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Home My WebLink About0255 PHEASANT HILL CIRCLE Ov2- �tHE Town of Barnstable Building Department - 200 Main Street � • * Hyannis, MA 02601 9�A 6 MASS. ,�' (508) 862-4038 fiOccupancy., Certi catef o Application Number: 200901929 CO Number: 20080414 Parcel ID: 002002057 CO Issue Date: 09/01/09 Location-" 255 PHEASANT HILL CIRCLE 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 f ' d i n g -. OFIKEr TOWN OF BARNS 'ABLE Application Ref: 200901.929 BARNSTABLE, Issue Date: 05/07/09 Permit y MASS �. Opp 1639• �� Applicant: BAYSIDE BUILDING,INCH r '� ?FO MA.I a Permit Number: B 20090711 . Proposed Use: DEVELOPABLE LAND'-" Expiration Date: 11/04/09 Location 255 PHEASANT HILL CIRCLE` Zoning District Permit Type: 'NEW SINGLE FAMILY HOME Map Parcel 002002057 Permit Fee$ 739.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 145,000 Remarks ,. APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH CAPE WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL 1 CAR GARAGE-AFFORDABLE 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 - e Application Entered by: RM Building Permit Issued By: 4r_ THIS PERMIT;CONVEYS NO RIGHT TO OCCUPY ANY STREET;:ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY,ORPERMANENTLY. ENCROACHEMENTS ON PUBLIC-PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BFAPPROVED BY.THE JURISDICTION. t STREET OR-ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE,013T: NED FROM1. THE'DEPARTIv1ENT OF PUBLIC WORKS: <_:.> THE ISSUANCE OF THIS PERMIT'DOES NOT,RELEASETHE APPLICANT,FROM THE;CONDITIONS OFY:AN "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). 'n, F, „•rFEES KQ BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS DK'�a5 10q Y 2 2 2 .8zo9 - �l "C' 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 1 2 Board of Health *.V„ 40 r, i 6. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map D Parcel O�� d,S ;„ Application # 00 Health Division GL-L ncA- OMP Date Issued Conservation Division Application Fee Planning Dept. _ b�04-�1 Permit Fee uo Date Definitive Plan Approved by Planning Board AND Historic - OKH / Preservation/Hyannis NA� • Project Streeet.Address p25-5-P (e X1T 141 U- C 1kC-41E Village eb�� T Owner49'rd/'r XCU/7. HdL6,kJCO Z L-C Address 5' CtAJiwiz Telephoned �fU Permit Request /0 6Q VG— "C7_ :`F 3 iP,0_bf 9,64 0 15 -74 CAPE WITH 4AI 71-17AC4iF6 CM Square feet: 1'st floor: existing proposed 2nd floor: existing proposed f°Z Total new Zoning District 1e Flood Plain C Groundwater Overlay �p Project Valuation 1 �� Construction Type IV!V D •. Lot Size `d, a Grandfathered: ❑Yes ❑ No If yes, attach suppo ling doc,,4mentation. Dwelling Type: Single Family -Y Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes U40 On Old King's Qghway: 7 Yes--, W110 Basement Type: ®'Full ❑ Crawl ❑Walkout ❑Other P -711 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq. � Number of Baths: Full: existing new Half: existing w Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new_ First Floor Room Count Heat Type and Fuel: 2 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes i,No Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes W<0 Detached garage: ❑ existing ❑ new size Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Xnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes �U140 If yes, site plan review # Current Use �f ACA4/7 1-07` Proposed Use APPLICANT INFORMATION z (BUILDER OR HOMEOWNER) Name 4 � Telephone Number �f n p Address ��// 7 License # 46 5-6 V , C24t2rZi�l )4 02Z6 Home Improvement Contractor# Worker's Compensation # A l6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN Tolad"j-4-4&h SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# , U WE ISSUED MAP/PARCEL NO. ADDRESS ` VILLAGE OWNER DATE OF INSPECTION: 4 FOUNDATION Ott S B oaf 0 6 17 f?W FRAME 040 t R►2tqt-- 6w � (vlan INSULATION g/A1S FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Q 10,40,?"cle—� DATE CLOSED OUT `4 ASSOCIATION PLAN NO. c ti '.ti e Zll 4 IN REScheck Software Version 4.2.1 Compliance Certificate Project Title: THE PHEASANT MODEL Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 90 deg.from North Conditioned Floor Area: 816 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. $r g � a e s ai a a Compliance:0.2%Better Than Code t •� �a...`fir.'. � .+'.ts.�f'."&o� `��" .'�'T ';p� ' ,pme.�F 'w ,1. �,3� • .�. e�r. TOTAL CEILINGS:Flat Ceiling or Scissor Truss 820 30.0 1.0 28 k FRONT WALL:Wood Frame,'24"o.c. 340 19.0 1.0 16 Orientation:Front FRONT WINDOWS:Wood Frame:Double Pane with Low-E 48 0.310 15 SHGC:0.31 Orientation:Front Door;1:Solid 21 0.280 6 Orientation:Front IN- REAR WALL:Wood Frame,24"o.c. 615 19.0 1.0 30 Orientation:Back - Window 2:Wood Frame:Double Pane with Low-E 52 0.310 16 SHGC:0.31 Orientation:Back SLIDER:Glass 42 0.310 13 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 403 19.0 1.0 22 Orientation:Right Side Door 2:Solid 21 0.280 6 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 403 19.0 1.0 21 Orientation:Left Side Window 3:Wood Frame:Double Pane with Low-E 48 0.310 15 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 820 19.0 1.0 37 Furnace 1:Forced Hot Air 93 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit applicaf The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.1 to pply wit a ma datory requirements listed in the REScheck Inspection Checklist. Name-T Signature Date Project Title: THE PHEASANT.MODEL Report date:05/01/09 Data filename:C:\Program Files\Check\REScheck\THE PHEASANT MODEL COTUIT MEADOWS.rck Page 1_of 4 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS: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: ❑ FRONT 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: ❑ Window 2: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: ❑ Window 3: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. Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ SLIDER:Glass,U-factor:0.310 Comments: ❑ Door 2:Solid,U-factor:.0.280 Comments: Floors: ❑ 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 subfioor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.93 AFUE or higher Make and Model Number: Project Title:THE PHEASANT MODEL Report date: 05/01/09 Data filename:C:\Program Files\Check\REScheck\THE PHEASANT MODEL COTUIT MEADOWS.rck Page 2 of 4 Air Leakage: Lj Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. O 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: 0 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: D 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: Ll Materials and equipment are identified so that compliance can be determined. a 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 manufacturers 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: Li 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: ❑ 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. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. C] Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: i] 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: i] 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. 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: Lj 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 PHEASANT MODEL Report date:05/01/09 Data filename:C:\Program Files\Check\REScheck\THE PHEASANT MODEL COTUIT MEADOWS.rck Page 3 of 4 Project Title: THE PHEASANT MODEL Report date: 05/01/09 Data filename:C:\Program Files\Check\REScheck\THE PHEASANT MODEL COTUIT MEADOWS.rck Page 4 of 4 2006 IECC Energy Efficiency Certificate Ceiling/Roof 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.31 0.31 t � may' Forced Hot Air Furnace 93 AFUE Water Heater: Name: Date: Comments: Uniformly Loaded Floor Beam[2000 International Building Code(97 NDS)]Ver:6.00.5 By: on:05-01-2009: 1:28:07 PM Project:THE PHEASANT MODEL-Location: LIVING/DINING CEILING This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (3) 1.75 IN x 9.25 IN x 12.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By:74.6% Controlling Factor: Moment of Inertia/Depth Required 7.68 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= 0.12 IN Live Load: LLD= 0.22 IN=U648 Total Load: TLD= 0.34 IN=U419 Reactions(Each End): Live Load: LL-Rxn= 1980 LB Dead Load: DL-Rxn= 1081 LB Total Load: TL-Rxn= 3061 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.69 IN Beam Data: Span: L= 12.0 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: TW1= 5.5 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 330 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 180 PLF Total Maximum Load: wT= 510 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3191 PSI Adjustment Factors:Cd=1.00 Cf=1.03 Fv': Fv'= 290 PSI Adiustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= 9183 FT-LB 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2694 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 34.53 IN3 S= 74.87 IN3 Area(Shear): Areq 13.93 IN2 Moment of Inertia(Deflection): A= 48.56 IN2 Ireq= 198.32 IN4 1= 346.26 IN4 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 255 PHEASANT HILL CIRCLE LOT#57 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)....................................................................................................................110 mph Q WindExposure Category............................................... ................................................................................ B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Q Roof Pitch ..........................................................................(Fig 2) .................................................12 5 12:12 Q Mean Roof Height .........:...........................................................(Fig 2)..................................................16 ft <_33' Q BuildingWidth,W ..............................................................(Fig 3).....................:........................... 24 ft <_80' Q Building Length, L ......................................:.......................(Fig 3)..................................................48 ft <-80' Q Building Aspect Ratio ............................(Fig 4 .............................2 <_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.....................i.................................................................. Q....................................... Concrete Masonry....................................................................................... N/A .......................... 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ................................. ........(Table 4)................................................... 28 in. Q Bolt Spacing from endloint of plate ............................(Fig 5).........................................12 in.s 6"-12" Q Bolt Embedment-concrete........................................(Fig 5)..................................................7 in.z 7" Q Bolt Embedment-mason (Fig 5 in.a 15" N/A Plate Washer...............................................................(Fig 5)..............................................z 3"x 3"x 1�4" Q 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 Floor Bracing at Endwalls...................................................(Fig 9 ............................................... ...... 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.:5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)..........................................._It s d N/A Ky A.WC 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 5)..........................................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)............................................I...................... Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft ZW/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)........................... ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length .....................................:..................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)......................... .........................:.........2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..........................................6 ft 0 in.<_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.............................................................(Table 9)..........................................9 ft 0 in.<_12' Q Sill Plate Spans....................:......................................(Table 9).................................._ft_in.512" 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 Nominal Height of Tallest Opening2 ....................................................I......................6'-8"5 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).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)..................................................... 717Q 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.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11)..................`....................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).....................................................100 aq Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed?.................................................: Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for.Compliance(780 Cox 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<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.z 7/16°WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q 255 PHEASANT HILL CIRCLE LOT#57 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. l 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 r 4 .- ' A.WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7a0 CMR 5301.2.1.1)1 -WHEN THF3 EDGE RESTS ON RRAMING MEN NAp.S A�fibrc. 11 11 ! II li Y 1-I 1 11 11 11 Ir. I 11 11 1 1 11 11 N 1•I .�3L[ 1 7 11 1l O {V t ,,Ct 'll 11 1 m 0 J. ' 2 I Ip 11 1 r 1 4L 1 112 I I 11 11 11 W 1 r 1.1 1 W 41 1 11 I r Wi 1 V ii ii du 1 . I I I l l ! la t • 11 rl !1 n _!I 11 1 1 4OU0LE£I)C AWILSPACN+Ma See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment A.WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massichusetts Checklist for Compliance(7so CNM 5301.2.1.1)1 a z c i ZQ 1 1 1 1 1 1 1 1 1 1 1 If 11 1 Id i i � m II Ii / 1 an Dd MMAING MEMBERS i EDGE MaERMEM'M 1 1 1 1 1 1 1 = 1++1 r dAIM. 1 STAGGERED 3•MK MML PAT7ERN 9 PANEL PA%V-EDGE DOUBLE NAIL EDGE SPACW G DErAL Detail. Vertical and Horizontal Nailing for Panel Attachment Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/1/09 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 l/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc l/l/06 511110 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 l/l/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/l/04 5/l/09 5/l/04 5/1/09 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 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I MF L DATA x Construction Supervisor License '' a � a ,Lic" n(,se a CAS '5645 mp OM r 7 yv t t i a t � ^fit s + f ti Commisss oner �rR 3pP .. :, k r { 1 ! y S �x 00, 5;000�cfenclosd space taSOII.rpOALy i k C 3 t, '�o s�ss�a�ourrrent�editi�on�of .0.Pr F goy sash+use�5rtat BYull"Y" e n3 1 io I is caase�for�reZocatnxof��hisdhce�►se{ p t ' 11'ryry 4 ue tz i s T/re Coninionjvealth of Alassachtisetts Department of Industrial Accidents Office of Investigations UV6 600 Washington Street Boston, MA 02111 iv w 1 U.nlass.go v1d l a Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organiia(iort/Individual): 1qy5/Dg 13t 1A✓C, Address: 23d X q 5 City/State/Zip: _V ILI-f 411• Phone#: )8 ` `791— I,Yd Are you an employer?Check the appropriate box: Type of project (required): 1.❑ I am a employer with 4. L.I am a general contractor and I 6. XNew construction employees(full and/or part-tirne).* have hired the sub-contractors 2.❑ 1 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 workbig for me 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 I0.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL I I.[] Plumbing repairs or additions myself. [No workers' comp. c. 152, §I(4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.0 Other 'An y applicant Ural checks box 1,1 must also fill out Ure section below showing their workers'compensation police information. t Homeowncrs who submit Utis affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check(his box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I arrr an errrplo_rer that is providin, workers'c'onrperrsation insurance for nrr enrploj'ees. t3elow is!!re policy and job sire inforination. q Insurance Company Name: /1C11.al14 .��itl-S Co Polio• i or Self-ins. Lic. k: &/C-1-r-7 0017 3 iVO6 !1 Expiration Date: Job Site Address:dS S' P --p9-,d/r City/State/Zip: COTO IT Ib 4 6 7 S 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 imprisorunent,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify rrr f the pains and J {i s o erjury that the information provided above is true and correct, Signature: i Date Phone#: SdF - °7°7/— Ell only. Do not write in fills area, to be completed by city or town official. n: Permit/License# thority(circle one): Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspectorson: Phone#: TempParcelEdit Page 1 of 1 If s � , n Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 057 Street Number: 255 ` Unit: Dev Lot: LOT 57 Road Name: PHEASANT HILL CIRCLE T/R IW Sec Road: T/R: IW Villlage: 07 - Cotuit [R°'. Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: owl Rpdatei Deleyte 4 Add other http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 �oF1He rohti Town of Barnstable hP Regulatory Services MAM � Y 9 sexx i.�$ Thomas F.Geller,Director A im 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 T,C�TU i7 !�(�l7� �li3c�5,rd.6 LL C. ;as..Owylet..of the.subject property. ....... ._... .: hereby authorize BAY5lbF 6 0!4D/V6 _ //1/C : . ,to`act on tay.behalf,. in all matters relative to work authoiized.by.this building.petrnit-application fox: o255- CA�alr aTU rr. (Addtess of Job) ; signature of Owner i Date 512 1AA1 T. Print Name q N i DETECTORS RE'V;L ,:-J t N SMOKE V - - - - Ln BARN STABLE BUILDING DEPT T� 0 B S DhtLn Q FIRE DEPARTMENT DATE ►I� J !!7 OTH SIGNATURES ARE REQUIRED FOR PERMITTING �• w o CARBON MONOXIDE ALARMS I" Ln AC _ETTS BUILDING ODE - W MUST BE INSTALLED PER Z MASS HUS C a - - - -- - -- -- U a Lj Lj o ®®®® � DD, ®�®® D o DD ®�® _ o ®®®® to� m w., m w Z FRONT ELEVATION M m SCALE: 1/4- . P-0- - W m n - yw UJI -- --- -- -- f�w --- -- -- - - - ZLU V Q -- --- - - -- -- -J 0 w r - \zm w 0. �m6 LLU w SHEET > t Al REAR ELEVATION - SCALE: 114' - V-O° �,\ JOB. 09I3 DRAWN BY. KW DATE, 4/28/09 ' N U0 O Ln x t>h W Q V u'i J P% H z� � o ® Wit) z LL � w0 m a 0 17 � n � n LEFT ELEVATION RIGHT ELEVATION r�n O . SCALE- I/4° I'-O" SCALE, 1/4' . V-O° VI W Ln Z m -• 12 / m a. . _ 4p- — TIP.ROOF 'HURRICANE CLIP' F.G.INSUL. 2ti0'.1 16'O.C. - ' FASTENERS AT ALL _ RSO P.G.INBVV 9 Y 16 O.C. RAFTER/TOP PLATE _ e/8'PLYWOOD SHEATHING/ ` JUNCTIONS TIP. ASPHALT SHINGLES IxS STRAPP RIGID WIND WASH BARRIER REQUIRED 1/2' EXPLATE - . _ AT EXTERIOR EDGE OF JECTIERIOR SAT HALL w N Z. 8�_�• S�'8i w 12 _Q w BLOCKING 4'-0'O.C. 112 IN FIRST TWO JOIST 211m•tell O.C. 2t10'9 1 IL'O.G. E Typ.EVFP wRI K Q. BAYS FROM GABLE WALL IxB FASCIA/W SECOND MEMBER 0 C lag STRAPPING —19R CONTINUOUS VENTING DRIP EDGE - z V Q m I/2'GYP.BOARD 9� bA FRIEZE BD.W BED MOULDING QJw KITCHEN FOYER TrF m=ICR well J J� N 2"EICT.sTUDs•24'O.C./ ILA S z j 6'Rt9 F.G.INSULT w �- Q V2'PLYWOOD SHEATHING/ FINISH FLOOR 4'-0• TYVEK WRAP/W.C.SHINGLES �Z y� a S/4'088 SUBFLOOR V 'R19 FIBERGLASS INsuL Q Q Lu 2-WO GIRDER PT 2I"1 W O.C. 2dM•16'O.C. 2110%1 16'O.C. - �Q VLu 4.4 P.T.POST - B-2t10 CRP— 4-2 rrP a0�:oenoN wan_ U J GALV.METAL POST AN6lOR _ BASEMENT _18R B' '-�9LL ONCRRETE 2B•O.C. z m w re'BRIO TUBE'PIER TYP. _ I PROOF BELOW CRAVE (L VY LALLY CCOLUflNS p�T IDCAiti6 CONTINUOUS FOOTING a O O �!1m J U e MIL VAPORETE sLAe NOTE. I(tLJI 6 MIL vntvR BARRIER 5/B° ANCHOR BOLTS EMBEDDED 7' _ SPACED 281 O.C. - ....._.. -. . ... .-_. 12" FROM CORNERS - ,':iv WASHERS 3"x3"xt/4" SHEET 24'-0' SECTION "A" JOB. 09ss SCALE: 1/4" . 1'-0" DRAWN BY- KW DATE, 4/28/09 N 7'-9"- 6-10' 12'-2" vl'I 0 Lo �M J L 00 w o Ln DEC w v M v Ij. j FAN Q 0 - � � n x O LITE ob o O O 1 1 z@ I�1 g t o W IA Inc 13i_6u I 12'-61 1 -0 5 244DH2B50 0 - 2d0'� o m Li 616-0. 32'xi0' n OAK I OAK RdF a 2 k ABOVE - 0 I fi MM m .PULL DOWNS m 24 STAIRS_� 12'_0• . Ll m 2$ - C-AQArF 241DH2H9 of 2 o _ (B)9 V NC 4"LVL ABOVE FJ15H g...; IA S 4"CORETE SLAB 02StST F+i v PITCH TOWARD DCORS 2r" O _. 5 ..-.s W .. I i Q FBE12R 2M Z LIVING 2E m CARPEa 9 tu Q 244OHZB60 O _ OAK [ �o O 32'"0' i1 .. iI � W{� LY L 7kW oil.DOOR Zc 8 2@ i Ir �cz-caS kk — Ul v v 4 j J J m m N EE AIA � � ARROW wu ZQ c Q Q NOTE. CONTRACTOR TO REFER V W to TO WFCM 110 X B AND CHECKLIST FOR ADDITIONAL {y a m HIGH WIND TECHNIQUES OL(- RELATED TO TWIS PLAN 7-0° 6-O" 4'-0" 2-6" 9-O° 2-6' � 0 SHEAR WALL COMPLIANCE. !1 4-0' 6-0° 7-0' 34'-0' 14'-0' W. 35R OF EACH WALL RUN VERTICAL SHEATHING WITH 5d NAILS 3" EDGEA2' FIELD (4)16d NAILS PER FT BOTTOM PLATE Q� fl�� SHEET - L. Us OF EACH WALL RUN 'a 11 FIRST FLOOR PLAN J� VERTICAL SHEATHING WITH SCALE. I/4° I'-0° A ad NAILS 3° EDGE/12' FIELD (4)16d NAILS PER FT BOTTOM PLATE JOB. 0913 DRAWN BY. KW DATE. 4/20/O9 • N m V � N O Ln Ln • J n e4 0• W 1.� W O W - g _ ge b~ V LL. d '1 e W O O -_ •. z_ _ N VINYL Ln — r_ .____.s - - c_I e 2 LIN 2. /- W 2A ilk cq a. O (2)244DR2449 -- Y B2"7' N --- BEDROOM BEDROOM CARPET t CARPET - .. - __ _ - - V Z g 16.-0. m '-e 14'-4° — ---_ Q W :-.«.._ p/ ,WALL KNEE WALL —' W V 3 ------ — -_-- _ - - — - a o lu w Z j Z t— Q O CL 54'-0• a =m a KoO mm , W SECOND FLOOR FL-ANSHEET A4 SCALE, 1/4" - 1'-0° .10B, 0913 DRAWN BY, KW ' DATE. _4/28/09 N 48,_0' • � 34 O° a-O° V N 12'_0'- 9'_3• 6:4102 6i_qu 7_qn '_IO° Z - .J Lo W OD 4x41GIRDER P.T.POST igr�•NO BEPo•PER --.-- - I J I DD7R W/ i (L I I i6°E%T.I I wALL c• MM 4 I I I I 3 ° �- - cr ® N 0 a I I u o I ``IZIA6 cONcRErE WALL I.=.I `•� W m I I BASEMENT I I c•xo CON7IN0003 PMfING Tw. I ^i m Ej I • CONCRETE SLAB 'v • I' I I=? �/ Z - I I VAPOR BARRIER 7'-3° I ?I 1 m GARAGE I I I I 3PLJT I% 4•CONCRETE SLAB I GIRT77 I PRCN TOWARD DOOR I p o �o LOAD 'LPICMAI _ IPx* I I L9-200 GIRDER I N x.I 9 V2•DIA.STEl3 Oq.PAD .f; I W - --i 30•x30'xYl°GONORETE PAD i -i & i�'I I�.�. Ill r I I I L ;-m ;, • I" I ICI ^JU DROP WALL Io• DOOR I I • I 'I ju U 3 I I ek r-9•Cam.WAIT I L -- -J I wxo oONTINUOUS FOOnNG TrP I — -- I Z U W - y —a- F � - LU EZ] Q "J Q OL U NOTE. W 5/B°ANCHOR,BOLTS 2'-3° 9'-6° 2'-3• \lu m _ to EMBEDDED 7' 34'-0' I4'-0° F♦;L SPACED 2@ O.C. AS'-O° WA a A FROM CbRNERSSHERS 3°x3•xl/4• O O (a w 5NEET 5 JOB: 0913 DRAWN BY. KW DATE. 4/28/09 N m u � ~} C Ln o 00 ... W o . vLL w o EX NO NDR TO CORNER �x6 DBL TOP PLATE JOINT DESCRIPTION- NI9�ml d NV'mp�A wll.aPAGN6 4 0 COIR•DN INIb Peo(NMLH _� (S)FULL HGT.5T ( UD5 * ROOF FRAMING ^ A JACK STUD qpq ipp,�p�(mom Wilms s..ld aue� ewl vI 'SA` NAIL TOP PLATE r WALL FRAMING - ® W TO BTM OF HDR �O'n^ ®/32 W9 OF Isd NAILS _ ieDPDP�iSs�i 11a&aBKTIDNB(PA�I NAIUDJ) h1.aw �I W A�T4�aNT4 Y! NC�aOt TO IWM)l(fAQ MAILm) N O.L AWAi mG® _a MwM STRUCTURAL PANEL HEADER CONTINUOUS HEADER - - FLOOR FRAMING .. W W -ti NAILED Sd COMMON O MULTIPLE OPENINGS - O 9'O.C.EDGE AND FIELD .Iasi to a LH TOP PUTS at OIIeDa(rob Nul®) A-ee �-uN Pa.last oIaCFN1 Te.last(r0!N.U�) - Y� 3-IW WD • - 9LaWl3]lb o4.1 OR TR f4TQ(T06 NNLID) W MDd HAOI BUXJf O . KOGa DiPR iD oLAM OR csmOe(IAe NuuS) �ve. .-lae �.laer m JaDr oN�Oo[m wxv(iDe w.11m) a-loa fa.mat ♦ DOOR TRIMMER STUDS D�i,�d�Dle i�D elu°TD(niw n...ie(is6 2trim s+-IW PD�i per IL e ROOF SHEATHING _ 1A97a otWJGTLML PANCa - wrtW DR if010!®oPACm Wa OL IW •®GNY Am 2-S/S°ANCHOR BOLTS I•eL IM 4 mcNY flm 9"x3"PLATE WASHERS . .�I � 6ADLp ��Ate!�¢TIW�ls�iTOK'IIIPAL eJ lio Y mcvn•flm . ' CVfImFW fast! LL RAx2 OR 4 mG0/4 Flm to CEILING SHEATHING crPsun wusDlwo sd coDl.ae r mcvxr flm Z- WALL SHEATHING Q W - i Ygaa eTm1C1URAL PANOJ - 14 TD N e.G ss I A•mDNC Flm I 1W V ' s AND •fm6PseAM PANRa . .Flm.. FLOOR SHEATHING V Q - NIOeD enawTw.0 Puma Q m Im s•mces•flm ONARRON WALL BRACING AT GARAGE DOOR pia* l e, N. Y®psY Fl6a J J BGLE.N.T.O. 1,1!: !-LJfa Z W w in =m IL �00 uj 10 SHEET JOB• 0913 DRAWN BT• KW ' DATE• 4/29/O9 TempParcelEdit Page 1 of 1 Ik /61' r of -, Logged In As: Wednesday,January 162008 Frank Schlegel eParcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 057 Street Number: 255 Unit: Dev Lot ILLOT 57 Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: , T/R villlage: 07 - Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: %Update �Delete� Add no her _ i htt,� //ieenl7/Tntranat/Prnnrlata/TamnParnPlF.r�it acnx?TT)=Add 1/16/2008 I Foundation Certification in Barnstable, MA Pre ared For : Lot 57 Pheasant Hill Circle Assessor's Map: 002 Lot: 02 -- Baxter Nye Engineering & . Surveying CommunityPanel Number 025551 0021 D � �'� Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors ' 78 North Street, 3rd Floor Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-771-7622 Owner: Cotuit Equitable Housing, LLC Job Plumber. 2005-214 Scale ; 1 = 20' 05-13-2009 \00e co c� a LOT 28 co BENCHMARK: SPK/SET ELEV.=64.14 G ti OPEN �c, �� / o SPACE LOT 29 v •��,��' ` LA � v LOT 55 a' °=\CV o \ na oJ2 h\�� ho ? 1s• h• 40,4• ? / 2 0p• L � LO T T 57 a 10,421± S.F. / N 0.24± ACRES / LOT 59 2 LOT 56 1 CERTIFY THAT TO' THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE .USED TO ESTABLISH PROPERTY LINES. 29874 ® r REGISTERED PRO 4SSIONALD SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 0:\7005\2005-214\CIVII\OFSIGN\7005-714PRIOTS,dwg, 5/13/7009 11:7.3:59 P.M,-1:1, MTM GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 Z 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 pVSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. & SAL NOTES: 00 �, / �,,5 �• • SITE IS NOT WI IRN AN AC.EC. (AREA OF CRITtCAt. ENVIRONMEN AL r �o� LO /27 ; , /S. CONCERN'). /� S SITE 5NOT WI1tnIV AN AREA OF ESTIMATED W WAT OF RARE z ;' oo rIS ,' / ,% WMDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED ' ' ,dz�, i Q HABITATS OF RARE WILDLXE" FOR USE WITH THE MA WETLANDS ' R= .63 / �� PROTECTION ACT REGULATIONS. (310 CMR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NFL MAP ocr+OBER 1, 2oos -Comm VERNAL POOLS" SITE S NOT WMRN A PRIORITY KWAT PER NHESP MAP OCTOBER INVERT IN • 51. 1, 2006 "R WRITY W WATS OF RARE SPECIES" FOR SPECIES i � UNDER THE ENDANGERED SPECIES ACT, 1.OT 28 oer�01 S i �' �/ (TIP)/`� C , REGULATIONS (321 CMR10) i WA H 4 SITE ISWITFAN A SPATE APPROVED ZONE fl GROUND DM DM .44 / / �' , , RECHARGE PROTECTION AREA is WStCONSTRUMON NOTES: 0000 CURB ; `� `� 1. ALL GEIVERAI. NOTES ON SHEET C-2 FROM THE / y _ STOP '� ',\ SUBDIVISION CONSTRUC110NI PLANS FOR COTUIT MEADOWS, DATED a , t � 6 25 07 SWiltt. HEREBY APPLY Tn THIS SITE PLAN. SMH 6 ,.' � ��., �€ ; / �� \ Z SHEET' C-5 FROM BENCHMARK: , � �y�1► ,'r , O�RAIIVAGE, AND UTILITY NOTES ON SPK/SET ELEV.-64.14 t +-5144 SMH17 t` ', ' THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS,1=,1 8 5MH15 �• 1 \ dt � '� DATED 6/25/07, SAL. HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS: s' \ `� �, - MR COVER SHALL BE 3 FT. LOT ��/ .� a orbo - sESET' CIEgNOIliS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 57.00 , 1 �" ', '� ', AS REQUIRED BY BARNSTABLE DPW. 1rOT 58 `, - MUMSEWER SEWCONNECTION SLOPE SW1il BE ZIX /1E�ETATED 6" � \�� ?40' \�wc57.25 1 t i i t RAIN GARDEN 1 t t t (0/1 ti ( C.F.ST+ORAGE) INVERfi= 53.44 TOP-56.5/ /. R- t45 ' BOTTOM-56.0 A b> 1, t R=56.50 - ` `t `'t, Cotut Meadows Subdivision x5�7.50 Cotult-Barnstable, Massachusetts � aOR , 4, PRBVM FOR o COTUIT EQUITABLE HOUSING, LLC _ sPAGLt- 7. P. O. Box 95 ?2OR LOT 57' Centenritle, MA 02633 x5 5 TITLE 10,421 f .— / l // a 0.24f ACRES � '� Site Plan fb / y Lot 57 Pheasant Hill Circle / .� , LOTi 59 LOT/30 ' V �S 1p4 '.. 6' DIA. x 6' DEEP ,' �l• ' J LEACHING BASIN W 1' 's ?�s ' SURVEYING STONE suRRouNOI�Nc E B��K'TER NYE ENGINEERING & i CONNECT ALL ROOF r DOWNSPOUTS TO i / LEACHING BASIN Lot/5a Registered Professional / r' I r OR EQUAL ; / � y � ,' ; � Engineers and Land surveyors ss - � c�o , rr , 78 North street,3rd Floor,Hyannis,MA 02601 �� %IA of are qc Phone-(509)771-7502 Fax-(508)771-7622 ' ""A w676 - SCALE IN FEET S�OMAL�N co SCALE-1 20 DATE: 5-4-09 REV. DATE REMARKS LOT 57 mWW MAW 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214