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HomeMy WebLinkAbout0005 OSPREY DRIVE . � f �i 1 i �. " . Town of Barnstable Building r Post:This Card So That it.isiVisible From the Street Approved Plans Must be Retained on Job and this, rd,Must be Kept , „ +'. Attl. !! . r..+ a3v9�". a��e., '+e.:-., u°. xis 4 ti' .��4tFa r .� �'"R`.,, Posted Until Final Ins ection.°Has Been Made ... ` ., r. .. • p .t. Permit g p p � N .r Where a Certificate of Occupancy-i;'Required,such Buildin shall Nof be Occu red until a Final ection has been"made.,;. Permit No. B-20-1740 Applicant Name: William Callahan Approvals Date Issued: 07/16/2020 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 01/16/2021 Foundation: Location: 5 OSPREY DRIVE,COTUIT Map/Lot: 002-002-058 Zoning District: RF Sheathing: Owner on Record: FORD, LINDA&HOCHSTEIN, KEITH Contractor Name EFFICIENT BUILDINGS LLC Framing: 1 Address: 5 OSPREY DRIVE Contractor License: 169944 2 COTUIT, MA 02635 Est Prole.�t Cost: $3,000.00 Chimney: .Description: Attic insulation Permit Fee: $85.00 Insulation: Project Review Req: Fee Paid:r $85.00 Dater 7/16/2020 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by th s permit is commenced within ix months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road a�,d shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this.0ermit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1 Y Town of Barnstable Building Department - 200 Main Street ASTABLE. *MASS. Hyannis, MA 02601 1639. . (508) 862-4038 rF0 MA'I a Certificate of Occupancy Application Number: 200904751 CO Number: 20100056 Parcel ID: 002002058 CO Issue Date: 04126/10 Location: 5 OSPREY DRIVE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE Application Ref: 200904751 Jt BARNSTABLE, Issue Date: 11/02/09 Per■ � y MASS �p 1639• �� Applicant: BAYSIDE BUILDING INC Permit Number: B 20092147 Proposed Use: DEVELOPABLE LAND Expiration: 05/02/10 ' Location 5 OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel .002002058 Permit Fee$ 1,132.20 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 222,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND , CONSTRUCT A 3 BED,2 BATH RANCH WITH AN ATTACHED 2 CAR THIS CARD MUST BE KEPT POSTED UNTIL FINAL GARAGE,.SCREENED PORCH AND 336 SQ FINISHEDIN BASEMENT INSPECTION HAS BEEN MADE. WHERE A 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 02635 Application Entered by: RM Building Permit Issued By: THIS PERMIT:CONVEYS NO.RIGHT TO OCCUPY'ANY..STREET;ALLY:OR SIDEWALK OR ANY'PART THEREOF,,EITHER`:TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY;PERMITTED UNDER G THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY:GRADE.&AS WELL AS DEPTH AND,LOCATION OF P.UBLICSEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF"PUBLIC;WORKS. THE ISSUANCE OF:THIS PERMIT DOES 11 NOT RELEASE THE APPLICANT FROM'IHE CONDITIONS OF:ANY APPLICABLE SUBDIVISION RESTRICTIONS.- MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.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. 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). IOU In BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS el 2 � 2 �tv,>eZ�g_. 2 � L �►ttrs �t`; I aq lti/Rvr..a-K. � , ��2�s � o ��' l.�%� ���/ L3r,J ON) l 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 ,'_1�2 <; q j Boa ealth Zl, ' 1 D y/ fo/0 _t emu.. N r r i u� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Od o1 Parcel Od�2- D So Application # Health Division Date Issued Q Conservation Division _ Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 5p4r Y VE Village Ca70 Owner. Addressn�,,�i,y� ✓✓Ill 2l� �r , Telephone Permit Request I jQ ��id✓SI OMCT A /2 'X /3 0FFtCF_ by 7ME 6 A7 ®fir 7ME 15wk5htp a gao C r-IL-1N0 Square feet: 1 st floor: existing LS0proposed _a 2nd floor: existing proposed _Total'new Q Zoning District Flood Plain Groundwater Overlay Project Valuation `? Construction Tvr)e Lot Size Grandfathered: ❑Yes O"No If yes, attach supporting documentation. Dwelling Type: Single Family .Mo" Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes 8 No On Old King's Highway: ❑Yes 2lo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.)OX /sd Basement Unfinished Area((ssq.ft) l� 4?AV1dJ' /03 Number of Baths: Full: existing__ new Half: existing `!� new _ Number of Bedrooms: existing Q new Total Room Count (not including baths): existing —7 new / First Floor Room Count Heat Type and Fuel: W ''Gas ❑Oil ❑ Electric ❑ Other Central Air: Ues ❑ No Fireplaces: Existing_INew _1� Existing wood/coal stove: ';0 Yes to Detached garage: ❑ existing X ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ �ew size 3 .�Y' Attached garage: 136xisting ❑ new size _Shed: ❑ existing ❑ new size Other: ; Zoning Board of Appeals Authorization ❑ Appeal # _ Recorded ❑ ' Commercial ❑Yes QrNo If yes, site plan review# Current Use,1146414- F"tLY 049t Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name QTelephone Number Address li' License #_ Home Improvement Contractor# . Worker's Compensation # &taF4(173416(-1d ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �� '� � �31SIGNATURE DATE U� ��_ n FOR OFFICIAL USE ONLY f APPLICATION# ::DATE ISSUED : . aa.+� • .#t ;MAP/PARCEL NO _ ADDRESS- VILLAGE OWNER i . +, DATE OF INSPECTION: ? FOUNDATION '.'- FRAME BJ'FiQ /o k _INSULATION;,)..4k el FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL { GAS: j..°�+. ROUGH ' FINAL FINAL BUILDINGS= -.DATE CLOSED OUT J, ASSOCIATION PLAN NO. " i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name (i3usiness/org-anization/Indmdual): ti Address: city/state/zip: lf211�2 Phone 7 71—l eyy Are you an employer? Che ck the appropriate box: 1.❑ I am a employer with 4. fO:.I am a general contractor and I. Type of project(required): employees(fall and/or part-time),* have hired the sub-contractors 6. ❑New construction , 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have.no employees These sub-contractors:contractors have 8. working for me in any capacity, employees and have workers' 0 Demolition [No workers' comp, insurance comp,insurance.# 9. ❑Building addition 3.❑ required.] 5. ❑ We are a corporation and its 10.[]Electrical repairs or additions I am a homeowner doing all work officers have exercised their myself [No workers' p com . righ t of exemption per MGL 11.0 Plumbing repairs or additions insurance required.] f C. 152, §1(4),and we have no ' .12.0 Roof repairs' employees. [No workers' 13.0 Other comp,insurance required tf+nY applicant that checks box#1 must also fill ont 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 centractors must snbnut a new affidavit iodic sur #Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have h employees. If the sub-contactors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance information. for my employees. Below is the policy aced job site Insurance Company Name: Policy#or Self-ins. Lie.#:_ L'UG oe)73 Expiration Date: b// f Job Site Address: 5 ®J _ City/State/Z' rP:— %y <l 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 t$ 50. 00.00 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 f forwarded to the Office a Investigations of the DIA for insurance coverage verification I do hereby certify under the pains and penalties ofpe7jury that the information provided above is true and correct Si lure: _ Date: IGr 3 l/ Phone#.. -2 '2 !A z/� FFOther only. Do not write in this area,, to be completed by city or town official n; Permit/License'# hority(circle one): Health 2.Building Department 3. City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector son: Phone#: ON- All Cape Garage Door 06/01/04 10/07/11 06/01/04 04/01/12 Alw11inum Products of Cape 08/15/04 .0.4/15/12 . 08/15/04 04/15/12. Anthony Averinos 07/20/04 Q3/O1/12 07/25/04 03/01/12 Cape Cod.Marble & Granite 07/01/05 07/01/11 08/16/05 04/16/12 Cape Concrete Forms 06/05/07 09/29/11 12/07/07 03/01/12 Carpet Barn Inc 01/01/06 05/01111 01/01/05 01/01/12 Casella Waste,Management 04/30/08 04/01/12 05/01/08 04/01/12 Chaves, Robert- 08/13/04 08/13/11 12/17/11 12/17/11 Christopher Costa;I1ic. 01/22/08 08/27/11 02/06/12 02/06/12 Cornerstone dba Tony Arede, 03/10/06 10/22/10 02/01/11_ 02/01/12. Coy's Brook, Inc 04/24/04 10/01/11 04/24/11 09/21/04 Davids Building & Remodel 01/01/07. 03/01/12 -01/O1/12 . 06/1:4/04 D.P.Tuccillo Construction Inc.: 10/20/06 10/20/11 10/20/08 10/23/4:1: Govoni Land Services 05/31/04 03/01/12 07/04/04 03/01/12 Hill Construction 04/29/07 04/29/111 : 08/14/04 :: 08/14/11 Kitchen Appliance Mart 08/12/04 08/12/11 01/O1/O5 O1]/26 - MAP Insulation 10/01/07 10/01/14. 1 U/0.1/07 10 Meagher Bros::Construction(DECKS) 04/25/09'. 03/24/11. 11/09/08 03 Meagher Construction(ROOFER). 06/19/04 04/01/12 06/23/04 04 Morse's Masonry 03/10/07 03/10/1.1 10/11/08 . 10 Reed, Met' 07/21/04 04/01/12 :07/21/04 :04Steven Johnson-'SMJ Carpentry 04/25/04 10/26/11 04/25/04 10Whiteley, W.V:ernon 10/01/04: 10/01/11 10/03/04 10PWood Floor S ecialists: 02/03/08: 02/03/11: 02/03/08 02 Dept anlent Of Public &JI.Ir'd of Bull. ing Resl W5dti;3111 ,1i1S1 M t tn,1:11 d ' 1� Z�J73'�x �y��a rJAza l.y�f)a� estrict-ed to: 00 c 3 I PO BOX 9.5. R CENTERVUL , MA 02632 E*iraY n: 4/19/2012 I)Mnaa:>4i+::ner. .. Tr=; 21209 Reskicted,to: 00 00- U nr•estnkted Failure to poises a current edition of the •. Massachusetts State BuiRdnrrg Code is cause for revocation of this license... Refer°to: V Y.Mass.GoWD 9:.. Office of Consumer Affairs and usiness Regulation k b 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Reolstration; 113788 Type: Private Corporation Expiration: 7/1612013 Tr# 213797 BAYSIDE BUILDING INC BRIAN DACEY PO BOX 95/ 3 BAYBERRY SQ CENTERVILLE, MA 02632 - --- Update Address.ond return card.Mark reason for change. 0 Address ❑ Renewal Employment Lost Card ADS-CAI O 80*04/04-01=10 Ofnce of"Coe i�r" (`o'p f" ItdsfYi�dir �'�Ot License or reglatrntion volld for Individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: ,,.113786 Typo: Offloo or Consumer Affairs and DupinM Regulation Expiration: 106/2013 Private Corporation 10 Park Plaza•Suite 5170 - Boston,MA 02.1.16 TOE BUILDING INtw, BRIAN DACEY PO BOX 95/3 BAYBERRY SQ CENTERVILLE,MA 02632 Uedersecretury d t ut siguoturc e T/T 'cl 022906Z80ST:ol SSTO SZZ 80S 9NIminEl 3(1IS),1Je:w0J_:1 t72:OT TT02-SO-19 OFIME Town of Barnstable Regulatory Services 4 � ve '$ ThhomasaF. Geiler,Director �'OrF16 9. 1% � Bu11LL1Ilb Divisim Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wv w,town.barnstable.ma.us Office: 508-862-4038 Fax: 50.8-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder T, ('12-rM151OP969 !V C IV IL , 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 Q YOR.MS:OWNERPERMISS ION TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_ Map Parce(• or)o- es Application # Health Division 3 L Date Issued Z Conservation Division o� o°V Application Fee Planning Dept. Permit Fee < <S ' Date Definitive Plan Approved by Planning Board Historic - OKH — Preservation / Hyannis ) ; Project Street.Address 5 ��>' � ��t ur C. Village OTO 1 � rt Owner e,47U 1T FSU IT. 1 D&6xles L:.iCAddress Q �`7 i�.V Telephone -Z71 /D 4`G Permit Request 71) 3 Y'139PRWA a 647,41 elWM Zd 1`7-// AA/ �4 7 �- a ft2 4701/2� .F 5CR09;F_ 5 : .. Square feet: 1 st floor: existing proposed 2nd floor:,existing proposed"_ To I nEW > S Zoning District Flood Plain Groundwater Overlay , v� .Doject Valuation Construction Type,wZ04 ,6 F79A`i1 AMC-- 0 Lot Size Q S Grandfathered: ❑Yes C<o If yes,'attach supporting%cumentation. Dwelling Type: Single Family 21( Two Family ❑ a F Multi-Family-(# units) Age of Existing Structure IJX41 Historic House: ❑Yes` lid No On Old King's Highway: ❑Yes U- o Basement Type: Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) -33 6 Basement Unfinished Area(sq.ft) 6 y Number of Baths: Full: existing new Half: existing new 6 Number of Bedrooms: existing a new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: R(Gas ❑Oil ❑ Electric ❑ Other Central Air: O/Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0'No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: xisting Ufnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded D Commercial ❑Yes UN If yes, site plan review# Current Use V140,41-Id" L-0- ' Proposed Use 2F5 APPLICANT INFORMATION ---(BUIL-DER OR=HOMEOWNER) -- Name Q� , Telephone Number "77/`L® G Address Q 5 License# "go 6-01 1ls 261 Home Improvement Contractor# Worker's Compensation # /�l(J� �O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO t'eW,0 9p SIGNATURE DATE rle'07 � �/ FOR OFFICIAL USE ONLY f APPLICATION# r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER I f ;c DATE OF INSPECTION: u Y FOUNDATION CPc G L /Y! Ste' � Ai FRAME O / ®K D 5 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT s ASSOCIATION PLAN NO. 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 1VWlV.nU1ss.gov/dia Workers' Compensation Insurance AffidaN,it: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LLgiblj Name (Business/Organization/individual): r3�YS ��E �U&JWNB Address: City/State/Zip: CAN T6e✓lLL9 /194. Phone#: 77` — `Q!a Are you an employer? Check the appropriate bo.: Type of project (required): 1.❑ I am a employer with 4. �I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 7 ❑ Remodeling ship and have no employees These sub-contractors have 8. [] Demolition Nvorkuia for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I LEI Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12,❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.1:1 Other 'A nN applicant Urat checks box.'l I muss also fill out Ule section below showing their workers'compensation policy information. t Homeowners who submit Uris affida�it 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 die name of the subcontractors and their workers'comp.polio}'infomration. / onr an ernplorer that is proridin, workers'coinpeirsation insurance for nrr employees. Below is the polier and job site information. Insurance Company Name: i1Cr D/.4 7/V5. . Polio " or Self ins. Lic. 9:_ W -10_7 3 aQ //I p.xpiration Date: /v -- Job Site Address:_`- -Sple�y �/Z L V PE City/State/Zip:—cow j r Attach a copy of the workers' cornpensation.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 andfor one-year imprisorunent, 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 fonvarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerlify under the pains and penalties of perjury that the.information provided above is true and correct. Signature —o) Date Phone#: FRoard nly. Do not write in this area, to be completed by city or town official. : Permit/License# ority(circle one): ealth 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector . tlier Contact Person: Phone#- Bayside Building Inc. Certificates of Insurance 2009 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/1/10 6/l/04 6/1/10 Aluminum Products of Cape 8/15/04 8/15/10 8/15/04 8/15/10 Baxter Nye Engineering& 8/11/05 8/17/10 8/20/04 8/20/10 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/10 7/13/04 7/13/10 Cape Cod Marble & Granite 7/1/05 7/1/10 8/16/05 8/16/10 Cape Cod Ready Mix Inc. l/1/07 1/1/10 1/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/10 12/7/07 12/7/09 Carpet Barn Inc l/1/06 511110 1/l/05 1/1/10 Casella Waste Management 4/30/08 4/30/10 5/l/08 511110 Robert Chaves 8/13/04 8/13/10 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/10 9/21/04 10/1/10 Davids Building& Remodel 01/01/08 1/1/10 6/14/04 8/14/10 D.P. Fuccillo Construction Inc. 10/20/06 10/20/10 10/20/08 10/23/10 Govoni Land Services 5/31/04 6/22/10 7/4/04 6/22/10 Hill Construction 04/29/07 4/29/10 8/14/04 8/14/10 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/10 8/25/04 5/15/10 Steven Johnson 4/25/04 4/25/10 4/25/04 4/30/10 Kitchen Appliance Mart and 8/12/04 8/12/10 111105 1/1/10 L&M Glass Co, Inc 5/l/04 511110 5/l/04 5/1/10 LHS Construction, Inc. 04/01/08 04/01/10 04/01/08 04/01/10 MAP Insulation 10/1/07 10/1/10 10/1/07 10/1/10 Meagher Construction 6/19/04 9/2/10 6/23/04 6/23/10 Morse's Masonry 3/10/07 3/10/10 Northern Sealcoating 10/1/07 10/1/10 4/l/07 4/1/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/10 7/21/04 7/21/10 Whiteley, W. Vernon 10/1/041 10/1/10 10/3/04 10/3/10 °FlHE T Town of Barnstable hP Regulatory Services 8 $ Thomas F.Geiler,Director Building Division - Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r3` 1,1AJ T -DACEY , M G2 Cv J v tT ����� ffU�/w� 1,L� . • ;.as..0ainet-of the.subject ptopettp- hereby authorize_ .......•... .:. .to'act on xny,b ehalf,. in all mattets tela.tive to work authotized,b7 this building•pe=nt•application fot: (Addtess of Job) r sigmtute of Owner" Date 6k Al T "-DACE Print Name Aug. 1, 2009 2 :49PM No , 6989 P . 2 .PaiceTEdit Page 1 of 1 _. e77 •`''=''/�-..ter�i.�} +,•.r�.. '� ..::.�_�_i=ceii-.4i:"'� ,/,,r/+'� .. ............ _ .rorga. g r, ...._.......r• ,t>a� ,u_:.::_.:s-.:,:::::., ..�:'�` fit; Logged L-}As; Frank Sc'ilegel Parcel Friday, August 7 2009 Application Centor R00d System Reports Road System The record has been updated., Parcel Detail Parcel IQ: 002002058 SewerAcct' �z Devei Lot; LOT 58 Owner; COTUIT EQUITABLE HOUSING LLC Co Owner: Street; PO City- CE..NTEF:V1LLE State: [MA— Zip. 02G35 i 9 . . Location: 5 OSPREY DRIVE Village: Cotuit ;4jrg Road Index: 233$ Pri Frontage; 00$$ SecondaryRoad ... CIRCLE rl PHEASANT HILL CI Sec Index; 2335 ; .�. ,.., Sec Frontage: 0106............_.__.._; Location: 0 FASANT HILL CIRCLE_ Visions ,•...,..................... Last Updated! 21*44a04..PM No.Bfdg s; l.. ............_.._................... _.............._.:_................,...............i acres) i Account No; 9 01 Lot Size ; 0.2$000+15� w� State Class: 1300 YearA � _..,�.....,,••......,_.: dried_ Fire Dist: 2 Deed Date: 2007 Deed Ref: 218041R 1 , ; Land Value: 72200 Bldg$Value: Extra Featvres: a � t --------------- Condo Complex: Building: n. 13o �of+ui c in ceii ifioas u�i! tand�ds � t < �. �Construction Supemsor!,License , H ic Lense CS I, 5645 ( �, Epirat on l 4-/19/2010;: Tr#_ 22048 eaC PO'�BO�X954 4.. ��\ x� ✓ a�C�=�' � j ;� ! CEFNTERVIL(SE MA 02�632t / Gomnussione� 7 j kv` +' r ' ,i r 0�0` 3�,OOO�cf enclosed spice- ti IA MasonV}111011V, II IG I 0 l+.amity IIomes t :, Fa�hu a to3possess:a cud rent editipn of htie f N13ss ichiisetts St7ite Building Code is„cnuse:;fo� �evocahon of<`thB hcciise. �'I t. AWC,Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 THE SURFSIDER MODEL,COTUIT MEADOWS 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 stone <_2 stories Q RoofPitch ..........................................................................(Fig 2) ........................... ............ ..12 12:12 Q MeanRoof Height .....................................................................(Fig 2)..................................................16 <_33' Q BuildingWidth,W ..............................................................(Fig 3)........................................... .... 42 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)....................................... .........62 ft 5 80' Q Building Aspect Ratio(LIW) ...............................................(Fig 4)............................... . ... .......1.5 5 3:1 Q Nominal Height of Tallest OpeningZ ..........................................(Fig 4)................................................. -r 5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)...................................:........... 59 in. Q Bolt Spacing from endloint of plate ............................(Fig 5)........................................12 i — 2" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" 10Bolt Embedment—masonry........................................(Fig 5)........................................... in.2:15" N/A PlateWasher...............................................................(Fig 5)..............................................>_3"x3"x'/4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).....................................................9 ft<_12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A 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 5 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..................................................(fable 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 It <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table'5).............................18 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.<_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)..........................................._ft _<d N/A f 1 ,AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for ComP liance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(fable 5)........................................2x6-18 It 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length.....................:.........................(Fig 11).............................................. ft zW/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft z 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)................ Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 . Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.5 11' Q Sill Plate Spans ........................................................(Table 9)....:.....................................3 ft 0 in.5 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.............................................................(fable 9)........... ..'............................9 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft—in.5 12" N/A Full Height Studs(no.of studs)...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Y ' Nominal Height of Tallest Open?g2 .......................................�-6.......................6'-8"s 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)................... . .....3 in. Q Field Nail Spacing.........................................(Table,10)..................................��..jj��.L 12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................... .. !......... ... -.. Q Percent Full-Height Sheathing.......................(Table 10)................................................. .... ° Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension,L ''-- Nominal Height of Tallest Opening e z ........................... ),.... ........6-8"5 6'8" Q 1 � Sheathing Type.............................................(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)................................................... ....... Q Percent Full-Height Sheathing.......................(Table 11)....................................................... 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(ego 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<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)..............................................U=236 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 L/2 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.z 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q THE SURFSIDER MODEL COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW 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 staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment A WC Guide to Wood Construction in Nigh Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7go CMR 5301.2.1.1)1 -WHEN THE EDGE PESTS ON F4P1/1h11NG LW Sd WLS 11 11 ! 11 11 1 u 1.1 i 11 11 1 11 11 i 11 Ir 1 it 11 1 11 11 1 11 11 3 1 1 11 I I G 1 11 I l N _O r'1 �•r F I m I pD .i Ir g Q 47 li Ir � 11 11 U1 ii ii 1 a U i,r 1 I d 11 it W V u l i li f F., 1 n li t 1 1 t f i 'Ts 1 Li n rl rl r l . n 14 11 N 1 DOUBt E --- r1AILSPACING PATiEt_ � 4 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 7 ,AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a moo 1 , z 111 ;r 1; 1. 1. a �a II I1 FRAMING MEMBEM ' i � EDGE RdiERMEDIAT£ ""I l i 1 1 1 yk I[ e 1 1 •2� � 1 1 N— 1 --- 1 1 � STAWARED I 3wR MAIL PATTERN 2 PANEL PANWE_EDGE DOUBLE NAIL L3]GE SPACM DUAL Detail Vertical and Horizontal Nailing . for Panel Attachment JOB tA a1 v 1�`S TAYLOR DESIGN ASSOC., INC. SHEET NO. 7z- �. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY c;r -T- DATE Je5 I©-0� Tel./Fax: (508) 790-4686 CHECKED BY DATE � -J j j� �N �' y �G��'( �r .SCALE ... ....... .— F .. I 4 K.: ...kA 4.:;9. s E �D t- t.:...". q ?��. .C�..l Co .; od-P.S.%,......;.ea.'. Co._S.Q.�.0 te,? 4. �.4' 4a r ...t ,�... 3.P -.,..a... 14' ... _...... . . . ............._._........................ ........ ......... ... ...._ .... ..... ..........:.... ....:.... ?�c Z8 ...... ....._... lD.......ice?t - :.''... t. ._ :. ..... Di ........... ...... ...... ....:............_;.... .._:......... r . ....... t.L.. .__.:.........13 1 ..3 iPgP $ . ......."" : ........... . ..... �1�0e t t.. .._.. C T - .. .. . . o � .a .. .. . .. .. . 00 ... .. < .. ... .. . ... : .... ....., ...... �'- in o Z� . :. ._.........tom............._............ ..... ..... ..... ...... .... ..... _ REScheck Software Version 4.2.2 Compliance Certificate Project Title: THE SURFSIDER MODEL Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1482 M Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. Compliance: Compliance:0.6%Better Than Code Maximum UA:255 Your UA:254 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 1.5 48 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.310 5 Low-E SHGC:0.31 TOTAL WALL:Wood Frame,24"o.c. 1620 19.0 1.5 80 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 100 0.310 31 SHGC:0.31 - Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 SHGC:0.31 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1482 19.0 1.5 65 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 SEER 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 2006 IECC requirements in REScheck Version 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: THE SURFSIDER MODEL Report date: 10/01/09 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 1 of 3 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity+R-1.5 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.5 continuous insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.5 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER 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 either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Project Title: THE SURFSIDER MODEL Report date: 10/01/09 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 2 of 3 r Comments: Materials Identification and Installation: 0 Materials and equipment are identified so that compliance can be determined. El Manufacturer manuals for all installed heating and doling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. EI Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Lj Building framing cavities are not used as supply duds. O Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. FI Additional requirements for tape sealing and metal dud crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Ll 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. Heating and Cooling Equipment Sizing: O Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Not Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:THE SURFSIDER MODEL Report date: 10/01/09 Data filename: CAProgram Files\Check\REScheck\SURFSIDER.rck Page 3 of 3 r I 2006 IECC Energy Efficiency Certificate Ceiling I Roof 31.50 Wall 20.50 Floor/Foundation 20.50 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: i Roof Beam[20001ntemabonal Building Code(97 NDS)]Ver:6.00.5 Bv: , on: 10-01-2009:06:40:31 AM Project:THE SURFSIDER MODEL COTUIT MEADOWS-Location:STRUCTURAL RIDGE This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (2) 1.75 IN x 18.0 IN x 15.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate Bv: 165.2% Controlling Factor:Section Modulus/Depth Required 11.2 In *Section may not be readily available. *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.16 IN=U1097 Total Load: TLD= 0.24 IN=L1747 Reactions(Each End): Live Load: LL-Rxn= 3675 LB Dead Load: DL-Rxn= 1723 LB Total Load: TL-Rxn= 5398 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.81 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Roof Live Load-Side Two: LL2= 35.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 20 PLF Slope/Pitch Adiusted Lengths and Loads: Adiusted Beam Length: Ladi= 15.0 FT Beam Uniform Live Load: wL= 490 PLF Beam Uniform Dead Load: wD adi= 230 PLF Total Uniform Load: wT= 720 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticitv: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3408 PSI Adjustment Factors: Cd=1.15 Cf=0.96 Fv': Fv'= 334 PSI Adiustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 20241 FT-LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 4318 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= 71.27 IN3 S= 189.00 IN3 Area(Shear): Areq= 19.42 IN2 A= 63.00 IN2 Moment of Inertia(Deflection): Ireq= 409.82 IN4 1= 1701.00 IN4 SMOKE DETECTORS REVIEWED M ie'lz«7-/n Ol c o cr = UILDING DEPT D E Q � lA - • ARTMENT DATE ^ (yJ -- - ARE REQUIRED FOR PERMITTIN J it ARGONMONOADEALARMS Z > MUST BE INSTALLED PER r,.y x - SSACNUSETTS BUILDING CODF n W z 0. Do'�® ®® W a � ®®®®®® 0 cb U? ° 0 m w FRONT ELEVATION > Z SCALE: 1/4' P-O° m - m M a w w no ul N o �W o oiltu °y a I , �~ w z m~ W a L——— � SHEET REAR ELEVATION 5CALE: 1/4' - P-O' Al JOB. 0928 DRAWN B7: KW DATE: 8/18/O9 U A e ,,,^^ a Y! y 12 J In ` — W{ OD ❑ AZ � P LL. w 0 IN Ln RIGHT ELEVATION SCALE:-:1/4": I'-0" tu, ' LU d) \ w 0! Z 4 �a p to tO w -- w p 1- � In >Z COO lu In W U rn min J JI SHEET LEFT ELEVATION A2 SCALE: 1/4" m I'-0" JOB: 092E DRAWN BY, KW DATE, 5/I8/O9 62'-0' 4'-4' e'-4' V-2' 14'-0' 17'_0' 12'-O 7'-O' 7'-0' 6'-6° t0'-6° CTOR TO REFER (�( W-O' 4'O° W-O° TO WFCM 110 X B AND �`---�F ---1` C 4E KUST FOR ADDITIONAL NIGH WIND TECHNIQUES r' N RELATED TO THIS PLAN v O PERIMETER Imo' KNEE WALL PO CNED B BD AT SHEARz WALL CAMt LIANCE, - KNEE WALL it _ ` rcEIUNG W- 30%OF EACH WALL RUN -- -- VERTICAL SHEATHING WITH _, L Q o - DECK 8d NAILS 3° DGF/12' FIELD (`I/� _j in $ m ys _ _ vs_ (4)16d NAILS PER FT BOTTOM PLATE J r, g 4'-0° 4'-0" $ g .l 6os — I 6°6 L- 15%OF EACH ALL RUN - - - n VERTICAL SWEAT14ING WITH 8d NAILS ' FIELD �� W_ — Q . 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I- 1 w 4 DECK PMCA4 Io d; ril __� ' jB LKWFAADI I L. pp I5 I Q IA Z _ 1 I I __ U I- r LL _ a'.s: :C- x.r : _- Wit. M — _ aI _ I I F� °x8-9' CONCRETE WALL -- -- ——— in I•-i _ -�� 2p'xl0° CANT. FOOTING 9p I a 0 I I S n CCNCRErE SLAB ' D O I P I Q '.° ~S• eT _ VAPOR BARRIER M-M W , I:=,I • j%%� • I I r^ a, O I I I, Eo'xso'xla• 3 I V J W In -202 GIRDER s Ii�s ` pONr I j m LLI - B'-2 6�_2. .9'-8• Ti_z" COL TrP. .a. I�AD Z I �. 16'-II" 7-O' _ y° EM Pan; Erj I'-- %/ / / / 7% C9 0. j /� (///'. '/Li.'// PN li,I/A J L�%/J L I I n L • u I s l ,.c52 y I I I i SUSPEND®CEILING o o I I I kI _' 'o TV ROOM J w I DROP 10'0 DOOR ' W I v _ v 10•x3-9'CONCRETE ALL 20'x1& CONT. FOOTING I I v � I'F I II pY'I Y OFFSET T I§i P _ _J �i I (e I I 2I'-B° ALIGN WALLS I •i" 24'-Oe S >.4h A '„ r r— --- --- -- b W Qdl GARAG4' E 17 r— — ------ -- — W W 0 o II II STEPcl w0r Q STEP WALL NOTE, a J 5'-2° CONCRETE 5/8' ANCWOR BOLTS _t ~ 0 DRM D'FROM EM15EDDED 7' TOP OF FONNDATu7N SPACED 3V O.C. o Ill 12' FROM CORNERS v O lVj WASHERS 3'x3'xl/4' # -9 CONCRETE WALL IIl I 16'xlO' CONT. FOOTING lII FOUNDATION PLAN DROP 100 0 DOO SCALE, I/4° I-O" L------------ — -------- ' J sty I SHEET V-z. 16�_6° 3�_2e �� 22'-IW 24'-2' IS'-O° 62'-0° JOB, 0928 DRAWN BY. KW DATE, 8/18/09 V IN N O t�^ W 0 00 ' BLOCKING 4'-O•O.C. .. - w O IN FIRST TWO RAFTER RIGID WIND WASH BARRIER REQUIRED ��x II FROM GABLE WALL y. T EXTERIOR EDGE OF E%TERTIOOR W LL M PL O _4 RIDGE VENT +t"' • RAISE CEILING JOISTS TO (2)IS'LVL STRUCTURAL RIDGE BOARD '_i ic, ALLOW i-i DOOR AT TOP OF S/S'COX PLY.SHEATHING W . •\Y STAIRS ASPHALT SHINGLES 12 k D.0 v4 21B DORMER RAFTERS O Q: O - 'FOATING DORMER' {O CATHEDRAL GEILINGs. AN 1 S W ss s/B• sl• •`�,� MM 4.4 ' 14'-0'LIVING DIN DIWNG 3'-O° - W ,W , BEAD BOARD PARALAM tW-a MASTER SUITE STORAGE PU TO W-O'BEDROOMS OMIT.VENTING DRIP EDGE 4 OVER IOTCNEN RIDGE I IZB FASCIA M 0 D MEMBER 21B.•Ii O.C. - ALLMINE VM GUTTERS AND DOWN SPOUTS W i r FRIEZE BOARD AND MOULDINGS f m h i M 0.3 STRAPPING L, i • SIMPSON H2.s 1/2'GYP.BOARD L� ISR STAIRS'i I FASTENERS AT ALL RAFTER TOP PLATE 0 �, STRING I JUNCTIONS TYP. PoRc" — 2fi EXT.STUDS 1 24 O.C. - i v �� l i I R19 F.G.INSULATION m L1 1/2'PLYWOOD SHEATHING I TYVEX WRAP(OR EQUAL) BEAD BOARD —B/4'OSB BUBFLOOR L. j I \ CEDAR CLAPBOARDS IN FRONT i'LOWER �•FIBERGLASS INSUL L ! I W.C.SHINGLES SIDE 4 REAR THAN HOUSE P.T.Z%SILL SILL SEAL T.O.FOUNDATION 2x101.1 IL-O.C. _ ANCHOR AT SW O.C. PT 2zids Kb.C. 9-2112 GIRT I Et W �• C' S 1/2'STEEL COWMNB ISR STAIRS I 3a Lu S44i'CONO WALL �.�: B-2z12 STRINGERS I ^ a1 " BASEMENT I W ad) s I 3 - 0 io 13i-2• m i9'-2. p Z - B W CONCRETE GLAD 64 7'-9'COW.WALLS w 1ILL11�l77 Q Z DAMP PROOF BELOW GRADE k: IN O {� SO. Y1 2B'-O' U co # CROSS SECTION J SHEET A5 } JOB. Og2B DRAWN BY: KW DATE. S/IS/09 N (0 r U O STAGGER NAILIN z INTO SOTH PLATES - 4 L U) 2X6 DB TOP PLATE - - Ln E%END HDR TO CORNER 2.6 DEL TOP PLATE - O^^ FULL HGT.STUDS Lo } 4 • - J JACK STUD C NAIL TOP PLATE VERTICAL A. '� TO ETM OF"DR 0--m O _STRUCTURAL PANEL W/2 ROWS OF 16d NAILS W �n NAILED Bd COMMON W e 3'O.G.EDGE S 4 r AND 12'IN FIELD �, STRUCTURAL PANEL Z HEADER CONTINUOUS HEADER NAILED ed COMMON - e MULTIPLE OPENINGS - W 4 O 3°O.G.EDGE AND FIELD U LL SIMPSON PHD (74 GA., DS -. O- DCOR TRInMER STU Im STAGGER NAILIN Z 14 � + n.I INTO BOX AND SILL 2-S/W ANCHOR BOLTS 5'x.V PLATE WASHERS II C6 -4, ... O tit` T W W 1 - - Z li m O m M (L NARROW WALL BRACING AT GARAGE DOOR + / 1 a-1 TO P LATE w WOOD STRUCTURAL PANELS SCALE.N.T.S. I SCALE:N.T.S. JOINT DESCRIPTION wren w Iuo.xvdro - rarviw ruu eax N.uu ' ROOF FRAMING - OICCkIN]TO PArry Rm NNtID) '.ea zz ,GI CIp C em W N eM eaua N Pwrroe(wv NYLlD -W aW JI WALL FRAMING -J r—ua r o m Al �6 n,�wu�mJ are r JOlure WIIW Q(n Q RAFTER 0 16'O.C. uuaa�m wume(ieee ru m) CAW a•o.c we mao. (.I 3 FLOOR FRAMING W �a Q Q deer ro au,ror run oB amn Roe rullm) 2-1 e-W ra ddeT aouar]Te doer Rae wnBo) ]-ee +-Im ewa om Q d W J aadclw ro au ae rw—Tr—IUItm) aW W a1a rYo x Lu 0 np° 1I2.5 0 EA. RAFTER eoro dolor x doer(om ruHm) aW �W JaR ONID dWlf Ta BILL OR TA rule Rm rAllID) ]-ro W ra]r ��. L ROOF SHEATHING J V TOP PLATE I woo enawTuw.rArme LLl lurta�e ae nweem erecm k lD 1Y O.S m W I'm'd/6'Flm Z L� .. B�Rgi OII TWee®BPI®OVe!r'OL. W W e•moan•nm u #U r �-•••emwu BAIe ar wAlos rer,,...a'..'eeaourc m .•merJs•nm Z, N -•> aeB�B am:u„_P.Ia er PAIa rPuee::.`snamuBAL ee W .•mwn•ruw BMLB emIMLL PAI2 oR RA12 TRaee uV tmmuT Ya0•B Y 1ae 1'mGC/4 Flan O CEILING SHEATHING ...1 GRAFTER TO PLATE CONNECTION + B.aoaa. r mcene nm SCALE:N.T.S. WALL SHEATHING woe eTBunuBnL r�rm arum MAem ur To]�•oc a W �'emw•nm SWEET A. or�r r�xms m macro i' e nna FLOOR SHEATHING CAW BTOCT/BAL nWm i 1`oB tam sa W •'amen'rl¢D awroe rwr P we W .•moan•nm JOBS 092E DRAWN SY. KW DATE, 8/18/O9 62,-p„ 121-0" 14"—Q" 17'_0' r------------- /— m® 8°x40 CONC. FROST WALL ®st@� @ !CREEN PORCH 2 2x10 GIRDER Lo 4x4 P.T. POST GALY. METAL POST ANCHOR n 41_0o 8a 7'-10" 10' GSONO TUSE° PIER. 28 5IG FOOT FOOTING TYP. I I I I f a I Cd; I E� — r � I, I I { I b'LBILCO I � {$DOOR W/I I� I s ; EXT la" IV } I m _----- _ I--------- -- -- — — — -- -- " � ". FO xe �-'. CONCRETE WALL:. o I i � IIm r CONT. FOOT ING TING I ` 1 I ,u 10"x8-q" GO1dGRETE WALL I �' i SUSPENDED CEILING i N� 20"xi0° GONT. FOOTING h A FfJ!_L BASEMENT: oQEEICE " o POINT - I s LGla VAPOR BARRIERS SLAB DOD I _ � � ✓� B.2x12 GIRDER -. c.. 9 8 7 2 6 �,,y:/.�•H/.rII{I(I I{I.,. .. - riI_ _c-4,..• l .o 5i 2®'-"5° i..R xTl/x-4—.p", , °OD FA KET �ON L % — MPOA ,� 6IKEAM PO >H POpIN �D O ————— SUSPENDED CEILING 611 DRoP l0" CDOOR I 20 OFFSET TO UP ALIGN WAILS _r I I {I i I{ :.. o_- Q i .. suGARAxE -.--,- — -----:------ 4" CONCRETE SLAB ST � NOTE:KAALL CONCRETE 2Ny� ANG OR BOLTS EMBEDDED 7" LU DROP o SPADED 3C" O.C.OF FOUNDATION Z FROM CORNERS WASHE 8"r3'-q" CONCRETE WALLFOUNDATION PLANi6"x10" CONT. FOOTING L4" 1 _0"DROP 10 @ DOOR (AL /------- J .6. — iEKT Olk 17 ———————————————— 3'-2° ti T �^ _ . .. 22'-10° JOB: 0926 DRAWN 6Y: KW i DATE: iQ/1/lt Foundation Certification in Barnstable, Cotuit, Ma. , .02635 Location: Lot 58 Osprey Drive Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye. Engineering & Surveying Flood Zone C ® FIRM Community.Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed.-Book 21059 Hyannis, MA 02601 Page 158 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone (508) 771-7502 Fax - (508)-771-7622 ,lob Number.` 2005-214 Scale 1" - 20' 11-3-2009 • 0 Gm-- r O) —, G� �a _ ++ CO a CLE 1-4 T HILL CIR : PHEASAN �• -= a 0 w S 833T13" W .�: �. � 82.5' N 6. . 0 D X O N Z 0 v! Z ;, C a D Q Ii o o G 0) z 23.0' � OPEN f o a, I > SPACE N z 10 - 112.67' N ST09 51 E C - t / • .. d r LOT 59 • I f s c C z I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR'SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF ; BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO yA Of, . PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN' A SPECIAL FLOOD HAZARD AREA. is THIS PLAN NOT TO BE RECORDED NOR 1S IT.TO BE USED TO ESTABLISH PROPERTY yLINES. It-03, - (IGO`j �� ISrER�°� ` c REGISTERED OFESSI AL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE t l-o3-d3 c GENERAL NOTES: I. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S AW O02 - PARCEL 02 2 SETBACKS: FRONT = 20' SEAR - 10' 3. Ui W INFORMATION AS SHOWN ON PROPOSED SUBONISfON CONSTRUCTION PLANS. t COMMUNITY PANEL NUMB 025MI 0021 0 THE FLOOD NSI M;E RATE MAP DUNES TW AREA AS ZONE C, AREA OF WWI. FLOODING 5. ENVIRON1+ITAL NOTES: ao o SiTE IS NOT W M AN LUC: (AREA OF t2tITi A ENVIRONMENTAL. a CONCERN). Z SITE IS NOT WiTMN AN AREA OF ESTIMATED HABITAT OF RARE 150.54' \ WIL IXFE PER NHESP MAP OCTOBER 1, 2006 "E'W7ED 5 W4811A7S OF RARE Wp.DLFE' FOR USE WON THE MA WETLANDS 67 PROTECTION ACT RE�ATiONS (310 CMR 1019 SOS 13 W � SITE DOES NOT CONTAN A CERTIFIED VERNAL POOL PER NHESP s _ MAP OCTOBER 1, 2006 *=I FAD VERNAL POOLS.' pvc s=o.o42 —. s s CL� Si►E IS NOT WRHIN A PRIORITY WIBITAT PER NHESP MAP OCTOBER ---297 �F--- s pK S ' HILL CIR 1 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES s - s- s MASSSACHUSEM 90ANGERED SPECIES All. REGULATIONS (321 CMR10) s �✓ ----- SITE IS WITHIN A SrATE APPROVED TONE 0 (ROU WAT ND ER ,rn f / 5--. RED ARGE PROTECTION AREA SMH �' WIN W �1 INV IN, 53. , / W Oti iNV OU IN w — �a w W 8 --- \ 1. ALL GENERAL. CONSTRI1CiK1N NOTES ON SHEET C-2 FROOM TFIE SUBDIVISION CONSTRUCTION PLANS FOR COiU1T MEADOWS. DATED / ; >> M �_;'M / / , ' $�. ' .?, �• �, 6/25/07, "i HEREBY APPLY TO IM SITE PLAN, 2 ALL 0ADING0. WHIM AND UflLITY NOTES ON SHEET C 5 FROM s N y 49 �F 4' SCH 40 o. csi THE SUBDIVISION CONSTRUCTION PLANS FOR COi�If AFADOK DEEP FWD 12',, 110 / O Z1 X (MIN.) OWED 6/25/07. SHALL HEREBY APPLY TO THIS SIZE PLAN: DEEP itA1N ' ` ty c�_�„_ ----� "`� I SEWER BIAIDMG COIWrEC'T m. CF./STOR�iGE) / OUT x69.0 ' �� - MILL COVER SUL BE 3 FT. Tod-6&0/ 'F' - - SET AND MAINTiUN FROM DIETER UIiLRIES f� r 68. 26.0 B TTOL{"64.0 ; ,r �, L T 5$ o AS REQUIRED BY BARNSTABLE DPW. cp 08 12,1 5f S.F. I - UNM SEINER SERVICE OWEL'TLON SLOPE SHALL BE 211 0.281 ACRES ' I OPEN/' \ # 'SPACE � �\ PORCH O= �`\\N � ?k •- 08 Cotuit Meadows Subdivision ` It Jy Cotuit•Barnstabl usetft , DECK 9.8 r' l • \ I �` '.fQ' FlISMARm FOR 68.5x ��� so Ox 7.8 COTUIT EQUITABLE HOUSING9 LLC IPROPO�D P. O. BOX 95 It ItC�ntenr111e, MA 02632 It 42V 111LE `, \ ; `�c620 `, x66.5 x67.5 7.0/ Site Plan x6 �-- x68.5 Lot 58 Osprey Drive 112.E It 59 BAXTER NYE ENGINEERING & SURVEYING � � `, � Registered Professional Engineers and Land Surveyors cK of r kf ; VEGETATED W ; PROVIDE (1) W DIA, x 6' DEEP s ' DEEP RAIN i '• LEACHING BASIN Wf`: STONE Hyatmis MA 02601 � GARDEN (125; SURRouNDING (OR ALTbMIE- Phmee--(508 1-7502 Fax- 5W 771-7622 +� , C.F. STORAG) EQUIVALENT VOLUME-289 CF) ; ( N v C L ca ` ; TOP=63.0/ , ; CONNECT ROOF 3 �G J BOTTOM-62rb 1 DOWNSPOUT TO LEACHING BASIN -' 20 0 20 60 s�,S T mmmmWONAL E G SCALE IN FEET SCALE 1' a 20' DATE 9-30-09 REV. WE REMARKS LOT 58 mm Mum 0: 2005 2005-214 CML DESIGN 2005-214POLOTS.dw 2005-214