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HomeMy WebLinkAbout0222 PHEASANT HILL CIRCLE Oca Town of Barnstable 'r Building Department - 200 Main Street ALE• * Hyannis, MA 02601 9� 1639. , (508) 862-4038 RFD MIS A Certificate of Occupancy Application Number: 200902909 CO Number: 20080443 j Parcel ID: 002002024 CO Issue Date: 11/09/09 Location: 222 PHEASANT HILL CIRCLE Zoning Classification: N Proposed Use: DEVELOPABLE LAND Village: Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLi . 4?� rOkti ftfildtng Application Ref: 200902909 r BARNSTABLE, Issue Date: 07/07/09 Permit 9 MASS. �p 1639. Applicant: BAYSIDE BUILDING,INC.T�0 MA'I bitPermit Number: B 20091164 Proposed Use: DEVELOPABLE LAND Expiration Date: 01/04/1.0 Location 222 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map,Parcel 00200.2024 Permit Fee$ 724120 Contractor, BAYSIDE BUILDING, INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 142,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT AN AFFORDABLE CAPE WITH 3 BEDROOMS,2 BATHS THIS CARD MUST BE KEPT POSTED UNTIL FINAL SAND UNATTACHED 1 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: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: ��6 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLKOR SIDEWALK OR-ANY PA RTTHEREOF,;EITHEP TEMPORARILY:OR PERMANENTLY: ENCROACHEMENTS ON.'PUBLIC PROPERTY,NOT SPECIFICALLY,PERMITTED UNDER THE BUILDING`CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED'FROM THE DEPARTMENT OF PUBLIC WORKS." THE ISSUANCE OF TI-IIS:PERMI'r DOES,NOT RELEASE THE APPLICANT FROM,THE'CONDITIONS OF ANY APPLICABLE:SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE L]NING 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). kr s.e BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 � evv� 1 i),P-'Actlk 1�F 03 opt vim✓ 8- 2�iNS °1�93 a� ' � 2 �1 � 2 - �l �;/ f 3 1 Heating Inspection Approvals Engineering Dept Fire De p 2-7F' Boar of Hea h 9 &,��.L � Jul i g l a� t��°►l°�i } TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map Parcel.'®Q� d -] Application # Health,-Division Date Issued Conservation Division Application Fee q Planning Dept. ` II�� Permit Fee f Date Definitive Plan Approved by Planning Board r '' Historic OKH Preservation/ Hyannis Project Street Address oZ a PfV ASAWT ` N rLL C l2 GLC5' Village C'(� TO ! 'T , Owner .CO T. �_ O ys/-l/6 L L� Address 130 � q '5 ��N% vl Telephone 7/ /D�� ; Permit Request %0 CDN S.57k'.6IC7 Al-I `e 9��0/z/�y/ ef ItIPE 00 rE j 3 $P74>e10 N15 /F,-Z ' 2 �F/Z �e4 2•'`I-�' Square feet: 1st floor: existing proposed �l L 2nd floor:'existing proposed S-S2 Total new WF ZoningDistrict 1� Flood Plain e-- Groundwater Overlay Project Valuation �, ®� Construction Type ZVOO D re 19 Lot Size . �� !� Grandfathered: ❑Yes ®'I o If yes, attach supporting documentation. Dwelling Type: Single Family 2/� Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes a"N o On Old King's Highway: ❑Yes CaK0 Basement Type: ud Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) / q� 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 Heat Type and Fuel: 9/Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes l/No Fireplaces: Existing New Existing wood/coal sto"'e: Lp es 3<0 Detached garage: ❑ existing ❑ new size ❑ existing ❑ new size _ Barns?9 9 9 9 t O existing new{ size— Attached garage: ❑existing U(new size _Shed: ❑ existing ❑ new size _ Other " ; e Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ r Commercial ❑Yes ZNo If yes, site plan review# Current Use V'AGA A/T LD T' � � Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � y Telephone Number -7 7/ —10&Q Address g X, License# 6)06"Z�� S6 �� 6 Home Improvement Contractor# Worker's Compensation # &,CF M?3 zW l0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T d� Vfy" SIGNATURE DATE ' k �w FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ` ADDRESS -' VILLAGE OWNER F DATE OF INSPECTION: FOUNDATION '�PC�cfra�taa5 ` FRAME 54Em_lkT,nx, WO "< c �— r INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING IN O o Zo 9 � - i DATE CLOSED OUT- ASSOCIATION PLAN NO. t P�optHe ratio Town of Barnstable h Regulatory Services KAM Thomas F.GelIer,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as.. er..o e.subject ro a-t hereby authorize_ : ::.. :.. : . .to:act On ruy.behalf,. in all matters relative to work authoiized-bp.this building.permit-application for: (Address of Job) Sigmtute of Owner Date Z, T -bAcz' Print Name • F The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 6{` www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 13�Ysi��' ������!/+��°p IAd C. Address: City/State/Zip: C6A1 ZFA4—V/Uf /1• Phone 4: 5 e k` 7?l— j o ydI 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 5. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t 2. ❑ Remodeling ship and have no employees These sub-contractors have 8. [] Demolition Nvorkbi'a 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 1❑ I am a homeowner doing all work right of exemption per MGL I l.❑ Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4), and we have no 12.E] Roof repairs insurance required.) t employees. [No workers' comp. insurance required.) 13.❑ Other 'Any applicant Umat checks bo.x;t I niust also fill out die section below showing Uieir workers'compensation policy information. t Homeowners who submit Umis atTidam�it indicating they are doting all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additionai sheet showing the name of the sub-contractors and their workers'comp.policy information. !am an emplo_rer that is providirrr, workers'compensation insurance for mr employees. Below is the policy and job site information, µG lnsuranceCompanyName: // ' D/ ^/U� CQ'. POlicY i' or Self-ins. Lic, 9: &1 of 00—) 3 �a6 -� — _ __ �� Expiration Date: Job Site Address:_aRaoZ PtIM t j jLc City/State/Zip: 4!f r t3�� Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cent fy under the pains and penalties ofperjury that the information provided above is true and correct. Si nature✓//� Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): I. l�.oa r of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person Phone#: Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/l/09 6/1/04 6/1/09 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/l/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 1/1/05 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/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 1/20704 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 l/1/05 1/1/10 L&M Glass Co, Inc 5/l/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 4/1/07 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. 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 M A�C(, C DATA f 2 o'.�.a ng legu a cof{S a andards Construction§ ! P Lieense : fi Licntv. cS 5645 f Ya+ F X1E�y,¢yr{t 4� S i ;s a� BUR AN9T ®FACE~s V i—ODt anwil nos all A �''.r}. rtr -'s k'w3y k k•E 3t k ,, 1r3' .P '� ,. uy �p0 i�3�5;000�cf��e�c�,o�edfs°`pace r�eat��e"�di�on�o`f F�ailureo s r s = k� 4 aehse�tae�Bu dhug Code THENScause,�for�re�o�a�tio�n�o�4liis license �t mop .0 cam , p x r -77 - I TempParcelEdit Page 1 of 1 Hi �b 4'� r+�Xy.{t sy �A���, >'P. �'_^£ '9 ,,4 Y5 ... x>x<;'9` ,�.t�{;,. "`3"y '. � .��,.��,✓ dsS _: -x _a Logged to As: Wednesday,January 16 2008 Frank Schlegel New Pa rce I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 024 Street Number: 222 Unit: Dev Lot: LOT 24 Road Name: PHEASANT HILL CIRCLE T/R: Sec. Road: _., T/R: 1 Villlage: 07 - COtult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) ! Date Added: Updated: �PtoDelete� AdtlAnothe � b. http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 i 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. • • on Compliance:0.2%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILINGS:Flat Ceiling or Scissor Truss 820 30.0 1.0 28 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 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 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: THE PHEASANT MODEL Report date:07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.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,0-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 subfloor 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:07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.rck Page 2 of 4 Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights aye 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: Lj Materials and equipment are identified so that compliance can be determined. Fi 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. 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. ❑ 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. Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Ll 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: rl Circulating hot water pipes are insulated to R-2. Lj 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: Lj 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:07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.rck Page 3 of 4 .r Project Title:THE PHEASANT MODEL Report date: 07/01/09 Data filename:C:\Program Files\Check\REScheck\PHEASANT MODEL.rck Page 4 of 4 -ONA 2006 IECC Energy Efficiency Certificate Ceiling/Roof NEW 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.31 0.31 Forced Hot Air Furnace 93 AFUE Water Heater: Name: Date: Comments: AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (ego CMR 5301.2.1.1)1 THE PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...:...............................................................................................................110 mph Q WindExposure Category...............................................:................................................................................B Q 1.2.APPLICABILITY Number of Stones(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories :5 2 stories Q RoofPitch ...........................:............:.................................(Fig 2) .................................................12<_12:12 Q MeanRoof Height :....................................................................(Fig 2)................................4.................16 It 5 33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 24 ft 5 80' Q Building Length, L ..............................................................(Fig 3 ...............48 ft <_80' Q Building Aspect Ratio(LAM .....:.......:.................................(Fig 4).... ..............................................2 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8 <_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 FOUNDATION1,3 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 endfjoint of plate ............................(Fig 5)........................................12 in.<_6"—12" Q Bolt Embedment—concrete.....:..................................(Fig 5)...................................................7 in.>_7" Q Bolt Embedment—masonry........:...............................(Fig 5).............L..................... in.>_15" N/A PlateWasher...............................................................(Fig 5)..........:...................................a 3"x 3"x%- 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 <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._ft <_d N/A FloorBracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................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........................................................(Fig 10 and Table 5)...............................8 ft s 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 ....................................I....................(Figs 7&8)...........................................—ft 5 d N/A AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(78o CMx 5301s.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).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig J1)_........................................... 26 ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails)...:.........(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d commori nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft O.in.511' Q Sill Plate Spans ......................:.................................(Table 9)..........................................3 ft 0 in.<_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) HeaderSpans.............................................................(Table 9)..........................................9 ft 0 in.s 12' Q Sill Plate Spans...........................................................(Table 9).............:...................._ft_in.5 12" N/A Full Height Studs(no.of studs)...................................(Table 9)..............................................................31 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening2 ......... ....................:...........................................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)................... ...................................71% Q 5%Additional Sheathing for Will 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).......................................................24% 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............I....................................(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... (fable 13)............... ................ plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft s smaller of Z 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.>7/16"WSP Q Roof Sheathing Fastening..........................................:(Table 2)...................,........................................8d Q THE PHEASANT MODEL-COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES:. Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 . e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.,shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist . and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 '-WHEN THE EDGE REM ON FIRAMING LW Sd NAU AT fib m 11 11 NO 1 11 11 1 1 11 Ir 1 Y 1-I i tl 11 ! 11 !1 11 11 Ir I 11 11 � I 11 11 11 7 tl Il G 1 11 1 l N I /1 Ir F ii 11 a 1 ,I m 1 Q 11 I ono n ii � 1 z I li Ir g 1 4 11 11 Q. 11 Ir 1 IL II 1 11 Ip 1 ' iiii W 1 t] H w r 11 rl' 11 II 11 l i 4dU8lE E'Fx� `------- MAILSPACNG See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment "J AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 RV, t xR a ' r , 1, �F 11 u � idj + i F�iMgING MEMBERS ® I f i , EDGE 9fl ERM T£ , � � Z i " i ---�_---i_� __-»_ --- - �_ --i -----'- -+--- 3TAthaGERED "MIN. KNL PAT rMN PANEL PANE'!EDGE DOUBLE NAIL EDGE SPACING DUAL Detail Vertical and Horizontal Nailing for Panel Attachment .s N VI. M _ SMOKE DETECTORS E EWED u O Lo- -- BARNS[ABL E BUILDING DEPT. DATE n W LID .._— - - - J _ FIRE DEPARTMENT DATE N SIGNATURES ARE REQUIRED FOR PERMITTING 00Lo CARBON MONOXIDE ALARMS w MUST BE INSTALLED PER U � .. MASSACHUSETTS BUILDING CODE 001 ®®©® � ®® > 00 a ®®© L a z FRONT ELEVATION M m O SCALE: 114' 1'-O' Y.! m LU -- - _ _ w_- O EI _ __ _ _7 _. t- - - - - z - U� w IJ N > _ _ - Lu a w 0) _~ui "' ~C4 ' eo on SHEET REAR ELEVATION Al SCALE: 1/4' - 1'-0' JOB: 0923 DRAWN BY- KW DATE, 6/30109 /. G Lo Lo ►�y, L Q ►V�I J ` W O / LL CI '^ s,& RIGHT ELEVATION' n. r LEFT ELEVATION O +" SCALE: 1/4" I'-0" a - - SCALE. 1/4 rn '¢ & .- _ • 4v A� .n,P.IaaoF a ,r a °HURRICANE CLIP- 1 F.G.INBUL - _2A0'e•16"O.C. FASTENERS AT ALL `RSo F.G.INSUL./ S•K O.G. RAFTER/TOP PLATE .. ASP PLYWOOD SHEATHING/,` s. ' JUNCTIONS TTP. ASPHALT SHINGLES n.. _ . UF3 STRAPPI .. _ ` RIGID WIND WASH HARRIER REd11RED 1n" YP.BOAR�' AT E%TERIOR EDGE OF ExrERIOR WA BATi-I HALL' TOP PLATE � 12 _. w ' BLOCKINGv12 INS YS�T GABLE JOIST 200's i K•oc. 2(lo's P 16•o.c. - p V T1P.FAVE9. 1xe FASCIA/Ix4 SECOND 1'gMER a A9 STRAPPING —IBR CONTINUOUS VENTING DRIP EDGE i F-Q V m I/2°GYP.BOARD 9r1. Ixe FRIEZE SO.W/BED MOULDING. KITCHEN FOYER T P-EXTERIOR WAI I- N N 24 EXT.STUDS•24"O.L./ Q�-= Z i R19 F.G.INSUL/ _ p In'PLYWOOD SHEATHING/ ` 11.1 - — - FINISH 9'-W 4'-0° TYVEK WRAP/W.C.SHINGLES - M �- FLOOR Z 9/4 OSB SUBFLOCR Q . "R19 FIBERGLASS INSIIL. - ' 2-2x10 GIRDER PT 2t10's Y K°O.C. U 2N0'S 116°O.C. 200'8 Y 16,O.C. I '� w V'N 11>.J 4x4 P.T.POST B-2110 GIRP — 4-2 Tw.FaUNDATION wAI _ w J _ G.LV.METAL PORT ANCHOR P.T.SILL ANGIORED 2B°O.C. - 12°'SOW TUBE'PIER TYP. BASEMENT _1BR 9°x7'-9'CONCRETE ~#� ItD - I 9 V2'LALLY COWMN9 - 9.T DAMP FROOF BELOW GRADE 0- - S Iokib'cONTINUoUs FOOTING .O N 3 , M Li n e 1n'CONCRETE SLAB NOTE, - C4 _ G MIL VAPOR BARRIER 5/B"ANCHOR BOLTS 12'-0° 12'-0° EMBEDDED 7" SPACED 28"O.C. I2" FROM CORNERS ,v WASHERS 3"x3"xl/4" - /SWEET b° 2'-6° Ib r 24'-0° SECTION "A" joB: D923 SCALE- 1/4" = P-0° DRAWN BY, KW DATE. b/30/09 cV� • M 45'-0'. r 1 N 6 lo° 14-s^ T 4^ w-o° Lo 12,a rtf�.�~ '0 n 00 LLI O _ -DECK .— ' �.1 W LL 00 o � � � VI _ ■�I � Q Lo W 244DN1060 0 I Y p m W 32'cw N KITCHEN R&. ; °ABOVE CARPET I VINYL PULL DO : ? (� d WN 5 26 STAIRS . 12'-0° ^ m 28 GARAGE IS • - O O k (B)4 1/4'LVL ABOVE PLUSH CONCRETE SLAB 32'.67' PITCH TOWARD DOORS v - N f - N' { - O LIVING 2A ^° CARPET < 244DQ25W o CARPET W 82•KbO• iv _ c° e 3 J 0 o _.._ 14'-4^ 7'x4'O.H.DOOR 3 2A �, — Z W Q i c Q J IU m jr- AWALL BRACING 0.O Z AS J - CONTRACTOR TO REFER '� '� v v Y' F, � N LU TO WFCM II0XBAND CHECKLIST FOR ADDITIONAL N IL WIND TECHNIQUES c5 RELATED TO THIS PLAN O CV .W-0° 6'_0n 7'-0' 7--0° 6'-0. 4'-0' 2'_1,n 4'_0n 2i_6. 'J CV SHEAR WALL COMPLIANCE- 34-0' W. 712 OF EACH WALL RUN 48-0' VERTICAL SHEATHING WITH Bd NAILS 3° EDGE/12° FIELD SHEET (4)16d NAILS PER FT BOTTOM PLATE FIRST FLOOR PLAN L• 24%OF EACH WALL RUN SCALE: 1/4" . 1'-O° 3 VERTICAL SHEATHING WITH I'd NAILS 3° EDGE/12° FIELD (4)16d NAILS PER FT BOTTOM PLATE ,1a0 DRAWN BY, KW DATE. 6/30/04 a 0 - < L Li OD 34'-0° ® W O 16'-4° W-Ov Z 3-y° 3'-7n V Lj Q o � WY r 05 VINYL 2 _ 8 i - o (2r14401Y2049 DN, ACCFsWs BEDROOM BEDROOM CARPET CARPET -- — - - is 16'-0° 14'-4° 1 - '3 WALL , TWEE WALL V tu _ F Z (L wuN p- 34'-0' 14'-0' C4w On J N N SHEET SECOND FLOOR PLAN SCALE, 1/4' - 1'-Ov A,4 JOBS DRAWN BYt KW DATE, 6/d0/04 (D - _ 3 4-Ov - 14-pv ,.. 0 In Lo r. a/ W Q -------------------------- Jcb h -- � -- 44 P.T.POST I -_ 9 - ® W O GALV.METAL POST ANCNOR a'BOND TUBPIER TYYP. I .. Z U 11 ISUL EADI I�. ' �' W O I k I 1S•OCT.I I O 77 II ylI IIi W � 1..a o LID Z". F BASEMENT IBil OWT CONCRETE TrP CONi yw m 11J I OPORET BARRIER AS Z 6'-11" 6'-II° 3'-3" 3'-B° 6'-B° 7'-B° I<j r_Atznr_E I (L I BPLIT I': 4°CONCRETE SLAB I I GIRT I PITCH TOWARD DOOR I p X J L J L L_J FI�CTI I 'I 5-2AO GIRDER I i S 1/2°DIA.STEEL COLUMN I 30500"W2"CONCRETE PAD I<= I I u -- -a v • I I I I DROP WALL 10" I I 3 J •DOOR o i ` 1 6 "n10"CONTINUOUS FOOTING P. i — —————— — �cNc.WALL T)' a I I 'L — — — — — a I r J. a) U OZ WUN vW 34'-01 14'-0" Q- 48'-0° 0 C14 J CV N FOUNDATION PLAN SCALE: 1/4" - I'-O" NOTE, 6/8" ANCHOR BOLTS - SHEET EMBEDDED 7" SPACED 215° O.C. - 12" FROM CORNERS WASHERS 3"1Cd"xl/41 ` DRAWN BY: KW DATE: 6/30/O9 N O Z � V J n n O F- U LL JOINT DESCRIPTION L O eo.vroN wlu aox wiu I/d/I� ROOF FRAMING 1 1 Q EKEND HDR TO CORNER 2.6 DBL TOP PLATE Rln BWRp wio 'Pik (�wiuiH C g�j.. _ gKyl plp k� - WALL FRAMING (3)PULL HGT.STUDS- JACK STUD W..OR[io�wi. I wum) W ]P 0.G e61ac mco /�Ny ' NAIL TOP PLATE `�� FLOOR FRAMING ay �°� Y. 00 TO BTM OF HDR � � ) r� O W/2 ROWS OF 16d NAILS io�.<OI�(Tx Iul�i.m)Im�f*�Nam al1P1w '�"0'� V l L a S°D.C. BaGUUNa TO BILL on TaP RAT[(TOt N4Lm) t1Y g/.CH alma M STRUCTURAL PANEL NAILED Bd COMMON HEADER CONTINUOUS HEADER gK n*RiP To awI w ciwert(Fhcn Nutm) n-lu _� �Blgi L�LI - i art tmGen to aPwn(ioe Nam) e ®MULTIPLE OPENINGS enm Ualni m.rpai(eNO Nam) �Ib ®S'O.C.EDGE AND FIELD - euiD JOIeT To du CR TOP PHaTt[TOt Wla.m) 2-IiD - -port O ROOF SHEATHING - m ' rnoo nitucruluL Pulm m a R.R�on ialaggm xcm<a TO iY O.G DOOR TRIMMER STUDS m Ioa El—'FlD.D . W.rtllrg oR immm v.®NeR u'O.C. W MI P mWJ.•PRLD ' R.au Drgruu wm on PAIu mugs,ve meat w[wuwc GeLe pIDw.LL nAl(a OR RNS TW9a u✓nTrruCTURAL 4 Id .'m:NY rFleL.D ' 6bLa dGIW.LL WFt OR RAI[t iRlleg uJ IEQrGJt a<OOre nG O mGCI1'PIe.D 2-S/B'ANCHOR'BOLTS CEILING SHEATHING w/3"r3°PLATE WASHERS GTMOM tMLLLP\m _ nJ GM.eRn T maElla'Fl6D WALL SHEATHING ' rnucnmwL Palm - .. gTa➢a gP�fJ9 M i0]�'O.G N u! i•mGCN'fl6D - cne .imH°m°''m P.Nos .mcvg•no.D W ama finetn i'mcvly rlmn FLOOR SHEATHING '3 J WOOD eTRa 1UWL PMleln O V . �. � m me v mcarl•FlD.D _ Q_ ' GeFlren nwry r uu Ra v egaery BFLD z�V NARROW WALL BRACING AT GARAGE DOOR Q _ SCALE.N.T.B. Z w�N p =vQ w I-#0. OC4 N SHEET A( JOB 0-3 DRAWN BY• KW DATE• 6/30/Oq `OpiHE Tpk� Town of Barnstable BARNSTABLE. > Regulatory Services 9 MASS. 039,16.0 Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 �< Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location ®�z /227- '4 ` f �j Permit Number 4,4 I' Do C Z?CO Owner Builder F f i One notice to remain on job site, one notice on file in Building Department. R The,following items need correcting: 0-(lz c l0 c774 T+1 -Y t Please call: 508-8(6�2-4 for re-inspection. Inspected by /_�V���T� Date "" TempParcelEdit Page 1 of 1 k s g a oK k 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: 002 002 024 Street Number: 222 Unit: Dev Lot LOT 24 Road Name: J PHEASANT HILL CIRCLE ' T/R - Sec. Road: l -y Villlage: 07 - Cotult %: Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) .... Date Added: Updated: px �rx ate I' Delete P+ddAnother, http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 � PIC-) T Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 24 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 Hyannis, MA 02601 Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 0 Deed Book 22249 Page 282 Job Number. 2005-214 Scale 1" = 20' 07-22-2009 ,TOWN LINE N MASHPEE N 83.30'42" .E 77' TD TWN LINE BOUND 1375 TO PROP CORNER 937 i 2' M^ 57.28' g�E a 351.37 TOWN LINEN BARNSTA r. LOT 24 Coco 8,824f 1 S.F. a a 0.20t ACRES 5.1' �- cn. 'O O ZO 26.5' - 16.2' 19.1' j __4 O N ' N N N P EXISTING FOUNDATION N u (LOCATION DATE: 07-21-09) T. 0. F. = 7 2.8' 0 N 14.0' 33.9' 18.3' w N 634.09' 87.28, 13" W 871.91' TD 1 50.54, S 8537 o ` PLEASANT HILL CIRCLE af swoop w . Gomm -- Q 0 0 N 3 I- O LL - N I N 0 0 N Z C9 U 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 U PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. N Ln THIS PLAN 1S NOT TO ECORDED OR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. N o REGISTERED PROFESSIONAL ND SU VEYOR N BAXTER NYE ENGINEERING &-SURVEYING DATE. O'1.11•�1 O GENERAL NOTES: I. 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: 000 SITE IS NOT WITHIN AN AC.E C. (AREA OF CRITICAL ENVIRONMENTAL Q S 8�30'42' W SITE CO NOT W THIN AN AREA OF ESTIMATED HABITAT OF RARE Z 07.28' WILDLIFE PER NHESP MAP OCTOBER 1, 20% 'ESTIMATED / LOT 24 HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS VEGETATED,12" _. — 8,824t S.F. PROTECTION ACT REGULATIONS (310 CUR 10)." i DEEP RAJ9 GARDEN : ,�' / 0.20f ACRES SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP (250 9,P. STORAGE)' "CERTIFIED VERNAL POOLS.' TOP+�68.0/BOTTON(�67.0 // 1 SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1 1, 2006 "PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES LOT 23 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) 1 4 x72 5 1 z SITE IS WITHIN A STATE APPROVED ZONE 11 GROUND WATER z/ 1 f O RECHARGE PROTECTION AREA t4 172'0x 16.3 � N 26.3! ' 1 I �` o ' I PROVIDE (1) 6' DIA. x 6' DEEP o .. w ALEACHING BN W/ I- I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE RROUND NG(OR ALTERNATE SUBDIVISION CONSTRUCTION PLANS FOR COTUff MEADOWS, DATED I S INV.: 72 641719.7 c EQUIVALENT VOLUME) 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. I '0 CONNECT ALL ROOF 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM LOT 25 / 19.6' 5x cr DOWNSPOUTS TO LEACHING THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, I • — BASIN BATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. f � _� 3. SEWER I BUILDIN. NG R CSHA�L B ONS:� OUT N N - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSTABLE DPW. MINIMUM SEWER SERVICE CON NECTION SLOPE SHALL 8E 2.1R. WS 87.28' ""r T -- - ----------- CURB STOP , g�'3771.4 'A _ 5- 6- 5 Cotuit Meadows Subdivision •-- .— •— '— "°� T HILL\CIRCA Cotuit-Barnstable, Massachusetts pHEASAN S INV.m•63.1 PREPARED FOR -- —'"� COTUIT EQUITABLE HOUSING, LLC ---- ._w 3—S" GV 70.W W Y_ ���� G P. O. Box 95 8, CAI W 1• C.S. wloR ,` Cen#ervill+� A�! FOit BOO OFF , A O:tf32 `moo Site Plan co Lot 24 Pheasant Hilt Circle I� I r BAXTER NYE ENGINEERING & S UR VE PING LO e c6 oo Registered Professional tO f Engineers and Land Surveyors tN OFIf4 78 North Street, 3rd Floor,Hyannis,MA 02601 Phone- (508) 771-7502 Fax - (508) 771-7622 � Cl) No.4318 20 0 20 60 SS�ONAL ECG\ SCALE IN FEET SCALE. 1" = 20' DATE. 07-01-09 REV. DATE: REMARKS LOT 24 DRAIVING NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214