THE FORRAC FLOOD HA7APU LO.vF A. i }RFI'At b I•()R I-NU MORTCAL'l` 1HIS PIAN I.,. PRrPARLU rROM LINLS OF `X0E4.' rNGINt C FeING, INC. Qp!(`�C(JPAIIUN THE. 11t.5 11) TI IE 1.01 I INC', ARE NOI 10 BE ttSU) IN Tl it SETTING OF CON.0.11w, 165 Q MAIN .5ML 1 WALLS, QNCIS, HFDGL'i. DRKWAY S. I7C CIVIL CNCI*F .KS nv17RTHXA'0 MA. 015.3' URI14WAY I.ULATION IS NOT C► III II'IED CIY AND LAhU ',UFVEYOR:i P(m) .19j--1351 THIS TYPC UI 'AIRVEY imi CEMIrI(AlION IS NON—IRANSr[R'ABLE. IRIS IS NUi AN INSTRUMENT `.I1 vey, j _ _ TAPF 'iU►1Vr:Y MY, ! 508 353 2969 PAGE .082 Elk".ERGY CONSERVATION APPLICATION FORM FOR ENERGY EF4VICICIENCSC FOR ONE. AND TWO-FA-MTL'YDETACHED RESIDENTIAL CONSTRUCTION (780 C1pv1R1 6xnoo) Applicant Name: Site Address: 1 OLD print Town: 1Y, 1� Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRr7CTION: choose ONE o VhefoUowin9tWo'oPfions) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENINELOPE COY20NENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAX n,,l 'MINIMUM Ceiling or Slab Option 1: Basement El Option exposed Wall Floor Perimeter Wall AFUE HSPF SEE] U-factor floors R-Value R-Value R•Value R Value R-Value and Depth National Appliance-F,ncrgy R-10, Conscrvaliofi Act(NAECA)of .35 R 38 R-19 R 19 R-10 4 ft.. 1997 as amended,minimums of rAtrr as a livable Note: This form is not required if you choose either of the two versions of REScheck as listed below. Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 RESeheck--Web which can be accessed at http•//www tntrgycodm.goy/rrscheck/ r - ADDX ' OI�IS'OR"ALTEPi`T'XONS.TO EXISma BUILDTNGGS,.O S?ER 5 YEA12S OLD* *Duildings under 5 years old must use option#1 or 42 in New Construction section above. �tt Complete the following formula to determine the %o of glazing: I (a) Gross Wall & Ceiling Area equals Formula: (100 x b_a) 1IOJ4- SF } '� - -�-�-- 100 x • e® _ _ % of glazing i b a I (b) Glazing area equals SF If glazing js<`40%.ire the chart below. If lazing is >40 % rocee•'d to "SUNROOM" section - 780 CMR TABLE 6101.3 I f PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING { LOW-RISE RESIDENTT.A_L BUILDINGS MAXIMUM MQ�TMUM Ceiling and�1 Slab Perimeter,,Fenestration Exposed floors -Wall Floor Basement Wail R-value U-factor . R-Value R-Value R value R-Value and De thN -,39 { R-37' a-� R713 • ) R-19 t R-10 R-10, 4 feet a R-30 Oiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling P c �.e,not compressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the ' i addition. Note: Owner to fill out Consumer Information.Form found in Appendix 120T) Single 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Roof Beam1111301 BC CALC®2.0 Design Report-US 8 spans No cantilevers 10/12 slope Friday, October 30,2009 13:07 Build 276 File Name: BC CALC Project Job Name: Description: RB01 Address: 164 Gosnold Street Specifier: City, State,Zip: Hyannis, MA 02601 Designer: Fine Line Design Customer: Patrick Callaghan Company: Shepley Wood Products Code reports: ESR-1040 Misc: Non-structural Ridge '__1° 12 04-06-00 0 04-06-00 04-06-00 04-06-00 04-06-00 04-06-00 04-06-00 04-06-00 BO,3-1/2" B1,3-1/2" B2,3-1/2" 83,3-1/2" B4,3-1/2" B5,3-1/2" B6,3-1/2" B7,3-1/2" B8,3-1/2" DL 353 Ibs DL 918 Ibs DL 816 Ibs DL 842 Ibs DL 833 Ibs DL 842 Ibs DL 816 Ibs DL 918 Ibs DL 353 Ibs SL 646 Ibs SL 1,568 Ibs SL 1,535 Ibs SL 1,531 Ibs SL 1,531 Ibs SL 1,531 Ibs SL 1,535 Ibs SL 1,568 Ibs SL 646 Ibs Total Horizontal Product Length=36-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 36-00-00 15 25 12-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure { Pos. Moment 811 ft-Ibs 6.6% 115% 193 1 -Internal Completeness and accuracy of input must Neg. Moment -1,035 ft-Ibs 8.5% 115% 201 7-Right be verified by anyone who would rely on End Shear 376 Ibs 8.3% 115% 193 1 -Left output as evidence of suitability for Cont. Shear 728 Ibs 16.0% 115% 201 8-Left particular application.Output here based U10,476 0.005" 1.7% 193 1 on building code-accepted design Total Load Defl. ( ) properties and analysis methods. Live Load Defl. U14,604(0.004") 1.6% 193 1 Installation of BOISE engineered wood Total Neg. Defl. -0.002" 0.2% 194 7 products must be in accordance with Max Defl. 0.005" 0.5% 193 1 current Installation Guide and applicable Span/Depth 4.3 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJS-, BO Post 3-1/2"x 1-3/4" 999 Ibs n/a 18.9% Unspecified ALLJOIST®,BC RIM BOARD- BCI®, B1 Post 3-1/2"x 1-3/4" 2,486 Ibs n/a 47.1% Unspecified BOISE GLULAM- SIMPLE FRAMING B2 Post 3-1/2"x 1-3/4" 2,350 Ibs n/a 44.5% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B3 Post 3-1/2"x 1-3/4" 2,373 Ibs n/a 44.9% Unspecified PLUS®,VERSA-RIM®, p VERSA-STRAND®,VERSA-STUDS are B4 Post 3-1/2"x 1-3/4" 2,364 Ibs n/a 44.8% Unspecified trademarks of Boise Wood Products, B5 Post 3-1/2"x 1-3/4" 2,373 Ibs n/a 44.9% Unspecified L.L.C. B6 Post 3-1/2"x 1-3/4" 2,350 Ibs n/a 44.5% Unspecified B7 Post 3-1/2"x 1-3/4" 2,486 Ibs n/a 47.1% Unspecified B8 Post 3-1/2"x 1-3/4" 999 Ibs n/a 18.9% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. User Notes non-structural ridge Page 1 of 1 BO�.SE" Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Beam\Roof\RB02 BC CALL®2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Monday,October 19, 2009 09:46 Build 287 File Name: P Callagan Job Name: Description: DORMER HEADER-HIGH Address: 164 Gosnold Street Specifier: Joe Madera City, State,Zip:Hyannis, MA Designer: Fine Line Design Customer: Patrick Callaghan Company: Shepley Wood Products Code reports: ESR-1040 Misc: a° 12 121 1 1 1 l 1 1 1 l i l l l l 111 I I I I t I I I I I 1 C I I I I I ----------------- I t 05-00-00 BO,3-1/2" B1,3-1/2" LL 200 Ibs LL 200 Ibs DL 523 Ibs DL 523 Ibs SL 600 Ibs SL 600 Ibs Total Horizontal Product Length=05-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 05-00-00 15 30 08-00-00 2 Unf.Area(psf) Left 00-00-00 05-00-00 10 10 08-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,365 ft-Ibs 8.5% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 750 Ibs 10.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U5,379(0.01") 3.3% 2 1 output as evidence of suitability for Live Load Defl. U8,898(0.006") 2.7% 2 1 particular application.Output here based Max Defl. 0.01" 1.0% 2 1 on building code-accepted design Span/Depth . 1 properties and analysis methods. P P n Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1,323 Ibs n/a 14.4% Unspecified or ask questions,please call 131 Post 3-1/2"x 3-1/2" 1,323 Ibs n/a 14.4% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS- Cautions ALLJOISTO,BC RIM BOARD-,BCI®, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability BOISE GLULAM- SIMPLE FRAMING will not occur. SYSTEM®,VERSA-LAMS,VERSA-RIM For roof members with slope1/2/12 l final desi n must account for Rain-on-Snow PLUS VERSA-RIMS, ( ) or ess g VERSA-STRAND®,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram . b d a c a minimum=2" c=5-1/2" b minimum=3" d= 12" Calculated Side Load= 160.0 pit Connectors are: 16d Common Nails Page 1 of 1 Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\Roof\RB03 BC CALL®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday,October 19,2009 09:47 Build 287 File Name: P Callagan Job Name: Description: DORMER HEADER-LOW Address: 164 Gosnold Street Specifier: Joe Madera City, State,Zip:Hyannis, MA Designer: Fine Line Design Customer: Patrick Callaghan Company: Shepley Wood Products Code reports: ESR-1040 Misc: �o 12 ,. - - 1 �_,.._' ' . I �_ ._i.._.i-- .I• i � � � _. � 12_I _. 1 .-_.-1 i _I 1_ I .I _I .I 1 ( i_ I _I . I I _i . L _.' I ! I I I I I I I I 1111 1 4 1 1 { I I I I I I I i I l f l l l l - - - - - - - - - - - 05-00-00 BO,3-1/2" B1,3-1/2" DL 248 Ibs DL 248 lbs SL 125 Ibs SL 125 Ibs Total Horizontal Product Length=05-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 05-00-00 15 25 02-00-00 2 Unf. Lin. (plf) Left 00-00-00 05-00-00 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 385 ft-Ibs 2.4% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 212 Ibs 2.9% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. U19,064(0.003") 0.9% 3 1 output as evidence of suitability for Live Load Defl. U56,948(0.001") 0.4% 3 1 particular application.Output here based 003" 0.3% 3 1 on building code-accepted design Max Defl. 0. Span/Depth 5. n 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 373 Ibs n/a 4.1% Unspecified or ask questions,please call Bi Post 3-1/2"x 3-1/2" 373 Ibs n/a 4.1% Unspecified (800)232-0788 before installation. BC CALOO,BC FRAMER®,AJS- Cautions ALLJOISTO,BC RIM BOARD-,BCI®, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability BOISE GLULAM— SIMPLE FRAMING will not occur. SYSTEM®,VERSA-LAM®,VERSA-RIM e 1/2/12 or less final design must account for Rain-on-Snow PLUS®,VERSA-RIM®, For roof members with slope( ) g VERSA-STRANDS,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b f Fd a c a minimum=2" c=5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 Single 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Beam\Roof\RB04 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 12/12 slope Monday,October 19, 2009 09:47 Build 287 File Name: P Callagan Job Name: Description:RAFTER-DO NOT USE Address: 164 Gosnold Street Specifier: Joe Madera City, State,Zip:Hyannis, MA Designer: Fine Line Design Customer: Patrick Callaghan Company: Shepley Wood Products Code reports: ESR-1040 Misc: "---112 12 - - - - - - - - - - - - - - - - - - 12-00-00 BO,3-1/2" B1,3-1/2" LL 65 Ibs LL 135 Ibs DL 548 Ibs DL 557 Ibs SL 452 Ibs SL 573 Ibs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-00 21 25 01-00-00 2 Conc. Pt. (Ibs) Left 02-00-00 02-00-00 248 125 n/a 3 Conc. Pt. (Ibs) Right 04-00-00 04-00-00 200 523 600 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,344 ft-Ibs 54.1% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -1,208 Ibs 33.2% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U266(0.737") 67.6% 2 1 output as evidence of suitability for Live Load Defl. U486(0.404") 49.40/6 2 1 particular application.Output here based Max Defl. 0.737" 73.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 14.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 1-3/4" 1,065 Ibs n/a 23.2% Unspecified or ask questions,please call 131 Post 3-1/2"x 1-3/4" 1,265lbs n/a 27.5% Unspecified (800)232-0788 before installation. Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALCT,BC FRAMER®, - ALLJOIST@,BC RIM BOARD BCIT, Plumb Cut with Hanger to dbl.top plate 12/12 13-3/8" 12-00-00 17-09-02 BOISE GLULAM— SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Notes PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDS are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise wood Products, Design meets Code minimum (U240) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. User Notes FOR LOAD DEVELOPEMENT ONLY. Page 1 of 1 Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver:6.00.5 _By: , on: 10-30-2009: 1:11:38 PM ProjecCtAL'LAG AHAH N-Location:`CEILING BEAM This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W6x25 z 15.0'FT� Section Adequate By:,81'2%o Controlling Factor:Moment of Inertia Deflections: Dead Load: DLD= 0.15 IN Live Load: LLD= 0.26 IN=U682 Total Load: TLD= 0.41 IN=U435 Reactions(Each End): Live Load: LL-Rxn= 2700 LB Dead Load: DL-Rxn= 1538 LB Total Load: TL-Rxn= 4238 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.75 IN Beam Data: Span: L= 15.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 6.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 360 PLF Beam Self Weight: BSW= 25 PLF Beam Total Dead Load: wD= 205 PLF Total Maximum Load: wT= 565 PLF Properties for:W6x25/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 6.38 IN Web Thickness: tw= 0.32 IN Flange Width: bf= 6.08 IN Flange Thickness: tf= 0.46 IN Distance to Web Toe of Fillet: k= 0.75 IN Moment of Inertia About X-X Axis: Ix= 53.60 IN4 Section Modulus About X-X Axis: Sx= 16.80 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.66 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.68 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 19.94 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc-- 6.42 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 17.09 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/lw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 15891 FT-LB Nominal Moment Strength: Mr-- 33264 FT-LB Controlling Shear: V= 4238 LB Nominal Shear Strength- Vr= 29399 LB Moment of Inertia(Deflection): Ireq= 29.58 IN4 1= 53.60 IN4 ci J AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 CALLAGHAN RESIDENCE 164 GOSNOLD STREET HYANNIS, MA Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category................................................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) .................................................10<_12:12 Q MeanRoof Height .....................................................................(Fig 2)..................................................16 ft <_33' Q Building Width,W ..............................................................(Fig 3)................................................. 24 ft 5 80' Q BuildingLength, L ..............................................................(Fig 3)..................................................36 ft <_80' Q Building Aspect Ratio(L/V1n ...............................................(Fig 4)..................................................1.5 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)....................................................... in. N/A Bolt Spacing from endloint of plate ............................(Fig 5 12 in.<_6"—12" Q Bolt Embedment—concrete........................................(Fig 5).................................................,7 in.a 7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.z 15" N/A Plate Washer...............................................................(Fig 5)..............................................z X x Y x'/° Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)...................................................10 ft<_12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)................................................... ft 5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_d N/A FloorBracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................12 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 24"o.c. Q Wall Story Offsets ..............................................:.........(Figs 7&8)...........................................—ft <_d N/A n „ AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(fable 5)..........................................2x4-8 ft 0 in. Q Non-Loadbearing walls................................................(fable 5)........................................2x4-16 It 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).....................................:............................ Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................... ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(fable 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(fable 9)..........................................3 ft 0 in.s 11' Q Sill Plate Spans ........................................................(fable 9)..........................................3 ft 0 in.s 11, Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................3 ft 0 in.s 12' Q Sill Plate Spans...........................................................(Table 9)..........................................3 ft 0 in.<_12" N/A Full Height Studs(no.of studs)...................................(fable 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"s 6'8" Q Sheathing Type.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).......................................................30% Q 5%Additional Sheathing for Wall with Opening>68°(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening 2.....................................................................6'-8"<_6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)........................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............,........ N/A Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=303 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft s smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q CALLAGHAN RESIDENCE 164 GOSNOLD STREET HYANNIS, MA MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d vi. staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment CALLAHAN RESIDENCE 11 OAKRIDGE STREET OSTERVILLE MEETS THIS CHECKLIST IN ITS ENTIRETY, THEREFORE THE ABOVE NOTES NOT REQUIRING METAL STRAPS AND HOLD DOWNS IS APPROPRIATE. . Massachusetts uneemist ior %.UjjjpjjjjjjV_C;t/OU . -W9iEN THis F�RES7S ON FRAMING USE&i NAILS AT fibs '' fw---__—FT— ro 1'I, ! I 11 11 Q 1 m F 1� IL m IL J m n�p n IS � a I 11 1 11 11 I W ii ii SL I 11 1 r P� a Ir It w V u 11 1— i u t LI rl _i LI L LI 11 f NAILSPACING v See DaWl on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 a a ' Z „ a +Q el I1' FI1AMRiGH ' i EDGE 94TEMEDIATE z i I = W MIN.. i STAGGERED 3'MK HNL PATTERN 39 PNNIEL PANW EDGE DOUBLE NAIL EDGE SPACM WUL Detail Vertical and Horizontal Nailing for Panel Attachment � t F jy `• 1 h Wind Areas: 110 mph Wind Zone e WC Guide to Wood Construction r g _ � , pp THE ip� . �� Town of Barnstable BARNSTABLE. * Regulatory Services 9 MASS. 059. �0 Building Division Eo�, g 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r +F� Location ��'� Go>�,� I'd 3 Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �} T'ctnc�fcc 171-b '/ktn`!" kL, 55iAC. til II ii F,K Jelott s IGi^ —o mee-CAQG�. j V � ��-�� �2C�ra0vr SMa�eS t✓��-f CA�f1�C.�'�'.C-� f ye3ct Please call: 508-862=4038-for re-inspection. Inspected by r aX" f /� --- Date i ��� Page 1 of 1 Shea, Sally From: Dean Melanson [dmelanson@hyannisfire.org] Sent: Monday, June 13, 2011 11:55 AM To: Shea, Sally Subject: 164 Gosnold Street. Sally, We are all set with 164 Gosnold St. For whatever reason our inspector did not sign off on the permit when he was there on the 7th. Deputy Chief Dean L. Melanson Office 508-775-1300 Fax 508-778-6448 dmelanson@hyannisfire.org 6/13/2011 Town of Barnstable PC�M-t: 5a 33 Regulatory Services -'Datu: I *( `t Thomas F. Geiler,Director Building Division Fee: a� snar<srnat+e, Tom Perry; Building Commissioner :5rnss. 1639�,/ ` 200 Main Street, Hyannis,MA 02.601 \ �d www.lown.barnstable.ma.us Office: 508-862-40:38 Fax: S08490-6230 TOWN OF YARNSTA L, SOLID FUEL STOVE PERMIT ee Owner: Phone: A Install at.- / o Village: &h ►� t .S, Map/Parcel: �`' 3�ate: Stove A. olew/1.7sed B. Type: Radiant latin t ? 00 C. Manufacturer: Lab. No. r p e a V, D. Model No. >o'� �� 5 CIS eye A. e /Existing (I,f'existin;,please vole date of last cleaning) 1:3, Flue Size G __. �'._._. �. —_ _ _..... . ..._.. _ _ C. Are Other appliances attached to Flues D. Pre-fab I-'ype. and Manufacturer 1 . Masonry: Lined/Unlined �r ' Hearth A. Materials: o e a o o d B. Sub Floor Construction: Installer Name: Address: Phone: Location oflrisiallatiorr: 11.I.0 Registration ` Construction Supervisor 4 OR c'heclQ< Homeowner Installin o I' rise required AI'lr'I,IC:AN`I'S SIGKATURE. . AI'PRUV D BY:, Ftease make checks payahle to the Town o Brrrrra'trrble '�I his constitutes can oJfrcinl stol e permit cr�er insppr�linyl photographed, and approved 17y the BUilt'Z'TYIb IF2spr?CtCY t . Rev 103107 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigalivns { 600 Washington,Street Boston, MA 02111 fwvw rnass.,gov/dia Workers' Compensation Insurance Affidavit: Builders/Confraetors/Flee!tr-icians/Plumber-s Applicant Informati on _Please Print Legibly Hanle(Bsrsiness/0rganizatiott/itadividual): 1^ l [� «- G- Le,ti Address:__ _ a � �e `k City/State/Zip: d I vt%.e S Phone,#: - Are you an employer?Check the appropriate box: Type of project(required): — 1.❑ I am a employer with 4. ❑ 1 wn a genera(contractor and I S. ❑New earlstrtactioa employees(full and/or part-time)_ have h`r"d the sub-contractors 7,❑ I am a sole proprietor or partner listed on the attached sheet 7. emodeiing ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and Have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance.t 5. ❑ Vr't are a corporation and its 10.0 Electrical repairs or additions 3. I atn a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right 6fexemption per ivt(z], 12.0 hoof repairs insurance required.)t c. 152,§1(4),and we have no employees.[No workers' 1311 Other comp.insurance required.] *Any applicant.that chocks box#1 must also fill out the section below showing their workers'compensation policy information. t Iiomeownets who submit this affidavit indicating they arc doing all work and three 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 subcontractors and state whether or not those entities have employets. If the subcontractors have employees,they must provide their workers'comp.policy ntmtber. Iam an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurarc.e 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 geld expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine 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 statemetit maybe forwarded to the Office of leveed ations of the DIA4or insurance coverage,ve ficati . I do hereby cerhf niter psi s and a f rj elicit flee information provided above is true and correct Sipnaharr: hate O�lJ Phone#: (p -_,96 /'of 5-31 ' 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 b.Other Contact Persorti Phone#: I Town of Barnstable SINE r, Regulatory Services snRvsras>a Thomas F.Geiler,Director MASS. i63g A� Building Division oI1DY Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print V19160 Cl DATE: / s y, �jf JOB LOCATION: (0 G OS hD l/� `� 1?h S ` y rl,,L�r J� strut village .?"<HOMEOWNER": .I L /\ Ci lGl- 16— � (p a�e /2 S J name ome phone# work ph{{oon�ne�# CURRENT MAILING ADDRESS: b W 2 C_ Imo_ 12L-S 3 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 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 homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 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 equirements and that he/she will comply with said procedures and re lreme s. Signature of Hotolner Approval of Building Official 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-he 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 he/she 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 form/certification for use in your community. Q:forms:homeexempt / / Q / p, f K l r L "fie •` - ; y e des c e a � Shown with black,webbed arched door,painted black finish and black louvres 44, a" i r Shown in green porcelain enamel with 24,karat gold plated arched door and{ouvres 3aa / Model' 'r BTU ':BTU Heat,:' fi inlssions� flue Diamete �' c .-fig" @[owe , uttt Ca ant ,. Heated Time '. Size rams er �y� �r u Qpi1S/ P P Y �9 P Top Rearm ust e /r �i Output thigh burn) ,.�cuft)' fsQrft),! hours)' :i�Max) ahour) y" PPSX q / 1100 55,000 1.7 600- 7 18" 4.1 6" N/A Nb Yes Yes „ $ 42,200 1500+ CC 1100 Clearances ,Instal ,von, Corner Rear 'Sid es " / n s - KfiglewalY cht�i Tleymtmector•kamstave to _ combustibles, i tf 12° - ti - �'% With approved d wall pipe from stove to comb 2" 6 10' combustibles BTU figures may vary with individual conditions - - ,� EPA(Environmental Protection Agency)rated BTU/h with softwood test fuel(for emissions only)-no refueling 'Wolf Steel Ltd.own test results showing realistic BTU using hardwood logs with regular refueling.Heat output l differ on chimney draft as well as type,moisture content and size of wood[ TAB LE!Of ZONTE NTS; PG 2-4 INTRODUCTION 10-11 FINISHING Warranty Brick Installation General Information Ornamental Trivet Installation Care of Plated&Enamelled Parts Door and Handles Installation Care of Glass Pedestal Trim Installation 5-6 INSTALLATION Optional Ash Drawer Kit Installing the Legs 11.13 OPERATION Alcove Installation Achieving Proper Draft Stove Installation Fire Extinguishers and Smoke Detectors Chimney Connection Fuel Loading and Burn Cycle Adding Chimney Sections Flash Fire Outside Air Extended Fire Wall Pass-through Smoking 6-7 MOBILE HOME Ash Removal Procedures Venting 13-14 MAINTENANCE Outside Air Creosote Formation and Removal 7-8 FIREPLACE INSERT Runaway or Chimney Fire Prior to Installation Gasket Replacement Installation into a Masonry Fireplace Door Removal Installation into a Factory Built Fireplace 14 WOOD PILE MAINTENANCE 8-9 OPTIONAL BLOWER Stove Models 15-17 REPLACEMENTS Leg Models Insert Models Ordering Replacement Parts Replacement Parts 1101 Blower Service and Replacement 1402 Blower Service and Replacement Accessories 1150 Blower Installation 1150 Features Specifications MODE .11)0, M DEL 1150 MODEL 110 ODEL 1400, MODEL 1402 MODEL 1900 (INSERT) 1 01_,&1450 (INSERT) 1100E WIDTH 25 1/2"(65 cm) 29 3/8' (74.6 cm) 2 "(71 cm 2 1/2"(65 c ) 25 1/2"(65 cm) 25 1/2"(65 cm) DEPTH 22 112"(57 cm) 23 3/16"(58.8 cm) 27'(69 cm) "(69 cm 2 "(69 cm) 31 1/2"(80 m) DEPTH BEHIND 16 1/2 o 21"(4 to 14 2"(37 cm FLASHING I cm) FLUE CENTER- 6 1/2"(16.51 cm) 6 3/4"(17 1 cm 11"( 7.94 c ) 7 1/2' It cm) 5 1/2" 13.97 m) 7 1/ (19. cm) LINE TO REAR FLUE CENTER- 12 3/4"(32.39 cm) 14 11116"( 7. 14"( .56 ch 12 3/4" 32. 9 cm) 12 3/4" 39 cm) 12 3/ "(3 .39 cm) LINE TO SIDE cm) t I V HEIGHT PEDES- 33 1/4"(84 cm) 36 1/2"(92. m) 21 1/4 (54 m) 33 1/4" 4 cm) 21 1/4" 4 cm) 33 1 "(84 cm) TAL MODEL HEIGHT CAST 28 1/2"(72 cm) MODEL HEIGHT LEG 32"(81 cm) 1.7F(0.0 m� V32" 81 m) MODEL / � A CHAMBER 131/2x18x12" 131/2x x12 13 1/2 8x12" 1 x18x1 8x18x1 22 /2 8x12" (D.W.H) (34x46x31 cm) (34x46 1 cm (34x4 x 1 cm) (4 46x31 ) ( 6x46x31 m) (5 x46 1 cm) CAPACITY 1.7f3(0.05m3) 1.7f (0.0 m3) 2. 51`3(0.06 3) .25ft3(0.06 3) 3 Of3(0. 8 m3) APPROX.AREA 600-1500 f2 600- 500 fu 60 -150 f2 000-2000 1006 2000 1000-35 0 0 HEATED' (56-139 mz) (56 39 mz) ( -139 ') (93-186 mz) (93-186 m (93-325 z) HEAT OUTPUT 55,000 BTU 55 00 BTU ,000 BA /70,000 BTU 1 70,000 BTJ 85,000 B U (HIGH BURN)'- DURATION LOW 7 Hours 7 Hours 7 Hours 9 Hours 9 Hours 12 Hours FIRE' WEIGHT w/o 215 Ibs(97.5 kg) 80 Ibs(127 kg) 85 Ibs(83.9 kg 250'Ibs(113 kg) 250 Ibs(113 k ) 285 Ibs(129 k ) BRICKS WEIGHT OF 110 Ibs(54.4 kg) 110 Ibs(54.4 kg) 110 Ibs(54.4 kg) 145 Ibs(65 kg) 145 Ibs(65 kg) 114 Ibs(52 k BRICKS `FIGURES WILL VARY CONSIDERABLY WITH INDIVIDUAL CONDITIONS. W415-0512/D/07.16.08 WOLF STEEL LTD.ESTIMATED REALISTIC BTU/H WITH HARDWOOD LOGS AND REGULAR REFUELING. NOTE:Changes,other than editorial,are denoted by a vertical line in the margin. Buy Online Metalbestos Ultra-Temp All Fuel Class A Chimney Pipe Page 1 of 2 Metalbestos"Flat Ceiling Kit"Pre-Fab Chimney Kit [hfmnef 5*c'.rinas a.orrr EWlar . Roof FF,hA"q Mite SM,i!d RI U-11J[el", Say(:-vrc'fzi�ri. f Ce)I)nq Soip r Bi�r[k Snag-A..nck Itla<k Stu,epfp_ Platinum Series All Fuel Class A Chimney Pipe,SS Inner and Outter Wall Ideal for to use with natural draft home heating systems that burns wood,natural gas,Ip gas,and#2 oil.It has been specifically designed for today's modern high efficiency wood stoves,wood burning heaters,and for combination fuels in central heating systems.UL103 Standard for safety factory-built chimneys for residential type and building heating appliances. I http://www.chimneylinerinc.com/metalbestos_flatkit.html 11/25/2009 I 164 Gosnold St, y Hyannis 5/14/10 Wilt ste t s � r IR • .. - ...... .. -��� ,.:�¢.•-fir"1Y` 5 1J 15 Et \ Y..��, 6 e' r S i w y'yrd�F cox •�, _....� .�__ .r ,, IN i;. y r ��VVII jl I 164. GUNZ511M.9�d�St, 9 3 . ` t J ' .�y TOWN OF BARNSTABLE p 4r y B ��' . BUILDING DEPARTMENT_ -----__-HOMEOWNER-LICENSE-EXEMPTION Please print. DATE _*Z Tj JOB LOCATION Number Street Address Section Of Townra 4 "HOMEOWNER' Name Home Phone ` Work Phone-AT` tJ X PRESENT MAILING ADDRESS �z — ��c) /•tea y Town State r= r: Z p ode�off The current exemption for ."homeowners" was extended to include own `F occupied dwellings of six units or less and to allows er- x engage an individual for hire who does not possess a license, to , #r the owner acts as su ervisor. A ded that DEFINITION OF HOMEOWNER: `£ Person(s) who owns a parcel of land on which he/she resides or intends- to r� reside, on which there is, or is intended to be, a one to six family .. dwellin ' g► attached or detached structures accessory to such use and/or farm�J : ^fstzuctures. A person who constructs more than one home in a two-year e° , period: shall not be considered a homeowner. � r to .the' Buil:ding Official on a form accept able stohthe"homeowner" official submit t that he /she shall be res onsible for all such work erformedgundercthe� ��� pry bu :ldin o o g oermit� (Section 109 . 1 . 1 ) The undersigned "homeowner" assumes responsibility for compliance State Building Code and other applicable codes, by-1 regulations. aws, rules. andwith the =" The undersigned "homeowner' c Barnstable Building De rtmentrtlnims tinspection procedureshat he/she sande Town of `requirements ;HOMEOWNER'S SIGNATURE n o ` :APPROVAL OF 'BUILDING OF ICIAL r y `Note: Three family dwellings 35 , 000 cubic feet, or la required to comply with State Building Code Section 127. 0, Con struction MISC5 t'P HOME OWNER'S EXEMPTION 3 The' code states that : "Any Home Owner 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 ifk person(s) for hire to do such work, that -Home Owner engages a such Home. ' ' 'Owner shall act as supervisor. " � Many Home Owners who use this exemption are unaware that they are assuming` the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for Licensing Construction Supervisors, Section 2 . 15) . This lack of ; ,aw•arenese often results in serious problems, particularly when the Home Owner hires unlicensed persons . In this case our Board cannot proceed against the unlicensed person as it would with licensed supervisor. ;.r,The ,. V t Home Owner acting as supervisor is ultimately responsible. To 'ensure that the Home Owner is fully aware of his/her responsibilities, ` kr many communities require, as part of the permit application, that the Home °Owner certify that he/she understands the responsibilities of a supervisor On p the last page of this issue is a form currently used by several towns. `You may care to amend and adopt such a form/certification for use in .your p community. .t xs P 14 ,a s # .J iwJ i' e f .•4 1 J. 1 y f ' {{ w ..N l F ZAssessor's office(1st Floor): 10 `` Assessor's map and lot number 9 1 Conservation y ew Board of Health(3rd floor): s�sa�r�nt Sewage Permit number rya Engineering Department(3rd floor): �o,.�039. \od° House number p Y JAY►• Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2-00 P.M.only TOWN - , OF BARNSTABLE BUILDING INSPE TOR APPLICATION FOR PERMIT TO '���f�� TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies form permit ,according to the following information: Location Z� 5` G-�/LSD OzZ d � Proposed Use V//1IZ74�' �i� �L/ ������✓(/l-, Zoning District le S Fire District ql�'Axlxl I/ Name of Owner Address �� 7 C7QS�tJD Name of Builder /V� Address Name of Architect IVA, Address �— Number of Rooms /I/X FoundationGf�K Exterior / �`�" Roofing �/✓ �J �J Floors Interior '�'7 ` Heating /V Plumbing Fireplace A// , Approximate Cost Area C V► P-✓� � oa Diagram of Lot and Building with Dimensions Fee c5� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnst le regarding t abo construction. Name "Construct(nSupervisor's License dOJ4Je BODLE, JAMES A. n s i �t No 35758 Permit For REPLACE ROOF ` Single Family Dwelling Location 164 Gosnold Street - P, r' Hyannis _ Owner. James' fA Bodle Type of Construction ,,F`tame 41 J Plot { "Lot a Permit Granted { '4r i 1 91 19 ! 9 3 Date of Inspection r' 19 Date Completed In 19 y 1 4k S , Z g m m 0 ©0 rn A r 0 ©® _ � ® rz z � 3 a � i3 R a v � 3 r r r rn m rn r Z i O C7 PROJECT: m CALLAGI-fAN RESIDENCE FI�T E Ll E ARGHITEGTuRAL DE IGN V 164 GOSNOLD STREET NYANNIS,MAS 8 WEST BAY ROAD OSTERVILLE, MA 02655 - s o W ELEVATIONS PHONE: 508-420-12-9ro ~ 23'-5° 24'-00 W-40 12'-11' 4'-5° 12'-0' A A � i W J O I � lot IT � N t N D 'I= D Z IL 0 0 W 1.0 Z-j 1 1� Im rz A m r A I � J A I W IW 0 1 N I I'-10° W-59 12'-0° 12'-0° 24'-00 24'-0' v v PROJECT:m CALLAGHAN RESIDENCE FINE LINEARCHITECTUPALDESIGY, 164 GOSNOLD STREET NYANNIS,MA N 8 WEST BAY ROAD OSTERVILLE, MA 02655 s f o j W PLANS J pHONE: .508-420-1230 r � t f � i`f .f• o a n � N �p - 1 O w A r 70 1 _� _0 i n "-X o Z 0 �s EXISTING / /7'-8 1/21 gig � II- Pik A v o PROJECT: m lw m CALLAGHAN RESIDENCE FINE Ll E ARGHITEGTUFAL DESIGN q 164 GOSNOLD STREET HYANNIS,MA 8 WEST BAY ROAD 05TERVILLE, MA 02655 w SECTION PHONE: 508-420-12—qO 4 � a y 4 � t e i i tom_ t } i } Ott 1 f, ft JJf �..._.. � T.m#' r,iT�4�i;TCA ^r' " _'M �:� 4 �F d r "4. .`J i ay� `•h'"t���' _.t ...4h. ±; �� ; Z. Mlor r =1i5.t"'y. w 1± " Al o'^. :a:a`:.'°:.<.y �,•t. i, t.. � ! `ti.i♦, '" i i• V�, " .:-�. ° u"t..t# - G-ts' #-n;•' a� t 1, t,`,. ► _,T � A# F t �t csCS` b �M�.��"t�e•`:.�'_.?�T_i`:;� 4 i !rl s{ 5Yl i t k !�t � '•"'� � � l +tea « 4 L �Y✓ i 11 �� _"� � .fir• � r_ it r3Ca;d.,._ _ _.� _..-_ _. .-.._ .. ., .. «..« .. «,+++ w._ .w_...� ..ram.. .r. .. ., ., ..� . ._ ,. �-�. .. ...._.._ .... ... e•,..w ..... . .� _�a _.a.�.. .__ �,� .. _� �_. . .