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Home My WebLink About0325 PHEASANT HILL CIRCLE �S �/�e�rsG�T r�i�%/ C.ee1P F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' r od• Q SQ Application #Q616636 Health Division Date Issued CQ Conservation Division Application Fee Planning Dept. " 66.i-1•19 Permit Fee 5J 1-7 Date Definitive Plan Approved by Planning Board 6-V Historic - OKH N _ Preservation / Hyannis A Project Street Address 3a S P7g4h5YgA1 f' f{ILL C ItZG � Village C070 IT Owner C071) Ct gV v tr A#S4 �n k gS C.€'.�'/? V` i[1-E Address Telephone 721-16 W) Permit Request S7'.2dG7 02 $ IZQB g�T �Gl� GU A �ti TTrgctf f (fA e Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain C Groundwater Overlay Project Valuatio4/7f 06 Construction Type G(,[W F /i Lot Size /A a/ Grandfathered: ❑Yes 4No If yes, attach supporting documentation. Dwelling Type: Single Family W" Two Family ❑ Multi-Family (# units) Age of Existing Structure /Uxa) Historic House: ❑Yes Q o On Old King's Highway: ❑Yes Ulo Basement Type: Wd Full ❑ Crawl UKNalkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new_ Number of Bedrooms: existing vZ new Total Room Count (not including baths): existing new _First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑Other Central Air: ®'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes a1<0 Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ IY)eZ22. . Attached garage: ❑ existing ffnew size _Shed: ❑ existing ❑ new size _ Other:; ; CIO Zoning Board of Appeals Authorization ❑ ,Appeal #1 Recorded ❑ ;', Commercial ❑Yes &No If yes, site plan review# - Current Use ✓1G/11_-1_r Ld T Proposed Use p IPA APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Aa4A,& 6Telephone Number -771 Address P 4X QS License# Lail w 67632 Home Improvement Contractor# Worker's Compensation #1ZiFd1073 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO , 2>w L�1�/DFICL SIGNATURE, DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: �. FOUNDATION 44ft FRAME S�fftr*0 7/i/•"'Z_ 1130�w �l�ft j o OAK INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL FINAL BUILDING SL 4 (Qlm clk' 5f-laVD- 115 sbt eews PZA.;7�5 -I AWL.%. 1 DATE CLOSED OUT i I ASSOCIATION PLAN NO. . . t - The Comrrconwealth ofMassacAusetts Department oflndusirialaccidents. Offcce of Investigations 600 Wash%ngton Sweet _ Boston MA 02111 . www.mass.gov/dicz ' 'Workers} Compensation Insurance Affidavit: Builders/Coi tractors/Electricians/Plumbers Applicant Information Please Print LeEiblY Name ()3usiness/Organimdou/lndividual): - City/State,/Zip: /1�" Us! Phone.#:' -7 1' ,Are you an employer7:Checkthe appropriate bog: :Type of project(required):; 4. I am a general contractor and I 1,❑ I am a employer with contra 6. ❑New constriction employees(full a NOT part-time).* have hued the sub-contractors 7. Remode 2;❑ I.am a'sole proprietor:or partner- listed on the'attached sheet ❑' ' ship andhave no employees These sub-contractors have g; (�Demolition worlang for me,in any capacity, enip1oyp6s'andh$veiworkers'. 9 Building addition [No workers' comp,insurance. comp;insurance. required.] 5 0 Wa are a corporation and its 10.[]"Electrical repairs or additions officers have exercised their 11. Plumbing re airs or additions ' '3.[� I ELM.a homeowner doing all�wotk .. 0 . .. .• . g P ' Myself.:[No wworkers' comp: right fit of exemption per MGL 12•C]Roof repairs c• 152A 1(4),.and we have no insurance:required.]t.:: 1310 Other ... - . . employees. [No workers' comp,insurance required.] . _. *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information• f Homeowocrs,wbdsubrnit this.aHidavit Indicating they are doing all work and Ilion hire outside contractors mustsubrnit anew affidavitindtcat{ng such, *Contractors that check thisbox mutt attached an additional sheet showing the name of the Sub-contractors and state whether ornotthose entities have employees. If the sub-contractors have employees,thoymtist prMdb their workers'comp.policy number. I ani an employer thatis providing workers'compensation insurance for my employees. Below is'Jhepolicy and job slfe' _. Information. Insurance Company Name: . 14 61F 0�7•j ",IA4_4 Expuation D ate: Policy#or Self ins.Lic,#: lob Site Address: �,Z'S >of� 01Sr'f�/T ICC C(,P—�.�.� city/State/zip: CQ?lJ l T Attach a copy of the workers' compensation policy declazatia page'(showing the policy number and expiration date). Failure,to securc.coverage as required under Section25A of MGL c. 152 can lead to the ibi position of criminal penalties.of a fine tip t6 $1,500.00 and/or one-year imprisonment; as well as civil penalties in the form of a STOP WORK•ORDER and a tlpe- of up to$250.D0 a day against the violator.-Be advised that a copy of thin statement maybe forwarded to the•Office of, lavestigations of the bIA for insuraAre coverage verification, X da hereby certify under:th¢pains•and penalties:af perjury that the information prgvided above is-true an'd correct. Sim afore: / �yi. Date: 6 �Q /Q Phone# Official use only. Do not write in this area, to he cornpleied by city or fawn afficta''' City. or Tort n: ' Yermit/Llcense# Issuing Authority(circle one): - 1.Board of Health 2.Building Department 3, CityiTcTm CIerk 4.Electrical.Inspector 5,Plumbing Inspector . 6, Other Contact Person::. Phone#: Sub Contractor General Liability Workers Comp ll Cape Garage Door 06101104 10/07/10 06101104 06161110 luminum Products of Cape , ' 08115104 08115110 08115104 08115110 Baxter Nye Engineering&Surveying 08111105 08117110 08120104 68120110 Bortolotti Construction 03107104 03167111 03107104 03107111 Cape Cod Copper 02107108 02107111 04/04/0,8 04104110 Cape Cod Marble & Granite 0710105 07/01/10 08116105 08116110 Cape Concrete Forms 06105107. 08112110 1210710.7 08112110 Carpet Barn Inc 01101106 05101110 01101,105 01/01/11 Casella Waste Management 04130108 04130110 05101108 05101110 Chaves, Robert 0811310.4 08113110 12117104 12117110 Christopher Costa, Inc. a 01122108 08105110 02106107 02106110 Concrete Cuts & Coring 06107106 06107110 10106106 , 10/07/10 Cornerstone dba Tony Arede 03/10106 .10122110 03117106 02/23/10 Coy's Brook, Inc 04124104 04124110 09121104. 10101109 Dartmouth Pools &Spas 01101108 01/01/10 01101105 01/01/10 Davids Building&Remodel 01/01/07 01/01/10 06114104 06114110 D.P. Fuccillo Construction Inc. ' . ° , 10120106 10120110 10120108 :10/23/10 Fast Glass Service 08108109 -08108110 04107109 04107110 Govoni Land Services 05131104 06122110 07104104 06122110 Hill Construction 04129107 04129110 08114104 08114110 Joyce Landscaping ' 11115104 11115110 11115105 11115110 Kitchen Appliance Mart and Electronics 08/12/04 08/12/10 01/01/05 01/01/11 L &M Glass Co, Inc 05101104 05101110 05101104 ' 05101110 MacDonald Concrete Finishing 01109104 01109/10- 04107104 01109110 MAP Insulation 10/01/07. 10/01/10 10/01/07 10/01/10 Meagher Bros. Construction (DECKS) 04125109 04125110 11109108 11109110 M Meagher Construction (ROOFER) 06119104 03113110 06123104 06123110 r Morse's Masonry 03110107 03110110 10111108 10/11/10 Northern Sealcoating - 10/01/07 10/01/10 04101107 -04101110 Northside Design Associates 01115107 _ 01/15/10 11130106 11130110 Pastore Excavation Inc. 06105108 06105110 10112108 10112111 Pro Fence Co., Inc. 03/26/07� 03126111 03126107 03126111 Reed, Mel 07121104 07121110 07121104 07121110 Seaside Alarms, Inc. 02125109 , 02/25111 02110109 02110111 Sprinkle Home Improvement 07101108 ' 07/01/10 01101109 01/01/11 Steven Johnson-SMJ Carpentry ` 04125104 04125110. 04125104 04130110 Triple Crown Cabinets &Millwork 07130107 07130110 12112107 12/12/11" VMA Electric 06118108 06118110 06118108 06118110 T Viola Associates Inc. 04129108 04129110 04129108 04129110 Walpole Woodworkers 1011 S/06 10115110 10115106 105110 Whiteley, W. Vernon 10/01/04 . 10/01/10 .10103104 10103110 Wood Floor Specialists 02103108 02103111 02103108 02103111 �I�issachusetts- Department of Punlic Safety Board of Building, Reg-ulations and Standards Construction Siipervi:sar License ;, _ License: CS 5645.. Restricted to 00 } +' ,'o BRIAN T.5 DACEY PO BOX CENTERVILLE, MA 02632 Expiration:...4/19/2012 Commissioner' * Tr#: 21209 Restricted to: 00 00- Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Refer to: WWW.Mass.Gov/DPS .1 n i 4. y 1 �°p4HE To Town of Barnstable h` Regulatory Services s � 9$ Lc$ Thomas F.GelIer,Director Building Division _ 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 If Using A Builder ev-4,v -7. z, 22 ✓ . ..___._.;..............:_._;as..Omer..of the-subject property- .�......._... ' hereby authorize : . .to°act tin tny.b ehalf,. in all matters relative to wotk authotized-by this building.pe=t-application for: 3aS �Nc tsA*7 91!� C-c2Gc.F, C�� r (Address of Job) b Aelld Sign.atute of Owner Date Print Name TempParcelEdit Page 1 of 1 �. 0.7 / L v Logged In As: Wednesday,January 16 2008 Frank Schlegel NewParcel Application Center Road System Reports Road System The record has been added. New Parcel retail New Mapparcel: FT 002 ( 050 Street Number: �Y ! Unit �� Dev Lot: 50 Road Name: PHEASANT HILL CIRCLE T/R: 1- Sec. Road: ( 7R: r Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: PLBK 617/69-75 (APP 7-62) Date Added: Updated: Upd�at Qelefe Add Another„ http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 f REScheck Software Version 4.3.0 Compliance Certificate Project Title: herring run model Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 1334 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: `besigner/Contractor. BAYSIDE BUILDING,INC Compliance: Compliance:4.8%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Fact'or Ceiling 1:Cathedral Ceiling(no attic) 1334 30.0 0.0 45 FRONT WALL:Wood Frame,24"o.c. 303 19.0 0.01 - 16 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 16 0.340 5 SHGC:0.34 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 462 19.0 0.0 24 ' Orientation:Bads Window 2:Wood Frame:Double Pane with Low-E 16 0.340 5 SHGC:0.34 Orientation:Bads Door 2:Glass 42 0.340 14 ; SHGC:0.34 , Orientation:Bads RIGHT WALL:Wood Frame,24"o.c. 225 19.0 0.0 12 Orientation:Right Side Window 3:Wood Frame:Double Pane with Low-E 26 0.340 9 SHGC:0.34 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 452 19.0 0.0 23 Orientation:Left Side Window 4:Wood Frame:Double Pane with Low-E 56 0.340 19 SHGC:0.34 Orientation:Left Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1334 19.0 0.0 63 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 15 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory,requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: herring run model Report date: 06/10/10 Data filename: Untitled.rck Page 1 of 4 r J REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity insulation - Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 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:0.340 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No i 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: ❑ Door 2:Glass,U-factor:0.340 Comments: 1 Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Project Title: herring run model Report date: 06/10/10 Data filename: Untitled.rck Page 2 of 4 Make and Model Number: ❑ Air Conditioner,1:Electric Central Air:15 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating and cooling equipment efficiency are clearly marked on the building plans or specifications. 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 Residential Code. Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use., Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: herring run model Report date: 06/10/10 Data filename: Untitled.rck Page 3 of 4 f r ' s Project Title: herring run model Report date: 06/10/10 Data filename: Untitled.rck Page 4 of 4 f 9 2006 IECC Energy fAfT Efficiency Certificate Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): I.. Window 0.34 0.34 Door 0.34 0.34 Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 15 SEER Water Heater: Name: Date: Comments: { IT AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 HERRING RUN MODEL LOT#50 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)........................................................:.........,.... ...........................................110 mph Q WindExposure Category.......................:........:..........................::.......................................................... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories 5 2 stories Q RoofPitch ...................................................... ..................(Fig 2) ........................:..........................9 5 12:12 Q MeanRoof Height .....................................:...............................(Fig 2) ..........................:.......................14 ft 5 33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 38 ft 5 80' _ Q Building Length, L .............:......:.....:..........................:........(Fig 3)..................:...............................48 ft 5 80' Q Building Aspect Ratio(L/W) ...............................:.................(Fig 4).......;......................................1.50 5 3:1 Q Nominal Height of Tallest Openingz ..........................................(Fig 4).................................................6'-8"s 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).:...............................................:. 59 in. Q Bolt Spacing from endroint of plate ...:....................:...(Fig 5).................................:......12 in.<_6"-12" Q Bolt Embedment—concrete......................... ..............(Fig 5)...................................................7 in.>_7" Q Bolt Embedment—mason .....I..............(Fig ...... in.z 15" N/A PlateWasher.............................................:.................(Fig 5)...............................................>_3"x 3"x 1/4" Q 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... y Q Maximum Floor Opening Dimension...................................(Fig 6)...::....................................._9'-0"_ft s 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 s d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft 5 d N/A Floor Bracing at Endwalls................ ............................. (Fig 9) .............. ................................. Q Floor Sheathing Type ...........................................:............(per 780 CMR Chapter 55)..................................... Q Floor Sheathing Thickness ...............: ...............................(per 780 CMR Chapter 55)...........................314 in. Q. Floor Sheathing Fastening...................................................(Table 2)........._...8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls...............::.......................................(Fig 10 and Table 5).........................8'-0"ft <_10' Q Non-Loadbearing walls.................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.<_24"o.c. Q Wall Story Offsets :................:.........................:(Figs 7&8)............................................—ft s d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 6 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 It 0 in. Q Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig..11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft 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)...................................... Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)...................,..........................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)...........................................6 ft 0 in.<_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.s 11' Q Full Height Studs (no.of studs)...........:.......................(Table 9).................. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in.512' Q Sill Plate Spans..............................................:.:..........(Table 9)..................................—ft_in.<_12" N/A Full Height Studs(no.of studs)...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousty4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Q Sheathing Type.............................................(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)........................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8" Q Maximum Building Dimension, L Nominal Height of Tallest Opening2........................................................:.....`......8'-2"5 6'8" Q SheathingType.............................................(note 4)............7.........,...................................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).......................... Percent Full-Height Sheathing.......................(Table 11).......................................................15% ,• Q 5%Additional Sheathing for Wall with Opening>6'8"(rear wall)............................N/A Q Wall Cladding Rated for Wind Speed?.................................................... . [� k i AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 cMIR 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 s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors IUplift................................................(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................................................(able 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 HERRING RUN MODEL LOT#50 COTUIT MEADOWS MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE,THE FOLLOWING NOTE 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 i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (zso CMx 5301.2.1.1)1 -WHEN THIS EDGE REM ON MAMING USESd NAU A-r5'o- =� f1--- -IT---- II 11 ! 11 1! 1 11, 1 11 11 11 It I 11 11 71 11 11 1 11 11 41 11 7 11 11 O 11 1-1 < - I � 11 I 1 Q 11 �1 m � 1 til 1! d Ij 11 !r 1 I a ii ii w 1 it ¢ i 1 � u t II 11 11 11 11 1 i 1 NAILSPACNHG �I i PANEL � � See Detail on Next Page Vertical and Horizontal Mailing . for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a r P IM i � r ¢z r + r Z 4 i r r r it r r r r r u z �m err; i i a r 4C { r FRAMING MEMBERS i r EI ME RyTERMERIAT£ r e 1 1 +� — i e _ 3"MIN. r r r -- -�-# � -----'- -;--- -� __ —�__ .. STAGGERED 3"MMd MAIL PATTERN PANEL PA1'4E_EDGE DOUBLE MAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment 1 Town of Barnstable Building Department - 200 Main Street RAMSTABLE, Hyannis, MA 02601 - 9 MASS. �A i639 (508) 862-4038 rED MO►�A Certificate of Occupancy • Application Number: 201003059 CO Number: 20110082 Parcel ID: 002002050 CO Issue Date: 06/14111 Location: 325 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed-Use: SINGLE FAMILY HOME F Village: F Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed r �tHE TOWN OF BARNSTABLEBuilding'.,� rt Application Ref: 201003059 • * aAxxsras> Issue Date: 06/24/10 Permit 9 MASS. �p i639. �� Applicant: BAYSIDE BUILDING INC rFD�.1 A Permit Number: B 20101221 Proposed Use: DEVELOPABLE LAND Expiration Date: 12/22/10 Location 325 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002050 Permit Fee$ 892.50 Contractor BAYSIDE BUILDING, INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 175,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSRUCT A 2 BEDROOM, 2 BATH RANCH WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL 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: // w rf LMJ� � THIS PERMIT Cow EYS`:NO RIGHT TO OCCUPY ANY STREET,ALLY 0R SIDEWALK OR'ANY PART THE REOF,`EITHER TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ONTUBLIC PROPERTY,NOT SPECIFICALLY PEKMITTEDUNDER.THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION: STREET OR ALLY GRADES AS WELL IAS DEPTH ANDLOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF.P,UBLICWORKS.'- THE ISSUANCE:OF'THIS PERMIT DOES NOT RELEASE THEAPPLICANT 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 THEJNSPECTOR 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). 17, IME!IN 1, BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Ara c, 0 du G"_.e_%14A44 / 1 � l e 2.$(63S SG l D �I� �µ 2 '.IQ ? $ 2' 3 1 Heating Inspection Approvals Engineering Dept Fire p / !D 2 Q C a o Ith �f .y.y.,,—'s. f_. *v_ ,,/ ��Y3�� + �� 'a - _�=� '' �� .,� .. .>s.. ,��rc�.;t,... r.- .� __ ;,_. _,. �'f ,� :r� I �: _-.� C 1 ,4�oF1HE r ti Town of Barnstable ARE .....�......_ Regulatory Services ... .... .... ,w. ._.......,.:_....�: �p i639 Building Division Tfn Ha+ 200 Main Street,Hyannis, MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection /3F/AJ Location <!�11,1ezc Permit Number JO 10030 59 [oT o Owner r. ea--crp-. 'V74us ,Al& Builder One notice to remain on job site, one notice on file in Building Department. The following items need co/r/recting: 6 I, �3Y Please call: 508-862-4 for re-inspection Inspected by f� T Date 7- t �; Ln Town of Barnstable I"E � Regulatory Services Thomas F.Geiler,Director Y 4 * : MAM " Building Division Fp39. s►` Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 1 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# � �� i FEE: $ SHED REGISTRATION 200 square feet or less • Location of shed address) Village t-- 7N 16a Property owner's narre Telephone number OA -)za D� Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is q ired)� Sign.off hours for Conservation 8 00-9:30&3:30=4:30 ° PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE--ACC:OMPANIED^RVA PLOT=PLAN- Q-forms-shedreg REV:05201 I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 Qo- Parcel 06,Q. 0 50 Application #—Z--0 f O V"1 l I Health Division Date Issued Ocdlc.� _ Conservation Division d Application Fee 0 Planning Dept. Permit Fee �7• Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address 26a' f 56111T f11Z_*1 (f6eUF " Village C&I-oIr Owner &,P1 AA/ T• T),4CeY . /ul A Address AW�e !S_ 6'1?r4!f! V l'-4'� Telephone 7 Z 1 /®VV Permit Request �L7 �"��t/lS� �0 ®F ?ff 3frS ��7 /N`CLy.Z AIV46' BULL ,a�7'�if Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �0�6�?� Construction Type "0 Lot Size 10, 47-f Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure "4/ Historic House: ❑Yes &lo On Old King's Highway: fames ❑ No Basement Type: Qil�ull ❑ Crawl &Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) ZAQ Number of Baths: Full: existing 6/1- new Half: existing �✓l�- new Number of Bedrooms: c5 existing ®new Total Room Count (not including baths): existing new ! First Floor Room C4& Heat Type and Fuel: P/Gas ❑ Oil ❑ Electric ❑ Other o n Central Air: &�e_s ❑ No Fireplaces: Existing_I New Existing wood/coal stge: @ Yes 411 o Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing n'e]ry size_ lyxuCn Attached garage: C(existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: —+ Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ o rn Commercial ❑Yes W/No If yes, site plan review # Current Use hoy Proposed Use — �a � APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name9/ Telephone Number Address License# Home Improvement Contractor# Worker's Compensation # DG 73�C66-1� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOA _� dT4__WA4 SIGNATURE DATE 1110 FOR OFFICIAL USE ONLY APPLICATION# z DATE ISSUED t y MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION 3 , W� FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL >' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Bfla4'G)crlazlb 44VJC4� DATE CLOSED OUT ASSOCIATION PLAN NO. ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street Boston,MA 02111' wlvw.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant Information .Please Print Le ibl Name(Business/Organization/Individual): . Address: City/State/Zip: / Phone.#: 771--10 10 Are you an employer? Check the appropriate box; :Type of project(required):, 1.❑ I am a employer with 4. I am a general contractor and I b. ❑New construction . '.employees(full and/or part-time).* • have hired the slab-contractors 2.❑ I am a'sole proprietor or partner- listed on the'affached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, (]Demolition '�vorkin for me in an capacity, employees and have workers' g Y P tY 9. ❑Building addition [No workers' comp,insurance comp.insurance. ' required.] 5. ❑ We are a corporation and its 10.❑•Electrical repairs or additions 3.❑ I am a homeowner doing ill-work . officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right o£exemption per MGL 12.(]Roof repairs insurance.required.]t c. 152, §1(4),and we have no employees. [No workers' 13.[] Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. . tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. Ythe sub-contractors have employees,they must providb their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. /l Insurance Company Natrne: �i'IG4 . C�9• Policy#or Self-ins.Lic.#: 1VCF` OO 73 V,9 1 j Expiration Date: f fit' Job Site Address: : _?&U 4L l "Ue City/State/Zip: 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 thq violator. Be advised that a copy of this statement maybe forwarded to the.Office of Investigations of the MIA for insurance coverage verification. ' I do hereby certify under the pains. . -aloes of per,jury that the information provided above Is trueand correct. Si ature: Date: Phone#: 7l` 16 ECG Official use only. Do not write in this area, tb be completed by.city or town official City or Town: ' Permit[License# Issuing Authority(circle one): .1.Board 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 2010 Sub Contractor General Liability Workers Comp AnthonyAverinos 07/20/04 04/06/11 07/25/04 07/25/10 Baxter Nye Engineering& 08/11/05 08/17/10 08/20/04 08/20/10 Campbell, William 08/26/04 08/26/10 07/13/04 07/13/10 Cape Cod Marble & Granite 07/01/05 07/01/10 08/16/05 08/16/10 Cape Concrete Forms 06/05/07 08/12/10 12/07/07 08/12/10 Car-pet Barn Inc 01/01/06 05/01/11 01/01/05 01/01/11 Casella Waste Management 04/30/08 04/30/11 1 05/01/08 05/01/11 Chaves Robert 08/13/04 08/13/10 12/17/04 12/17/10 Cornerstone dba Tony Arede 03/10/06 10/22/10 03/17/06 02/01/11 Co "'s Brook Inc 04/24/04 04/24/11 09/21/04 10/01/10 Davids Building& Remodel 01/01/07 01/01/11 06/14/04 06/14/11 D.P..Fuccillo Construction Inc. 10/20/06 10/20/10 10/20/08 10/23/10 Hill Construction 04/29/07 04/29/11 08/14/04 08/14/10 Kitchen Appliance Mart and 08/12/04 08/12/10 01/01/05 01/01/11 MAP Insulation 10/01/07 10/01/10 10/01/07 10/01/10 Morse's Masonry 03/10/07 03/10/11 10/11/08 10/11/10 Northern Sealcoatin 10/01/07 10/01/10 04/01/07 04/01/1-1 Pastore Excavation Inc. 06/05/08 06/05/10 10/12/08 10/12/10 Reed Mel 07/21/04 07/21/10 07/21/04 07/21/10 Whiteley, W. Vernon 10/01/04 10/01/10 10/03/04 10/03/10 Wood Floor Specialists 02/03/08 02/03/11 02/03/08 02/03/11 Page 1 of 1 Massachusetts- Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License License: CS 5645 Restricted to 00 � rxi �aF � BRIAN T DA EY gr PO BOX 95 r F4C L t� CENTERU[LLE MA`02632 Expiration: 4/19/2019 f'onmusioner Tr# 21209 Restricted to: 00 007 Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Refer to: WWW.Mass.Gov/DPS s '7 - a . �.1..�r 1 4",.�...k ..f I. p '., ,. •d.. I r '41 i 3 . __ ..... ra _,_— Office won nm'me AffaeCirs�& usine u�at. License or registration valid for individul use only 1 HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation a Registration ,113786 10 Park Plaza-Suite 5170 Expiration ,7/16/2011 Tr# 286462 Boston,MA 02116 �'�,,I,1I�,,—�-1.,��-.,��,_"��.,,--,-��,,.I.",I�',,,l,,"z;-,�-�-:�',,��,l�,,�:�-,��,,�I1'.,',,,,,--.�"-,�_,��-�,',j"._Z,"_"--,-L,,t',4,!'.�-�"Vt�,,�"",_,,,,��.�,�A'1,Iz--,,�"1,,--I.�!�,,._,1"�;.,,�,,,,-.,'._",',�'.1'1,�,Y e',.-i��,�-1,-,II.,gr�,-,�;,,,t_I.-7',_�,',�I,�j,��,,,,*,.1,,-.,�1,.,II.,,,�:,',;�,.�w,,1�",.,,Lt t,,'.�I,�'�I.",,,��-,�,�,.,�,�.�p,.�-�'I,I,:,,I��t�,I_.�,,,�...I11:"-1?�','.��--L I,�j�,,1,�,",.,�w.L.I1�,.l n,�,i�,,,;�,,�.,-�.�I.�I-,,--�.�!,�.��,��;,��'.,,i-t,i'��:,—.�`_-,,,._,�,_t-_,'.,��:'l�I�,jI,.-,�,_,_�f_,1,',,,�,"'4?I,,.�,-"-��,,r�',��,_Z;";-4--.,I,-��15,'�,',_,.��!,:�,-.,-.�,g;��,_-'�,"�,,__—,,�,,.-,-,,,'�'-,�,�__.'��Z"-,,1�1�I��,;'T�I',1,,:_'I�-;,��,_,��,-_�,t�,o"_,"_,4�0I ! Typ 7E�RINe Corpor tion BAYSIDE BUIL154-b N., :`K t l �;} BRIAN DACEYti ,`Mb__ PO BOX 95/3 BAYBERRY SQr ,: CENTERVILLE,MA 01 3 , ti / Undersecretary valid hout signature a : .{.�..� a1, L _ ..'a , a i YM. t a"a .< .� ,�, .`s."F rr ::wy a' . S 4 1 c' ? $ +tiMT ✓ is 9 l t i 44S :f L $ i;t5' 'S y M v�Qi b k� id + " #` y x >; µ 4, ; • 5 6 iq 6 d 3.:i s."I y w , a ` ;.,r r u i 'I p T # 1P 1 S - - d .G��` Ypf a �. c r �p4 "Sr F.-y,MI 7 Y� ,, ,h. .',4 d - droyA e I } a ry � e ' s, 'r n x t Y f f , d /'. N a t y A Y+� Ivy 1 jry a g t F 4 Y _ e +. 9.J {d i., .5 n, v 1 y ;>i ^ssi3. � .,/ lNtr �� 3 i f' 1 _ f_ Y, - 1 AY C. i of 4 f � } :} a y,,,��r r�/� '' .7 sb , Gr 4+ . "' + < , § s 5 t f m 11 w•.A< + : * x>s C; +4 t.ry / '#,:Y z f , 'YS1 w iY ;i .x t4 x,. r a , ;a:' ,'§ fit, 1 +;;ky'iv +�S ° ,r''�;S~e;. n a y x`°�:1�) ;' r 4 at a' i a v M1, ..,k 'I-,,"s t Y fi'i j F` , 5'. 'f9 , a' x f 9 s f '� k r ` e i�>y; ? ,I d, Y to �t 2 r D s y;r r i,': e r :l� ? 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M1 dYrI i;r § a 4+ ctp ;: n ` r I§ F i#... ; ` r .� s_F U . ,- w a S 'L } ' +, r,. i y °, r ,5 •h`-S,. r ' "i .fig..^ 9 v ; ry .n r Y v}a + .: r d r F ' i+t } 4i A rd i _.? 5' h, }.,.fiT„ r d T j4.y +, + w .} ;' r` r W.r + r:` r {hR '1 d '. _ . F ++ 45 t W .� Ll 'i l L M +e V .S Y htX.,y r Vi i` s d , ;y. +_e . r .: • • I Town of Barnstable y Regulatory Services I EARNSTABLa Thomas Fe Geller,Director Building Division _ Tom Ferry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508-790-6230 ` a Property Owner Must Complete and Sign This Section. If Usfg'A Builder. i D1W- y m .G L I, .. -.: : ;as..Ownez.ofthe.s.ubjectptope-tty- hereby authorize r am"-' to`act onmy.behalf,. iu all inattets relative to work autb.orized.by this buUdidg•perrait•application for: C44 _ (Address of Job) Sign.atute of Qwnet Date Print Name `oFTNE� ti Town of Barnstable BARNSTABLE.�. Regulatory Services • - •• 9 MASS. 1639. Building Division pTED MPy s 200 Main Street,Hyannis,MA 02601 r Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice d .Type of Inspection Location Zof�a �zS e ms' Permit Number D® 3C� Owner Builder A One notice to remain on job site, one notice on file in Building Department. The following 'items need correcting: 8� CK l:(� r� c' L C.Ui t4A kJ C- srG�--E L &47 sly OX kIA4,j o �c.o lLoA-T/,�JG ' �7'/?14c7" 4- 4) (I?7' 92 ZW ou- Co -7o A) O x -ro k) Cc 6 Please call: 508-862-4@M for re-' ction. Gr i/ Inspected by Date 7 ,r. m.. TempParcelEdit 'Page 1 of 1 i '. "fig• �.... AX , w...,w- Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 050 Street Number: 325 Unit Dev Lot LOT 50 Road Name: PHEASANT HILL CIRCLE T/R ]` Sec. Road: 17 T/R: Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 w..__w.._.w ..... . Plan Ref: jPLBK 617/69-75 (APPx7-62) _....,_.._ Date Added: ........ Updated: m lJpdate Relete_ Rnothe bttn:Hissal2/Intranet/ProDdata/TeMDParcelEdit.asT)x?ID=Add 1/16/2008 Foundation Certification in'. Barnstable,' Cotuit, Ma. , 02635 Location: Lot 50 Pheasant Hill Circle Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Flood Zone C 0 FIRM Community Panel Number. No. 025551 0021 D Baxter Nye Engineering CgC Surveying OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, .Inc. 0 Deed ,Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 Hyannis, MA 02601 Page 158 Minor Modification No. 1 0 Deed Book 22249 Page 282 Phone - (508) .771=7502. Fax (508)-771-7622 Job Number: 2005-214 $Cale 1„ _ ..20' 06'=22-2010 , as 3 a a 1µ OPEN SPACE ,N 84-48-16" W BENCHMARK: 128.97' SPK/SET o ELEV.=52.37 - ---� _ 30 ,7' 4'g' 5 3 BUILDING SETBA CK - U co io 173'. 13.6 9) W.NE O a. k. a. F 4.0' 3.3' 3.3' LOT 50 `° z EXISTING FOUNDATION 10,121 t` , Sli .� o o T.O.F.=53.5 ®:23f ACRES • 'LOCATION DATE: , 2.0' Z, I06/22/10zo 00 I 41.9' �. . 1^3g 6i. „ �S156 CE N. N �Z PAN SQP. (D i oc Qc 0 • - LC CERTIFY THAT TO THE BEST.OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON 1S IN `. COMPLIANCE WITH FRONT, SIDE AND .REAR' SETBACK REQUIREMENTS (20:/10'/10') AS NOTED IN TOWN OF a BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION T0' �� . _ • PREIMETER MONUMENTS SHOWN PER EXHIBIT ''A (DB 21804 Pg 45) AND IS NOT ,LOCATED WITHIN A ' SPECIAL 'FLOOD HAZARD AREA. R THIS PLAN IS TO BE .RECORDED NOR IS IT.T0. BE USED TO ESTABLISH PROPERTY LINES. a REGISTERED PR FESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING &.SURVEYING - DATE 6;. , f , o pad - . - c4, 2-2id0 GIRDER` - Q ANC&OR 4x6 P:T.:POST _ GALV. METAL POST. 12' '30NO TUBE° PIER 38'-0`_. .. ' 6!_�n 32k'-O' _ _ 14!_�n On _ . 2i ®n - _ ®m TW.2�l32+ ROp WALI. 3O 1/0)(40 7/b° 'a e om D __ TO �,. _ — -- --- ---. y e y _ sm -- -- ---- m 8 PKT. i — -----� ! - I x� I W. I n n IWAO'ioCONT�NUOii60BN . WALL I y� FOOT NG I ( ( �RI W N in I 5 TREADS v I N w f y p 71 I _ — .. - .. .... I: 3 2x10 GIRDER I Ili DIAtl. STEEL COLUMN I 30x3O' to CO81C I x BETE,PAD . WALK-OUTL J . I W 9 n I 3 9 BETE SLABLU I � — —— - ° J I N I � . . TW 2.a3a I -. (_ - so 1/3'x90 7/8' I j I ` ¢ 6 2xI& a axI0'$ i 2x10'm I ? i [$} i y -� - ..0 16'O.C. �1 .- 16 O.C. 1 2� �.® 16'O.C.: lu tu y� o � ( ` r -- -- -- ----- a � I �- --- _ _TW 22 f- -� I I � - - �o 0 30 1/8'x�0 7/S' I ----- ; v i —J 9 ---- m v - WALL 10. e_®_®® e = --- «.. .... -- ... '. ( �.3 {- , --- r� ® ■MATH 8'x 3'-q' CONC. WALL � ( a ---_-- ( 16 xl0 CONTINUOUS FOOTING ( u I— Z P c' I . lu ... I I I � I • I �, _ �' RATE I' ECT I � K ( P T DO OR _ � � I'YGM TOWARD �. I Z " .. 2� eJ�iu-rl�s �� -- s - lu I � 3 VIA: TEFL COLUMN I 199 30' 'x12' CONCRETE i ... .. .. r . I' - PAD I o . � 8 a� I: : I :` :9s.B _. . , I 161O.C. I I J x i O I ;�', ' • :-� :.- '� SHEET 12' O" 1 12' 0 > 14' on �J} pp 9��a� e ' ja q /per a - OB.,SCALES 114" = 1!•_Qn J 1 020 DRAWN 81': KW m. .; t 7 ... .. 2-200 GIRDER Qj GALV. METAL POST ANCHOR 120 °SONO TUBE° PIER _0: .� 38' Lo 61_0" 32isOn 16'_0n : ' yi_On .. t41_011 V-0° ON vmso®om TW.2432 DROP WALL 30 116"X40 7/8' 70 MM� m -- ---- I - rPKT. , w U) S� 10°X 8 m9 GONG. WALL 166x10° CONTINUOUS FOOTING { BUUWEAD = = W. !� O t / BRICK CAP p I 24 O� - LL - t ^ .. RISERS I ig _2910 3 1/2° VIA. STEEL GCOLUMN r �� A OL! AS L 3o"�C30'x12° CONCRETE PAD , 1/2' CONCRETE SLAB I �.3 G - �_ ' t o LU STORAGE I. N T►V 202 I r 30 V8'X40 7/8° L I a I 00 R,L t ' 2XIO's Le I 2XIVs 2XI0'a - I ` I Lo 1�6...'.IOT.c..i. ®- 16'O.G. i,.IIkiIIl{I � .: i,I►1II . o oi � ��E®U co 10 M.L -- L ---— ------- IL YW 2432 _ 30 1/8°X40 7/8 r--- To B&I BATH SIX V-06 CZNC. WALL DROP WALL 16A0° CONTINUOUS FOOTING t ZL i 1 - 1 GARAGE to 0 2 40 CONCRETE SL43EJEGTO2 P17Ga TOWARD DOOR ®aXloG3E1RDER L3 1/2 DIA. STEEL 30X30°X12" CONCRETE PAD 2XI0'e 2x10'e ku ---------- 5HEET2�r' � ............. FOUNDATION PLAN 38i_Qii n i-oil JOB: 1020 SCALE-. if4 1 O DRAWN BY: KW DATE:. 6/I1/10 ORS VV{I D SMOKE DETECT to - - Ln BA BLE BUILD GNI D PE — -- NSTA _ - -- — - DAT —_ -— — ts FIRE DEPARTMENT DATE j rs -- — - _ 80TH SIGNATURES ARE REQUIRED FOR RER.MITTING � � - - -- - Ono W In - - ---- --- -- - - — .. CARBON MONOXIDE ALARMS --. .. MUST BE INSTALLED PER 4a MASSACHUSETTS BUILDING CO DE - �� E:J � - - OD FRONT ELEVATION I®N � � 0 L SCALE 1/4" 1'-0" CL ztu _ q ut - SWEET REAR ELEVATION i SCALE: 1/4° .... - tO20 DRAWN BY: KW DATE: 6/1 t/10 - — I - _ — — ----___ - Ln Ln OD I II II FEL11 I 00 g RIGHT ELEVATION SCALE: 114", 1:_O11 - CL lu I. a LIE]-- W - - &.wo - � . w - - lu - I , LEFT ELEVATION -- S 114" e 1� 0° - 51IEEr �__�___________________ H FT GALE: A2 _. JOB. 1020 DT2AWPi SY: KW DATE 6/it/10 —.._ Q _. ® (o _ 12'-011 Lo- —— -- Ln=16'x14' r ----- o '77 q S,c52�',f.::,. r.aS Y't% 4,wY'x f 25,i:L _^,'H .n±r3.^., .. tl♦ ®1 YII 1211-4 .141 TW 24410 J .. Y 30 IIWX60.7/8° 00 I I' I 1 I I IQ - . 2° CEILING .. h2'-O° VAULTED CEILIPGTW 24410-2 1 AULTED I' 1 :. ... - N SUNRObM 6o vs°x6o 7/8° ! MASTER SUITE. o eo: OAK ! CARPET ! cl a� g: I v I E—t—s oRAGE .I - �LEDGE Asovg TW 24410 U iL 301/8x60 1/8" N. - _ 3'-10n I 101-4" N CW:135 L p ! • I I � LA TW 2432 PLANTIs j 30 1/8°x40 7/6' MA I ! SWEL --- ! E .! Zjt. a4. I N KlICHEN SWEAR WALL COMPLIANCE: DW I ! co 2g ag OD _ ; ILL t LE Ws 30%.OF EACH WALL RUN I K hs4 VERTICAL SWEATb11NG WITH 6 r Q I: I a� , _ 8d NAILS 3" EDGE/12" FIELD L: I. !. DN.'"` 9NLV cD o C WOD f Ln (4)16d NAILS.PER FT BOTTOM PLATE -- -----� ! �r L- 16% OF EACH WALL RUN 6'-b° T i. VERTICAL SNEATNING WITI4 o TW 24410 ! ! 2$ 8d NAILS 3 EDGE/12 FIELD ' 30 1/8°x60 7/8' (4)16d NAILS.PER FT BOTTOM PLATE - - m ' LU m a y 13'-0° CATHEDRAL CEILING I = I REACT BOOM G o 4i_2n - om `" ! TW 24410 - —— _ x6r0 7/8 TW 24410 0 N . ..: ... ... .. ... .. 30 I/8°x60 7/8°:- 11�-10°. : .. 71_811 %; N GARAGE . -�E 30 1/8° 4'-b IF OAK. . TW.24410 ! o 30 1/8°x60.-1/50 ! I I il'_y CATH CEILq a - 7�xq' o.H. DOOR W/ TRANSOM � �O J o CARPF�T ! k TILE. 3Q w - _ - F s lrQl n .pC SWEET 61-0" 2' gii 71-On zi_3" 7'_On T_0" FIRST FLOOR PLAN 12'-0° _ 121-0" 14 MOn SCALE: 1/4" 1'-:0" r " gg_p -i 1020 _ yl DRAWN Sy. KW DATE. b/11/10 0 2-2x10 GIRDER p O 4x6 P.T. POST m GALV..METAL POST ANCHOR cq - 12" "JONO TUBE° PIER !d 38'-01 61_011 - 321-011in 161-09 21_O° 141-011In e _ _ -,TW 2432 DROP WALL 30 I/8"x40 7/8" mm mm®TO 56" . .,i ,� 1N v 7'^1011 i —Y -- -- . --_� I . PKT Lo _ — ———— —� 10"x 8-9" GONG: WALL I " 16"x10" GONTMUoUS FOOTING r 1 �aR1cicEA°GAP_o I $ . a I - 1�] _ a _I 1 1 1 vl N I RISERS v I N } C' i � f' I � i - �..3-240 GIRDER I �. L ———— I �: .�/2" DIA. STEEL COLUMN _ y - - Ull L J x30"x1a CONCRETE PAD I (l( - — BASE-lENl --- s = v i 3 1/2" CONCRETE SLAB 1 = na+ LU m STORAGE r I f � J ®®®®oJ J I4- N TW 2432 I ., 3o x40 pia" 2xi0 s -3� 2xi0 s 2x10's 111 MM tY ® 16"O.G. 1.. .....: .. .-. ... ..cm0_: ax:;>IIIIIIIIII Ii --. ---_-- IIIIjI 1a6.O.G1.. S _ IIiII -m L ..... N (---- — -- -- Tw202 aa o 30 1AN40 7/6" JD SIX bl-9 WALL 16°x10 GONTiN0008 FOOTING GARAGE.. E 4" CONCRETE s1AB DOOR { _-.. .. - o..z�—� / rI . Z2- -UTILITIES 3-2910 GIRDER Cl�L L3 T� GOLu 30x30x92° RETE PAD ^ al2x10 2x10'eAY 1690.c L ———————— ' J N SHEET z-0 L l A4 f �p��y A 12'-0" 12'-0° - U N DA T :: 14' O° _ FO ION - PLAN . SCALE: 114" t'-O° JOB: 1020 - Di?AWN BY: KW DATE: 6/i t/10 a to OD . Lo RIGID WIND wASH BARRIER REQUIRED 1 AT'EXTERIOR EDGE OF EXTERIOR WA TOP PLATE ®HURRICANE CLIP° FASTENERS AT ALL C2) LV II Y/S° L RIDGE. 2X12 RAFTER / TOP PLATE . - JUNCTIONS TYP. I YP R�C3F H a a LOCKING 4' 0°O.C.. To ® i6 O N FIRST TWO.JOIST.AND RAFTER R30 F.G. INSUL.:.; 2x10'a ® 16° O.C. : HAYS FROM GABLE WALL RHO F.G. INSUL./ fl 2XI0e V 16 O.C. 5/51 PLYWOOD S11EATHING/ O 2x10a.di 16° O.C. - ASPHALT SHINGLES ® ` � e /6c S` 1/2 GYP BOARDING 9AIRD /' co TYf+_ EAVES - - -1x8 FASCIA / w SECOND 1MEMHER _CONTINUOUS VENTING VENTING SOFFIT Ix5 FRIEZE BD. W/ BED MOULDING .GRE `P'A &QM .. . TYA.:�EXTE121OR WALL .. .. _. .- .. - 2x6 EXT. STUDS 0 10 O.C./ a0 GARAGE _ 6a RIa F.G. INSUL./ 1/2' PLYWOOD SHEATHING/ a- EK WRAP/ GLUED. TYV w c SHINGLES NAILED SUBFLOOR a. Lu 70 .tOls� 2xi0s 0 160 O.G. (3)2xi0"DIRT _ 1/2° LA !1 3 LLY COLUMN I If I i-W . ... WALL cl .. .. P.T. SILL ANCHORED 32° O.C. DAMP PROOF BELOW GRADE 10°x200 CONTINUOUS FOOTING" 1/2° CONCRETE 6.MIL VAPOR BARRIER tu 30° i �.. - 241eOn 1 14-011.: - 111 w. CROSS SACT110N — SCALE 1/4":�t 1'-0".. 51dEET ., .. JOB: 1020 DRAWN 5Y: KW DATE: 6t11>10 EXTEND HDR TO CORNS 2x6 DBL TOP PLATE 1V — ER @ 16"'OG r^RAFT FULL NGT. STUDS ,^ ® YJ JACK STUD NAIL TOP PLATE APPLY SIMPSON MSTA18 CONNECTOR ° TO BTM OF HDR oo0 H2.5 IT EA. RAFTER W/ 2 ROWS, OF"I6d NAILS ON THE INSIDE FACE OF HEADER Y>d Ln ® 3" O C.: TO EACH JACK STUD STRUCTURAL'PANEL.. HEADER � NAILED 8d COMMON CONTINUOUS HEADER TOP PLATE. 6 3" O.G. EDGE AND FIELD \\ CORNER TO CORNER' OVER MULTIPLE OPENINGS / > 00 ix 0 • DOOR TRIMMER STUDS - __ RAFTER. � TO PLATE CONNECTION ' wj . ALE N.T.S. rr** 2- 5/8" ANCHOR BOLTS w/ 3"x3" PLATE WASHERS EACH NARROW WALL SECTION \t ✓L i t I " DOUBLE ROW STAGGER NAILING M W INTO BOTH PLATES �. s... PLATE 2x6 DL OP H T ATE ad . _ W . a 00 VERTICAL STRUCTURAL PANELul r�AA NAILED Bd COMMON w YJ 0 3" O.G. EDGE .: NARROW WALL BRACING AT GARAGE DOOR AND 12" IN FIELD SCALE:_N.T.S. Yd VERTICAL DOUBLE ROW STRUCTURAL.PANELS STAGGER NAILING---- BREAK ON SECOND FLOOR INTO BOTH PLATES " RIM JOIST 2x6 DBL TOP PLATE Ito ul Z Q !1 SECOND FLOOR:: Q ... - - - VERTICAL i VERTICAL . STRUCTURAL PANEL r RIM JOIST J STRUCTURAL PANEL NAILED Bd COMMON NAILED 8d COMMON Q ® all O.C. EDGE@ 3".O.C. EDGE. AND 12" IN FIELD AND J2" IN FIELD . IC j Lu tu . tP➢- - DOUBLE ROW DOUBLE"ROW : STAGGER NAILIN STAGGER NAILING— INTO BOX AND SILL } +;�� INTO SOX AND SILL - it �� ;. II �5�•- I �� SHEET A6 FULL HEIGHT SHEATHING -SINGLE FLOOR FULL: HEIGHT SHEATHING -MULTI FLODR SCALE: N.T.S. _ :: O .. .. "JOB: 1020 - SCALE: N.T.S. DRAWN BYE KW t DATE: Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 50 Pheasant Hill Circle Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering �C 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 Phone — 508 771-7502 Fax — 508 —771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 ( � ( � Job_ Number. 2005-214 Scale : 1" = 20' 06-22-2010 ca n c� c� as Coco ix / OPEN SPACE ,N 84-48-16" W BENCHMARK: N 128.97' SPK/SET AY /�'--� � o ELEV.=52.37 / -- _ O 30 T 4.9' 5.3' BUILDING SETBACK LINE � W r 17.3' 13.6' 91 o o W Q o c'-' aa. iO -' 3.3' �.--. rn 4.0' 3'3 LOT 50 o 0- - EXISTING FOUNDATION 10,121 f S.F. * o 0 N 2.0' LOCATIONS3.5 DOATE: 0.23E ACRES Z I06/22/ M / I co co o 41.9' / I � I / w 139 q.6 � E 56 N N OPEN Sp PCE 5 r a wow . c �o c a a 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 Of k4 s BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO v PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A �� 1 SPECIAL FLOOD HAZARD AREA. is . 29674 THIS PLAN IS NOT TOA RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. r. REGISTERED PROFESSIO l�AND URVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE c (o.'1,'L•ro c i c c C GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' ' 3 SIDE/REAR = 10' SM #13 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION GJ INV OUT / -/42.37 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: 3 SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL r� CONCERN). 00 / / SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE a / ti 3�� WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED S c HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETUWDS PROTECTION ACT REGULATIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2008 "CERTIFIED VERNAL POOLS." OCTOBER SRE 1S 2008 "PRI NOT IN A ORITY PRIORITY HABITAT OF�ARARE PER FOR NHESP MAP PECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, / REGULATIONS (321 CMR 10) b SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER / 3 RECHARGE PROTECTION AREA illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIillIIIIIIIIIIIIIIIIIIIIIIilill1111IIIIIIIIIIIIIIIIIIIIIIilillllI CONSTRUCTION NOTES: Q/ �, 3 `, VEGETATED 2" / S 84.48 / 1. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE / co DEEP RAIN �ARDEN / 16 E (125 C.F. STORAGE) 1OPEN SPACE PROVIDE (1) 6' DIA. x 6' DEEP LE#XCHIN SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED / n� ' TOP-48.0/ I BASIN W/ 1' STONE SURROUNDIN9 (OR 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. BOTTOM-4�7.0 ALTERNATE EQUIVALENT VOLUME 289 CF) 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM / s // CONNECT ALL ROOF DOWNSPOUTS TO THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS y 3 48 x `_` N 84'4811an W LEACHING BASIN I DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 48 ry 48.5 1 128.97 3. SEWER BUILDING CONNECTIONS: r W a MIN. COVER SHALL BE 3 FT. p 47.0 n - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER x % 5 UTILITIES AS REQUIRED BY BARNSTABLE DPW. 0 ----T --- _ - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1 x 52 _\ 11 36. a , �s W\ 11 $ S INV.-42.45/ $ t2 52.5 �11` \ S INV.-41.17 48. 1 4.00' (MIN) LL/ / \ S 6 4",� 40 P OPOSEO HO�JSE .\ `,� \ --,- H N FF-54.� 52.5 LOT 50 O \ / 7•1X / 10121 f S.F. Z \ q- S 52.X / $ 0.23t ACRES \\ Cotult Meadows Subdivision ISMHNV IN 3 48.78 M p � N isLAB•527¢N � \ Cotuit•Barnstable, Massachusetts -40.937' x T / zo oo' zs oo' 52.5 S CURB x - - x �/ PREPARED FOR w w STOP / ' '" A "� COTUIT EQUITABLE HOUSING, LLC 49. / P. 0. BOX 95 �, 4 .o x / �� 3.56. E Centendfle, MA 02632 N TITLE Site Plan + Lot SO Pheasant Hill Circle VEGETATED ,2" / BAXTER NYE ENGINEERING & SURVEYING / / DEEP,'RAIN GARDEN (125 C.F. STORAGE) T -50.0/ Registered Professional N g 1 9TTOM-49.0 Engineers and Land Surveyors P�j"OF MASs , 78 North Street,3rd Floor,Hyannis,MA 02601 �� A w tiG Phone- (508) 771-7502 Fax -(508) 771-7622 .,' E S ,Q r DD cIvI `A 0 20 60 S` 1 TIE c� S10 AL EN C SCALE IN FEET SCALE: 1" = 20' DATE. 06-16-10 REV. DATE: REMARKS a Lot 50 a DRANINVG NUMBER f 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw g 2005-214 ttNll J1 S4YJ t N F o e . 0