Loading...
HomeMy WebLinkAbout0020 OSPREY DRIVE KE �t ' o Town of Barnstable Building Department - 200 Main Street 9 � , * Hyannis, MA 02601 (508) 862-4038 rFD MA'i A i Certificate of Occupancy Application Number: 201001296 CO Number: 20100122 Parcel ID: 002002072 CO Issue Date: 08,104110 Location: 20;9SPREY DRIVE. Zoning Classification: Proposed Use: DEVELOPABLE LAND., Village: COTUIT ,r Gen Contractor:.. BAYSIDE BUILDING,.INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES T Comments: Building Department Signature Date Signed V t TOWN OF BARNSTABLE r Building � Application Ref: 201001296 ' ` • BARNSTABLE, Issue Date: 03/29/10 _ Permit 9 MASS. 1639. �� Applicant: BAYSIDE BUILDING,INC ;Permit Number: B 20100521 Proposed Use: DEVELOPABLE LAND Expiration Dater 09/26/10 Location 20 OSPREY DRIVE. Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002072 Permit Fee$ 1,137.30 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num. 005645 Est Construction Cost$ 223,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A SINGLE FAMILY 3 BEDROOM,2 BATH RANCH WITH AltHIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 2 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: THIS PERMIT"CONVEYS NO'RIGHTTO OCCUPY ANY STREET;ALLY ORSIDEWALK OR ANY'PART THEREOF,EIT,HERTEMPORARIL'Y OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION: STREET OR ALL GRADES'AS°WELL AS DEPTH AND LOCATION'OF PUBLIC SEWERS,MAY-BE;OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS: THE ISSUANCE OF THIS PERMIT DOES NOTRELEASE 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.I42A). ,_ F; r BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 1 aU S "4f�t> p�10 �'N1 2 11,E�►/u�,,��-nctr/o 2 , 2 b f , p . 3 1 Heating Inspection Approv Is Engineer�jig Dept to L Fire Dept 2 r1 1�� CnI�S Board;of-III ` n � cIb _ .¢jr/ J a Yy ., TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 6667. 0;9j- Application # 001 Health Division - Date Issued D Conservation Division Application Fee A-(GYL Planning Dept. rs3• Permit Fee Date Definitive Plan Approved by Planning Board � ©� Historic - OKH _ Preservation/Hyannis W � Project Street Address .2-Q Cj-SSOP/FE R t LIE x Village COW /-r L6TV /T F-001 fi'SLIC Housloh Owner ti 1. Address )3jx 95 CE/ume v IcLe s Telephone 77I ` /0 Y6 Permit Request T6 GU-U571W6Z A 5 I&ISZF f 4MIL Y 3 BENU&I Z /j 1* Square feet: 1 st floor: existing proposed> 2nd floor: existing proposed--/ILTotal new 1—V4- Zoning District Flood Plain Groundwater Overlay Project Valuation OV3,U" Construction Type 9,b F124ME Lot Size Grandfathered: ❑Yes UkNo If yes, attach supporting documentation. Dwelling Type: Single Family .3/ Two Family ❑ Multi-Family (# units) Age of Existing Structure A45V Historic House: ❑Yes �lo On Old King's Highway: ❑Yes Basement Type: O Full ❑ Crawl 13"Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new 1) Number of Bedrooms: existing-3 new Total Room Count (not including baths): existing new7 First Floor Room Count Heat Type and Fuel: Y'Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 11<0 Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Udnew size _Shed: ❑ existing ❑ new size _ Oth i Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ll = C) Commercial ❑Yes "o If yes, site plan review # � g Current Use � JwT ( ,JT Proposed Use PMFm v APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name D-,,XC_ Telephone Number -2 Address 011 License # t)645 24 024/1 A) Home Improvement Contractor# Worker's Compensation # AXF Oil 73 V66 /Q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO.�i at SIGNATURE `� A DATE -3//-711f FOR OFFICIAL USE ONLY APPLICATION# 'DATE ISSUED PMAP/PARCEL NO. � 1 , ADDRESS VILLAGE OWNER DATE OF INSPECTION: • Z fs� s`Je FOUNDATION /e 5�oi lo/�fyiSl� 9 �° ot FRAME 5�ueo l� lomoc�p 4rf INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING ® /d DATE CLOSED OUT ASSOCIATION PLAN NO. s TempParcelEdit Page 1 of 1 W ar �' i s Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 072 Street Number: 20 Unit F- Dev Lot: LOT 72 Road Name: OSPREY DRIVE T/R r Sec. Road: T/R: Villlage: 07 -Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Up dates Delete AdtlAnother "" http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 + � R I3o%(`oi` ui mg egu atiods an 'tandardg Construction Supervisor License < .j License GS `5645 ` t a` $' a 4 r �vlr ' 14 BRIAN T DACEY � — 'li # PO BOX lktEc, ' s CEN, ILLE MA'02632 Commissioner " 00 `:35,OOOcf enclosed space �. to MASonr only 1G'-1 2 Famaly Homes t r• Failure to possess j.current edition of the Massachusetts State Building Code, § is cause for`.revoca-fion of this license s s ... «+M=.,a ,,,,,,,,,,�aa,.a,.,.M,.,paten• y �of�He roktiTown of Barnstable hP Regixlatory S ervices 3 snaxsrae Thomas F,Geiler,Director,,,...' Building Division Tom Perry, Building Commissioner .200,Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Tr®perty owner must - Complete and Sign This Section 'If Using .A. Builder Car-v'/T L L(- 1, as.,Q.wnet..of-the.s.ubject pnpetty hereby authorize ., . � C, .to'act on rny,behalf,. in all matters relative to work authorize-.d-by.this building•penmft application for: V d 6 ds p le6 y be (fbTO l� (Address of Job) 3 In 11b Sigmtute of Owner Date Punt Name , The'CainmanNrealt/i dfMassachusetts Department.of Industrial Accidents r Office of Investigations d 600 Washington Street i B.osto> AM w0mmass.gov/did E • ' n _ ectrlcas/Plumb rWorkers* Co u l es App]icantXnformation PIease PH&Legibly Name(Business/Organization/7ndividval): s l� `5' • dress: - � A c City/State/Zip: C / VI Phone.#: 77 Are you an exaployer!Check the appropriate boxy, Type of project(requu ed): 4: I ant eneral contractor and I 1,❑ I am a employer with a g 6, []New construction . u * have hired the sub-contractors _. . .. emP 10 y ..ees (f.._ll aud/ox Part-tuna�:.. Remode ' 2:0 I am a sole proprietor or partner- listed on the-attached sheet 7 : l ` .y These sub-contractors have ship.and bave no employees °n $ '[]Demoliti workin for me in an capacity erbi loyees:and have Workers' g y p ty 9. ❑Building addition o.workers' comp.insurance comp in urance$' 10..E •Electrical re airs or additions required.] 5 El We are a corporation and its P o fficers have exercised their 11 []Plumbing repairs of additions ' '3:El am a homeowner doing ali•work . . ri t of exera tion er NIGL; ° myself [No workers comp. . . P P 12, Roof repairs insurancb.re aired t _ c. 152311S,and we have no q 713 1 Other ;employees,`[No workers' ' comp.msurance requrred]; *Any applicant that checks box#1 must also fill out the section below showing thdTworkm'compensation policy infom�ation: f Homooworrs,who`subraitthis FL idavit indicating theyare.Being al]work and.t]iemhire outside coniractors.muit;submit anew aftddavttindicaHng such, tccmtmetors that check thisboxmut.t attached an additional sheet drawing the name of the gab-contractors and Mate wordier ornotthose entities have employees, If the sub-contractors have employees,theymust provid4 their workers'comp.poNdy number. jr am an emproyer the is providing workers'e.otnpensation InslitanCB for my employees. Berow is she policy dnd jab site* information. Insurance CompanyNahie: C� f Yolicy#or Seif:ins:Lic, #: VC-F fo 67.3 016'f 0 Expiration Date: Sob Site Address: VC City/State/Zip Attach a copy:of the workers' compensation policy declaration page'(showing the:policy number and expiration date). Failure;to secure coveragb as required under Section25A ofMGL c. 152:can:lead to the imposifiora of criminal penalties of a. fine tip.to $.1,500,00 and/or one-year iruprisonment as well as civil penalties in the form.of a STOP WORK,ORDER:and a flue ,. , of up to$250.00 a:day against the violafor.•Be advised that.a copy of thin statement may.be•forwarded to tkte•Office of' Investigations of the j7IA for msuraiye coverage verification Ido hereby certify under:thepuins•andpenalties of perjury that the Information prgvided above is true an'd correct. _ . / Signature: / .!� Date /7l�U: .. - Phone A, -2-71— M7/J .. �. Official use only. Do not l�rlte in this area;to be completed by.•ctty or town.officlal. City or Town: ' Yermit/Li:cense _. Issuing Authority(circle one); .I.Board of Health 2.BuildfngDepartinent 3, City/Town Clerk 4.EIectrical Inspectoz 5,Plumbing Inspector 6.°Other Contact Person: Phone Sub Contractor General Liability Workers Comp ll Cape Garage Door 06101104 10/07/10 06101104 06101110 luminum Products of Cape 08/15/04 08115110 08/15/04 - 08115110 Baxter Nye Engineering&Surveying' 08/11105 08117110 08120104 08120110 Bortolotti Construction 03107104 03107111 03107104 03107111 Cape Cod Copper - 02107108 02107111 04104108 04104110 Cape Cod Marble & Granite` = 07/01/05 07161110 08/16105 : 08116110 Cape Concrete Forms 06105107 08112110 12107107 08112110 Carpet Barn Inc _ 01101106 05101110 01101105 01/01/11 Casella Waste Management 04/30/08" 04130110 05101108 05101110 Chaves, Robert 08113104 08113110 12117104 12117110 Christopher Costa, Inc. 01/22/08 08105110 02106107, 02106110 Concrete Cuts & Coring 06107106 06107110 10106106 ' 10/07/10 Cornerstone dba Tony Arede 03110106 10122110 03117106' 02123110 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. 10/20/06. . 10120110 10120108 16123110 Fast Glass Service 08108109 08108110 04107109 04107110 Govoni Land Services 05131104 06122110 07104104 06122110 Hill Construction 04129107 04129110 08114104 08/14/10- Joyce Landscaping 11115104 11115110 11115105 '11/15110 Kitchen Appliance Mart and 08/12/04 08/12/10 01/0I/05 01/01/I1 Electronics . L &MGlass Co, Inc 05101104 05101110 05101104 05101-110 MacDonald Concrete Finishing 01109104 01109110 04107104 .01109/10 MAP Insulation 10/01/07 10/01/10 10/01/07 10/01/10 Meagher Bros. Construction (DECKS) 04125109 04125110 11109108 11109110 Meagher Construction (ROOFER) 06119/04 03113110 06123104 06123110 Morse's Masonry 103110107 03110110 10111108 10/11/10 Northern Sealcoating 10/01/07 10/01/10' 04101107 04101110 Northside Design Associates 01115107 01115110 11130106 11136110 Pastore Excavation Inc. 06105108 '06105110 10112108 10112111 Pro Fence Co., Inc. - 03126107 03126111 03126107 03126111 Reed, Mel 07121104 07121110 07121104 07121110 Seaside Alarms, Inc. 02125109 02125111 02/10109 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 12112111 VMA Electric 06118108 06118110 06118108 06118110 Viola Associates Inc. 04129108 04129110 04129108 04129110 Walpole Woodworkers 10115106 .10115110 .10115106 10115110 Whiteley, W. Vernon 10101104 10/01/10 10103104 40103110 Wood Floor Specialists 102103108 02103111 02-103108 02/03/11 I _ ` REScheck Software Version 4.3..0 Compliance Certificate Project Title: THE SURFSIDER MODEL+ SUNROOM Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1482 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. !Compliance: Compliance: Maximum UA:297 Your UA:292 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 1.5 48 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.310 5 Low-E SHGC:0.31 TOTAL WALL:Wood Frame,24"o.c. 2060 19.0 1.5 102 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 150 0.310 47 SHGC:0.31 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 SHGC:0.31 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1482 19.0 1.5 65 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: THE SURFSIDER MODEL+SUNROOM Report date:03/25/10 Data filename: C:\Program.Files\Check\REScheck\SURFSIDER+SUNROOM.rck Page 1 of 3 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity+R-1.5 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.5 continuous insulation Comments: Windows: ❑ TOTAL 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: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.5 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. ❑ Air Conditioner 1:Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketad against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-fight 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. Project Title:THE SURFSIDER MODEL+SUNROOM Report date:03/25/10 Data filename: C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM.rck Page 2 of 3 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 equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: LI Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-8. 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. Lj 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 De Use Only) ( 9 Department P Y) Project Title:THE SURFSIDER MODEL+SUNROOM Report date:03/25/10 Data filename: C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM.rck Page 3 of 3 2006 IECC Energy Efficiency Certificate Ceiling I Roof 31.50 Wall 20.50 Floor/Foundation 20.50 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 THE SURFSIDER+SUNROOM COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(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<_ 12:12 Q Mean Roof Height .....................................................................(Fig 2)..................................................16 ft 5 33' Q Building Width,W ..............................................................(Fig 3)..................................FY...... 24 ft 5 80' Q Building Length, L ..............................................................(Fig 3)..................................6.2 ......48 ft <_80' Q Building Aspect Ratio(L/W) .:...:.........................................(Fig 4).............................I.Dar......1.5 5 3:1 Q Nominal Height of Tallest Opening ..........................................(Fig 4).................................................6'-8"s 6'8" Q 1:3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry .................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION13 1W a. 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only• Bolt Spacing—general ................................. ........(Table 4)................................1jr.......... n. Q Bolt Spacing from endloint of plate ............................(Fig 5)........................................12 in.5 6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.z 7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_15" N/A PlateWasher...............................................................(Fig 5)..............................................>_3"x 3"x%" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).....................................................9 ft 5 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 Shearwa►I................(Fig 8)...................................................—ft 5 d N/A FloorBracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft 5 10, Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft <_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 0 in. Q Non-Loadbearing walls...........................................,....(fable 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. .............................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6'............................:............8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral (no.of 16d common nails)...............................(fables 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.<_111 Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. <_ 11' Q Full Height Studs (no. of studs)...................................(fable 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.512' Q Sill Plate Spans............................................... (Table 9).................................._( ft_in.5 12" N/A Full Height Studs no.of studs ..... Q 9 )...................................(Table 9)............................................... ..........3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8° Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................. Percent Full-Height Sheathing.......................(Table 10).,.....................................................30% 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 SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................7...............(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing ............... able 11 .....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).........................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q A'WC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................. U=236 pif Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ................................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q THE SURFSIDER+ SUNROOM COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY, THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment • AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so cMR 53O1.2.1.1)1 -V44EN THE EDGE FUNM ON F9�AMING USE 8d NAiL$ ATGb.c ' -- ----- ___1i. _- T--_ — 11 1 I 1 1/ 11 // Y NI 1 11 11 11 11 11 1 r 11 11 IL /1 N H 11 It 11 I l .c 11 11 /1 II.F 11 i l 4 Q 11 ij m z m 1 �p 11 I r 1 It. Q 1 11 � tr Ir A ii 11 i z 1t 11 Q a It I- VC F,Ilj I. It W II 11 11 11 � 1 u n rl II jt. _ Ill 11 WVVI.r.WGIE �_- NAILSPAC ING 1 PANEL_ See Detail on Next Page Vertical and Horizontal Nailing 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 VR 1 � 1 1 1 1 +t 1 1 1 1 1 1 11 11 i 1 Z 1 1 Q'= kl I1 i i FA11eA1NG,ME�JIBERS � i EDGE ETTER WEIMAT£ � 1 1 e I 1 � lr 1 1 STAID 3'MN MAIL PAT16iN PAMEL PA1fIH_EMWE DOUMA NAIL EDGE SPACRG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment rj N SMOKE DETECTORS REVIEWED O -- — - - - Ln BARNSTABLE BUILDING DEPT. - DA ppy' Li FM�TMENT DATE -- __-- ----- RE REQUIRED FOR PERMITTING > W - W O F, In CARBON MONOXIDEALARMS yyy Z MUST BE INSTALLED PER V E _ ®® MASSACHUSETTS BUILDING CODE ¢ o 00 o �L'j Lo FRONT ELEVATION SCALE- 1/4" - 1'-0°: - m ImEl m a w> -- -- —=— -- —- Z _ - - — -- w o N a W o tu Q Z a o A° -~ � �~ w Y W C4 s OV Z_ L--- � J O J SWEET REAR ELEVATION Al SCALE, 1/4' - 1'-0' JOB, 1014 DRAWN BY. KW' ' DATE. 3/1210 ' N rr 11. P7 !s/ (D � N cQ LO 12 - G H � -- i V LL _ o ® U) c o 00 rm P LEFT ELEVATION a o SCALE, 1/4" a I'-O" � t IT - W W Q 1p aao m Q o ® ® a Y�� W n W 4 #V p Z Too SHEET RIGHT ELEVATION A2 SCALE, 114" v I'-O" - JOB- 1014 DRAWN BY. KW 62'-0' NOTE, 16'-2° - 161-0° CONTRACTOR TO RE R TO WFCM 110 X 8 AN IO'-6° 5'-8° W-O° (4)TW 24410 4'-0' W-4° 4'-10" 12'-B' N CHECKLIST FOR ADDITIONAL 2'-S" 30 Ire°x 60 7/0' - • M _ HIGH WIND TEC44NIQUE 5 - �- RELATED TO THIS PL kN. Ln F SHEAR WALL COMPLIAN E, Ld W. 30X OF EACHWAL RUN (3 - - .VERTICAL SWFATHI G WITH 1/ x67/B 1611 R - _ •. .o 8d NAILS 3" EDGE/2' FIELD 72 Sb x 2 Ire• (4)I6d NAILS PER 17 BOTTOM PLATE a - SUNR0Gf'1 v -Ae K a a IMF n Lo 15%OF EACH WALL RUN VERTICAL SHEATHI G WITH $ 8d NAILS 3° EDGE/2" FIELD x o _ x x— x o (4)I1.NAILS PER BOTTOM PLATE �.. o o - o Q ® w NONE E® 42• &:•. - pFgs�y� /r 1 Tl a 0 I0-0'CATHEDRAL \sKrI.IGur `. i. - ® 0 12'-p'CATNEDRAi� ® - .. m v m BEDROOM #2 , ABD E v CJ CARPET — --------- -- CARP n L BaTH 4'0 CATHEDRAL FLAT CEILING (2)A31 Q Ire'x 60 7/B• ILE DINING .KITCHEN N o (2)IB•l�L 36 1/2'.24 5/3' O 4e L 6 OAK OAK EP Cl-6'A.F.F. TW 10 2E 2 I- m o - STRUCNIRAL SCGE Rims Pogue DOW m �7.� LVL 3/4°2'-11 3,4' 13'-10 1/2' I 3'-8° '-6° ..3-q' m ..�,. '-4" 6 B - m a o TO S I MDR m ^ ry t` N 2)18 LVL �•< 'A (2)IS-LVL 24 OAK in ` - N < (» W r. 4.4 2� i. PARALAM STRUCTVRA RIDGE PANTRY &-FL ±. 22 '22 212 212 '. _..,......._ F0pGTO 4' 4'-7° IZTYPE v v p@ D rW FIRE IO TMP El ® IW-0•CATHEDRAL Di 11'-0'CATHEDRAL LIVING 2& v O - - v v BEDROOM #3 OAK 2! v 2A B4 1/2'x 82 1/2' C c CARPET c in 9 LITE 21565 1!1 PHONEtu ., _ ---- T, TRANSOM n-- ----- u Up 1 '!V E BASE UB. l i ABOVE ZLU i 0 3-O".n, x Q Q m In O 3 F U W_2x22 STE_EL ABOVE // a N Q m xy� 4'_2.0:.. TW 24310 N Q O j1.1 Z GARAGE so VWx 46 7/5- •R• J�� R N CONCRETE SIAS PITCH TOWARD DOOR us Y 52" V. Z J Q J Vxib'O.H.POOR CONCRETE APRON SHEET SEE SHEET A/6 " FOR FOR lAl WALL 1 ALL BRAG!. 4'_gn 6'-6" 4'-3° 9'-O° 12'-7" 2'-7" 2'-O" 16'_p° 2'-p° IS'-O° 24'-2' 20'-0' 2'-10° JOB, 1014 62'-O" DRAWN BY, KW ` DATE: 3/12/IO . 62'-0' _ .- -- - _ _______________� re Mt --- %r go 41 I I ®`�_—_-E -®{crl Np 1 4.4 P T IRPOST I _ I I LV.FETAL POST ANCHOR I IO°°SQ20 TUBE'PIER TY7. I S-Z aaOP I I qn o roo i I _ I f I DECK a � I [� .J in c in P I I gQ [ 'jy'7y/l I I 14'-bk14'-O° u 00 O IFI I � I I � W DROP WALL y v EP—TO 36 — 1 I I T T I f- TO gbga I U dd J I F 71 I s L _ _ - w� LL I r--- I-_>JLU � I S.x7-q"CONCRETE WALL 3-2x12 GIRDER I6'xio"CONT. FOOTING � _ - I Pon e.- w .I 7'-0' 5 5'�I 5'-3° 6'-II b'-II°' 7'-2° 9 8° b'-2° 6'2 I ,�°� Z I I I-`_ 1 I- f 1 n srAm POCKET}�-+— r- L_NTJ L_J W 3o x12• PaN I --,POOL LOAD I I CONC PAD I I 3 V2"WA.STEEL 3 2x12 IRDER F-- — J: I --- ' c01..TIP. _- I I I E o L-- y.l li:l c I z' o. FULL BASEMENT 4 - I L-- I DROP 10°® DOOR V7 I 3 OONCRETE SLAB i - .It VAPOR BARRIER L 8°x7-q" CONCRETE WALL L-T-T''II W - I 16'xiO' CONT. FOOTING 1--rT I I !' W L_ _ uP I I OFFBEr TO I :;I V (V 2a'_O° I '{I AUON wALLs g,-1O" W Q N o - --- -- ---� I _L_______________ r__- -' J eoeCE I�:I b o to W p --- I •cONcaere Bus I I W w p o STEP I a I ICI FJ & w—<QQ� Z NOTE, STEP WALL b 5/8" ANCHOR BOLTS CONCRETE s 2° I I m II �- EMBEDDED 7° DROP 12•FROM - iV TOP OF FOUNDATON "1 I lV I I C4 SPACED 32° O.C. I'? . 12' FROM CORNERS I I 8°x3'-q°CONCRETE WALL I+ ' Q r 3 WASHERS 3°x3"xl/4° 3, I6°x10° T. FOOTING DROP 10'® DOOR FOUNDATION PLAN I SCALE, va m 1-o° I L- -- -- - -I - SHEET 24'-2° 20'-0° 2'-10° 62'-0' JOB. 1014 DRAWN BYs KW DATE= 3/12/10 J MN 0 ;^ u N Z < .L LW p BLOCKING 4'-aO.C. r• . IN FIRST TWO RAFTER W 1S FROM GABLE WALL - - U .L r -WIND WASH BARRIER REQUIRED w O RAISE CEILING JOISTS TO AT EXTERIOR EDGE OF EXTERIOR ALL W 6-6 DOOR AT TOP OF TOP FLATSSTACIRQ " - RIDGE VENT - 0 (2)IS-LVL STRUCTURAL RIDGE BOARD 0.4 WW COXPLY.SNEATNING BUILD--OVER 1 l O'e ASF14ALT SHINGLES _ 1 ds I' 6. VALLEYS B� �? O 12 r 2XI2 1 's 0 60.C. 1 d4 2x3 DORMER RAFTERS ICJ ��I. O _ II I FOATING R• �DORME �• L AN 451 B w NTAIN AIR 6P - i CATHEDRAL CEILINGS. 63 3/B•x 21' 4--a LIVING/DINING 3'-0' m i i2'-a RASTER SUITE GE PARA '. Z STORA TLAM I0_a BEDROOMS I T.VENTING DRIP EDGE r - OVER KITOIEH RIDGE j I IXS FASCIA _ 4 O lx4 SECOND MEMBER m N AND 2 2x80•160.L. FRIEZE UM GUTTERS GOWN SPOUTS L7 FRIEZE BOARD AND MOULDINGS a bd STRAPPING FASTENS CLIP• L E V2'GYP.BOARD II I FASTENERS AT ALL L, -'SR STAIRS I RAFTER/TOP PLATE.. .. L1 8-2e12 STRINGERS I JUNCTIONS TIP. SUNROOM KITGFIEN I I I 2&EXT.STUDS•24•D.C. RI9 F.G.INSULATION 1/2•PLYWOOD SHEATHMG L� I TYVEK WRAP(OR EQUAL) . 3/4.OSB SUBFLOO'R L I CEDAR CLAPBOARDS IN FRONT.. 6•FIBERGLA84 INSUL 'W.C.SHINGLES SIDE 4 REAR P.T.2X6 SILL.S!LL SEAL U 240.Y 16b.C. ANCHOR AT 36'O.C. 3-2x12 GIRT 3-2.12 GIRT V j 9 1/2'STEEL COLUMNS 9_2x12 STRINGERS I F Z 6 BASEMENT ? Q Q N I � 3 13i_4n I N 0 ..... .. S V'3•CONCRETE SLAB I S. DAMP PROOF BELOW GRADE a a Q Q n h N . CROSS SECTION q# J SHEET A5 JOB: 1014 DRAWN BY, KW DATE, 3/12/10 N N STAGGER NAILIN @ems' O INTO BOTH PLATES 2 6 CS L TOP PLATE - - 11®®II `o EXEND HDR TO CORNER 2>6 DEL TOP PLATE PULL HGT.STUDS - JACK STUD J NAIL TOP PLATE Z VERTICAL - TO 6TM OF HDR 0-M O STRUCTURAL PANEL W/2 ROWS OF 16d NAILS ®®® W �P� NAILED Sd COMMON - .8 3"O.C. y/ ®3'O.C.EDGE - y AND 12'IN FIELD STRUCTURAL PANEL Z NAILED Bd.COMMON HEADER CONTINUOUS HEADER ®MULTIPLE OPENINGS w. 0 3.O.C.EDGE AND FIELD V jL SIMPSON FWD C14 GA Ld DOOR TRIMMER STUDS 11 STAGGER NAILING— AILIN INTO BOX AND SILL -�) , 2-5/5'ANCHOR BOLTS 3-, -PLATE WASHERS I ® U) A Wm �r SHEAR WALL COMPLIANCE: �1•- �A no 0 ` ?"''• W- 30%OF EACH WALL RUN `/J ' VERTICAL SHEATHING WITH m W 8d NAILS 3' EDGEA2" FIELD Z ji (4)16d NAILS PER FT BOTTOM PLATE - �`II Q O L- 15%OF EACH WALL RUN ILVERTICAL SHEATHING WITH 8d NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE ; `NARROW WALL BRACING AT GARAGE DOOR t SILL TO PLATE w/ WOOD STRUCTURAL PANELS l GJ SCALE:N.T.S. I SCALE=N.T.S. JOINT DESCRIPTION .vreela or rua ePAdNS ' j caPlaN wlu eox Lulu ROOF FRAMING W W J` eLOf W 1D RlA'BR C>'DD NAIIIDJ B-Bd o-_W !AW @!D - wn Doiw m RurBrs(Dm xawm Iw u uw eND. (n WALL FRAMING TPC�TEB sr mm¢PLFLTDNB(rACe WIIteDJ hNJw B-Ifd Ar JOINTB Q . I, eruD(r�eB ruILnDJ i atm x'oe. RAFTER®I6"O.C. TD�'D��P��e^®J u� 2P oc Atw10 eDBls Q}-3 FLOOR FRAMING w O Q TD BBL.TBP PLAr6[R Wlmflt(NB NMImJ -- h10C PLR b1OT JU ma J N J7BT Rol NAILeD) e41 �-IOd DKY erm BIOOUNB rD BLLL 0.1 TOP rurrlrw N4leDJ Ha hlsf BAG BroOc < 0 w Bl1BP lb Dan Y!GIROHt(PLCC IMIL®J F�pd 4W D101.YABT ��/ a� H2.5 0 EA. RAFTER ^�BE411(1DG"'w�J B-IN B-Wd FDt JWBT L K Dum.Iwer To.rnBr term wulm) e m xlr.lwBr � D4ID JpBT TD BILL OIt lW PIhT6 R�WILeD) AIBD -yd PLR ICD� j CL L ROOF SHEATHING 3 U TOP PLATE woos BnwcTURnL wNL,.B v- anrrDu oR rRu»eB ePK®W M W O.G •10Cen•FlBtD Q c O �B- R.11fERi DR TW98G9 BPAC®WDt M•of IN P EDClIB'FlD.D- Q V V^, �.,. LNIXWLL 0.4[e OR RI.KB TR11BB u✓"D�BLB WERIUIIB m IN `•LCBL/6'FleL.D OIDIWLL R4ct qe RW TRIIBB uJ B'IW1GTiL1AL m Iftl •mDB/Y Fl6D Z uete eND11N1 R.1KC BR DAI2 rRBBB m/1OOFM DtN® ed Iltl P eD^.NP Flab J CEILING SHEATHING J GRAFTER TO PLATE CONNECTION Bn vaB P®cBnY rao SCALE N.T.S. WALL SHEATHING rmoD eTB+CTUP.N.Pulrie BNOB BMCLD YI M x•O.C. a Im B'eDBe/IT FlEL.D 6•� PANa9 ea CLu.eRB - SHEET Y eD dJl'Fl6D �p�'J T®GLnY PI[in lit/ FLOOR 644EATHING �Blm/ttURnL PBN6D � °° IBe v aDRen'rues . ¢IB14TOt tW�N 1' � W Y®ffJO'FlLID JOBS IOI4 DRAWN B7• KW DATES 3/12/10 TempParcelEdit Page 1 of 1 Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 072 Street Number: 20 Unit F777Dev Lot LOT 72 Road Name: OSPREY DRIVE Sec. Road: - � T/R Villlage: 07 -Cotult Part of M/P: ;MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) , Date Added: ....... ...... Updated: w Update ' Delete AddAriother http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, MA Prepared For : Lot 72 Osprey Drive Assessor's Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone - (508) 771-7502 Fax - (508)-771-7622 Owner: Cotuit Equitable Housing, LLC Job Number: 2005-214 Scale 1" = 20' 04-01-2010 d-0 ®v�10� 7 b Pity - ,go Bpao7 rn co a _ co m a to 04 / LOT 73 s 74 30 20" f ���r 11871, rw T. 0. F. = 67.7' ?g 9. O h • - - _ -co- IV O 2 LOT 72 2 9,799f S.F. (IVQ;' 14'0� 0.22f ACRES / N o0 �p o) Q � / 11.9 0 14.0, o x � T. O. F. = 63.8' S' N O ry LLJ N � � o N 1j � •9, 11Z8,' / N 74.10'10•. QO W N LOT 71 0 o N 5 U) O J CL N I Ln O O I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN z COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK v REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO THE MONUMENTS SHOWNOf i AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. J THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. t8 i 29874 N ,�jj 8 TER�O a4-•of -�o� o wtl 0 o REGISTERED PROFE SIONAL L D SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE N �^�T-OG��1•� Ln O O N / I O L GENERAL NOTES: I. LOCUS PROPERTY IS SHOWN AS: ASSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMM: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN AC.E.C. (AREA OF CRITICAL ENVIRONMENTAL SMH � S CONCERN). 000 IN91� SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE i o WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED z MWATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGUUTIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP s , i MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES v UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CURIO) S / SITE IS WITHIN A STATE APPROVED ZONE n GROUND WATER RECHARGE PROTECTION AREA CONSTRUCTION NOTES: o LOT 73 I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS�r 1 ,- FOR COTUIT MEADOWS, OATED _ Q �3 65.0 6/25 07, SHALL HEREBY APPLY TO THIS SITE PLAN. W x 4' o ZO ,,,- 2. ALL (DING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM W THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, ' -w IN ih" 64.5 xI 65.0 x ,�� 26 0, �i 8�1 '' DATED 6/25/07, SHALL HEREBY APPLY Tiff THIS SITE PLAN. 3 .°' o ,�" ; ' ;� \ 3. SEWER BUILDING COVER SHALI. BE CONNECTIONS. � / � = CLEAN / ' OUT 8 ;� 65.0 , /LOT 72 �° �� � �` �'�' ��� - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 64.75 4 s 4o x " 9.799E S.F. � , , AS REQUIRED BY BARNSTABLE OPN! 'Q► x 02.1x `�'� N ,, CO ,,i Q'.22f ACRES 14.0. , PROVIDE (1)'6' DIA. x 6' 5 ' WR ' o g DEEP LE�ENG BASIN W ' �,,• SURR6UNDING (OR 41 3, ft"W4Y 120 ' / 14.0. ,� ALTERNATE EQUIVALENT \X i INV.- / VOLUME) �\d1R6 i p Cq 59.76 / i 3 gQq0N�NECT ALL ROOF STOP i w I?A h i AOWNSPOUTS TO i 64.75_---- '/ a+6i 4 /`r ,°�'/ 57.0 / h ,� 'LEACHING BASIN C65. 2?0, ; , x Cotult Meadows Subdivision �- y ;'OPEN SPACE Cotuit-Barnstable, Massachusetts 20 \ PREPARED FOR '�' `� M 11,8 , ' VEGETA7ED,12' COTVIT EQUITABLE HOUSING, LLC % m S 3 '� .� DEEP RAIN G DEN M ,1o� 70 J0. f I (250 C.F. STAGE) R 0. BOX 95 TOP-58.0/80TTOM-57.0 Centerville, MA OM2 LOT 71 � ss.ox `.� ��, TRtE Site Plan Lot 72 Osprey Drive BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors ,A of 78 North Street,3rd Floor,Hyannis,MA 02601 ��' 04 Phone-(508)771-7502 Fax-(508)771-7622 STBHEN A CIVIL No.46345 20 0 20 60 �,�FF"ISTER``��w�Q SS1ONAL ENG SCALE IN FEET -�_2 12'OLD SCALE: 1" = 20' DATE: 03-24-10 REV. DATE: REMARKS LOT 72 MWW MAW 0: 2005 2005-214 CIVIL DESIGN 2005-214POLOTS.dw 2005-214 I