The URL can be used to link to this page

Home My WebLink About0254 PHEASANT HILL CIRCLE � � _ 1 Town of Barnstable Ft"e r Regulatory Services I Thomas F.Geiler,Director " A€STAB,�• ` Building Division . 9� i639• 22 ppi 4: 08 i°ren �a Toni Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# /d b 1 FEE: $ S. 06 W SHED REGISTRATION 120 square feet or less Location of shed(address) Village Property owner's name Telephone number Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation-Commission`(signature-is,required) S g�nJ hoars_for-Conservation,8:00=9:30-&3:30-4 30e.._ , �-, 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 FORM MUST BE ACCOMPANIED*BY A PLOT PLAN Q-forms-shedreg REV:042506 P�oF�HETati Town ,of Barnstable Building Department - 200 Main Street * BARNSTABLE, : H ya n n i s, MA 02601 9 MASS. (508 1639. ) 862-4038 �� ATFD MA'S A Certificate of Occupancy , Application Number: 200901503 CO Number: 20080407 Parcel ID: 002002028 CO Issue Date: 08/24/09 ` Location: 254 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: ' Building Department Signature Date Signed 'fHE TOWN aing OF BARNSTABLE r~�� Application Ref: 200901503* aa>ttivsaas>.E, Issue Date: 04/27/09 - ` Permit MASS �p i639• �� Applicant: BAYSIDE BUILDING ']NC rF�MAC a Permit Number: B 20090598 Proposed Use: DEVELOPABLE LAND Expiration Date: '10/25/09 Location 254 PHEASANT DILL CIRCLE Zoning District Permit Type:`NEW SINGLE FAMILY HOME Map Parcel 002002028 Permit Fee$ 1,198.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 235,000 I , APPROVED PLANS MUST BE RETAINED ON JOB AND- CONSTRUCT A 3 BEDROOM,2 BATH CAPE WITH AN,OVERSIZED 2 THIS CARD MUST BE KEPT POSTED UNTIL FINAL. CAR GARAGE 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: 1550 FALMOUTH ROAD-SUITE 12 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 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 THE BUILDING CODE,'MUST BE+APPROV:ED•BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND:LOCAT.ION OF PUBLICS EWERS MAY BE OBTAINED FROM THE DEPARTMENTOF.,,PUBLIC WORKS.;; THE ISSUANCE OF THIS PERMIT-DOES NOT-RELEASE THE-APPLICANT FRONT THE CONDITIONS OF ANY APPLICABLE SUBDIVISION'REST RICT]ON S. 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. 0 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS.TO GUARANTY FUND(asset forth in MGL c.142A). 0,91 u BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS r�'t/i vo, 2i3P 9 �k- 2 !h�� 2 / � 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2f-, ' �v R 5 Board of Health 7 n � ly �o � S y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION hs Map ®d aZ Parcel Application # Health Division Date Issued L1 Conservation:Division .' Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 6V Historic - OKH A) - Preservation / Hyannis Project Street Address o� Village 607-11 rr OwnerCe0TU IT EFe9y 1r y-ldoIJ �A16 L1- C Address /�X ��' C6.41T>I /L U l Telephone '2`7/-'f a`/D �d P / C 7 Permit R C' f Request D ��.. 7' �� o^Z ��1- L�P� w e � q Square feet: 1 st floor: existing proposed �� 2nd floor: existing proposed Total new /yOl Zoning District /Z Flood Plain C Groundwater Overlay Project Valuation 40935, M Construction Type V0&4b Lot Size 13, / Grandfathered: ❑Yes C<o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure ILI Historic House: ❑Yes �Ko On Old King's Highway: ❑Yes 0%Plo Basement Type: U Full ❑Crawl ❑Walkout -❑ Other c � Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) fie) Number of Baths: Full: existing . new Half: existing new _ Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Al Heat Type and Fuel: M Gas ❑ Oil ❑ Electric, ❑ Other Central Air: YYes ❑ No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes ®'No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Z,�esY_ee4 Attached garage: ❑existing ®'new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes alo If yes, site plan review# ' Current Use X Proposed Use c>' zt APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ' Name Telephone Number Address 'J��C CP License# Home Improvement Contractor# Worker's Compensation # GUCF DG73 "Id 6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO m SIGNATURE 1-- ATE r.l , FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ti ADDRESS VILLAGE I: OWNER :x DATE OF INSPECTION: } FOUNDATION y 'l OD 01: a6 0 ftck, �w • FRAME 'k or 0�/04/� INSULATION /a IAA S oQ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDINGf/ s� &-, /1? lot g DATE CLOSED OUT ASSOCIATION PLAN NO. , Il 2 The Contmonivealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 ivwtU.mass.gov1dca Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information `/ Please Print Legibly Name(Business/Organizatio(a/individual): 13�9Ysin9 136111,6 s,,-/6 l/JC. Address: For S City/State/Zip: 0_6V Z V ILLE 411. Phone#: Are you an employer? Check the appropriate box: Type of project (required): l.❑ I am a employer with 4. I am a general contractor and l 6. XNew construction employees(full and/or part-iirne).* have hired the sub-contractors 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 workuig 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 LE] Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.n Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other "anN applicant that checks box ul must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this of idav a indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box mus(attached an additional sheet all the name of the sub-contractors and their workers'comp.police infomration. 1(1/7, an emplo_rer that is providin, workers,compensation insurance for tin employees. Belowis the policy nnrl joh site information. Insurance Compam Name: /4012)/14 60 Police ~ or Self-ins. Lic. 9: &1 C-f 00*7 3 �106 !� _ Expiration Date: /// is — Job Site Address: 4 City/State/Zip:CQTO/T Inh 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 da} 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 cerl fy rr 1 er re pains(1, es ofperjury that the information provided above is true and correct. Si nature: Date: `1 91e9 Phone#: [[Official use only. Do not write in this area, to be completed by city or town official.y or Town; Permit/License# uing Authority(circle one): ' .oard of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector ther Person; Phone#t J " °FtHe rojyti Town of B arilstabl.e hP °� Regulatory Services s ' 3 Bnxxsr�r.s ` Thomas F.GelIer,Director puss. � 139, 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 I�Cd ir Eeeoilr7. Hoc6141 . L-L-C- t..of the.subjectproper-- ._......._... .: hereby authorize �J �s �/�' � ' /�� to,act on.=y.behalf,. in all matters relative to work authorize.d.by.this building.pernait•application for: as yr<< Cr2cc F-, Cd7`v T (Address of Job) Signature of Owner Date Print Name r TempParcelEdit Page 1 of 1 / ref � rF / Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System New Parcel Detail New Mapparcel: 002 002 028 4 Street Number: 254 Unit Dev Lot: LOT 28 .. . .... Road Name: PHEASANT HILL CIRCLE T/R: ....... .... ....._.. ( Sec. Road: T/R: h Villlage: 07 -CotUlt .' Part of M/P: MAP 002 PCL 002 _._._ _�......... . _._ ....,,., —_----- Plan Ref: jPLBK 617/69-75 (APP 7-62) I Date Added: 11/16/2008 2:55:47 PM Updated: 11/16/2008 2:55:47 PM ...�.. Updte = x Deletei Ad`dAnothe'r „-w http://issgl2/Intranet/Propdata/pledit.aspx?ID=TP492 1/16/2008 'I THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) M P�� C DATA • < , k r. ME ANaf �o a ui in e u e do s an ndards NtConstruction Supervisor License Lice nse CS 5645 ?.BN,!- BN kCEN, �R�IL�E �On�r , om�i�ss�oper�t' t> k vY �........... � ,�a7rw. 5-t9's r t �7•ytrcr '� N2'`; MOW` ( 7 e y-who Eattoo r -1 Hum y; � - � �S•�r: �t r ;3 ��, hrv�. �w_ � —�3z x t•, S ;� 7 r L ! fiv, all 4x } I 8 $ 00 .� OUO np,osed�(spa. x Elmo lot in ( B; `��rAt�, �I�asonry��y �� t ss j ren £t�ediG ontof the osse {ar , � � I� ,Farlur�e�to p j� c� saehusetts�StafeBuYld�ng;�oe INu SO pi 7,;, isp�c�a e for�rYYeZocahio�f his�h�ense L Y } a Any' �rft. (.yrvF„ Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/l/09 6/l/04 6/l/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering& 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William,Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/l/05 7/l/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. l/l/07 1/1/10 1l/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc 1/l/06 5/1/10 111105 1/1/10 Casella Waste Management 4/30/08 4/30/09 5/l/08 5/l/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 1/1/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire,Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 111105 1/1/10 L &M Glass Co, Inc 5/1/04 5/l/09 5/1/04 5/l/09 MAP Insulation 10/1/07 10/1/09 10/1/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 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 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. ' 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 r REScheck Software Version 4.2.1 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1991 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 28 BAYSIDE BUILDING,INC. COTUIT MEADOWS ,UILCYrrF me Compliance:5.9%Better Than Code , TOTAL CEILINGS:Flat Ceiling or Scissor Truss 1064 30.0 0.0 37 TOTAL WALLS:Wood Frame,24"o.c. 1200 19.0 0.0 56 Orientation:Front TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 165 0.330 54 SHGC:0.31 Orientation:Front TOTAL DOORS:Solid 42 0.280 12 Orientation:Front TOTAL GLASS DOOR:Glass 42 0.350 15 SHGC:0.31 Orientation:Front Wall 2:Wood Frame,24"o.c. 1200 19.0 0.0 71 Orientation:Left Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1064 19.0 0.0 50 Furnace 1:Forced Hot Air 86 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 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date: 04/10/09 Data filename:C:1Program FileslCheck\REScheck\GALVIN.rck Page 1 of 3 i REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.330 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. Doors: ❑ TOTAL DOORS:Solid,U-factor:0.280 Comments: ❑ TOTAL GLASS DOOR:Glass,U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity 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:86 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. Comments: Project Title: NEW CONSTRUCTION Report date:04/10/09 Data filename:C:\Program Files\Check\REScheck\GALVIN.rck Page 2 of 3 Materials Identification: Lj Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. Li 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: LJ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Li Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj 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 ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Ej Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. 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. Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: Lj Circulating hot water pipes are insulated to R-2. Ej Circulating 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: NEW CONSTRUCTION Report date:04/10/09 Data filename:C:\Program Files\Check\REScheck\GALVIN.rck Page 3 of 3 i 2006 IECC Energy Efficiency Certificate Ceiling 1 Roof 30.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): nmv. 11:urR3gWnxsS�YT.Y ..,..,A�•• r S;. �� Window 0.33 0.31 Door 0.28 0.31 ix f Forced Hot Air Furnace 86 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: I Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver:6.00.5 By: on:04-10-2009: 10:00:57 AM Project:GALVIN LOT 28 COTUIT MEADOWS-Location:`.GARAGE BEAM#11 This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W 16x45 x 27.0 FT 1 Section Adequate By: 127.3% Controlling Factor:Moment Deflections: Dead Load: DLD= 0.20 > IN Live Load: LLD= 0.29 IN=L/1123 Total Load: TLD= 0.49 IN=U663 Reactions(Each End): Live Load: LL-Rxn= 5535 LB Dead Load: DL-Rxn= 3848 LB Total Load: TL-Rxn= 9383 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.97 IN Beam Data: Span: L= 27.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 20.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 10.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Wall Load: WALL= 35 PLF Beam Loading: Beam Total Live Load: wL= 410 PLF Beam Self Weight: BSW= 45 PLF Beam Total Dead Load: wD= 285 PLF Total Maximum Load: wT= 695 PLF Properties for:W16x45/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 16.13 IN Web Thickness: tw= 0.35 IN Flange Width: bf= 7.04 IN Flange Thickness: tf= 0.57 .IN Distance to Web Toe of Fillet: k= 0.97 IN Moment of Inertia About X-X Axis: Ix-- 586.00 IN4 Section Modulus About X-X Axis: Sx= 72.70 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.83 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.23 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 46.75 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66"Fy: Lc-- 7.43 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 43.48 Limiting Web Height to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 63332 FT-LB Nominal Moment Strength: Mr- 143946 FT-LB Controlling Shear: V= 9383 LB Nominal Shear Strength: Vr= 80134 LB Moment of Inertia(Deflection): lreq= 212.24 IN4 1= 586.00 IN4 Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver:6.00.5 By: , on:04-10-2009: 10:04:52 AM Project:GALVIN LOT 28 COTUIT MEADOWS-Location:GARAGE BEAM#2 This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W1448 x 27.0 FT7 Section Adequate By: 159.4% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.31 IN=U1057 Total Load: TLD= 0.50 IN=U647 Reactions(Each End): Live Load: LL-Rxn= 4860 LB Dead Load: DL-Rxn= 3078 LB Total Load: TL-Rxn= 7938 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.19 IN . Beam Data: Span: L= 27.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.0 FT Wall Load: WALL= 0 PLF Beam Loading: - Beam Total Live Load: wL= 360 PLF Beam Self Weight: BSW= 48 PLF Beam Total Dead Load: wD= 228 PLF Total Maximum Load: wT= 588 PLF Properties for:W14x48/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 13.79 IN Web Thickness: tw= 0.34 IN Flange Width: bf= 8.03 IN Flange Thickness: tf= 0.60 IN Distance to Web Toe of Fillet: k= 1.19 IN Moment of Inertia About X-X Axis: Ix-- 484.00 IN4 Section Modulus About X-X Axis: Sx= 70.20 IN3 Radius of Gyration of Compression Flange+1/3 of Web: rt= 2.13 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.75 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 40.56 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 8.48 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 37.06 . Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 53582 FT-LB Nominal Moment Strength: Mr- 138996 FT-LB Controlling Shear: V= 7938 LB Nominal Shear Strength: Vr- 67516 LB Moment of Inertia(Deflection): Ireq= 179.56 IN4 1= 484.00 IN4 Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver:6.00.5 By: ,,_on:04-10-2009: 10:10:43 AM Project:GALVIN LOT 28 COTUIT MEADOWS-Location:GARAGE BEAM#3' , This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W 12x35 x 27.0 FT. Section Adequate By: 162.9% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.25 IN Live Load: LLD= 0.26 IN=U1244 Total Load: TLD= 0.51 IN=U631 Reactions(Each End): Live Load: LL-Rxn= 2430 LB Dead Load: DL-Rxn= 2362 LB Total Load: T.L-Rxn= 4792 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.82 IN Beam Data: Span: L= 27.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW7= 4.5 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 1.5 FT Wall Load: WALL= 50 PLF Beam Loading: Beam Total Live Load: wL= 180 PLF Beam Self Weight: BSW= 35 PLF Beam Total Dead Load: wD= 175 PLF Total Maximum Load: wT= 355 PLF Properties for:W12x35/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.50 IN Web Thickness: tw= 0.30 IN Flange Width: bf= 6.56 IN Flange Thickness: tf= 0.52. IN Distance to Web Toe of Fillet: k= 0.82 IN Moment of Inertia About X-X Axis: Ix= 285.00 IN4 Section Modulus About X-X Axis: Sx= 45.60 IN3 Radius of Gyration of Compression Flange+1/3 of Web: rt= 1.74 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.31 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 41.67 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 6.92 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 38.2 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 32349 FT-LB Nominal Moment Strength: Mr- 90288 FT-LB Controlling Shear: V= 4793 LB Nominal Shear Strength: Vr- 54000 LB Moment of Inertia(Deflection): Ireq= 108.41 IN4 1= 285.00 IN4 .=a a AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (ego CMR 5301.2.1.1)1 GALVIN RESIDENCE LOT 28 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)..............:...................................................................................................110 mph Q WindExposure Category.................:.................................................................................. 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ,.... 2 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) .................................................12 5 12:12 Q MeanRoof Height .....................................................:................(Fig 2)..................................................16.ft 5 33' Q Building Width,W ...............................................:..............(Fig 3)................................................. 46 ft <_80' Q Building Length, L ..............................................................(Fig 3)..................................................66 ft 5 80' Q Building Aspect Ratio(LMI) ...............................................(Fig 4).............................................! .8 5 1 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................................................................................... Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)...............................................r.._38 in. Q Bolt Spacing from endfjoint of plate ............................(Fig 5).:......................................12 in.5 6"—12" Q Bolt Embedment—concrete....................... •.(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5)..................................:........ in.>_15" N/A PlateWasher...................................................:...........(Fig 5)..............................................Z 3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)...............................................9'-4"ft 5 12' N/A 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 <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)................................................... ft 5 d N/A Floor Bracing at Endwalls...................................................(Fig 9)......::........................................................... Q Floor Sheathing Type .....................................................•..(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls...................:..........I..........................(Fig 10 and Table 5)...............................8 ft 5 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_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 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 6)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5).............................:..........2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)...................................:.............................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate . Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(fable 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(fable 9)..........................................6 ft 0 in.511, Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.511' Q Full Height Studs (no.of studs)...................................(Table 9)............................................................(3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................3 ft 0 in.<_12' Q Sill Plate Spans....................................I.......................(Table 9)..........................................3 ft 0 in.5 12" N/A Full Height Studs(no.of studs)...................................(fable 9)............................................................-23 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ......... ................................................................6-8"s 6'8" Q Sheathing Type.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..........................r 3 in. Q Field Nail Spacing......................................... able 10 ....................................................�12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathingable 10 ..................................................... 59%,+ Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension,L Nominal Height of Tallest Opening2..... .................................................................6'-8"<_6'8" Q SheathingType.............................................(note 4)....................................................;.....WSP Q Edge Nail Spacing.............:...........................(fable 11 or note 4 if less)..........................r3 in? Q Field Nail Spacing...................:.....................(Table 11).....................................................M in" Q Shear Connection(no.of 16d common nails)(fable 11).............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)...................................................'..31% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).............,...... ` N/A Wall Cladding Ratedfor Wind Speed?.....................................:........................................................................................ Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of Z 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 02 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) ............ . 0 Roof Sheathing Thickness........................................... .......................:.......................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q GALVIN RESIDENCE LOT 28 COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES TO THIS STRUCTURE. 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 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7go CMR 5301.2.1.1)1 -W EN THR EDGE REM ON FFY4MING 415E W MAq.S A�fibre. ' 11 11 1 11 1/ 1 1 11 1/ 1 Y MI it 11 11 11 11 11 11 11 1 11 11 I N W 1 11 /4 I 11 Il - N 7 .0 11 11 i m 1 F 1� I4 IC 1 Ed . I t 'iS 11 1 4 t z I 11 If g 1 � 11 11 1 W ii 11 � 1 .d0a. a II Q 11 it W 1 It 11 H „. A I - t II 11 11 11 �41 1 y AL MAILSPACM >� PANEt_ d 4 v See Datatl on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMx 5301.2.1.1)1 a i 1 Z N e M ; - 1 Q 1 1 1 1 11 II [S m 1 1 1 FRABAM MEMBERS 91 1 k � 1 ssk 1 _ ---�_--_i —L __ __ _�_ ^fir -- J STAGGERED w AUUL PATTERN PANEL PAWL EDGE 'DOUBLE NAIL SPAC114G DUAL Detail Vertical and Horizontal Nailing for Panel Attachment °FtHE Teti Town of Barnstable BARNSTABLE , i Regulatory Services ` 7 MASS. g +639. Building Division e:.f plFO MAC A, - 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 / Fax: 508-790-6230 Inspection Correction Notice 14 Type of Inspection Location S�f /' �r1 CG ,69 .s_Permit Number o2 d� 0� , Owner 07-� Lf (AfIgM aL Q4uilder tot t One notice to remain on job site, one notice on file in Building Department. The following o m items need co rrecting: g P"/le ' % LWk?o 11 S V s70' )6�� V U f2T II � N f a.w. Please call: 508-862-offfor re-inspection. Inspected by Date `oF1HE� � Town of Barnstable i BARNSTARIE.: Regulatory Services MASS. i639 Building Division plFO MAC a, 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice i Type of Inspection '0T/2 Location 2 GL LI C [. Permitmbf Q Owner Builder A* So One notice to remain on job site, one notice on file in Building Department. Yt The following items need correcting: 0 i YL A-r- LA C-t°S. L_YA pw�f�,v6-ra 4,-7,'t&zL,6 /fkos c-b — i_rYcr sa>6 of re 47- tuA� L . . g�-, F 000K11� —Fig r j —XxE w4u, *-Pr G9{ n6e. 1Ug4c. P07TE M(S41N($_ � " P110fl- DE-M7ND -ror.&r- 36kow SIRE O , G A,,#rc� OF Loy OU l; z Please call: 508-862-!3� for re-* p; ion. Inspected by Date 45 /Col l t �•�?o �� :�8.,�........ ,14J.4R.Y• 1 11 _ :��=_ = 111 = III'. _ _ ,.r•. i = .III. III'__ 111M= 111 = = 111 _c�111 _= =_ 11 00 INN m IL IIiii'■■ I■■■ ■■■ — ;■/■ ■■■iism l iiil liii) �� C 401544011 �' 11 L�J'i 111 `111 ��1�'�� __'■■■ I __ '__; III III ��,i�lil�i: ■�� — �I111 �' 111 ' `■■■ ='�= III �I111 f • N rr ll� M• 12 V N O sv Z Q ul • V J .h IWO y ~ W C _ -- �'s W _ --- - It —__ _. iii ma rED WOMER ^ 1` P LLU BOAR 0� w m w 20'-0' %-a m O 1 M a BAYSIDE BUILDING INC LEFT ELEVATION GALVIN RESIDENCE LOT 28 SCALE. va° r-o° a4 • W -- OL--- sp ------- ---_---_--- -----___--_-- - Q ; TO 12 W w J H lu i 4--la V-a TB'-2- 2w-0° SHEET BAYSIDE BU ILDING RIGHTING RIGT ELEVATION Gt�l VIN RESIDEracE LOT 28 SCALE- 1/4° I'-D JOB. o91o° DRAWN BYE KW DATE• 4/OI/O9 29 6° sr 6• N 14'-2• 14'-4° W-6' 10'-10° 18'-6° 7'-8' 9 u d IG LO o , - } n 80 V851 60 7/8' - 80 1 'x 60 710 - - TP424410 FLAT - TW2 10 - W DEC� 5m Q I 4.5 COWFM EA END --O STL&•I ABOVEACTIVE R7 Y. RM TLE BATS( REF I �- `j ME 14'-0° - ._... 10'-6•® P r_l o OAK 4410 i • in TW2 IL GARAGE 80 vWx 6o 7/B - ' 44 -.. i J J C 4'CONCRETE SLAE WITH 4'PITCH TO DOOR Q- DIW TWIMIO - \�// I DINING Eo I/84 60 7 2!& . P_AN ... OAK q IQ Z' 4xB OF 28 ® OAK ® _i 21k V-LAMW14x40 - - TW24410 ^COLUMN - — 0 STL BM A00✓E ———— - d CASED OPENI - m • v 12 2Q W 9 4QTE 2'4°. (L 2 CO LIVING ROOM V �N.. 4� STUD 22 22 OAK oAK g e r p Z r V-LAM W12x38 !. 101x8'O.H.DOOR 10'xe'O.H.OCOR - 2'-0• m -------- ------ (O 7v v W Q (3grmuous 1L HDR (91/2'LVL SPECIAL FRAMING FOR NARROW WALL �`_ . BRACING.SEE DETAI SHEET A7 1 3'-7'1/2' - 3'-0° 10'-0° 2'-0° 10'-0' W-0' W-10' R W_'. R 7'-S° r-8° - 6'-6° R 4'-10° SWIEET 19'-o' 88,0° AB FIRST FLOOR PLAN JOB' o9ID DRAWN 5Y. KW • SCALE: 1/4' a I'-O° DATE: 4/OI/09 I �'.I I hi II fill III I I 'I'I i.I Ilj' IIII III I I'' I( ( I I IIII,II,III III I III II , Q In luo ! IIIIIIII!I ,II I! I ,� !III l li ! IIIIIIIllli1j11 IIIII 111I I II,I IIIIIII IIIIIIII ,1 IIIIIII Qp III III. II I II IIII II IIII , II II 111 .. t� J LL� II it I III I ,II 1 ! ulllll IIIII I II !I it 11 i II 'III it III II !II I I11';I II I,I III IIIII I I Ilil IIII Ill,III V J n 'IIIII I,I IIII II'lii I III IiII I II IIII(IIIII IIII I IIII I ill l � IIIII y r u I� I I I' I I ' IIIII II III !I i l(IIIII IIII I" III ,II IIIIIIII! . _ � IOU;I! b '1 I I�`IIIII) III 'IIIII II III I'll Illll, ll I I a 1 ill III III III l IIIII I I) I III' I ,I I 1 r . O ` R I I I IIIII I I, ! �I I I I LI j j I I ! III I ICI II I III I I'I-III I'I II!,!I; I I I ill ii;l II III II1111 iil�' I"II IIIII(IIIII ',IIII I ('!III 'Ill'i I li I I Il 1 I'liI I A f 1..1 U L. I IIIIIII ( II jll 111 IIII ill IIIII llj!ilI!ilj'I I II IIIIIIII III ''I;II I I Iili II 6 ' uf O it (,III IIL;II ''!I IIIIIiIII IIIIIIII III IIII III IIIIIII /y1 Lr Q III IIIII,,I I, III 11. I I 'l II III I !� I I; ll I III II I II Idld li ' I II IIIII II' IIIII! IIII I 'I IIIIIII i IIIIIIII � 1 � ga � � •- 'l I I III I I I I I'III I I I I'III I IIII I I I I s .. d y� - IIII I I IIII I I I III III IIIII I I'li IIIII III('IIIII i ,!IIIII(IIIII lI II' � '� � � � � F � (� h - -.. r IIII III IIIIIIII ill I Iji!I li li'll !IIII,I Ii II Iljill I Ili I i'I I Ili III l � � .�". $ Q �- II I I I' II I I !, ': II (IIIIIIII IIII IIIIIII it IIII I I III �_ ��., _ O I ;IIIII IiII I ® 1 o I III It II III(lij I'I�i1 I II III l' III';.II`III;)III -= ram. BEDROOM �, m w ---- I IIII ,'I a-9° TH eawe s 4 aa, B. OAK ''!IIIII III III Iji I IIII --- OFFICE. m o --- !ci�lililll III III — OAK � 16, m — — --- a STORAGE-- OAK 80 Irex8i Ire• — ----- — O '•JO TW 2446 b - BEDROOM !tl 3o VOS56 Tre• oAK m -- rn Z --- _ OL cD - — - — ---_ 2p tu i a U IY -- I4'-7 Q 5'13/4° OAK r ......_. .,...—_ ...t. b N Lu m . 7'_2e 13'-B• 7'-2• - 6'-10° 4'-6' IT-4° 28'-0° 38'-W r 914EAR WALL COMPLIANCE ° W- 39X OF EACH WALL RUN SWEET VERTICAL suEATWING FIELD w - Bd NAILS 3° EDGE/12° FIELEL D 4 SECOND FLOOR PLAN (4)16d NAILS PER FT BOTTOM PLATE SCALE. I/4° I'-0" L. 31%OF EACW WALL RUN VERTICAL 9WEATWINC.WITW JOB, og10 8d NAILS 3° EDGE/12° FIELD DRAWN BTU KW (4)16d NAILS PER FT BOTTOM PLATE DATE, 4/01/o9 37'-0' - N • m • 14'-2° I4'-4• 9'-21 12'-0' O - --- -- = - -- a �. I DROP w l --------------------------- I , l `..j •- l l - - � w O . F- j I 2-2t1D GIRDER 0-4 U (L POST GALV.METAL POST 4J O' l l I l 1 10•'SONO TUBE-PIER TYP. M N I 'I l 'I*%do•CONTINOUS FOOfIINNG.TI1AiP = j I I s FQY U1 n I 'I • I I I ------- m --- ---------- --- --- 1 l ^I I I 6'BILCOI GARAGE l I u'� IS•exr� I !I I - - ,,.j • ° -- a o I L-- -- J i - rcCONCRETE O I, s - 5reSR - -——— wTcwRvD BASEMENT L T10°VAPOR HARRIER - - II — I`; I I:el I NOTE' i I 5'-0 I/2' -6'-2' 6'-2' 6'-2° 6'-2' 6'-3 1/2' I 5/8° ANCHOR 80LT3 _ I r I EMBEDDED 7° I ISPACED 38"O.C. m b I 12' FROM CORNERS I �T L_J L_J f�-�i I I '--- — L_J L_ I :I w Q WASHERS 3°x3°xl/4° I I STEEL GIRDER `I AK W'.30'.W 9GOWRETE PAD I I tt I u - ----� I Q N (L w F- O DROP WALL 10' I I r-----� CANTILEVER I f p l I m II _c i JOISTS UN I. aR DROP WALL I I d I LL II IIL---5w—/e��'5°A a—N5C°—HPOLR—A r—e w—a s—ue—R-----— •—OiD—OR--— — II III i; • St -9•CNC. A XIo.CONTINUOUS FOOTING TYP. C- • llIII _: I6G�'Aoslu .�M ETER a-BOLT —————————— —p- L—i V Ow - _ _ _ _ P (2)5/0'ANCHOR BOLTS (2)5/8•ANCHOR BOLTS I , —— ——— —— — ...... . W/3°z3°PLATE WASHERS W/9'v3'PLATE WASHERS Tr---_—__—_ m __-- —_i__—__— __--__—__' ..WASTe UWE _ ! W-6' '-6O'' 10'-6• 2'-9° 15'-0' 0'-0° I5'-0° `I 28'- W.-cp �! TO - DRAWN BY. KW DATE, 4/01/04 VY • fA tD Lo to TYP ROOF $ .. s .. 2,10.•16'O.C. v2v / .•w'o. V J` l� RIGID WIND WASH BARRIER REQUIRED - •�b O //� �Q- 55/B'PLYWOOD SHEATHING/' � ./ n AT EMERIOR EDGE OF EXTERIOR WALw`S , / /s. 4ASPHALT SHINGLES - - . T L4 , , - O .F+ - - co R30'F.G.INSVL. .0 A ISM �j, O ;t . ..- 'HURRICANE CLIP' 2.8 S•16 O.C. WI.. y FASTENERS AT ALL RAFTER/TOP PLATE - JUNCTIONS TYP. _ .' /' - liA STRAPPING\ _ _ �` ,w /+ 0-GYP.BOARD } SA,Y�,I/ HALL OPEN�� r U m / / m o 01 41. O _ - -5 1/ ' 12 a Q BLOCKING W-O.O.C. - 12. LL s. - 'I tr i �y a ° r - IN FIRST FROM GABLE WA TWO 1015T 2d&S•TO O.C. 2d0'S•10 O.C. - DOUBLE JOIST 0S2' UNDER DORMER . w VN i r .TYP.EAVES I%3 STRAPPI .. IDS FASCIA/k4 SECOND MEMBER _ V2'GYP.BOARD CONTINUOUS VENTING DRIP EDGE ICE 12'-0•' v <--WRT ,. 'IxS FRIEZE SO.W/BED MOULDING .KITCHEN FOYER _ m JOISTS HUNG FROM - - _ -.. rrP.0(TFR[OR.WALL. ✓" LEDGER SO W/ 2.6 EXT.STUDS•24°D.C./ ^ =METAL MANGERS _ 4'-1 1/4' 6'R19 F.G.INSULJ LEDGER HD JOINED TO ° V2'PLYWOOD SHEATHING/ - RIM JOIST W/ - FINISH FLOOR TTVIX WRAP/W.C.SHINGLES - Q (2)GALV.v2•LAG SCREWS 314'O5B 9UBFLOOR - - MM EA JOIST BAY 6'R19 FIBERGLASS INSUL _ _ _ M a . PT 2[10'S•16'O.C. wo-S•16'O.G. 2°105 1 Ib'O.G. - `• r 2-2,10 GIRDER GIRT 4'-2° TYP Fd1NDATION WALL _P.T.SILL ANCHORED 38'O.C. 4z4 P.T.Posr BASEMENT 6'rr-a'CONCRETE —BR DAMP PROOF BROW GRADE ° CAW.METAL POST ANCHOR - - @•'SONO TUBE'PIER TYP. I I - 9 'LALLY COLUMNS r-9'T W d6'CONTINUOUS FOOTING I� a I I _ NOTE, .. 3 I/2'CONCRETE SLAB _ 6/8" ANCHOR BOLTS - b MIL VAPOR BARRIER - EMBEDDED 7° - 1W-0° W' ,SPACED 33" O.C. ' ..• - - 3'-2° 12' FROM CORNERS . -:. -• _.. WASHERS 3°X3°z1/4° W SECTION "A" a SCALE, 1/4" a 1'-O° N Z 5HEET A(o JOB: 0910 DRAWN BY, KW ,�RIDLE VENT 2t19 RIDGE BOARD • M •ASPWALT SHINGLES W t, IN 12 'tM 1600. - S/E'CDX SHEATHING - v� O 12 N 2161.0w-D.C. mum 1p 'IzLo R s4' I. FSTOG m a/a'osa .. W CONE.VENTING DRIP EDGE 2tIOe•16'O.C. hl .•IL O.G0 IKS FASCIA bt4 SECOND MEMBER WAIO V 20'-0' Ibrz4S 14'-0' WI4.45 q'-0' W1 btB FRIEZE BOARD W/BID MOULDING JJJq ALUMINUM GUTTERS AND DOWN SPOUT- W • - _�c - FRIEZE BOARD AND MOILDINGS �y I��, r 4 0 .. GA'FIRE RATED � Grp,BOARD m Z&EXT.STUDS•16'O.G 1 BETWEEN GARAGE + - I/Z•PLYWOOD SHEATHING - .� _ AND LIVING SPACE TTVEK WRAP(OR WUAL) n . G RAG W'Gd c N.C.sH1NGLEa ® U? n 4'LO1C.9 &S}7�1'1 - A nlml fiR.R ~ O %TW TO OCORS —__— i ; __ ____—__ �'1 2�;a1w fa4 0 w Y nz m W m � �O•- 7.y. 1 Y(M(�•5{ydda�kta 'F�i` 'C'3i k"�6 _ M /y `-f ./i 4nC';� �r'LJ�' i�`lt'1.""�#Y�'��. S2�c+Y_� - ll�•�I Yt T'i.21,-0 - 5 ECT I ON''81' � SCALE ar•� „''- - MR a 5^JDINT.�DESCRIPTION + + e R ZK,,.- wrrmmt w Kurmpe w EX END NOR TO CORNER 2 6 DEL TOP PLATE « ". " vb Pa.°T4:. tamlwl xuu •a(Note NUL�� ROOF'FRAHING.-' *Y" `�. (S)FULL WGT.STUDS— JACK STUD - I[eM'e'MRD ra R.RQ(BD)M4tID..1+ ,MfW{ we ' a� ee-tY exJ1 C�0 N • WALL PRAHINGsc's`I •"TC� .ah-%=" -FY �� Q NAIL TOP PLATE TO BTM OF HDR W/1 ROWS OF 16d NAILS eNlwoG m R��iW)r ) r�, r Oye'•4 Q •S'O.C. u.w W si'eA•a+6 ecin Q FLOOR'.FRAHING1�z��+ . '+''6;E�x U N Q co STRUCTURAL PANEL HEADER CONTINUOUS HEADER R 1o:qu. q•GKOf!� �) { MlN 0 NAILED U COMMON •MULTIPLE OPENINGS (i4000M6; H lfcC WUID) }' �Z`�' e y ; �1 U W ®W O.G.EDGE AND FIELD tf40CKIN6.� LL Al rw. rK(lca ) N h�z,h..„ - veal e1xK I- Q tmaa en.v ro Ile.noK Imce(Fwm;n• )�}'�'.,,...;:,.,,.? �:.... e-"° 4-Iw F.�aI ewer � � Z DOOR TRIMMER STUDS P9l FOOT ` - ROOF,,SHEATHING;1,,. `""°?'`,{;''�"""...,�.'^ m J V a KArtW a•nweeo�,�oom•r• 1yF, ea la v mcm.•nrin W U) E.,, k'., Ittl P®fA/f'n6D P-S/e'ANWOR ENE ,,.�....OJaMLL:m.W aR'lalv.'nu+en'n••e.Gwe OVOmMIG w/S'W PLATE'WASHERS tuGLe D4%Wl�Am.a{'RA12 u.!•[at11UCT11KIiL me Y 6GVY n¢n ' _..__M16JtlY_� IU12111t•.'.��Maom..-.. �� ®A/. I{IID 'rod 4 t9'd:/4'FlFLD CEILING SNEATWINGi:f¢¢~z' i¢�Y.pF "1e.vF•� - `�' ami.f w.uen+lm��i�;*,•`'1 �i'm�" �"L. - ea tsnmu r wero nm .WALL-aWPATFIING:.'��'!S %e�`.'�:d.�3p`-R„"0Y y s e� a'e�F�,°,�F�X��', 3 ,:��'^i.• we v I.xcw•nr2n �••'.vFm.K�.FI®mo+lm`Fi+los i^�: 4 'F 8 ornm�wlanoAltn -"c� ,�l��'�a•w "` ems. e"e maa.e - v®cer.•nno SWEET IaOOD Ol1e1CrO1NL F.VC11� �'A^}tl �d -A 7 . �crte..m� k 2a•+..�-�ts.�A�x�'.' 'tr"��b'"�'�g�,, "° v mcero nm NARROW WALL BRACING AT GARAGE DOOR �' OgIO KW SCALE,N.T.S. rt > -. LY'. �"�_ ORAEN HY4/OI/Oq • m UN O L THIS SECTION ARE CEILING JOISTS A FOR ATTIC SPACE W/LIMITED OR NO STORAGE wtp .WAf 16.0. _ BLOCKING 4-aO.C. �4Y AFRO 7�GABLET ^�^ w O fA J z o rea6r� ` 2na. 2na. 2xl -� �W/ I6'O.0 W -III O • ' c CANTILEVER c /I6.O.C. � - - o IST9 UNDER �� FIRESO% \ _ WR LOo 17 . BIAWNG 4'-0 C. Z - � - IN FlRST TWO JDIST - 0 ' DEL DEL JOISTS . ., BAYS FROM GABLE UNDER JOISTS UNDER DORMER m T IL FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN SCALE. 1/5° . V-O' - SCALE- I/B° . I'-O' - _ RAFTERS 2W 1 I"OC 7/12 7/12 - E BOARDS UNLESS I �NOOTED BLACKING 4'-0b.C. _w Id41"18�FR 4ABLE Q I Z 'BUILD-O✓pt•' ' I I I I I I 1 � Q 4.5/12 � Q� J Q' 12/12 DORMER W 1— -go 1 12/12 • • 12/12 H N ° 21S/16.OG 21S 1 16bC SNIFFY DORMER RAPTER4 DORMER RAFTERS A 8 -. ROOF FRAMING PLAN ROOF PLAN SCALE, 1/5' . I'-O° JOBS 0910 SCALE, I/8" I'-O° DRAWN BYE KIN DATES 4/OI/O9 TempParcelEdit Page 1 of 1 .; t � � � � E $ y � � t ,I Logged In As: g Wednesday,January 16 2008 Frank Schlegel r� 1 Application Center Road System Reports Road System. New Parcel Detail • F New Mapparcel: 002 002 028 .... ...... . Street Number: 254 Unit Dev Lot LOT 28 ... Road Name: PHEASANT HILL CIRCLE n T/R Sec. Road: Villlage: 07 Cotult ....... . ...... Part of M/P: M._. __AP 002-P-.CL 0021_ _. .. Plan Ref: PLBK 617/69 75 (APP 7 62) Date Added: 1/16/2008 2:55:47 PM Updated: 1/16/2008 2 55:47 PM Update ®elete� Add Another http://issgl2/Intranet/Ptopdata/pledit.aspx?ID=TP492 1/16/2008 Foundation- Certification in, ' Barnst'able, MA Prepared For : Lot 28 Pheasant Hill Circle. 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 s 78' North Street, 3rd Floor. Hyannis, MA 02601 Phone (508) 771-7502 Fox — (508)-771-7622 Owner: Cotuit Equitable Housing, LLC. ` Job Number: 2005-214 Scale 1 20' 04-21-2009 Ot co r, Q a g DING..SEE gACK UNE r� - Coco co CL LOT. 28 4 N 13,849E S.F: , •r s b 0.32E ACRES LOT 27co t JF QY BOG ?0. cb 00000 sQs, , ti . s LOT 29 BENCHMARK: 48) SPK/SET ELEV.-64.14 4, , 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 Of REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN .RELATION T0. THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, , H THIS PLAN IS NOT TO BE RECORDEDy NOR IS IT TO BE USED TO ESTABLISH' PROPERTY LINES. FGKTE6l� REGISTERED PROFkSIONAL ID SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING. DATE 0:\7005\2005-214\CIVII\RFSIC,N\2005-214PRI OTS.dwg, 4/21/2001) 10:12:7:5 P.M, 1:1, 'MTM r Fo U-n.d at i*o n Certification in Barnstable MA .Pre aced For : Lot 28 Pheasant, Hill: Circle Assessor's Mop: z002 i_ot: 02 Baxter `'Nye° 'Engineering Surveying Community Panel Number 025551 0.021 D s Registered'Professional F.I.R.M. Map Zone: C, - Engineers and Land Surveyors 78, North Street,_3rd 'Floor Hyannis,y MA 02601 . Phone (508). 771-7502. Fax — (508)-771-7622 Owner: Cotuit Equitable,Housing;-LLC 4°`.Job Number: ` 2005 214 SCale 1" = 20 r 04-21-2009 s , 58.20' . _ Id ca LINE C rim. fi g DIN SE1BA n � i4 Vt 5 m ca [L. - r , a LOT 28 a N 131849f S.F. sr b 6.321.., ACRES LOT 27 f • 1. k I 1�9, OP�0\0� . y 01 Qj 11/ r8'oo. v�IP1�ati LOT 29 BENCHMARK: `. AV.` SPK/SET { ELEV. 64.14 �Y I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING' STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BAR.NSTABLE ZONING DISTRICT SIDELINE AND SETBACK ♦� pa REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN `RELATION TO -THE.MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD, HAZARD AREA. , joH THIS PLAN IS NOT TO BE RECORDED NOR IS IT JO BE:.USED TO ESTABLISH kPROPER TY LINES. Q REGISTERED PRO SIGNAL ND .SURVEYOR N BAXTER NYE ENGINEERING & ,SURVEYING DATE - � w 0:\7005\2005-714\Obill\RFSIGN\7005-714PRIOTS.dwg, 4/21/2009 10:12:75 PM,;1 1 MTM GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 — PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). S 6530"W W SITE IS NOT WITHIN AN AREA OF ESTIMATED HBITAT OF RARE 58.20 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED c� HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS z �.� PROTECTION ACT REGULATIONS (310 CMR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS.' SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CURIO) SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA LOT 28 pr 13,849f S.F. - .' a' 0 ,' b� m 0.32f ACRES + �4 ,, CONSTRUCTION NOTES. Z ^� `�' .�,• 1. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE SU 4DOWS+�'� �°�► '' � ,'� � FOR COTUIT ME 6 225 0BDIVISON CONSTRUCTION 7, SHALL HEREBY APPLY 4 THIS SITE PLAN , BATED % INVERT 00 .25 6' DiA. x Ir DEEP LEACHING/ 2. ALL GRADING, DRAINAGE" AND UTILITY NOTES ON SHEET C-5 FROM 4 Sto N w/ 1 G TONE DM � � THE SUB90N CONSTRUCTION PLANS FOR COTUIT MEADOWS, UNDIN I�E CT ALL ROOF ( / DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PUN. '� �• DOIkNSPOUTs TO LEACHING 3. SEWER BUILDING CONNECTIONS: BASik` / �/ — MIN. COVER SIIALL. BE 3 FT. LOT 27 f ,• — SET CLfANOUTS AND MAINTAIN CLEARANCE FROM OTHER / \` / / UTILITIES AS REQUIRED BY BARNSTABLE DPW. VEGtTATED 1Y/ ,% — MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1% / � � �• DEEP / /f� 5 / R- 63 ' 6O f ,•� i ,' M Cotult Meadows Subdivision x ��;, s ; Cotuit-Barnstable, Massachusetts '��•!� ....�� ,/ �' �,1ry S �� PREPARED FOR I3' DIA. x s' DEEP LEACHarG ,'' �� COTUIT EQUITABLE HOUSING, LLC BASIN w/ 1' M04E ; , SURROUNDING ALL ROOF LOT 2sa ; i �' �� P. 0. Box 95 DOWNSPOUTS TO LEACHING VVIS VIS { Centemille, AM 42632 BASH r SNH #16 S CS NAIL IN i PINE4 Raft" , Mom ELEV."&17 ; 1-51.24 17 N Site Plan GVD29 151.1 J - SM15 � , ` , ` 1, ,,;yykry_ °R""s4` \ Lot 28 Pheasant Hill Circle f , � I BAXTER NYE ENGINEERING & SURVEYING LOT 5'l co 4' SEMI�R SERVICEf f 1 s INVEi� 51.56 / f registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 " ` s Phone-(508)771-7502 Fax-(508)771-7622 0 D Y w q�yG r i R=56c` i vj r �� ► 20 0 20 60 No. 3 CA / SCALE IN FEET s, 5 ANA L N a� s L 6 G\ SCALE: 1' = 20' DA 4-7-09 REV. . DATE: REMARKS . . DRAWING NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBL0TS.dw I 2005-214