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HomeMy WebLinkAbout0294 PHEASANT HILL CIRCLE G�Ncc>c`!�r No-T F�cE� oR �ottxa.� Town of Barnstable Regulatory Services Thomas F.Geiler,Director MAS& Building Division 619. � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 \ Fax: 508-790-6230 PERMIT# . FEE: $ SHED REGISTRATION 200 square feet or less Location of shed(address) Village unn I� 1.. �� ,��t I�J`• WNIC ' S a 1- -2�+Lr( 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? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature.is.required) � �Gn�e� (Vl 'Sf} i4l/-ioh1j� (Sign off hours for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEETHE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MIDST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:05201 Town of Barnstable Building Department - 200 Main Street ,A"SZABLE. * Hyannis, MA 02601 9 MASS ze39. , (508) 862-4038 RFD INA'�A Certificate of Occupancy Application Number: 200902733 CO Number: 20080438 Parcel ID: 002002033 CO Issue Date: 10/30/09 Location: 294 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �al3Ge s BtaiikepZment Signature Date Signed OF TOWN ' 11 I0 i1 M1 4% Application Ref: 200902733* BARNSTABLE, * Issue Date: 07/02/09 Per it .� MASS. i639• Applicant: BAYSIDE BUILDING,INC Permit Number: B 20091138 Proposed Use: DEVELOPABLE LAND _ Expiration Date: 12/30/09 [Location 294 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002033 Permit Fee$ 1,326.00 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 260,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM 2 1/2 BATH CAPE WITH AN ATTACHED HI'THIS CARD MUST BE KEPT POSTED UNTIL FINAL [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: PO BOX 95. INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: � �� "�4 ��'L THIS PERMIT CONVEYS NORIGHT 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 APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC.'SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC'WORK.S. THE ISSUANCE OF THISTERMiT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. ' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTTTRUCTION 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. S.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(asset forth in MGL c,142A). h BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3; 1 Heating Inspection Approvals Engineering Dept I � _ Fire Dept 1 M 2- 'YY C, A S Board of Health f i I�17. i �' J ..r�° �/' t t TempParcelEdit Page 1 of 1 3 : @9 f.`L f3'+tf 1 •!l �L Rax r 14 �3�!".. 0 , : � •�'._w �.b. z'r;'�„_�^.,�A'�YLL`n�'�.'.c„x.rA.nc�.nT. :. ..' _.:: ... ,..i � .. .>,: ���,...T":`z.a ��.-..�., .;Y+,.`.''.$-• Logged In As: Wednesday,January 162008 Frank Schlegel New Parc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 033 ............ ........... E ..._.. ..... Street Number: 294 Unit: Dev Lot LOT 33 Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: T/R Villlage: '07 - Cotult �f Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) ... Date Added: Updated: R dafe Delete• Ad AnotM htt-D:Hissal2/Intranet/Pro-Ddata/Tem-DParcelEdit.asi)x?ID=Add 1/16/2008 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ®� . Q'3 Map Parcel - '. Application # a Health Division Date Issued Conservation Division ; Application Fee Planning Dept. A ,� '�� � Permit Fee 00 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address o2ff CAe,& Village z Owner S Address 16 Telephone -7 Permit Request ? 15 3 Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain �- . Groundwater Overlay C d P Project Valuation --P - Construction Type ✓ta/W-e— Lot Size q g/,3 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family p� Two Family ❑ Multi-Family units) Age of Existing Structure N •-W Historic House: ❑Yes ®"No On Old King's Highway: ❑Yes Flo Basement Type: Zfull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: MGas ❑ Oil ❑ Electric ❑ Other Central Air: J1 es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes lido Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing OInew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ _Commercial_-❑Yes i9 No If yes, site plan review# Current Use Proposed Use t.. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ' Name Telephone Number _7 / r7 p Address 164* IS License # �� S� ' 4/5 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOE , SIGNATUR E�' �� DATE 5 �� {fiT " i FOR OFFICIAL USE ONLY APPLICATION# _.DATE ISSUED � t VAP/PARCEL N0. e i ADDRESS VILLAGE 4 OWNER DATE OF INSPECTION: - FOUNDATION a FRAME 3 r# Pk 7117A9?oeo* INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL y PLUMBING: ROUGH FINAL ,t GAS: ROUGH FINAL FINAL BUILDING d } DATE CLOSED OUT ASSOCIATION.PLAN NO. r III;, t' Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver.6.00.5 By: on:06-19-2009:2:35:26 PM Project:OSPREY 2 CAR GARAGE-Location: GARAGE BEAM This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W 12x35 x 23.0 FT Section Adequate By: 145.2% Controlling Factor:Moment Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.24 IN=U1162 Total Load: TLD= 0.42 IN=U651 Reactions(Each End): Live Load: LL-Rxn= 3586 LB Dead Load: DL-Rxn= 2817 LB Total Load: TL-Rxn= 6403 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.82 IN Beam Data: Span: L= 23.0 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= 7.0 FT Wall Load: WALL= 0 PLF Live Load Reduction: Average Uniform Live Load: LL_Ave= 30.0 PSF Floor Loaded Area: FLA= 322.0 SF Reduction Based On Total Area: R1= 0.26 Max. Red'n Based On DULL Ratio: R2= 0.35 Max. Red'n Based On Total Area: R3= 0.40 Controlling Reduction Factor: R= 0.26 Design Live toad With Reduction: LL= 22.27 PSF Beam Loading: Beam Total Live Load: wL= 312 PLF Beam Self Weight: BSW= 35 PLF Beam Total Dead Load: wD= 245 PLF Total Maximum Load: wT= 557 PLF Properties for:W12x35/A36 Yield Stress: Fv= 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= 36819 FT-LB Nominal Moment Strength: Mr- 90288 FT-LB Controlling Shear: V= 6403 LB Nominal Shear Strength: Vr= 54000 LB Moment of Inertia(Deflection): Ireq= 105.11 IN4 1= 285.00 IN4 REScheck Software Version 4.2.1 Compliance- Certificate Project Title: THE OSPREY MODEL Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1345 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. Compliance:0.0%Better Than Code Maximum UA:362 Your UA:362 Lem• �. TOTAL CEILING:Flat Ceiling or Scissor Truss 1345 30.0 1.0 45 Skylight 1:Wood Frame:Double Pane 12 0.340 4 SHGC:0.31 FRONT WALL:Wood Frame,24"o.c. 1264 19.0 1.0 67 Orientation:Front WINDOWS:Wood Frame:Double Pane with Low-E 63 0.310 20 SHGC:0.31 , Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front Door 2:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 732 19.0 1.0 34 Orientation:Back WINDOWS:Wood Frame:Double Pane with Low-E 108 0.310 33 SHGC:0.31 Orientation:Back SLIDER:Glass 42 0.310 13 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 546 19.0 1.0 30 Orientation:Right Side WINDOWS:Wood Frame:Double Pane with Low-E 31 0.310 10 SHGC:0.31 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 490 19.0 1.0 27 Orientation:Left Side Window 4:Wood Frame:Double Pane with Low-E 20 0.310 6 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood Joistlfruss:Over Unconditioned Space 1345 19.0 1.0 61 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. Project Title:THE OSPREY MODEL Report date:06/22/09 Data filename:C:\Program Files\Check\REScheck\THE OSPREY.rck Page 1 of 5 1 Name-Title Signature Date i I. , Project Title:THE OSPREY MODEL Report date: 06/22/09 Data filename: C:\Program Files\Check\REScheck\THE OSPREY.rck Page 2 of 5 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c. R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ 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: ❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor.d.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4: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: ❑ Skylight 1:Wood Frame:Double Pane,U-factor.0.340 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:.Solid,U-factor:0.280 Comments: ❑ Door 2:Solid,U-factor.0.280 Comments: ❑ SLIDER:Glass,U-factor:0.310 Comments: Floors: Project Title:THE OSPREY MODEL Report date: 06/22/09 Data filename: C:1Program Files\Check\RESchecklTHE OSPREY.rck Page 3 of 5 ❑ Floor 1.•All-Wood Joist(Truss:Over Unconditioned Space,R-19.0 cavity+R-1.0 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:86 AFUE or higher Make and Model Number: (3 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. Ll 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: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑. Ducts in unconditioned spaces or outside the building are insulated to at least R-8. 0 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. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ 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: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to R-2. ❑ 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. Project Title:THE OSPREY MODEL Report date: 06/22/09 Data filename:C:\Program Files\Check\REScheck\THE OSPREY.rck Page 4 of 5 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 OSPREY MODEL Report date: 06/22/09 Data filename: C:\Program Files\Check\REScheck\THE OSPREY.rck Page 5 of 5 •Luuu 1 Gr1.i V 1 1 1 9y �IIIti14i1��`r� Vt�1, �11rrCilG . Ceiling/Roof 31.00 Wall 20.00 Floor!Foundation 20.00 Ductwork(unconditioned spaces): - Window 0.31 0.31 Skylight 0.34 0.31 Door 0.31 0.31 MALLd Forced Hot Air Furnace 86 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: i P�of�H�rti Town of Barnstable Regulatory Services 18MINSTAILAMAM $ Thomas F.GeUer,Director �prFDhlli��0 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 G'�If 17- FOIJ t 416L C as..Ownet..of the.sub'ect ro e ..............__ 1 p p tt-T ......,.._... .. heteb authorize y ... :. .to`act on my,beh4. in all matters relative to work authoiized.by.this building.petmit-application fot: (Address of Job) ; / r . a6 �g Sigmtute of Owner Date g/zGi� T 15C Print Name The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' C 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidai,it: Builders/Contractors/Electricians/Plumbers � AApplicant Information Please Print Legibly Nan1e(Business/Organizatiot>/Individual): I��T � ��jG ���� IAJC Address: k 9 5 City/State/Zip: COF /�,o y/Uf Alt. Phone#: Are you an employer?Check the appropriate box: Type of project (required): 1.❑ I am a employer with 4. X I am a general contractor and I 6. KNew'construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. F] Demolition workblg for nee in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. El We are a corporation and its required.] officers have exercised their 10.0Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.[] 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.❑ Other '.�nc applicant Umat checks box t!I niuv also fill out Ute section below showing(heir workers'compensation policy information. t tionmeo-ners who submit Umis affidam!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 the name of the sub•convaclors and their workers'comp.policy information. !run air employer that is providin, workers'conrperrsatiorr insurance for mr employees. Below is lire police' arid job site - information. �Q, f /+ Insurance compan\'Name: AC,42)1,1 Policy ~• or Self-ins. Lic, : w C—/ 00`7 3 lk'06 Expiration Date: Job Site Address: .q1 City/State/Zip: col_c/tr 16?.6�Q 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 file up to $1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be fonvarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerl fj under thepains yard penalties of perjury that the information provided above is true and correct. Si nature: Date: U`1 Phone#; Official use only. Do not write in this area, to be completed by city or town ofjtcial. City or Town; Permit/License# Issuing Authority(circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person; Phone#: Baysfde Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/1/04 6/1/09 6/1/04 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 7/1/05 7/l/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. 1/1/07 1/1/10 1/1/07 1/1/10 Cape Concrete Forms F4/30/081 6/5/09 12/7/07 12/7/09 Carpet Barn Inc 511110 1/1/05 1/1/10 Casella Waste Management 4/30/09 5/1/08 5/1/09 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 1/1/05 1/l/10 L &M Glass Co, Inc 5/1/04 5/1/09 5/1/04 5/l/09 MAP Insulation 10/1/07 10/l/09 10/1/07 10/l/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/l/07 10/1/09 4/1/07 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. 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Road: �. T/R: F` Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: PLBK 617/691-75 (APP 7-62) Date Added: Updated: -Update; DeletP,dtl.Another; http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 - - - ---_ -- --- — — — — - SMOIKE DETECTOR REV IEWED 0 G DEPT. 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WALLS 7' 6' X S' 3 1/2' CONCRETE SLAB w J VAPOR 8ARRIER 1 A. (2) #S REBAR TOP ♦ BOT. TYP. GROSS S E C T I O N U —8 1'-011 1IWXIq CONCRETE FoorlN Lu SCALE: 114" ZGC O t)k �4 O CROSS SECT 1 ON B z u ZE SCALE: 114 = 1 —O 3C,4® w u � m 0 SHEET NOTE: CONTRACTOR TO REFER TO W FGM 110 X 8 AND CHECKLIST FOR ADDITIONAL A(0 HIGH WIND TECHNIQUES ATTACHED TO DRAWINGS JOB: 0925 DRAWN BY: KW DATE: 6/22/09 RIDGE VEN 12 Ix 8 a ® 16 O.G. RIGID WIND WASH BARRIER REQUIRED 5 1�2- �J •o. ITOP g �12 ® M ATEXT OR EDGE OF EXTERIOR WA V d \6 5- (o BEA ) 2xbls N RING OPENING SIMPSON H2.5 FLUSH HDR FASTENERS AT ALL z Ln RAFTER / TOP PLATE i \\\ \ FASTENERS AT ALL I� JUNCTIONS TYP. 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LU z® N DINING Q z�ELu U GARAGE J �- n tu LUqT 200'a ® 16 OC (3) 1 3/4' x 9 1/2' LVL GIRT W L III�I (2) #s REBAR TOP E BOT. TYP. u P-Iq INSULATION � I POURED CONCRETE FOOTING Ib X 9- BASEMENT SHEET NOTE: ®��m SECTION CONTRACTOR TO REFER (2) i<5 REBAR TOP ♦BOT. TYP. `� TO WFGM 110 X B AND CHECKLIST FOR ADDITIONAL I u HIGH WIND TECHNIQUES SCALE: 114" = 1 —0 ATTACHED TO DRAWINGS JOB: Og25 DRAWN BY: KW DATE: 6/22/Oq JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING cV COMMON NAILS BOX NAILS m • EXEND HDR TO CORNER 2x6 DBL TOP PLATE I ROOF FRAMING BLOCKING TO RAFTER(TOE NAILED) z-Sd 2-IOd EACH END (3) FULL HGT. STUDS RIM BOARD TO RAFTER(END NAILED 2-lid 5-16d EACH END JACK STUD WALL FRAMING Ln Ln TOP PLATES AT INTERSECTIONS(PACE NAILED) 4-16d 5-16d AT JOINTS NAIL TOP PLATE "� HEADER TO HEASTUD TO STUD DER(PFACEACE NAILED)LED) 2 Ifid 2-Ifid z4'OG'ALONG eDGeB � � 4— TO BTM OF HDR W/ 2 ROWS OF 16d NAILS I w FLOOR FRAMING �j�y� and YI JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST J ]� BLOCKING TO JOIST(TOE NAILED) 2-Sd 2-10d EACH END ® 1 STRUCTURAL PANEL EADER CONTINUOUS HEADER BLOCKING TO SILL OR TOP PLATE(TOE NAILED) S-16d 4-16d EACH BLOCK NAILED 8d COMMON ® MULTIPLE OPENINGS - ® 3" O.C. EDGE AND FIELD LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-lid EACH JOIST I JOIST ON LEDGER TO BEAM(TOE NAILED) S-Sd S-IOd PER JOIST z nI - BAND JOIST TO JOIST(END NAILED) S-16d 4-1ld PER JOIST MEMO iaarr BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-160 S-16d PER FOOT w ' Lo DOOR TRIMMER STUDS ROOF SHEATHING WOOD STRUCTURAL PANELS - SIMPSON RAFTERS OR TRUSSES SPACED UP TO 16'O.C. 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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 Phone — (508) 771-7502 Fox — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Job Number 2005-214 Scale : 1" = 20' 07-08-2009 r�rnnAA A a a N. ^ o Coto a as i O SOT 3g , 3 o � 3 o ?3 e N 114 sg E z _ CO N O � N aD o LOT 33 a o z 4•01. 9,813f S.F. o 4r s m J o^^" 0.23f ACRES r Q1 � a m =off Q J 00 ^ Z p� 16.0. V M N m .81 ro o N Z 23.9. N 11 113 2j, 35 0, �� cw�e N �43 4j W �0T 3� G 00 O /O _N N � N / rn v vi O J C LO O a O N Z C� w 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 t� UI PREIMETER MONUMENTS, SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A . SPECIAL FLOOD HAZARD AREA. N N AIW4 oTHIS PLAN IS NOT TO BE CORDED NO IS IT TO BE USED TO ESTABLISH PROPERTY LINES. cnrta�� D'7 -A5• dg �o o REGISTERED PROFESSIONAL LA SUR fl? N BAXTER NYE ENGINEERING & SURVEYING DATE Q1-o8.al N O � Y Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 33 Pheasant Hill Circle 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 Page 158 Hyannis, MA 02601 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone — (508) 771-7502 Fax — (508)-771-7622 Job Number 2005-214 Scale : 1" = 20' 07-08-2009 - o� a (o oo as z J O m 2 ~o S O - ti 238. N �14SS, f 2 m ^ N O "• 4,, a h LOT 33 tu a o a o 40, 9,813f. S:F, O ^• w. CO JCS 0 0.23f ACRES. a m Z. 0�. Q J CO o Z o I O �8. ` 4•e' s' S t Co b N J ^ cwe N N IVY W nor 3� a O O N - 0) .. O00 / A � N , 3 O In 2 Ln O O - N Z C9 w 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 t� . PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A ' . SPECIAL FLOOD HAZARD AREA. aTHIS PLAN IS NOT TO BE CORDED NOI IS IT TO BE USED TO ESTABLISH PROPERTY LINES. O CISif O a1 -or - C291 o REGISTERED PROFESSIONAL t!!SfjR N BAXTER NYE ENGINEERING & SURVEYING DATE -a$ / 0 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 CONSTRUCTION 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.EC. (AREA OF CIWAt. ENVIRONMENTAL aMo CONCERN)' o SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED z KWATS OF RARE WILDLIFE` FOR USE WITH THE MA WETLANDS 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 'i'RIOW HABITATS OF RARE SPECIES" FOR SPECIES / UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CURIO) SITE IS WITHIN A STATE APPROVED ZONE 0 GROUND WATER RECHARGE PROTECTION AREA PROVIDE (1) 6 DIA►: / x 6' DEEP LEACWNG BASIN W/ 1' StME CONSTRUCTION NOTES: for 32 SURROUND*L (OR EQUIVAT VOLUME) 1. ALL GENERAL NOTES ON SHEET C-2 FROM THE �S �p•�, CONNECCCCT ALL ROOF � ,� 6/25/�07StNlitl HEREBY APPLY TO THIS SITE ISION CONSTRUCTION PLANS FOR COTUIT' MSS, DATED DOVOISPOUTS TO 33 14 E LEACHING BASIN 2. ALL GRADING, DRAINAGE; AND UTILITY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, .� 24.0 2 N DATED 6/25/07, SWILL. HEREBY APPLY TO THIS SITE PLAN. �,, , 8' ~ I lI 3. SEWER BUILDING CONNECTIONS: MIN. COVER SHALL BE 3 FT. SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES sv ~ 20 55.5 8/ DEEP R� GARDEN/ j �+ 3 AS REQUIRED BY BARNSTABLE DPW. m NO _ a CO co x 56.0 x 4 0, (250 C.F. STORA - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1 o, BoTTOM 5i o o / D r \ 0 55.5 1 x\ N I � I \\ 46154 .2CLEA ' / Cotuit Meadows Subdivision 1 OUT 18 0, fMin 1 a ,8, Ii S h o Cotuit-Barnstable, Massachusetts • \ �,5 c y PREPARED MR COTUIT EQUITABLE HOUSING, LLC w 24.0' I 10, 'E1y s • w�.. 6 — s INV.- P. O. Box 95 Centerville, MA 02632 3 �� W , co w � cor 3�c f, CURB STOP Site Plan Lot 33 Pheasant Hill Circle i BAXTER NYE ENGINEERING & SURVEYING _ C0 Registered Professional r Engineers and Land Surveyors w F Mq c / 3 78 North Street,3rd Floor,Hyannis,MA 02601 Ew q�ti �� w Phone-(508)771-7502 Fax (508)771-7622 -4 a, C1 L 3 20 0 20 60 ,ST ONAL E t SCALE IN FEET SCALE: 1" = 20' DATE: 06-17-09 REV. DATE: REMARKS ,l Lot 33 ue mom NAM 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214 C n G C n C