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0361 PHEASANT HILL CIRCLE
d PROJECT ' NAME: VOW ADDRESS: IP f �ff t A-IV7- 44. -- PERMIT# PERMIT DATE: M/P• DD'Z -D6 2 ' LARGE ROLLED PLANS ARE IN: - A BOX Q� SLOT b -- Data entered in MAPS program on: 12Deg' BY: LVA q/wpfiles/archive R. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 002002 7 7 `:`:Application # Health Division Date Issued Conservation Division Application Fee U Planning Dept. Permit Fee' . s , Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address Village c.,o!U l 1� Owner �/QXl/LZ M1ff��' Address 400�[sr Telephone Permit Request (12(l. f y� bO/T V *X 7-� _�0_17cp)an To ?�rX t Mt-ISa2f ywl /Z X 3 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay 6 Project Valuation Construction Type Lot Size l do y -90 Lr Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .� Two Family ❑ Multi-Family (# units) Age of Existing Structure q5 Historic House: ❑Yes O'Iglo On Old King's Highway: ❑Yes Ulo Basement Type: mull ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) o Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing / new Number of Bedrooms: -3 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 9"Gas ❑ Oil ❑ Electric ❑Other Q,entral Air: V�es ❑ No Fireplaces: Existing/New Existing w000/�oal stove: ❑16s Ld'No :. �u Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: q;existing UnevFsize_ Attached garage: 8 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: :',ill -- __ 'y Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �72 w Commercial ❑Yes ❑ No If yes, site plan review# Es, -- -�- CA Current Use ProposedUse APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name '/�N/�� ��" ���� Telephone Number co q - I ' Address 3�I, ����"��5 �� �� C�� License# CC0TU I 1414 f 4 3 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO . r SIGNATURE DATE rl ' 1 FOR OFFICIAL USE ONLY '4 OhICATION# DATE ISSUED MAP/PARCEL NO, . ADDRESS. VILLAGE OWNER t ; s DATE OF INSPECTION: FRAME i INSULATION-:! FIREPLACE A ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL E GAS: ` +'`,.ROUGH FINAL s FINAL BUILDING;.€- ' k DATE CLOSED.OUT. r ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents W Office of Investigations d 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers`Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers _Applicant Information Please Print Legibly. Name(Business/Organization/Individual):� /y�I L Address: ,, �/ T 6 r i/p- City/State/Zip:e0711' �� ���r � Phone 1&�2-"I Are you an employer? Check the appropriate box: :Type of project(required):. 4. I am a general contractor and I 1.❑ I am a employer with 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. ❑Remot.deling ship and have no employees These sub-contractors have g• ❑Demolition Workingfor mein an capacity. employees and have workers' Y P tY• 9. ❑Building addition ' [No workers' comp,insurance, comp. insurance.$ required.] 5. ❑ We.are a corporation and its 10.❑-Electrical repairs or additions '3: I am a homeowner doing all work .' officers have exorcised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12,❑ Roof repairs insurance required.]t c: 152, §.1(4), and we have no employees [No workers' 13.2'Other dAk 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 anew affidavit indicating such. lContrsctors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must provide their workers'camp.policy number. I am an employer that is providing workers'compensation insurance for my employees, Below is-the policy and job site' information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and.expiration date), Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as.well as civil penalties in the form of a STOP WORK:ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coyerage'yerification ' 'do hereby c under the sins and enalties ofp the information provided above is true and correct Si ature: rr/ Date: hone#: 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 r Contact Person: Phone#: Y' 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 pro.duced�acceptable evidence of compliance with the insurance coverage required." Additionally,MGL ehapter..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-contiactor(s)name(s), address(es)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 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/license number which will be used as a reference number. In addition,an applicant that must submit multiple ermit/license 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 Mown)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proofthat 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 fo 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 call. The Department's address,telephone-and fax number:. The Commonwealth of Massachusetts Department of Industrial Accidents ' Office of Zmvestzgati _s 600 Washingtoii Street Boston, MA 0-2111 Tel. #617-727-4900 ext 406 or 1-977-N.IAS.SAFE Fax#617-727-7749 Revised 11-22-06 • wvw.mass.gQv/ilia 6 WL6 &V/ Foundation Certification in Barnstable MA Pre pored. For : Lot 47 Osprey Drive Assessor's Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone — (508) 771-7502 Fax.— (508)-771-7622 Owner: Cotuit Equitable Housing, LLC Job Number. 2005-214 'Scale 1° = 20' 02-21-2008 LOT 66 . . S s833? A LOT 48 7 5.01 V �. S11 12 1! �. ao EXISTING FOUNDATION TOP OF FOUNDATION-58.30 / 381' LOT 47 14,326f S.F. 0.33f ACRES n° 4 �0•28' R/ o zap/g Axr I"OFrygss� LOT 39 z AW 171/J 7D l�f Cr 0 X 2 �o MATTHEW �S�N o W. EDDY CIVIL y / / q No.43183 SS/ONAL ENS' e I CERTIFY THAT TO THE.BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK n�nun�urA1TP IC I^^AT M IAI OVI ATnAI TA TUC AAnAll RACAITC CLVIIARAM)J A ) IC New I r)r1ATFn 01A Ir ft.p IF 107- �ii�Y d GAG /3oc 7.S Pt ck 7777 vim L -14 w.. S oN�a 441 'PF f ; . of z� Town of Barnstable ' r� y Regalatoty Services p lARNlSTASL.E Thomas F. Geiler,Director i63� •� Building Division CEO MA't k Tom Perry, Building Commissioner 200 Main-5treef,_Hyannis,MA_02601 VrWW-to wn.b arnstab l e.rna.us Office: 509-962-403 8 Fax: 509-790-6230 HO1f-OWNER LICETSE EXEIYIPTION Please Print DATE- JOB JOB LOCATION:=& / number street • village -HOMEOWNER': �N/ >�u G�E L j _j fir- name /J borne phone# work phone CURRENT MAILING ADDRESS: �I /�y ®.0(JL etyhowa state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or Iess and to allow homeowners to engage an individual for hire who does not possess a-license,provided that the owner acts as supervisor. DEFUGnON OF HOMBOFi'h'ER P erson(s)who owns a parcel of land an which he/she resides or intends to reside, an 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 constrgcts more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Of5cial 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"asstunes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"ccrtifi=that.he/shc understands the Town of Barnstable Building Department rniri�,n,inspection procedures and requirements and that he/she will comply with said procedures and Iementa. - • Sinatz of Homeowner Approval of Building Official " Note: Three-family dwellings.cunt dniag 35,00 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOVeNER's EXE1n4I nbN -The Code states that "pay borneowner performing work for which a building pemit is required shall be exempt from the provisions of this sec6gn.(Secti6n 1D9.1.1 -Licensing of cop=urtion Supcnzsors);provided that if the homcowne engages a persons)for hire to do such work,that such Homeowner shalt act as supavisar." }deny homeowners who use this exemption are unaware that they are assuming the trsponsibilities of a supervisor(see Appendix Q, Rules&Rzgulatims for Licensing Camstruction Supavisora,Section 2.15) 'This lack of awarcnoss bftrn results in serious problems,pantieularty when the homeowner hires unlicensed persons. In,this case,our Boart cannot proceed against the unlicensed person as it wrould with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To emsuns that the hornwwner is fully aware of histherresponsbilities,many communities require,as part of the pemrit application, than the homeowner certify that heshe understands the responsibilities of a Supervisor, On the last pagc of this issue is a form currtnay used by several towns. You may care t amend and adopt such a forrrifeertifir-ation for use in your corrnnunity, Q:forrns:homccxcmpt �� �. ,•�..'Y* x`V .y..r I .':f• .�, ,�'• ,`;� „;'y_ 'Yi k y,�_ �;�.,d.4q�•t+ xa,�,.�K a y;ti #+ ':ara ri..x:gv.;�a ,. :I T)C,d 1, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 00 � Parcel CO Q. - 09:7 Application"# 0860 !_(o Health Division Date Issued " Conservation Division ,�' Application , d�,:fib ' r j { • CD Tax Collector Permit Fee Treasurer = :- Planning Dept. LAD Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address ' m Village C 0-7 d ! - Owner CO�lU PT a&dI AkE -ftI6 IAI(; L C Address 604k Q-5 CR.J-16e-VILLE 04� _ L Telephone Permit Request 7T C,0AJS7_R,61C7' A 3 5916/ROM +-rt- c ffPr u) t T1+ AA./ AVACU19-:13 I C A2 CAR".. Square feet: 1 st floor:existing proposed /3� 2nd floor:existing proposed 1175� Total new iA S Zoning District Flood Plain Groundwater Overlay coP' Project Valuation$/?), do Construction Type 4)",b FR-410E Lot Size Grandfathered: ❑Yes N o If yes, attach supporting documentation. Dwelling Type: Single Family �1/ Two Family ❑ Multi-Family(#units) Age of Existing Structure A)EV Historic House: ❑Yes �lo On Old King's Highway: ❑Yes &No Basement Type: M Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /:3 5 U Number of Baths: Full:existing new c Half:existing new / Number of Bedrooms: existing new -� Total Room Count(not including baths):existing new First Floor Room Count 7 i Heat Type and Fuel: 4Gas ❑Oil ❑ Electric ❑Other Central Air: JYes ❑ No Fireplaces: Existing New Existing wood/coakst4ve: ❑tes J No Detached garage:❑existing ❑new size TPool:❑existing ❑new size Barn:❑exgti`g ❑ne size,` Fs Attached garage:❑'existing (9 new size/V�Shed:❑existing ❑new size Other: s c? Zoning Board of Appeals AFthnrization ❑ Appeal# Recorded rya r� Commercial ❑Yes If yes, site plan review# Current Use VAG4-aiT L-6T- Proposed Use LbL/41f F-p4144iLy L97sc � BUILDER INFORMATION Name 6 M'15 l)SE 801LbIP6, / G Telephone Number Address $bKq5License# GENTfA�4L--6 _ /14 026 3,;'— Home Improvement Contractor# Worker's Compensation# U)CC'00'9 3 1,O6 0 /0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 57)b1d14 L Eli L SIGNATUR DATE / D FOR OFFICIAL USE ONLY ' 'Gs APPLICATION# {'DXTE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER •� r DATE OF INSPECTION- Ids ��T/oQ FOUNDATION j%'T�V �Gt� - S A«� eorr�c-� FRAME � Z/n r2 o Ric ,Q Sc c0 /*Cl C ockiNl� INSULATION RJAJS bk FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL �,. GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT. ASSOCIATION PLAN NO. 5rq r n Affidavit of Substantial Financial Interest 1, R 11A' T —once y of ,4Y6/AP— 13U/l..A/,(/G. .///C on oath depose and state as follows: 1. a n applicant for a building permit for the property located at Map OQ� , Parcel DOd 4 The address of the property is36 l �PIIFA54AIT l,�ILL Celt CO U/7 2. 1 have 70 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. `3. Within in the last twelve months from today's date, which is /(� D , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address ,J0#k1 itigliINEY ®Lai 1-?4dxw-,57e1gb b/Z 114/K5 jdx/5 /Lt !LLS 4. Within the last twelve months, from today s date, which is 1116d d C I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this 44ay ofC/a/�dA , 200 ' l 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT Town of Barnstable. Regulatory Services BA STABLE, • y Mss. $ Thomas F. Geller,Director e Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 vwrw.town.barnstable.ma.us Office: 508-862-4038 Fax: 50$-790-6230 Property Owne* r Must Complete and Sign This Section If Using ABuilder I, -3 !AAJ'-T �� , as Owner of the subject property herebyauthorize Mgp WIL�/f(/� , /AI to act on my behalf, in all matters relative to.work authorized by this building permit application for: 3 6/ ?&7754,U7 )//LL OeCLC 47Ul`7- (Address of Job) / ka a Signature o Owner Date Ale Nnt Name Q TOP NIS:OWNERPERMISSION r TempparcelEdit Page 1 of 1 r I..ogged in As: Thursday,January 17 2008 Frank Schlegel New Parcel ,application Center Road System Reports Road System The record has been updated. New Parcel Detail New Mapparcel: 002 002 047 Street Number: 361 Unit: Dev Lot LOT 47 Road Name: JPHEASANT HILL CIRCLE T/R (.7 sec. Road: JOSPREY DRIVE Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: 1/16/2008 3:13:39 PM Updated: 1/16/2008 9 17 23 PM Updates.; Delete AddAnother .,,. http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=504 1/17/2008 i The Commonwealth of Massachusetts p Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' www.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers _Applicant Information .Please Print Let~ibly Name(Business/Organizationdndividual): . �T 10)1V Q., Address: pc) : City/State/Zip: XAf—IjF2�f--CF AM d 2vl 3el Phone.#: -7'7/ ` !b 11(6 Are you an employer?Check the appropriate box: :Type of project(required):. 1,❑ I am a employer with . 4. aI am a general contractor and I 6. Now 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• []Demolition employees and have workers' working for me in any capacity. 9. ❑Building addition [No workers' comp,insurance comp,insurance,#' required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work . officers have exercised their l l.❑Plumbing repairs or additions ' myself.[No workers'comp. right of exemption per MGL 12.[]Roof repairs insurance,required.]t c. 152, §1(4),and we have no 13.❑Other_ employees. [No workers comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit.a new affidavit indicating such, . ?Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must providb their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.thepolicy and job site information. Insurance Company Name: i09 Policy#or Self-ins.Lic.M W Cf D0 73'10 Expiration Date: `` � Job Site Address: D SP�7 •�2 CO T city/State/Zip: OZ6 �31 . 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 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 statement maybe forwarded to the Office of Investif;ations of the bIA for insurance coverage verification. ' -- X do hereby certify under the pains•and penalties ofperjury that the Information provided above is true and correct. Si afore: / Date i �•Y �� _ Phone# Official us7only. Do not write In this area, to be.completed by,city or town official City or Town, ' Termit/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#: r iBayside,Building Inc. Certificates of insurance Bayside Building Inc 1/9/08 Certificates of Insurance Sub Contractor General Liability Workers Comp Accurate elevator 8/11/05 8/11/06 6/4/05 6/4/07 Elevators Airtech 1 1/24/04 11/24/08 9/19/04 1 1/24/08 Custom Copper Roofing and All Cape Garage Door 6/1/04 6/1/08 6/I/04 6/1/08 o Garage doors Aluminum Products of Cape 8/15/04 8/15/08 8/15/04 8/15/08 Storms, screens,gutters American Floors 3/4/04 3/4/08 8/31/06 8/31/07 Oak,floor installation and Arne Excavating&Paving 7/14/04 7/30/08 Umb7/30/0 WC Excavation 7/30/06 5/9/08 ASAP Engineering&Design 8/31/06 8/31/07 1/15/06 1/15/08 Engineers ATC Ceiling Systems 8/8/04 8/8/05 10/3/04 10/3/05 Suspended ceilings Atlantic Landscaping Averinos,Anthony 7/20/04 4/6/08 7/25/04 7/25/07 Tile Installation Avix,LLC 7/29/06 7/29/08 7/29/06 7/29/08 Audio/Video Baltic Security 5/6/04 5/6/08 Has exemption from Alarin Installation state for worker's comp Baxter, Inc. 8/1/04 8/1/08 10/6/04 3/29/08 Frame Labor ----------'---- Barnstable Land Design 4/30/05 4/30/07 7/17/05 7/17/0.7 Barnstable Roofing&Siding, 5/12/06 5/12/0 5/4/06 5/4/07 Roofing Baxter Nye Engineering& 8/11/05 8/11/08 8/20/04 8/20/08 Engineers Bayside Electrical Contr. 10/5/04 10/5/07 8/18/04 8/18/07 Etiectrician Berggren Building,Lars 10/14/06 10/14/08 12/31/06 12/31/07 Copper Fabrication Bortolotti Construction 3/7/04 3/7/08 3/7/04 3/7/08 Fill, loam provider Boston Closet Co 11/16/04 1 1/16/0 11/16/04 11/16/07 Custom Closet Installation Bracken Engineering,Inc. 6/5/06 6/5/0 6/6/06 6/6/08 Engineers -------------___._._-- --._ -._ Browning Excavators, Inc. 3/3/06 3/3/08 3/10/06 3/10/08 Excavation ------ ---- -'- _ . .. _._ BSC Group 1/l/07 1/l/0 1/l/07 1/l/09 Engineers Budden,Robert W. 1/1105 1/1/08 2/20/04 2/15/08 Oak,flooring Installation :1 Bayside Building Inc. Certificates of Insurance Campbell,William 8/26/04 8/26/08 7/13/04 7/13/07 Painter Cape Cod Closet Systems, 6/30/04 6/30/07 6/30/04 6/30/07 Closet Design&Installation Cape Golf Construction 4/22/05 4/22/07 4/11/05 3/7/08 Cape Cod Marble&Granite 7/1/05 7/1/08 8/16/05 8/16/08 Marble&Granite Carpet Barn Inc 1/1/06 5/1/08 111105 1/l/08 Cat-pets Catalano Architects PC 4/15/08 5/21/08 Architects Central Vacuum House 12/1/05 12/1/07 12/31/05 12/31/07 Div of EF Winslow Plumb& Central Vacuum Chaves,Robert 8/13/04 8/13/08 12/17/04 12/17/08 Electrician Clancy,John 7/1/04 7/1/07 10/1/04 10/1/07 Mason Contractor Coastal N Counters Inc 7/15/04 7/15/07 7/15/04 5/1/07 Countertops Concrete Cuts&Coring 6/7/06 6/7/08 _ 10/6/_06 10/7/07_ Concrete Cuts&Coring Cook,Robert J. Interior Trinr Anthony Arede DBA 3/10/06 3/10/08 3/17/06 8/24/07 Cornerstone Masonry Mason Contractor _._-•- Coy's Brook,Inc 4/24/04 4/24/07 9/21/04 4/24/07 Landscape Christopher Costa Inc. 0/22/05 1/22/07 2/3/05 2/3/08 Engineers Creswell Construction Co. Inc. 5/19/04 5/19/07 4/31/2004 4/19/07 Siding Cunningham Construction 4/8/06 4/8/06 Dartmouth Pools&Spas 1/1/05 1/l/08 111105 I/l/08 Pools and spas Davids Building&Remodel 1/1105 1/1/08 6/14/04 6/I4/08 Interior trim Drew Electric,Inc. 1/21/04 8/28/07 8/28/04 8/28/07 Electric Fisher HVAC ' 12/30/05 12/30/07 1015105 10/5/07 Heating D.P.Fuccilio Construction Inc. 10/20/08 10/23/08 GAF Engineering 9/1/04 9/1/08 7/22/04 7/22/08 engineering Gardner Concrete Forms 4/4/2006 4/4/2008 5/1/2006 6/1/2008 Foundations Gardner Concrete Construction 4/1/06 4/1/08 4/1/06 4/1/08 Foundations Gemme,John 8/5/07 8/5/08 1 1/17/07 1 1/17/08 Tile Govoni Land Services 5/31/04 5/31/0 7/4/04 9/20/07 LLandearinPro 11/7/05 1 1/7/07 1 1/7/05 11/7/07 Bayside Building Inc. Certificates of Insurance Hill Construction 4/29/04 4/29/08 8/14/04 8/14/08 Framer Imedia 5/2/07 5/2/08 5/2/07 5/2/08 Computer Installation&Re air In Place/DM Design 1/20/04 1/20/08 2/18/04 2/18/08 Kitchen and Bath Design J&J Concrete 7/13/04 7/13/08 111105 1/I/08 Foundations J&J Tile/Joseph Alonzo 9/25/05 9/25/07 10/4/05 10/4/06 Tile JAG Cleaning Corp, 5/7/04 4/2/08 8/25/04 5/15/08 M&M Cleaning Cleaning James Construction 7/11/04 7/11/06 115105 1/5/06 Interior Trint Johnson,Steven dba SMJ 4/25/04 4/25/08 4/25/04 . 4/30/08 Framer Joyce Landscaping 11/15/04 1 1/15/08 11/15/05 4/7/08 Landscape Contractor Just Us Country Furnishings 5/23/05 5/23/07 10/24/04 10/24/07 Interior Trim/Built Ins r Kitchen Appliance Mart and 8/12/04 8/12/08 111105 1/l/08 Appliances Kitchen Creations 3/30/04 3/30/07 1/22/04 3/8/07 Cabinets L&M Glass Co,Inc 5/I/04 5/l/08 5/I/04 5/1/08 Mirrors, shower doors Lauder,Jeffrey R. 12/9/04 12/9/07 Bobcat James W.LaVallee 6/l/06 6/l/08 6/13/06 6/13/07 Floorin _ - Lawrence Ready Mix 12/31/04 1/1/07 7/I/05 7/I/07 Concrete Suppliers MacDonald Concrete Finishing 1/9/04 1/9/08 4/7/04 4/7/07 Cellar/ ara e oors MAP Insulation Co,Inc 3/I/04 10/l/08 8/l/04 10/1/08 American Building Systems Umbrella Insulation 3/1/04 10/1/07 Maguire.James 10/4/07 10/4/08 10/4/07 10/4/08 McGuires Construction Co. 1/27/07 1/27/08 Meagher Construction 6/19/04 9/2/07 6/23/04 6/23/07 Framer Meriam Backhoe Service 5/7/06 5/7/07 Backhoe Merrick Engineering 6/30/04 6/30/08 4/4/04 4/4/08 Engineering Morse,Richard W.Sr. 3/10/05 3/10/08 7/30/04 10/11/07 Cellar/Gara e oors Northern Sealcoating Inc 7/l/04 10/1/08 4/1/04 4/1/08 Driveways(paving) Northside Design/Gordon Clark 1/15/07 1/15/08 11/30/06 11/30/07 Architect Omni Environmental Systems 1/22/05 1/22/08 2/21/04 2/21/07 Septic Desi n/Testin M K Pasic Plumbing&Heating 10/1/06 10/1/08 10/l/06 10/1/08 Plumbin /Heatin ' Bayside Building Inc. Certificates of Insurance Pride Flooring 6/13/04 6/13/08 6/15/04 6/15/08 Oak Floor Installation Pro Fence 3/26/04 3/26/08 3/26/04 3/26/08 Custom Fencing R&H Construction,Inc 2/15/04 12/21/07 12/21/04 12/21/07 Excavation Race Framing 11/l/04 7/30/06 8/6/04 8/6/06 Framer Reed,Mel 7/21/04 7/21/08 7/21/04 7/21/08 Sheetrock Lawrence Robinson Masonry 9/6/08 Michael Rolfe Construction 7/11/07 7/11/08 1 1/13/06 1 1/13/07 Ryder&Wilcox Inc 11/22/04 11/22/08 11/22/04 11/22/08 Engineering Scannell, D.A.Well Drilling 9/12/04 9/12/07 9/20/04 9/20/07 Wells Shaw Woodworking 4/19/05 4/19/08 2/24/05 2/24/08 Interior Trim Shorey Mfg. 12/1/06 12/1/0 12/1/06 12/l/07 Snow's Plumbing and Heating 9/30/05 9/30/08 9/30/05 12/29/07 Plumbin /Hearin /Gas logs Stewart Painting 7/29/04 9/13/0 7/15/04 7/15/08 Painting/Power washing Taylor Made Flooring 7/22/07 7/22/08 11/11/06 11/11/08 Flooring Terra Nova Marble&Granite 7/1/04 7/1/07 7/1/04 7/l/07 Granite counters Tibbetts Engineering 12/31/05 12/31/07 6/30/05 6/3/08 Engineers Triple Crown/Fitz Construc 7/30/04 7/30/08 12/12/04 12/12/07 Interior trim Villani Construction,Inc. 4/1.2/07 4/12/0.8 4/1/07 4/1/08 Weller&Assoc 8/15/04 8/15/07 none Engineers Whiteley,W.Vernon 10/l/04 10/1/08 10/3/04 10/3/08 Plumbing&heating a r %�n l<'n»tfnr+nrirra�/� r��. llrrlJur•�rier•//d - I BOARD Uf BUILDING REGULA11011S t License: CUIJS I RUGI IUN SUPERVISUR "tr Number. CS OU5645 r Bhlhdale: 04119/1956 Explies: U4/19/2UU0 lr.nu: 21760 -- Restricted: UU BRIAN T UACEY t, 130 BOX 95 GEN I ERVILLE, MA 02632 (�mudsslorrer r REScheck Software Version 4.1.3 Compliance Certificate Project Title: NEW CONSTRUCTION Report Date:01 woia Data filename:C:\Program Files\CheddREScheck\BAYSIDE COTUIT CAPE.rck . Energy Code: 2000 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: " r CCqO�TUIT MEADOWS BAYSIDE BUILDING,INC SIB l ITMfA-56a% t1 I L_L C2 L Compliance:l5A%Better Than Code Maximum UA:351 Your UA:297 Gross Cavity Cont. Glazing LIA Assembly Area . D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1345 30.0 0.0 47 Wall 1:Wood Frame,24"o.c. F'2028 19.0 0.0 105 Window 1:Wood Frame:Double Pane with Low-E 160 0.340 54 Door 1:Solid 42 0.280 12 Door 2:Glass 42 r 0.380 16 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1345 19.0 0.0 63 Furnace 1:Forced Hot Air78 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date i REScheck Software Version 4.1.3 Inspection Checklist Date:01/15/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-F,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor.0.380 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5 clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm4n-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-6,5. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 0 The HVAC system provides a means for balancing air and water systems. y Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. . [) Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems:. Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.. Y Table 1:Minimum Insulatidn Thickness for Circulating Hot Water Pipes . Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25 1.5"to 2.0" Over 2" Temperature ff) 170-180 0.5 1.0 1.5 2.0' 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.6 1.0 . Table 2:Minimum Insulation Thickness for HVAC Pipes Piping System Types Fluid Temp. Insulation Thickness in Inches by Pipe Sizes p g YP Range( F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any to 1.0 1.5 2.0 Cooling Systems s Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 .1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Uniformly Loaded Floor Beam(2000 International Building Code(97 NDS)]Ver: 6.00.5 By: , on: 01-12-2008: 12:00:18 AM Project: BAYSIDE COTUIT-Location: 1131-MAIN GIRT UNDER MASTER BEDROOM Summary: This analysis was generated by an evaluation version of StruCalc 6.0 ( 3)1.75 IN x 9.5 IN x 7.0 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By: 78.9% Controlling Factor: Section Modulus/Depth Required 7.7 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.08 IN=U1080 Total Load: TLD= 0.12 IN= U676 Reactions(Each End): Live Load: LL-Rxn= 3780 LB Dead Load: DL-Rxn= 2260 LB Total Load: TL-Rxn= 6040 LB Bearing Length Required(Beam only, support capacity not checked): BL= 1.28 IN Beam Data: Span: L= 7.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1= 90.0 PSF Floor Dead Load-Side One: DL1= 40.0 PSF Tributary Width-Side One: TW1= 6.5 FT Floor Live Load-Side Two: LL2= 90.0 PSF Floor Dead Load-Side Two: DL2= 40.0 PSF Tributary Width-Side Two: TW2= 5.5 FT Live Load Duration Factor: Cd= 1.00 Wail Load: WALL= 150 PLF Beam Loading: Beam Total Live Load: wL= 1080 PLF Beam Self Weight: BSW= 16 PLF Beam Total Dead Load: wD= 646 PLF Total Maximum Load: wT= 1726 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc�_perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2874 PSI Adjustment Factors: Cd=1.00 Cf=1.03 FV: Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 10569 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 4711 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 44.14 IN3 S= 78.97 IN3 Area(Shear): Areq= 24.79, IN2 A= 49.88 IN2 Moment of Inertia(Deflection): Ireq= 199.73 IN4 1= 375.10 IN4 XXAA OF Mgss�� v� yGs Q o� RICH ARD F v BERTFtA� ► � V g'fFUCTURAL Cn ► ► a. NO.2Bd94 Uniformly Loaded Floor Beam[2000 International Buildinq Code(97 NDS)]Ver. 6.00.5 By: on: 01-12-2008 : 12:00:10 AM Project: BAYSIDE COTUIT-Location: 1131-MAIN GIRT UNDER MASTER BEDROOM Summary: This analysis was generated by an evaluation version of StruCalc 6.0 ( 3 ) 1.75 IN x 9.5 IN x 7.0 FT /Versa-Lain 2800 Fb DF-Boise Cascade Section Adequate By: 78.9% Controllinq Factor: Section Modulus/Depth Required 7.7 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.08 IN= U1080 Total Load: TLD= 0.12 IN=U676 Reactions(Each End): Live Load: LL-Rxn= 3780 LB Dead Load: DL-Rxn= 2260 LB Total Load: TL-Rxn= 6040 LB Bearing Length Required(Beam only, support capacity not checked): BL= 1.28- IN Beam Data: Span: L= 7.0 FT Unbraced Lenqth-top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 360 Floor Loadinq: Floor Live Load-Side One: LL1= 90.0 PSF Floor Dead Load-Side One: DL1= 40.0 PSF Tributary Width-Side One: TW1= 6.5 FT Floor Live Load-Side Two: LL2= 90.0 PSF Floor Dead Load-Side Two: DL2= 40.0 PSF Tributary Width-Side Two: TW2= 5.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 150 PLF Beam Loadinq: Beam Total Live Load: wL= 1080 : PLF Beam Self Weiqht: BSW= 16 PLF ` Beam Totai Dead Load: wD= 646 PLF Total Maximum Load: wT= 1726 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bendinq Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 2874 PSI Adjustment Factors: Cd=1:00 Cf=1.03 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 10569 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 4711 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 44.14 IN3 S= 78.97 IN3 Area(Shear): Areq= 24.79 IN2 Moment of Inertia(Deflection): A:; 49.88 IN2 Ireq= 199.73 IN4 1= 375.10 IN4 OF MASSq��♦ e �P yG♦ PY - 1RP cn O S1RUCj A 89L ♦J No.29 4 O j'op h'FG 15 ��v� ►�FFSSIQNP�-�C I�J-A 2a®- Uniformly Loaded Floor Beamt 2000 International Building Code(97 NDS)]Ver: 6.00.5 By: on: 01-12-2008: 11:58:15 AM Project: BAYSIDE COTUIT-Location: 1 B2-MAIN GIRT UNDER LIVING Summary: This analysis was generated by an evaluation version of StruCalc 6.0 ( 3) 1.75 IN x 9.5 IN x 10.0 FT /Versa-Lam 2800 Fb DF,Boise Cascade Section Adequate By: 41.5% Controlling Factor: Moment of Inertia/Depth Required 8.46 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.17 IN=U715 Total Load: TLD= 0.24 IN=U509 Reactions(Each End): Live Load: LL-Rxn= 2800 LB Dead Load: DL-Rxn= 1128 LB Total Load: TL-Rxn= 3928 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.83 IN Beam Data: Span: L= 10.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1= . 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.5 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side,Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.5 FT Live Load Duration Factor: Cd 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: - wL= 560 PLF Beam Self Weight: BSW= 16 PLF Beam Total Dead Load: wD= 226 PLF Total Maximum Load: wT= 786 PLF Properties For: Versa-Lam 2800 Fb DF-Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI. Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties - Fb'(Tension): Fb'= 2874 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment M= 9820 FT-LB 5.0 ft from left support 'Critical moment created by combining all dead and live loads. Controlling Shear: V= 3378 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 41.01 IN3 S= 78.97 IN3 Area(Shear): Areq= ' 17.78 IN2 A= 49.88 IN2 Moment of Inertia(Deflection): Ireq= 265.09 IN4 1= 375.1Q IN4 ►•®°A®® Of MAS,6 o �P yG BHSHP D �� CO) SIR 8.4 ► �O � FGIS���C,`i ► FSSIONP\- �y • F1oor Joist[2DOO International Suild;ncg Code(97 NDS) i Ver:'6.00.81 Bw Richard Bertrand. R HARD J. BER1"RAND,P,E, on:01.12-2008.:5:23,21 PPS Proiect:,BAY SIDE.COTUIT_.L€cation: 1 11 Longest First Floor Joist Tip. 3AI€I Summary: - 'SERIES A,JS 2019Z-Boise Cascade x 14.0 FT 0 16 C:C, Section Adeauate By: .311/o Controlling,Factor: f.11010raole.De€Iectlon. ' I-iloists.wefe desimed for simple spans,usir:q the.oist rrEanufacturers published values. if fhe design does not match the actual icist loadirto or span conditions if,any way, Mntact the icist Inatloufactumr foi design venfic tiorE. Joist Span Deflections: Dean L.vad: DLO-Center- -0 09 IN Live*Load:, LLD-Ceriter- 0,23 IN= U719 Total Load- TLD-Center= 0.32 IN=U523 :Joist Span Leis rind Reactions uPPon A,: Live LAad: LL-•Rxn--A= '373 L.B Dead Load: DL,-Rxn--A= 140 LB Total Load: TL-Rx.n-A= 513 LB Bearinq Leh th Re uired(Beam only,step port Capacity not eheckcetij: 1.75 IN I ,foist Span;Right End Reactions(Sup or.,M: Live Load: LL-Rxn-B- 373 LB Beast Load: DL.Rxn-B�- 140 L€3 Total Load: TL.•Rxrt••8= 513 LB Bearing Length Required{warn only. support capacity not checked)* SL_),=. 1.75 IN Joist Data: 4oist Span Length: L2- 14.0 FT Floor sheathing applied to top of* ists-ts p of joists fully beaces, Live Load Duration Factor. Ctd 1,00 Live Load Deflect. Cr;teria: U 480 Total Load Deflect,Criteria;: Lf 360 .Joist.Span Loading: Uniform Floor Loading: Live Loan: LL-'2= 40.0 QSF Dead Load: DL-2= 15.0 PSF Total Load: TL-21# fi5.0 PSF Total Load Adiusted for Joist Soacina. u T-2m 73 PI_F Properties For: SERIFS AJS 20 l 9.5••Boise Casoade Depth: D- 9.5 IN Mon ent Capacity: h1r. p- 3397 FT L8 Shear Capacity:. Vcap= 6160 LB Bi' El= 220000000 LB-IN2 Errs)Reaction Capacity =•trap= 1944 LB Comparisons With ReOuired Sections. Controlling,Moment: Jvf- 1797 FT-4.8. Adiusted Moment Capacity- Mcap-adi= 3397 FT-LB Contrs llinq Shear. y- 462 LS Adiusted Shear Capacity: Vcip-adl= 1160 LB El Required: Fl-reo= 151443200 L13-IN2 El: Bl= 226060000 LB-IN2 Maximum End Reaction: Rmax= 513 LB Adjusted.Reaction Capacity: R p-adj- 1144 LS Floor Jristl'2c000 International.Bui dinrl Cade(97 NOS)I Ver:6,00.81 evt Ridiard Bortrand,R€CHARD✓J. BEkTRAING; P.E- art:01-12-2,008:5:21:10 PM f"„r�;s-.i.f. �T''aS'.7i�� .S.urnrr!ary 1,5 IN x 93 25 IN x 414,0 FT A) 16 O-C,1#2 Spruce-Fine-Fir-Ory Use Section Adeouate 8y:2.0% Controlli:tisl Faclor: -Nonzero;of Inertia/Depth Required 9,19 In Center Span Detxectir. w, Dean.Lead.' 13t_D :enter- 0.12 IN Live Load: i_1..;-CertPr- 0,33 IN= U505 T'utal Load: TLD-Center=- 0.46 IN=t 1367 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 373 LB Dead Load: T�L-Rxn-A» 140 LB Total.Load: rL-Rxn�A= 51.3 Ewt3 Bearing Lenqth Required(Bear?oriiv, support rapari�'not checked): BL-A= 0.61 IN Center Span Right;find Reactions(Support B): Live Load: LL-Rxn-B= 373 LB Dead Loam: DL-Rxn-B= 140 LB Total Load: '7 L-Rxn-B= 5.13 LB Bearing Length Required(Bearn on es;support capaci'Y not checked').- BL-8= 0.81. IN ,foist Data: Center Sparc Le atth: L2= 14.0' FT Floor sheathing a0l)iied to t0p o'jr sts..top of joists fully braced ' Live Load Duration Factor: C& Live Load Deflect.Criteria: U 480 "otal Load Deflect-Criteria; l 1 360 Center Sparc Loading, Uniform I•l*or I-oading: Lave Broad: LL-2= 40..0 PSF rpead Load: DL-2= 15.0 PSI° Total Load Ad'it:sted for Joist.Spacing: W T.2n 73 PLF Properties For:#2-Spruce-Pima-Fir Bendinq Stress: Fb= $75 PSI Shear Stress: Fv= 70 PSI l oduius of Elasticity: E= 1400000 P.S€. Stress Perpendiruilar to Brain Fc-perp= 425 PSI Adjusted Properties I ti`i.f'ertsiort3: Fb'=, 1107_ PSI. Adjustment Factors.:Cd=1.s30+Cf=1.10 Cr--115 Adiushnient Factors:Cdw'l.CC; '0 PSI Design-Rectuirements: Controlling Moment: Mw 17.07 FT•LB 7.0 Ft from left support of span 2 j'Cen-te:,Spar, 'Critical moment created by combWnq all dead loads and five toads on span(s)2 Controllinq Shear: V= 462 LB At a distance d#coat doh!supoork of scan 2{Center Span' Critical shear created by combining all dead loads and.lNe loads on span(s)2 Comparisons Wi h Rewired Sect ors: Section Modulus(Mdment): Sreq= 19.48 IN3 21.3� W3 Area:{Shearx: Areq= 9.90 IN2. A=. 13.88 IN2 Moment of Inertia(Dellectioin): Ireq= 97,00 IN4 l= 95.93 IN4 �fiA sty ' -1 :«^'• ' W I llm 7 Checklist WindSpeed (3-second gust)`....................................................................:............,... . ...............110 mph WindExposure Category........................::...............................................................................................B ✓ Number of Stories ............ ...:....:..................................... (Figure 2)............... stories 5 2 stories Roof Pitch . .... . ................. .................................. (Figure 19) ..... . ................. < 12:12 Mean Roof Height .............................................................. (Figure 2)................................... 19 ft. 5 33' BuildingWidth,W ............................................................... (Figure 4).................................. 5 80' Building Length, L ..................... ..................:::....................... (Figure 4).......................: � 5 80' ✓ Building Aspect Ratio(L/V1n ................................:.........:.... (Figure 4)................I:.j....... . 3.0:1 ✓ L3, F rb,s�6s,,MJ C GNNECTMN I6 I.So Pam, a� General compliance with framing connections?.................. (Table 2)......................................................... Type of Foundation........... ............. (Figure 5)................................. O►*mewf- Foundation Anchorage , Proprietary Connectors Uplift. . . . . ............................................... (Table 3)`....................................U l57 p1f Lateral...................:.... ...... able 3 v Shear.............:......:. able 3 = 5/8 Anchor Bolts Bolt Spacing ....................... able 4 OI�C $ ✓(T ). .............� ............... Bolt Embedment ....................................... (Figure 5)...................................... I in. ✓ Washer Size......... ..............:................................. (Figure 5) ........... 3 in.xj in.x in.thick ✓ .1 FLOORS Floor framing member spans checked? (IRC or WFCIVn .......... Maximum Floor Opening Dimension .... (Figure 6) . .� <_ 12' 17 ....... .................... ................. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall........... (Figure 7 5 Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shea_rwall............... (Figure 8 �LPr..., ft. <_d . ........ .... oc Floor Bracing at Endwalls...................................................... (Figure 9) ..... ..... Floor Sheathing Type.......................................:....:.......:..:.. (IRC or WFC1Vn........................... 0 __V Floor Sheathing Thickness................:...........:......:.............. (IRC or W,FCN/)....................................N in. V Floor SheathingFastening .... .............. able 2 ................ ...:...:............: `�9............................. R } .. C.. �Dt� Wall Height Fi �- ft. 5 10' Loadbearing Walls............:......:..................:.:............ (Figure 10)..........:t Non-Loadbearing Walls .....................:......... . (Figure 10)..................... ....�g4 ft. <_20' Wall Stud Spacing ✓ P 9.............................................. ......... . (Figure 10)..........................�m.<24"o.c. r Wall Story Offsets (Figures 7-8 in. d • o�R. Wood Studs / LoadbearingWalls - V/ ................................................... (Table 5).....................9' ft. m. Non-Loadbearing Walls .................................................. (Table 5)..................... ft. in. u pp 110 MPH EXPOSURE 61 Bracing Gable End Walls WSP Attic Floor Length..................................................(Figure 11)...............................—ft. >_W/3' Gypsum Ceiling Length.................................................. (Figure 11)............................._ft. >_0.9W Double Top Plate Splice Length .....(Figure 13) Z ft. Splice Connection(no.of 16d common nails) ..............(Table 6).:................................................4 Loadbearing Wall Connections Uplift. (proprietary connectors ......U = Iz3 ^� P (P P ry )............_:._.._...................(Table 7) ................_..........,... lb. Lateral (no. of 16d common nails) .......................:........ (Table 7)........:..........a............................ Z �_ Non-Loadbearing Wall Connections Uplift. (proprietary connectors)..........:..::...: ....(Table 8) U =.q lb. ✓ ................ ..................................... Lateral(no. of 16d common nails) ................................(Table 8)...................................4............ . Wall Openings Header Spans............ (Table 9)................NO.S...—ft.—in._<11' Sill Plate Spans........:. ........................... ........:......(Table 9) ................14((—_ft.-in. 512' Full Height Studs(no.of studs)..........................`........:.(Table 9) ................................................ Connections at each end of header or sill 1:�Icrll7Zl: 6-7 Uplift. (proprietary connectors)................................(Table 9)..............................................11 Ib. Lateral (proprietary connectors) .............................(Table 9).............................................462?4b. Wall Sheathing Minimum Building Dimension, W Sheathing Type................:.................................:....(Table 10).................................I........ CDX PuY Edge Nail Spacing.......................... ....(Table 10) in. ✓ Field-Nail Spacing..................................................... Table 10 .............................:.........'.. �in. Shear Connection (no.of 16d common nails) (Table 10) ......3�fT ........ ............................... Hold Down Capacity...... .......:...: - :....:.... Table 10 �j.°tDDlb. ✓ ............. ...( )...................................... Percent Full-Height Sheathing......:.:.................... (Table 10) ......................................::... % ✓ -Maximum Building Dimension,•L Sheathing Type......................................................(Table 11) .......................................... CA C t'�Y Edge Nail Spacing ............. (Table 11) ......................................... in. Field Nail Spacing.....:..............................................(Table 11) ......................................... 7,-in. ✓ Shear Connection (no.of 16d common nails)........ (Table 11).................................................a�T Hold Down Capacity...............................................(Table 11)..........................................r$oolb. Percent Full-Height Sheathing................................ (Table 11) Wall Cladding Ratedfor Wind Speed?......................................................................................................................... 5 `f ROOFS Roof framing member spans checked?............................... (IRC or WFC"......................... .................... `/ RoofOverhang...................................................................(Figure 19)......................... ft.<_2'or U3 Truss, I-Joist, or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift ..............(Table 12) _ Lateral.............................. ........ . .......................... (Table 12).....................................L= lb. (Table 12) ...S= .r lb. ✓ ' Shear....................................................................... ........ ................. Ridge Strap Connections—Tension ...... ..... .........:..(Table 13) ........ ...... ..T= If . P Gable Rafter Outlooker......................................................_(Figure 20):..............L' �'`ft. ft.<2'or U2 Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. .....(Table 14)...............I`�l(k� ...U = lb. .(Table 14) Lateral....:.........................................:........ � = -14 Roof Sheathing Type ..(IRC or WFC. ..................... .,e Du EL, ✓ Roof Sheathing Thickness....................... ........................................ in._3/8'.ws Roof Sheathing Fastening ....... ........(Table 2) ...................... �7-.....> t 9 9. ............. .... ✓ �P llo z Town of Barnstable Regulatory Services TOWN OF BARINS ABLE Thomas F.Geiler,Director Building Division 7911 '` 11 R'l 3: 55 �►as. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us DIVISION Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 03 (P FEE: $ SHED REGISTRATION 200 square feet or less I Cz (6/7- Location of shed(address) Village Property owner's name Telephone number Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? A/ Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 5:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FO -I PANIED BY A PLOT PLAN Q-foris-shedreg REV:05201 Foundation Certification in Barnstable MA Prepared. For : Lot 47 Osprey Drive Assessor's Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Mop Zone: C. Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone — (508) 771-7502 Fox — (508)-771-7622 Owner: Cotult Equitable Housing, LLC Job Number. 2005-214 Scale 1" = 20' 02-21-2008 LOT 66 I S8. LOT 48 ,• LJ � w 2.0 EXISTING FOUNDATION TOP OF FOUNDATION-58.30 / LOT 47 14,326f S.F. 0.33t ACRES n° Al W. 04 l� ct 4 0.28- 0 `SN OF LOT 39 MATTHEWW. CSGN EDDY CIVIL y No.43183 0 a+srea�` ASS/0 AL ENG\ I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK a niunr.mAirn in In^AT r% 1K1 or1 ATInA1 Tn TUC* UnKII ILACAITQ CWf1WN ANSI IC NnT I(N:ATFn TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 0 2- Parcel © � � Application # Health Division Date Issued Conservation Division �'Application Fee U . 40 Planning Dept. Permit Feel J y Date Definitive Plan Approved by Planning Board 91 �U Historic - OKH _ Preservation / Hyannis Project St re t Address � // f.CGI'kl7L f�� ejr ,Ze Village Owner ] ,e, Address 3 Telephone( Permit Request 1914111k7 f Sh,e h11 o?(' h ci /Zh?' ��,1/ /h , iG . NHS/0" Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family '§ Two Family ❑ Multi-Family(# units) l Age of Existing Structure Historic House: ❑Yes )ONo On Old King's Highway: ❑Yes No Basement Type: 20 Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new 6 Number of Bedrooms: 13 existing Onew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: >1 Gas ❑Oil ❑ Electric ❑Other Central Air: iw Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new -size_ Attached garage: $existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 777 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# - c. Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address -2 License # Cs D S'ZS 2-1 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 13D11 Kl. �14,(l J R/ SIGNATURE DATE ��'���� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0._ ADDRESS. VILLAGE r - OWNER F DATE OF INSPECTION: FOUNDATION. 4 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:- Z,1�5- ROUGH FINAL FINAL BUILDING' nV- DATE CLOSED OUT ASSOCIATION PLAN NO. t The Commonwealth of Massachusetts ( ;Department of Industrial Accidents Office oflnvestigations 600 Washington Street Boston, MA 02111 }-v www.mass.g ov/dia Workers' CompensationInsurance:Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Y,eaibly NaTle (Business/Organization/Individual): A-dress: D6 W- P, r C 1 t/State/Zip: '�ZL `� Phone Are iou an employer?Check the appropriate box: Type of project (required): 1.❑ l am a employer with 4. ❑.I am a general contractor and 1 6. D New construction tmployees (full and/or part-time).* have hired the sub-contractors 2. 1 am a sole proprietor or'partner listed on the attached sheet. $ 7. ❑ Remodeling ship and have no employees These sub-contractors have 8: [] Demolition working for me in any capacity. workers'comp. insurance. 9.. Building addition [No workers' comp. insurance 5• ❑ We are a corporation and its nquired.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ Iam a homeowner doing all work right.of exemption per MGL I LEI Plumbing repairs or additions rnyself. [No workers' comp. c. 152, §](4), and we have no 12.❑Roof repairs in required,]t employees. [No workers' comp. insurance required.] 13.0 Other. 'Any applrant that checks box#I must also fill out the section below showing their workers'compensation policy information, t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit'a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy # or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers"compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as'required under Section 25A of MGL c. 152.can lead to the imposition of criminal penalties of a Fine up to $1,500.00 and/or,one-year;imprisonment, as well-as civil penalties inf.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 DIA for insurance coverage verification. I do hereby certif a der the gins and penalties of perjury that the information provided above is true and correct. Si nature: Date: 7i�' J7J Phone FF- e only. Do not write-in'thls area, to be completed by city or town official. wn; Permit/License# one): t ne t circle o issu ing thor )�Y( fHealth 2.•Building,Department,3. City/Town•CWk. 4, El ectrical Inspector 5. Plumbing.Inspector rson; Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. lursuant to this statute, an employee is defined as ",..every person in the service of another under any contract of hire, txpress 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 nceiver 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 on such dwelling house dwellinghouse of another who employs persons to do maintenance, construction or repair work g of on the rounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. „ g 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 enler 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),address(es)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 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 permitllicense number which will be used as a reference number. In addition, an applicant that must submit multiple permitAicense 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 burn 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 Commonwealth of Massachusetts Department.of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia I ;�1�1s�i1C'hUSI'tt5- f�tl)ar'ii311'Ilt i)d Yidi?s1C Safch' • Roard of Building Rculations and Standards Construction,Supervisor Licen:e Restrict ' a > BASIL J CONGRO ' "` 7 DANA RD FORESTDALE,MA 02644 '" '• Expiration, `I'Idifl=I ('ummissiuncr Tr#:'10595 s j License or registration valid for individul.use only L aura,16ny � A before the expiration date. If found.return to: f�Office o onsumer aineas eg a on I Office of Consumer Affairs and Business Regulation j HOME IMPROVEMENT CONTRACTOR f 10 Park Plaza-Suite 5170 1 Registration -,,t4:1496 TYP® t Boston;NIA 02116 t Expiration al 4*012 DBA .* RO REMOQ } BASIL CONGR6� 3 t v id Jtoout signature FOR"GALE MA UndersecretaryAM r C va 12.1 r , yofTHEr � Town of]Barnstable Regulatory Services « SAHN5TABLE, « y KASS. Thomas F.Geiler,Director 1659. ♦Q' �prfo �a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 - www.towri.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and-Sign This Section If Using A Builder ail 6P � , as Owner of the subject property. hereby authorize &LS l ( C to act on mybehalf, m all matters relative to work authorized by this building permit application for: (Address of Job) X/ z 9-- /V tore of OAer07 Date rint Name If Property Owner is applying for permit please complete the ; Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPE2MISSION Town of Barnstable ��p THE Tp�y y�� o Regulatory Services } Thomas F. Geiler, Director � BARNSTABLE, � .9, MASS. q, 16.19. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 �A'wfv.town.barnstable.ma.us Office: 508=862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": 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 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 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 pem�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 requirements. Signature of Homeowner 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 persons)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. J --- - 2�y c � DG l ----------------------- VA � Z x V 4' 17 �jv / J.� tvllt lb t .e_1.`�"*.,�a r4�'�'! ;hty�{h+"1..?�."n'.'J.d't§a•.,✓p.;r.:�S;q,,.' .j'C' ,,'� �'""'. s . d 5 ^ ..+,�s..,,.�d4a ro,. }� ?.. ME T° , Town of Barnstable = BARNSTABL6. : Regulatory Services 039. Building Division - 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Of Location 3�� P%«, Permit Number Owner Builder /`JG 4 _t One notice to remain on job site, one notice on file in Building Department. The following items need correcting: )U&( / CODE U LMd�5� �nf& M QA-Q L(C s A-(76 ti 0 T- e Nis L r b O S/ 7�F 1Z "J Please call: 508-862;Ae8 for re-inspection. Inspe'cted'by Date �t,{Er�, Town of Barnstable Building Department 200 Main Street BARNSPABLE. # y Hyannis, MA 02 601 639• A (508) 862-4038 , FO MA , Certif icate, of Occupancy Application Number: 200800316 CO Number: 20080176 Parcel ID: 002002047 CO Issue Date: 09/16108 Location: 361 PHEASANT HILL CIRLCE Zoning Classification: Village;, ' COTUIT Gen Contractor: BAYSIDE_BUILDING, INC Permit Type: RC00 CERTIFICATE10F OCCUPANCY RES Comments: Building Department Signature Date Signed - j.. TOWN OF BARN STABLE B.dilding Application Ref: 200800316 BARNSTABLE. Issue Date: 02/20/08 Permit 9Q MASS vp 1639• Applicant: BAYSIDE BUILDING,INC r fps A Permit Number: B 20080325 Proposed Use: DEVELOPABLE LAND Expiration Date: 08/19/08 [Location 361 PHEASANT HILL CIRLCE Zoning District. Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002047 Permit Fee$ 717.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$, 100.00 License Num. 005645 Est Construction Cost$ 175,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 1/2 BATH CAPE WITH ATTACHED I THIS CARD MUST BE KEPT POSTED UNTIL FINAL CAR GARAGE f INSPECTION HAS BEEN MADE.f WHERE A Y CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 tent Application Entered by: RM Building Permit Issued By: fHISTERIMIT CONVEYS'NO RIGHT'TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHERTEMPORARILY OR;PERMANENTLY: ENC.ROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST'BE APPROVED BY THEJURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.v THE ISSUANCE OF THIS PERMITDOES NOT RELEASE THE;APPLICANT.F.ROMTHECONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: I.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED., 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. : 4.PRIOR TO COVERING,STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. l 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). o o^ n NK ow"Ok"' o +<<. ., `n S"; BUILDING.INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS .i 1 log g a vyo a <7 �u v 2'j:7' 4 j T� , 2 ��w v { tr,-)()61 3 1 Heating Inspection Approvals Engineering Dept Fire Dep 2�,�!: 1(p v C� 0 Board of Heal. f f f; a IMessage Page 1 of 1 Shea, Sally From: Schlegel, Frank Sent: Monday, June 08, 2009 10:12 AM To: Shea, Sally Subject: RE: RE:361 PHEASANT HILL CIRCLE Hi Sally, I up[dated that parcel record so you should see it tomorrow. The problem with this subdivision was I ended up building all the parcel accounts with the real parcel numbers and new addresses except corner lots that needed a site plan to confirm which road would provide the address. The assessors started building the parcels one at a time when the deeds came in. So I have all the parcels listed in the "New Parcel file" and I only get the new parcels built when the Assessor's builds them by deed. This shows that I have more than twice as many records than they do. I don't know why they did this because I would think they would want to tax all the parcels in the subdivision once the first parcel goes out! Since they changed the way I do business, it left a few bugs in the process I need to review and this is one of them. Since hey didn't have the new parcel built when I assigned the address, I didn't have a file from them to insert the new address. I only had my record under"New Parcels". I would need to check every road in this subdivision daily to keep it up to date on a daily basis. Right now, I go back and check all the new parcels that I mapped in a year and update ALL the accounts at once to make sure I don't miss any for that year. I will double check to see if they built a new record in my database when I update my New Parcel file to see if I can also insert the new address in their files. This is a typical example of when data is shared and one office makes a change and doesn't notify the other of the change. I tackle this problem with the annual review to make sure I don't miss any of these new parcels created by assessors. Thanx for the heads up on this one. It should show up in the parcel file first thing tomorrow morning. Sorry for the delay on this one. Thanx, Frank -----Original Message----- From: Shea, Sally Sent: Friday, June 05, 2009 12:00 PM To: Schlegel, Frank Subject: RE:361 PHEASANT HILL CIRCLE Frank, I had someone inquire about (map par 002002047) 361 Pheasant Hill Circle and noticed the address hasn't made it's way to parcel lookup. Thanks, Sally 6/8/2009 Message Page 1 of 1 Shea, Sally From: Schlegel, Frank Sent: Monday, June 08, 2009 10:12 AM To: Shea, Sally Subject: RE: RE:361 PHEASANT HILL CIRCLE Hi Sally, I up[dated that parcel record so you should see it tomorrow. The problem with this subdivision was I ended up building all the parcel accounts with the real parcel numbers and new addresses except corner lots that needed a site plan to confirm which road would provide the address. The assessors started building the parcels one at a time when the deeds came in. So I have all the parcels listed in the "New Parcel file" and I only get the new parcels built when the Assessor's builds them by deed. This shows that I have more than twice as many records than they do. I don't know why they did this because I would think they would want to tax all the parcels in the subdivision once the first parcel goes out! Since they changed the way I do business, it left a few bugs in the process I need to review and this is one of them. Since hey didn't have the new parcel built when I assigned the address, I didn't have a file from them to insert the new address. I only had my record under"New Parcels". I would need to check every road in this subdivision daily to keep it up to date on a daily basis. Right now, I go back and check all the new parcels that I mapped in a year and update ALL the accounts at once to make sure I don't miss any for that year. I will double check to see if they built a new record in my database when I update my New Parcel file to see if I can also insert the new address in their files. This is a typical example of when data is shared and one office makes a change and doesn't notify the other of the change. I tackle this problem with the annual review to make sure I don't miss any of these new parcels created by assessors. Thanx for the heads up on this one. It should show u in the parcel file first thin tomorrow morning. Sorry for the delay on this one. p p 9 9 Y Y Thanx, Frank -----Original Message----- From: Shea, Sally Sent: Friday, June 05, 2009 12:00 PM To: Schlegel, Frank Subject: RE:361 PHEASANT HILL CIRCLE Frank, I had someone inquire about (map par 002002047) 361 Pheasant Hill Circle and noticed the address hasn't made it's way to parcel lookup. Thanks, Sally 6/8/2009 TempParcelEdit Page 1 of 1 1 ���qq00 Lodged In As: Parcel Thursday,January 17 2dd8 Frank Schlegel Application Center Road System Reports Road System New Parcel detail New Mapparcel: 002 J( 002 047 I LOT 47Street Number: Unit Dev Lot I Road Name: PHEASANT HILL CIRCLE ;M T/R: Sec. Road: I.O.S.P.R.EY-DIRIVE.- T/R: Villlage: 07 Cotuit Part of M/P: MAP 002 PCL 002 . ._._...... .._ . .. F._ _ ........ . ... . Plan Ref: PLBK 617/69 75 (APP 7 62) Date Added: 1/16/2008 3 13 39 PM Updated: 1/17/2008 8 25:54 AM ��1Update �Del�ete`� Add Aoth'er�� httn://Isso]2/Intranet/ProDdata/Dledit.as,ox?ID=TP504 1/17/2008 Gi,�e=ram C�rv�r Foundation Certification in ' Barnstable MA Prepared For : Lot 47 Osprey Drive Assessor's Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-771-7622 Owner. Cotult Equitable Housing, LLC Job Number. 2005-214 Scale 1" 20' 02-21-2008 LOT 66 I S 58:3 3? . lb LOT LOT 48 5.0• �• r � V 35.9 s. �. 2.0 EXISTING FOUNDATION TOP OF FOUNDATIONa58.30 / w / g LOT 47 �• 14,326f S.F. ,. 0.33f ACRES 0,2 0 �"ItA OFrygss LOT 39 MATTHewW. EDDY CIVIL No.43183 O � S T ERA NAL ENG I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED Or WITHIN A SPECIAL FLOOD HAZARD AREA. d` o� �OHtiG THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. EWg H ` ralo. 28874 REGISTERED OEESSIONAL LAND SURVEYOR BAXTE N ENGINE & SURVEI1NG DATE f GENERAL. NOTES: 1. LOCUS PROPERTY IS SHOWN AS. ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' f SIDE/REAR - 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS 4. COMMUNITY PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFlNES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL. ENVIRONMENTAL �N J �' CONCERN). SITE IS NOT WITHIN AN AREA .OF ESTI FWBITAT OF RARE co o ; WILDLIFE PER NHESP.MAP OCTOBER 1, 2006 '�S TIMATED a A.OT 66 � � �� � FLABrTA1s OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS Z �' � PROTECTION ACT REGULATIONS (310 CUR 10). G 83 . 56 SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP Np 3 3 MAP OCTOBER 1, 2006 ICERTIFIED VERNAL POOLS `� SITE IS NOT WITHIN A PRIORITY FWBITAT PER NHESP MAP OCTOBER LOT 48 � ' �0 I 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES e' DIAL x a' DEEP �'�� �g0• `� UNDER THE MASSAC.HUSETT'S ENDANGERED SPECIES ACT, LEACHING BASIN W/ 1' i'-`� REGULATIONS (321 CURIO) STONE SURROUNDING 1 ems` lJ CONNECT ALL ROOF SITE IS WITHIN A STATE APPROVED ZONE n GROUND WATER oowNSPouTs To RECHARGE PROTECTION AREA N\LEACHING BASIN •'7 + 3 v A OP ACE . '� q3 IN HSE PR Op y \�`1 '� 1. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROU THE FF SUBDIVISION CONSTRUCTK)N PLANS FOR COW UEADOWS, DATED J \\ s S INV.-49.72 INV 6125107, /25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. �\ (LAIN) / 48. `� `\ �3 0 S ' 2. ALL GRADING, DRAINAGE AND UTILITY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT "On �•oNN •�\ DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. 0 `�' 3. SEWER BUILDING CONNECTIONS: , . �z 3 co - MIN. COVER SHALL BE 3 FT. w - . $ �e oar k' w Ski ' 4' SEWER SERVICE - SET AND UAINTAIN FROU OTHER U11l1i1E'S • ` _ _ INV. IN-4&19 �'r E` J ` �`• _ ----------------__ ��P� ,� j: AS REQUIRED BY BARNSTABIF DPW. � �.� � \�`•,.+._� ,-'� LOT 47 INC 14*326f S.F. ` f J 0.33f ACRES PryN `b LOT 38 � t / Cotuit Meadows Subdivision . dw LOT 46 Cotuit-Barnstable, Massachusetts BARED FOR ,,\ C1� Ifi EQt1rT°ALO�iSIP�G, �.LC .� �,� v� P. 0. Box 95 s Centerville, MA 02632 ' �o J � RILE SM 02 Site Plan INV IN 7. s Lot 47 Osprey Drive -- o \ . BAXTER NYE ENGINEERING & SURVEYING LOT 39 � \ Registered Professional Engineers and Land Surveyors Of 78 North Street,3rd Floor,Hyannis,MA 02001 v \�� s .Ia+N yes Phone-(508)771-7502 Fax-(508)771-7622 FL E S C v `Y ` s 74 N 20 0 20 so fclnca�° �`�\ c <y �"� �o�a� - •�-d S SCALE IN FEET SCALE: 1 20' DATE: 01-14-08 LOT 40 �'' REV. DATE: REMARKS 0 0 � ML DRAM1NG MA1IBEE1t air, `� 0. 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw ass/ 1. t 2005-214 20'-0" N 2'-0" 28'-2 1/2" q'-8" 16'-2" • 8'-0" 13'-5 1/2" 6'-�i" 5'-8" 4'-0" 8'-0" 8'-2" u N o I Z to 5 A7 DECKCID 17% OF- o r m p r OD m r I `� oCq o I J o tD X I N x o � ' � h X I 1MM` � N N I ~ CC) N co - W a N u � I m 6 1 26% OF 24'=(o' 3" "Im" (� r m - 1 POWDER RM 26% OF 24'=11'- " I — — — — --I O ® I pW� — -� o w L-J `� J 2 6 V LL VS (00(o DINING 4F4 3/4"x46 3 I4" I KITCHEN C�EN d O --- --- I I m = AI �' I- - - - I c_� W 50 2Q _ N Im o = 4'-0" - - !! MASTER D "�• O -y' LAUNDRY BED RM F. D = 0 En (4) AW251 u! - 2 28 7/8"x28 7/8" i ii i I 00 0 - -- ,_,,, a 00 �/� 3'-4" 3'-10" 21- " ail ii !! I (SO) '-6" '-0" '-il�� 3�_q�� 1_ „ TW 24410 2 . . 2 -0 4x6 VLA"I POST 26 2� 30 1/8"x60 7/8" o m w FAMILY RM w1ox45 ST EL ABOVE 1=LUS14 _ _ _ D - N >" z o Ikx6 VLAM POST �- — — — NVA 27m im cn a FIRE I - u(n A31 m RATED -4 v _ 36 1/21lx24 5/8" o LIVING RM - I OPEN TO MASTER o N 2 a . I A OVE BATH m LITE � ~ o 3- N m x `9 N N xco X co l F/_ OF 16'=2' co co ao m m m GARAGE s 26% O 4'=1'-0" B p LU 4'-o" ' N � o A6 3 � I 3 17% O 24'=4'-0" = I- p f- p �- N, >> m m 41_311 71_011 A1_911 �� L c- W 24410 G �� +t .' O A7 16 -o ` J 30 1/8"x 0 7/ " p ! OL - - - - - - - - — SHEAR WALL COMPLIANCE: � }— o W= 26% OF EACH WALL RUN VERTICAL SHEATHING WITH A 8d NAILS 3" EDGE/12" FIELDS (4)1(od NAILS PER FT BOTTOM PLATE L= 17% OF EACH WALL RUN W/ TRANSOM M I VERTICAL SHEATHING WITH Sd NAILS 3" EDGE/12" FIELD _ (4)16d NAILS PER FT BOTTOM PLATE SHEET 26% OF 1 '=4'-2" ,j SHEAR WALL IT X 1 17% OF 2 '=4'-0" N 3'-0"a co� 3'-6" q'-o" 2'-6" 5'-0" 6'-3" 6'-6" 6'-3" C -� - __- FIRS7 FLOOR FLAN_ JOB: 0802 DRAWN BY: KW SCALE: 1/4" = 1'-0" DATE: 2/20/08