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HomeMy WebLinkAbout0310 PHEASANT HILL CIRCLE Town ®f Barnstable a:.. Building Department - 200 Main Street * BARNSTABLE, * Hyannis, MA 02 601 9 MASS. 0:59. �,� (508) 862-4038 rF0 MA'i certificate ®f Occupancy Application Number: 200901875 CO Number: .20080409 Parcel ID: 002002035 - CO Issue Date: 0 812 510 9 Location: 310 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: i� Building Department Signature Date Signed 1177AJ �e 114Er, TOWN OF BARNSTABLB Application Ref: 200901875 Per"mit . * BARNSTABLE, * Issue Date: 05/07/09 9 MASS dpA i639• Applicant: BAYSIDE BUILDING,INC rFD MAC s Permit Number: B 20090709 Proposed Use: DEVELOPABLE LAND Expiration Date: 11/04/09 Location :310 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME -, Map Parcel 002002035 Permit Fee$ 816.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 160,000 Remarks rt . APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A SINGLE FAMILY 3 BED,2 BATH CAPE WITH AN THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC-- ' ,s BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1550 FALMOUTH ROAD-SUITE 12 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by:.RM Building Permit Issued By: ` THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY,STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY:PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR AL,LY'GRADES AS WELL AS DEPTH-AND LOCATION OF,PUBLIC SEWERS,MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THI.STERMIT 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 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). ,a BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 'I CA C l71 L 1 p�0 � R04 � 1 101t 2 Ov O�- G AG-C— 2 3Nt)5 e[17/0 1 11"tingy Inspection Approvals Engineering Dept '5PW 05 71f-71 6) Fire Dept 2t. ,„�� �s Board of Health ° -7 2y-o ll C /i2C L `oFINEToyti Town of Barnstable : BARNSTABLE. + Regulatory Services MASS. i639. s Building Division ArFD MAC 200 Main Street,Hyannis,MA 02601 7 Office: 508-862-4038 Fax: 508-790-62 0 3 Inspection Correction Notice Tyfe-e� n r �cacata7���OV Permit Nu b r r Owner Builder / l' t One notice to remain on job site, one notice on file in Building Department. The following items need correcting: ' S �-r� //U Cb'�-u1A eA45:70W? F/ O� , Please call: 508-862-4 for re-inspection. Inspected by j4AA_Q Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION # Map D o Parcel G I�2• ,a 3 Application # o10 Health Division ✓ .©� �,VL_ 00 P Date Issued tip/ Conservation Division Application Fee Planning Dept. �� �o �,ss-ice a$ zy' :` Permit Fee c51L Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address PWASSAA1 .1-f ILL CIgC&FE Village 07 d >-r Owner497Vi7' 9�0dii411-E W!iWC L[-C- Address _A6a 9 CF_&7-kP-V 14.4`fi: Telephone '2 71— fO Permit Request TO CD.0 S7,E17C7 4 S rN d L F 1=/tyn/l- y 3 3F.]09d101" , Z 3/9 rho C4 PF to !r/Y /4x ?? �P 1 C.,W 01?R II J'F Square feet: 1 st floor: existing ; proposed �ll0 2nd floor: existing proposed Total new /3 9S' Zoning District 14 Flood Plain C Groundwater Overlay �lT Project Valuation 5�/64, fJ Construction Typed®� 2d12 Lot Size V, Grandfathered: ❑Yes Ulo: If yes, attach supporting documentation. Dwelling Type: Single Family . 3 Two Family ❑ Multi-Family(# units) Age of Existing Structure Ij Historic House: ❑Yes Flo On Old King's Highway: ❑Yes C�Vo Basement Type: L9'Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new _ 2 Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: YGas ❑Oil ❑ Electric ❑ Other Central Air: des ❑ No Fireplaces: Existing New ® Existing wood/coal stove: ❑Yes 91101 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ 1 Y Attached garage: ❑ existing Z(new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ; Commercial ❑Yes No If yes, site plan review# Current Use VA-C W 7 L-() -c� Proposed Use S /1V64 F_ ° �M gy CIO, o APPLICANT INFORMATION - ... (BUILDER OR HOMEOWNER) - rtii a) r7i. Name 6Deftc__ Telephone Number Z 1 -114 Y0 Address License# ® J �yIS' Home Improvement Contractor# Worker's Compensation # AX�4d73 f/446 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a&Pre,4 a� SIGNATUR DATE _4 FOR OFFICIAL USE ONLY APPLICATION# D*TE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER ,r DATE OF INSPECTION: F FOUNDATION h ® Z W ; • INSULATION =r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ,g r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAKNO. ' THE FOLLOWING IS/ARE THE- BEST IMAGES FROM POOR QUALITY ORIGINAL (S) m A- -F /��-C&' L DATA C u �5�" ��.s,r,� �,6`�t�F�4��✓ TM��$�:�.�lFa�;:�'Ya.,,s-4t,":`>eJ . �' Y I� oo# ui Ong egu'a i� san anda�rtls I ,Cons3tr,uctnon SurypervisoraLieense. 01 7 E.F.1 ,' � i5� CEN > RUiIE� AO +��t r ' ' `' '•, s -; s r .� n 4�,.. vt4tifi. do-�"��'� �5m-c�,E�>"����""da�tL b+sl,t i va Y t rrx 1 v r � izo 'rat t ova r t �0"p ���5;000ef�na�o�se�d�+spa'ce � 5 I Bur 1fi ��ami r�EiYo�rne�s r � � 'ossess�a r3 erdmYronto'f the Fauw e op, � f t 1S hr seL §ta�_1u I e pis ca s fo� n°f thisl���e` Se' t (. illy t ' +Nqg 1._ `y Y... TempParcelEdit Page 1 of 1 19� r E N r, ,,,3'Y_,,,,dttr........�....A,A. - m.,,,,>„ �f ,..•._ .< .u.u..�. *-: ' ' :.:. ....,: .., �4��fi r.`"�•d,�.6� ��K Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 1002 002 035 Street Number: 310 Unit: Dev Lot: LOT 35 Road Name: PHEASANT HILL CIRCLE f Sec. Road: T/R: I Villlage: 07 - Cotuit , Part of M/P: MAP 002 PCL 002 Plan Ref: IPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update 17elet�' Add An®th`er http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 °ftHe rohti Town of B arzistable hP °� Regulatory Services 9$r $ Thomas F.GelIer,Director �7p s6�q, Rim - r Building Division _ FD�. g Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section I£Using A Builder ..;as..Ownet..of the.subject pxopetty-- hexeby authot" 6.M5!P6 lAA-. �.yG•. , to°act bn tny.behalf,. in all rnattets relative to work authoiized.by.this building.pe=t•application1fox: alp Ott fF- 141ZZ- CtO—'109� C07-61 t l (Address of Job) Signature of Ownet Date Ptint Name The Commonwealth of Alassachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 lUltvw,mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/1✓lectricians/Plumbers Applicant Information �/ Please Print Legibly Name (Business/Organization/Individual): �YS/� ���//L ��� fAJ�, Address: ()X 5 City/State/Zip: 0_4FA1�&0�/IUE g'11T Phone#: 5 ��` `l�/- %Qtfdl 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. [] Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ 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' 13.0 Other comp. insurance required.] 'And applicant Utat checks box 9I niust also fill out Uie section below showing Uieir\Yorkers'compensation policy information. t Homeowners who submit Utis affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. `*Contractors tha(check this box must a(tached an addi(ional sheet showing the name of the sub-contractors and their workers'comp.police infomi'ation. I am an employer that is providing workers'compensation insurance for nrr enrplopees. Beloit! is the policy nark job site urforrnation. Insurance Compam Nalite: 11CAbIll J/w CQ Policy R or Self ins. Lic. G(f CIF 00-2Q6 " 1Q Expiration Date: Job Site Address: 3/0 f 1(G,4s4-,d- ' 14IL(_ G/�� City/State/Zip: Ct)`U G 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 imprisotunent, 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 certi ender the a'ns arrd penalties of perjury that the information provided`above`is true and correct. Si nature!` Date: Phone `7'7/- 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):c 1. R.oard of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person; Phone#: r Bayside,Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/1/09 6/1/04 6/l/09 I, r • 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. 1/l/07 1/1/10 1/1/07 1/l/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc 1/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/l/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 1/20/04 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/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 REScheck Software Version 4.2.1 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 20061ECC 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: 310 PHEASANT HILL CIRCLE HERBERT/CHAMBERLAIN BAYSIDE BUILDING,INC. LOT 35 COTUIT MEADOWS Compliance:0.2%Better Than Code 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: NEW CONSTRUCTION Report date: 04/30/09 Data filename:C:\Program Files\Check\REScheck\HERBERT CHAMBERLAIN LOT 35 COTUIT MEADOWS.rck Page 1 of 4 ,S 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 subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.93 AFUE or higher Make and Model Number: Project Title: NEW CONSTRUCTION Report date: 04/30/09 .Data filename:C:\Program Files\Check\REScheck\HERBERT CHAMBERLAIN LOT 35 COTUIT MEADOWS.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 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: Lj 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. Fi Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. i] 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: 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. 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: NEW CONSTRUCTION Report date: 04/30/09 Data filename:C:\Program Files\Check\REScheck\HERBERT CHAMBERLAIN LOT 35 COTUIT MEADOWS.rck Page 3 of 4 Project Title: NEW CONSTRUCTION Report date:04/30/09 Data filename:C:1Program Files\Check\REScheck\HERBERT CHAMBERLAIN LOT 35 COTUIT MEADOWS.rck Page 4 of 4 2006 IECC Energy Efficiency Certificate e _ Ceiling/Roof 31.00 Wall 20.00 Floor I 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: I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 310 PHEASANT HILL CIRCLE LOT#35 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 5 2 stories Q RoofPitch ................:.........................................................(Fig 2) ....,............................................12 5 12:12 Q Mean Roof Height .....................................................................(Fig 2)..................................................16 ft <_33' Q Building Width,W ..............................................................(Fig 3)................................................. 24 ft 5 80' Q Building Length, L ..............................................................(Fig 3)..................................................48 ft <_80' Q Building Aspect Ratio(L/W) .:.............................................(Fig 4)...................................................2 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................61-8"<_68„ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................ ............................... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.....................................................................................................................:........ Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an altemative 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)........................................... in.z 15" N/A PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x Y4" 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 <_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)..........................3/4 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=5 10' Q Non-Loadbearing walls................................................(Fig.10 and Table 5).............................18 ft-s 20'. - Q Wall Stud Spacing ........................................................(Fig 10 and Table 5)......................24 in.5 24"o.c. Q Wall Story Offsets ........................................................(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 (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 . Wood Studs Loadbearing walls........................................................(Table 5)...........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................24-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length.....................:.........................(Fig 11).............................................. ft zW/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1.x 3 ceiling furring strips @ 16 spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ..........................................:.............(Fig 13 and Table 6)..............I..........................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)...............................(fable 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........:..............................................(Table 9)..........................................6 ft 0 in.5 11' Q Sill Plate Spans ..........:.............................................(Table 9)..........................................3 ft 0 in.<_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.5 12' Q SillPlate 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 SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_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)......................................................... Percent Full-Height Sheathing.......................(Table 10)................................................... ..38% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................................................6'-8"s 6'8" Q Sheathing Type.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing .................................................... p g.........................................(Table 11). 12 in. Q Shear Connection(no.of 16d common nails) able 11)........................................................ � Q Percent Full-Height Sheathing..................... (Table 11)................................. 11 Q................. . 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............. N/A Wall Cladding Rated for Wind Speed?...................................................................................... [�. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)i 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 s 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= pif 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).................. - 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 . 310 PHEASANT HILL CIRCLE LOT#35 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. . Comer 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 Zr b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: ,",'D i. Panels shall be installed with strength axis parallel to studs. • 0 M 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 ofthe 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� I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 -WHEN THIS EDGE FEMS ON FRAMING USE8d NAILS n�sro�, 11 11 1 11 1/ 1 Y 1.1 tl II 11 11 1 r I 11 11 I 1 11 11 1 i t 11 I I 16� 1 1 11 It 11 I l I 1 IICC IJ 11 it � ii ii a 1 11 le o n ii � 1 z I u°i 11 u n 11 m '' 1•I 1[1�,{ 1 U1 1 Z 11 II I 1 d ii ii m 1 I V n i1.F' 1 I IJ t n n 11 IIn IT 1 1 _"-___1 I 11 11 1 4DUSLE tf)CaE `------- MAILSPACING �•PANEL d !� See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMx 5301.2.1.1)1 rM z c i za 1 1 1 1 I r ,1 � � 1 1 i ' FIiANIING MEMBERS i EDGE.6diERMEDIAT£ 1 Z ----�--�t^-- STAGGERED 3" AWL PATTERN PMIEL PAWL EDGE DOUBLE MAIL EDGE SPAMG DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment N SMOKE DETEC 0 REVIEWED W NG D a Lo BUILDI EPT. LYi7E 07 o 4 O -- -- — Lo - _—'— _ - - - Lo — - -- — =80TH -FIREGEPgRTh1ENT G7lATU�E� - GATc AP RcOII(RcD FOR PER.M!TTI,VG � > eo _ _ CMUSTN EOINOTpDLEALABMSLo -- - -- -=—_-- --- PER MASSACHUSETTS BUILDING CODE -- — — — - --- •-. vEL Ld o cr ®®®© OD m w Z FRONT ELEVATION ` m 0 ' SCALE: 1/4° . I'-D° ° (17 CL W — U — W --- — _ - J N tu _- --_— -----_- -- ....--- �Qr pn - - -- - = ZVQ LU FZH ~ - =-- - - - — - z U w uwm,Xcni w 0 �00 Lu m Lu _ SHEET REAR ELEVATION Al • SCALE: 1/4" - 1'-0" JOB: D913 DRAWN BY: KW DATE. 4/28/09 ', N _ L O a Lo ►o V�pp _J n L. n 00 ® W O Z U Ld MM L o W ¢ C W � r --F— 4LL0 m ~ LEFT ELEVATIONRIGHT ELEVATION X O SCALE: 1/4' 1'-0' SCALE: 1/4' a 1'-O' WJJ a Z ��. TYP ROOF m m o=. 'HURRICANE CUP' a F.G.INSUL. 2AO'A P 16'04- PASTENER9 AT ALL R F.G.INSULT S P ib O.C. SO RAFTER/TOP PLATE S1W PLYWOOD SHEATHING/ JUNCTIRJS T1P. ASPHALT SHINGLES . STRAW RIGID WIND WASH BARRIER REQUIRED I/2' AT EXTERIOR EDGE OF EXTERIOR BATH HALL - _ W - TOP PLATE Z W i 1s Q w el agciNG 4'-D'O.G v12 (n—1 N IN FIRST TWO JOIST 2xIdB P 16'O.C. 7xid9 P 16'O.C. f TYp ceV�a lu Q BATE FROM GABLE IL bfd STRAPPING IxB FASCIA/1x4 SECOND MEMBER 0 - _—BR CONTINUOUS VENTING DRIP EDGE V m 1/Y GYP.BOARD 9'T IxB FRIEZE BD.W/BID MOULDING Z w TYP_EXTERIOR WALL KITCHEN FOYER 26 EXT.STUDS P 24'D.C./ Z 6'RI9 F.G.INWL-/FIN W 0 V2'PLYWOOD SHEATHING/ S/4'O361BUBFILOR q:_pv 4'-O' TYVEK WRAP/W.C.SHINGLES Z yL�� Q 'R19 FIBERGLASS ILL. Q.Q(J 2-2x10 GIRDER bob2tl0%P 16'O.C. 1 2x10'9 P 16'O.G =N IJ > PT 2.165P 16'O.C. 4x4 P.T.POST 3-2110 GIRT— 4 2 U Q J GALV.METAL POST ANCHOR P.T. ILL NCRON 26 12''SONO TUBE PIER TYP. BASEMENT P.T.SILL ANCHORED�•D.C. =m w —I3R DAMP'CONCRETE 9 I/2'LALLY COLUMN 9'T DAMP PROOF BELOW GRADE O- 10'xl6'CONTINUOUS FOOTING S U n S 1/2'CONCRETE SLAB NOTE: 6 MIL VAPOR BARRIER 6/8° ANCHOR BOLTS W 12'-O• 7 12'-0 EMBEDDED 7° x SPACED 28° O.C. 12' FROM CORNERS , . F Iv WASHERS B'xB'xl/4° SHEET 24'-O' A2 SECTION "A" . JOB: O913 SCALE: 1/4' I'-O" DRAWN BY: KW DATE: 4/2B/Oq ' N 7'-9° 6'-IO' 12'-2' v O z CC. � • "" 12'-0 - �N G - r (vIl J [ 00 --- ®i W LO O o ....__DECK _-- m s r..l w LL — x Ld OO {y J H V 9UTE ` l: 00 5 m LLB 249ON28W 92'x60' c° OAK OAK Rd F S 2 i IABOVE f- IF PULL DOWNS m 5 4 STAIRS L- 12'-01 - m _ - 2$. GARGfF 244D42449comlo 1 9 1/4'WL ABOVE PLUSH v __f I� _ - PITW TRETE 5 DOORS 32'.S7' N N � - ul U \ `o z LIVING 2fe CARPEL - °a- .. = to 244Dwaao o OAK [ in F '�. - (�Lu o UP .2-4... - z14 4' -- 7k9'O.u,DOOR z V Q 3 2( F q Q� w m SEE DETAIL SHEET A6 ([L}� z m m NARROW WALL BRAOING E z F, Q Q Q Q J NOTE. CONTRACTOR TO REFER - V W to TO WFCM 110 X H AND % - _ CHECKLIST FOR ADDITIONAL m m _ (L HIGH WIND TEC4NIOUFS RELATED TO THIS PLAN (!/OO 4'-0° 6'-O° 7'-0' 7-O' 6'-0. 4'-O° 2'-6° 9'-O° 2'-6° SHEAR WALL COMPLIANCE. 34'-0' IA'-0° - 111_ W- 3S%OF EACH WALL RUN 48'-0u VERTICAL SHEATHING WITH _ 8d NAILS 3° EDGE/12° FIELD - SHEET (4)16d NAILS PER FT BOTTOM PLATE _ FIRST FLOOR PLAN L- I OF FAC4 WALL RUN it SCALE: 1/4' - 1'-O° i 3 VERTICAL SHEATHING WITH W NAILS,3° EDGE/12° FIELD (44,, NAILS PER FT BOTTOM PLATE JOB. 0913 DRAWN BYt KW DATE: 4/2B/09 K . l Al V N O L V -i Z r X O 11J - 3'-9° 8'-7° 6'-0° Z w i - I..f U W O N D r BATH ID-6 VINYL - _ -- ICI LL -0 2 W in - __ - In YM•1 (L _ Zfi Z& - 6 10� ♦-I Li. O (2)444DN7449 N 32°xS7° •5EEDDROOM BEDROOM OOM _ _ _—-- CARPET CARPET U W _ ----- Q tV Ib'-O° m '-B° 14'-4° MEE WALL KNEE MULL _. _ lu —J z U Q tu w=+- Ez+J Z Q 34 0° - 4 0 _.Q 0. - uwLn �zm IL WOO - m w SHEET SECOND FLOOR PLAN �� 5CALE: 1/4° . I'-0° • JOB, 091B DRAWN BY+ KW " DATE. 4/28/09 ' N 34-0' 14 0° _ V N 12'-0° F/� 4 L' ° - V J co �4''h10 GIRDER �>N O I 4 P.T.POST I V W IWL°90N0 4><TUBE°PIERA M - ® L�1 o I . r U {!. - a I I o (DOOR W/ *I 13 Exr I i • WALL e° /. W a O I I I I I i 3 4 i.i - - - -- - W c Lo r- ——— _ ----------------- — --------- ® }. °oOO6 Ixl NT9 HALL YP N BASEMEN Li o VAPOR ETBAR I Q • I I < Z 3'-8° _I GARAGE I ;I I +1 I I - GIRTIT I .I PTCONCRETE SLAS ARD DOOR I I /-I PANT r� _ I i.. J I 3-200 GIRDER 9 I!3'VIA.STEEL COLUMN L _J I �I ;€I. - . U F 30%130'x12'CONCRETE PAD I I I I . W I I b � m--1 c • '� I I � I Qw ' I I d OR - i I ;I DROP WALL 10' I I I N J N •DO I I W r U 3 I °I ek -w CONC.WALL I L J -- ti.I G o•CONTINUOUS FOOTING TYP. I - - �i I Z U Q II — ----- -- I L - - - - - O J • FZ h tu J 2NV NOTE. U Q d 5/8" ANCHOR BOLTS 2-3° 9-6° 2-3° W to EMBEDDED 7° \Z m SPACED 28"O.C. BA'-O" 14'-0° (L 12" FROM CORNERS 48'-0° h" WASHERS 3°x3°xl/4" 0O_ - mmJ w SHEET JOB. 09I3 DRAWN BY, Kid DATE. 4/28/O9 1 - N Lh �} tv - o U) V J n } 00 La�... La p i ® inF- Z J U a �o, E Mrl HDR TO CORNER �6 DEL TOP PLATE JOINT DESCRIPTION - wlape w R4LL 6pAGING Q C ' Cay.o11 tYlb Ovs f1.uLB /_� (3)FULL HGT.STU ROOF FRAMING w V',eV� 1T� JACK STUD rtm ewle0 is�yrten�itt w'.'Itm) D,fie '.gyp,pm I s rs NAIL TOP PLATE � - aHm - ® TO BTM OF HDR WALL FRAMING - 0.01 N W/2 ROW5 OF 16 NAILS enO�io�iwi dTPl6a-IMNB(P4a IUILm) huG -6-Im LL O O 3'O.C. 2—HEADER HEA Y•o o NAILED Sd COMMON MlAOfi0.To XlAO�(rA�¢l W�L®) I ..Aitetl Eo00 M STRUCTURAL PANEL CONTINUOUS DER FLOOR FRAMING - •`�,O 3'O.C.EDGE AND FIELD O MULTIPLE OPENINGS 01Go- - elmalG m&LL OR noFl ruTEf—M/JL®) 6-Nd 4-m 4a eto0e +� �Gr or'"`I��ro erwn oa cno�na wnm) e�im - �-w ual.nlar m O DOOR TRIMMER STUDS ONO 7 =CT- 4L I� , PN ROOF SHEATHING Haw eTmxiuwL Puiae . wreae awe rwme®ere®ur To u•oc ]-5/8°ANCHOR BOLTS Mrtc°e TIGIOY®�ACm ovm N•eA. m yN �•®GNY FlFlm - w/5'x3°PLATE WASHERS . .'I OR Mla TRU69�r✓o WBL[WENI•YIG m lm •lDGNY FlN.D OR MRG TRYB�wI eiFlKTflpu. -m Im . Y®Grit Flab alM1dl2e� uN.e OVGIYLL Iola OR Im Y®'.vY Fl6D w CEILING SHEATHING _ V t•s+cvw•Flan - Z. WALL SHEATHING - '- l _ Q ' eT�'"i+oa�Ae `m urur»a�i•°on - �-exw ne�o (n J� ~ K 'rmomo�rto F•w¢e m 6• a Q..O 5' m rca.me r Fsc FLOOR SHEATHING - Q -- 1 L BRACING AT GARAGE DOOR G.4,ID1„UN I' ,, m .•�,.Fla, I / 6G4LE.N.T9. 1e'� J tu Z~ W Q LLL to cz Lu LQ J W SWEET • JOB.. OgI3 . DRAWN BY• KW DATE. 4/2B/09 THE Town of.Barnstable BARNSTABLE. ' Regulatory Services f Ti MASS. a 1639.M Aya' Building Division prFO 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice ;y Type of InspectionI �— Location �a-f 3 'q- ?,al Permit Number Owner Builder 7 One notice to remain on job site, one notice,on file i Buildin Department.) k)- 7/% The following items need correcting: � L �7 � ( ' o )(�,6 LeTS t. � b�c.Zugt, j i V4 Please call: 508-862-4037-for re-insp ction. Inspected by Date oZ L6� i TempParcelEdit Page 1 of 1 PI, L 5 _ g Lodged In As: Wednesday,January 16 2008 Frank Schlegel NewParcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 035 Street Number: 310 Unit Dev Lot LOT 35 Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: ® T/R: Villlage: 07 - CotUlt ._ Part of M/P: MAP 002 PCL 002 I . ..__ _.... . .... _... ��_-______._ _ u ..._ _........... Plan Ref: jPLBK 617/69 75 (APP 7-62) Date Added: Updated: Upda e , Wet 'Adder€Agnather y httD:Hisscil2/Intranet/Proi)data/Temi)ParcelEdit.aspx?ID=Add 1/16/2008 Foundation ' Certification in Barnstable, MA Pre ared For : Lot 35 Pheasant Hill Circle Assessors Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551'0021 D Registered Professional F.I.R.M. Map Zone: C l Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phase — (508) 771-7502 Fax — (5D8)-771-7622 Owner. Cotuit Equitable Housing, LLC Job Number: 2005-214 Scale 1" = 20' 05-18-2009 to N ter. Coco �w as c C tor 34 j � 11zo3, F z /EL = LOT CORNER m n 00' 21.9• ro � 40 2 0 0 O 0 ;D N 4r 7 7' p 4 2.00 N cl ki V 2 LOT 35 N Xz �; %� •3 9,357t S.F. � ,y 0.21 f ACRES ai 23 8• `~ bi 110 80� "1 cr N , w� 3v9.2s, If Y N to), 3s _ O 0 N 3 H O . J Ln N O - O N Z O W I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACKOf REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. 4,F N THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 8 � 29574 0 0 o S. ta. � 1 b N o REGISTERED PROFESSION L LAND VEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 0 N O 6EIVERAL NOTES; 1. LOCUS PROPERTY 6 SHOWN AS: ` ASSEMOR'S MAP 002 PARCEL 02 Z SET64CKS: FRONT = 20' SM)E/RE11R = 10' 3. UT IN WORYA11ON AS SHOWN ON PROPOSED SUBDMSION CONSTRUCTION PLANS. 4, COIAIUNIIY PANEL NUAI6ER: 025551 0021 D M FiAOD INSURANCE RATE MAP DEFINES IMS AREA AS ZONE C. AREA OF WRIAL nOODW. & OMRONMERrAL NOTES: SITE 6 NOT WITHIN AN A.C.EC: (AREA OF CRITIf,AL D IRONMENrAL °0 )SITE 6 NOT WIRHIM AN AREA OF ESTMNTED HABITAT OF RARE z MAR PER NHESP MAP OCTOBER 1, 2006 'E TMATED HABITATS OF RARE KDLW FOR USE WITH THE MA WERANDS PROTECTION ACT REGULATIONS (310 CMR 10).' SITE DOES NOT COMM A CERIF VERNAL POOL PER NHESP MAP OCRMER 1, 2006 1 TERIIFIED VERNAL. POOLS.' SITE 6 NOT WITHIN A PRIORITY HABITAT PER NHIESP AMP OCTOBER RARE SPMES FOR SPIMES.. UNDER THE MASSACMISEITS OFENQQWED SPECIES ACT REtA1l1706 (321'CMR10) SITE 6 WITHIN A STATE APPROVED ZONE M (MOUND WATER ' RE04AM PROTECTION AREA i y LOT 34 TCONSTRECTION NOTES., 1. ALL (AVER CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUWIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS. KITED 6/25/07, SWILL. HEREBY APPLY TO TMS SITE PLMI. Z ALL QMDK DRAINAGE, AND UTILITY NOTES ON SHEET C-5'FROM THE SUBDIVISION CONSTRUCTION PLANS FOR C071U MEADOWS. - DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN ---------------3 ---- 54.50 x �� ' y 3 / I SEWER BIJ91 MG CQ+INECTIONS: ky l I M R. COVER SHALL BE 3 FT. - SET ClFANOUTS AND MAMVTAIN CLEARMICE FROM OTHER LITILlTIES w � x �° ' ���� AS REgARED BY BARNSTABLE DPW. d 9 ;) �8J i' y - IMNIAa1A1 SEWER SERVICE COMM SLOPE SHALL BE 2.11E co to 48.89 H 4 . __--------- LOT 35 �,�;' WA70 ^ �.,�" 9,357f S.F. i ��? N ;' . e w �. �2.37 SW3 COt�lit Meadows SU iYisi011 0.21 ACRES 4 Cotuit•BarnstableM Massachusetts 24 �+� / �1 54.50 x •0 INN.=4a. pi t FFS* m FOR r 3 COTUIT EQUITABLE HOUSING LLC +ro� INV.-4224 P. O. BOX 95 10 Centerville, AtA a' DW x 6' DEEP LOT 36 Site Plan SJULEA BASIN W/ 1' �' r �"ROWy +� Lot W Pheasant Hill Circle i DOWNSPOUTS TO ,' n �r i H A L EA"G BASIN OR EQUAL ' �•� "tii ' vEcefMED ,r y g, BAXTER NYE ENG G & SURVE i VI T1►T G DEEP RAIN CAROM / 050 G.F. STORAGE) 'TOP--%0/B0Tr =40.o Registered Professional En&=and Land Surveyors 8 North Sheet, y Floor,H annis,MA 02601 "+ss Ott OF Phone-(508)771-75M Fax-(508)771-7622 � MA q N 0 i 20 0 20 60 o �� ' IST Q. SCALE IN FEET NAL SCALE 1" _ 20 DATE` 04-29-09 REV. DATE REMARKS Loft 35 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw ', 2005-214