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HomeMy WebLinkAbout0050 OSPREY DRIVE � �-s�� �,�v� /.o,- �� � e-�a - o �q/ - - - - - � - sty Town of Barnstable Building Department - 200 Main Street ELARNST AB . * Hyannis, MA 02601 9 MASS. $ (508 i639' ) 862-4038 �� prFO MA'S A Certificate of Occupancy Application Number: 201000592 CO Number: .20100110 Parcel ID: 002002069 CO Issue Date: 07/06110 Location: 50 OSPREY DRIVE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: B 'din artment Signature Date Signed (f r TOWN' OF BARNSTABLE Building Application Ref: 201000592 sARNSTASLE, Issue Date: 02/19/10 Permit 9 MASS. �ArFG IV9. a�� Applicant: BAYSIDE BUILDING,INC , Permit Number: B 20100275 Proposed Use: DEVELOPABLE LAND Expiration Date: 08/19/10 Location 50.OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002069 Permit Fee$ 1,198.50 :Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 235,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM,2 1/2 BATH CAPE WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL 1 CAR GARAGE I 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: A4: eG THIS PERMIT CONVEYSNO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY,PART•THEREOF,EITHER TEMPORARILY`QR PERMANENTLY. ENCROACHEMENTS ON PUBLIC,PROPERTY-,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,'MUST.k..APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH.AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF.PUBLIC WORKS.' THE ISSUANCE OF THIS,PERMIT DOES NOT-RELEAS$THE APPLICANT FROM.THE=CONDITIONS OF ANY APPLI CABLE 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. t 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 16NREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). poIll Y D BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 '� (�� 1 Heating Inspection Approvals Engineering Dept j 1(5 "ld Fire Dept (;r. 2 ,t/r,b� �'�S a th w TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � Parc17 Quo? D G/ Application # mod/ Heal.ti Division Date Issued J Conservation Division Application Fee t � Planning Dept. A /PL// Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address Village C��7(J r Owner e071117' 00 6/!7466C 1/005 AV &LC Address &��X i 5 CF_.,V7F 4 V 1 L1_rr Telephone -7 Permit Request 7-0 CU A,�5 W 4162r •f 3 &Fy8OG 0, l� 13,Tf1 CeJPW W f rH 19x-1 Square feet: 1 st floor: existing proposed/-q 2nd floor: existing proposed ��® Total new o71A3d Zoning District � � Flood Plain C_ Groundwater Overlay 4910 Project Valuattti�ion v2 s &W Construction Type 00Dlb %A4�F- Lot Size 7, 2, Grandfathered: ❑Yes 2/No If yes, attach supporting documentation. Dwelling Type: Single Family U/ Two Family ❑ Multi-Family(# units) Age of Existing Structure eflAl Historic House: ElYes Ua'No On Old King's Highway: ❑Yes W<o Basement Type: [Sct Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) %3.5 Number of Baths: Full: existing new Half: existing new / Number of Bedrooms: existing3-new Total Room Count (not including baths): existing new 7 First Floor Room Count Heat Type and Fuel: LY/Gas ❑ Oil ❑ Electric ❑ Other Central Air: N Yes ❑ No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes M No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ i�/�eZY Attached garage: ❑ existing Knew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes WrNo If yes, site plan review# Cu i rrent Use VACOWT L07- Proposed Use 61,V Zsr %.dx14Y H61 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name NTelephone Number .4 Address l License # Oe54 5 2; AV Home Improvement Contractor Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �.' r - SIGNATURE ��� DATE FOR OFFICIAL USE ONLY AOPLICAT)ON# ISSUED QA� _ MAP/PARCEL NO. ADDRESS VILLAGE OWNER 'o- DATE OF INSPECTION: FOUNDATION oK OS O d a/ l8� FRAMES l o INSULATION '4 FIREPLACE ELECTRICAL: ROUGH FINAL ` ;ry PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r1 . ASSOCIATION PLAN NO. t _ Y ,1 / r - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 600 Washington Street x Boston,MA 02111, wivw.mass.gov/dia ' Workers'Compensation Insurance Affidavlt: Builders/Contractors/Electricians/Plumbers Applicant Information .Please Print Legibly Name(Business/Organization/Individual): ` e(III-DI.v4' �1 AA� Address: City/State/Zip: Al AF - '/G�� Phone.#: 7'7 Are you an employer? Check the appropriate bag: :Type of project(required):, 4. 2I am a general and I 1.❑ I am a employer with contractor 6. ❑New construction . employees(full and/or part time).* • have hired the sub-contractors listed on the'attached sheet. 7. ❑Remodeling 2:❑ I am a bole proprietor or partner- These sub-contractors have 8. ❑Demolition ship and have no employees employees and have workers' working for me in any capacity, 9. ❑Building addition comp,insurance$ [No workers comp,insurance 10.❑•Electrical repairs or additions requited.] 5. [] We are a corporation and its 3.❑ I am a homeowner doing all work . officers have exercised their 11.❑Plumbing repairs or additions ' myself.[No workers'comp. right of exemption per MGL 12,[]Roof repairs insurance.required.]t c. 152,§1(4),and we have no employees. [No workers' 13.0 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 mulct submits.new affidavit indicating such. tContmaors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have o employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. la an employer that'is providing workers'compensation insurance for my employees. Below 1s.the policy and job site' information. Insurance Company NaYne: Policy#or Self-ins.Lic.#: Wcr ff 973 d1d6 _fep Expiration Date: lob Site Address: 1�P � �� t City/State/Zip: 6e-T 1�' MA 6��5 Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c: 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the.Office of Investigations of the WA for insurance coverage verification, X do hereby c fy under the penalties of perjury that the information provided above Istrue and correct. Date: Phone# 7 Z 149z1® Official use only. Do not write 7n 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#: AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNm 5301.2.1.1)1 THE OSPREY MODEL LOT#69 50 OSPREY DR.COTUIT MEADOWS Q Check Compliance 1 A 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 MeanRoof Height .....................................................................(Fig 2)..................................................16 It <_33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 44 ft 5 80' Q BuildingLength, L ..............................................................(Fig 3)..................................................56 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4 Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"5 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 FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)................................................... 38 in. Q Bolt Spacing from endfjoint 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'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)...................................................12 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 <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... It <_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..................................................(fable 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 WallStory Offsets ........................................................(Figs 7&8)..........................................._It 5 d N/A r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length......:........................................(Fig 11).............................................. ft zW/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(fable 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(fable 9).................. ..6 ft 0 in.<_11' 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) HeaderSpans.............................................................(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) ..........*****..............."".(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(fable 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(fable 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(table 10).......................................................59% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest O enin 2 » SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................31% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?..............................:............................................................................................... Q t AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= pif N/A Gable Rake Outlooker.........................................(Figure 20)............._ft s 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........................................... ...............................................518 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q THE OSPREY MODEL LOT#69 50 OSPREY DR.COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS 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 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMx 5301.2.1.1)1 -WEN THS EDGE REM ON F4 'NG USE8d NAiI.S AT 6�0� 11 11 11 11 11 11 u FI 11 11 11 11 11 Ir 11 11 � 11 11 N H 11 11 ' 11 11 n rt _O IY 1'/•F m 11 it Q 1 F Ii 11 m Q f1 1r m is ps 11 OF a 11 11 O i1 I1 1 I�IF i i 1 1 a 11 If Rj f 11 t ¢ 1 11 it � V II 11 W i ii 3 le n rr t _jy. 111 r MAILSPACM PAriEI VII 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 CNm 5301.2.1.1)1 I �aQ r r r r r r rr �r r r r r m r r i i as OQ t) Ii . i r PFAMIING MMU EFS ' i r EO6E Kniqmiukrk 1 r r IE z r -- ` - -- F r r STD 3'M MW PATTERN PANEL PAXNEILL EDGE s' DOUBLE MAIL EDGE SPACM DETAL Detail Vertical and Horizontal Nailing for Panel Attachment f REScheck Software Version 4.3.0 Compliance Certificate Project Title: THE OSPREY MODEL Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1345 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT#69 BAYSIDE BUILDING,INC. COTUIT MEADOWS Compliance: Compliance: Maximum UA:362 Your UA:362 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILING:Flat Ceiling or Scissor Truss 1345 30.0 1.0 45 Skylight 1:Wood Frame:Double Pane 12 0.340 4 SHGC:0.31 FRONT WALL:Wood Frame,24"o.c. 1264 19.0 1.0 67 Orientation:Front WINDOWS:Wood Frame:Double Pane with Low-E 63 0.310 20 SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front Door 2:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 732 19.0 1.0 34 Orientation:Back WINDOWS:Wood Frame:Double Pane with Low-E 108 0.310 33 SHGC:0.31 Orientation:Back SLIDER:Glass 42 0.310 13 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 546 19.0 1.0 30 Orientation:Right Side WINDOWS:Wood Frame:Double Pane with Low-E 31 0.310 10 SHGC:0.31 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 490 19.0 1.0 27 Orientation:Left Side Window 4:Wood Frame:Double Pane with Low-E 20• 0.310 6 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1345 19.0 1.0 61 Furnace 1:Forced Hot Air 86 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. Project Title:THE OSPREY MODEL Report date:01/27/10 Data filename: C:\Program Files\Check\REScheck\OSPREY.rck Page 1 of 5 Name-Title Signature Date Project Title:THE OSPREY MODEL Report date:01/27/10 Data filename: C:\Program Files\Check\REScheck\OSPREY,rck Page 2 of 5 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ 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: ❑ 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: ❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 4: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: ❑ Skylight 1:Wood Frame:Double Pane,U-factor:0.340 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Solid,U-factor:0.280 Comments: ❑ SLIDER:Glass,U-factor:0.310 Comments: Floors: Project Title:THE OSPREY MODEL Report date: 01/27/10 Data filename: C:\Program Files\Check\REScheck\OSPREY.rck Page 3 of 5 ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:86 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/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 doling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly 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 dud 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 duds. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal dud crimping are included by an inspection for compliance with the Intemational 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: Lj Circulating service hot water pipes are insulated to R-2. Ll 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. Project Title: THE OSPREY MODEL Report date: 01/27/10 Data filename: C:\Program Files\Check\REScheck\OSPREY.rck Page 4 of 5 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:THE OSPREY MODEL Report date:01/27/10 Data filename: C:\Program Fi►es\Check\REScheck\OSPREY.rck Page 5 of 5 2006 IECC Energy Efficiency Certificate Ceiling I Roof 31.00 Wall 20.00 Floor I Foundation 20.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.34 0.31 Door 0.31 0.31 Forced Hot Air Furnace 86 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: 8ayside Building Inc. Certificates of Insurance 2009 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/1/10 6/l/04 6/1/10 Aluminum Products of Cape 8/15/04 8/15/10 8/15/04 8/15/10 Baxter Nye Engineering& 8/11/05 8/17/10 8/20/04 8/20/10 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/10 7/13/04 7/13/10 Cape Cod Marble & Granite 7/1/05 7/1/10 8/16/05 8/16/10 Cape Cod Ready Mix Inc. 1/l/07 . 1/1/10 1/1/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/10 12/7/07 12/7/09 Carpet Barn Inc 1/1/06 5/1/10 1/1/05 1/1/10 Casella Waste Management 4/30/08 4/30/10 5/l/08 511110 Robert Chaves 8/13/04 8/13/10 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/10 9/21/04 10/1/10 Davids Building&Remodel 01/01/08 1/1/10 6/14/04 8/14/10 D.P. Fuccillo Construction Inc. 10/20/06 10/20/10 10/20/08 10/23/10 Govoni Land Services 5/31/04 6/22/10 7/4/04 6/22/10 Hill Construction 04/29/07 4/29/10 8/14/04 8/14/10 JAG Cleaning Corp, M&M 5/7/04 4/2/10 8/25/04 5/15/10 Steven Johnson 4/25/04 4/25/10 4/25/04 4/30/10 Kitchen Appliance Mart and 8/12/04 8/12/10 111105 1/l/10 L&M Glass Co, Inc 5/l/04 511110 5/1/04 511110 LHS Construction,Inc. 04/01/08 04/01/10 04/01/08 04/01/10 MAP Insulation 10/1/07 10/1/10 10/1/07 10/1/10 Meagher Construction 6/19/04 9/2/10 6/23/04 6/23/10 Morse's Masonry 3/10/07 3/10/10 Northern Sealcoating 10/1/07 10/1/10 4/1/07 4/l/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/10 7/21/04 7/21/10 Whiteley, W. Vernon 10/1/041 10/1/10 10/3/04 10/3/10 S I •t MINN. e u ati� s a 'andard .� x �r ynCbns4trtuction Superviso�License rt 1 .,may .. ✓ 21 ' •y...xi'k-5F �.i-�?A'b=q�.:�vr r2!"A'YIX, ksr ,p. � f r �r � e f 3 �t_�x �a l�,i"'i�✓ ,�^ht v 3t.,�+,�y»a4 �#�} t �S a c � y ni .F" { _ z I � T`C.� i5 a.r'�# ,�•'^'aryr�a�—r p(r^G ` c�'�eftu t x �,a G N 1 z r r ��s<���� r�7- acre OOIS,000 ;ec osed sp , � ' aso r r Xy , A'od�ieS SCE�hlJ ,am� Ear H s r X possess a war t edi on=qf'the ate saeBu �Rg(�o�d�ei -� la saeh se � p ' ' rho} I• ^'�'"'�c s "�e0�a4i'�on�off��s hce se �. Yx 1 ' ! s. . °F�HE roiti Town of Barnstable yP Regulatory Services a • ?�H $ Thomas F.GelIer,Director MASS Building Division _ Tom.Ferry, 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 the.subject property._ hereby authorize .�......._._ .: S 1,��- : . .to"act on in behalf � . _ ��_ �� :•�:.. in all matters relative to-work authorized:-by this building.pe=nit-application for: (Address of Job) Signature of Owner Date Print Name TempParcelEdit Page 1 of 1 s � y 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 iMapparcel: 002 002069 Street Number: 50 Unit: F--- Dev Lot: LOT 69 Road Name: OSPREY DRIVE T/R: Sec. Road: T/R: Villlage: 107 -Cotult Part of M/P: IMAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: � tJpdate ���Delete Atld�Another http:// ssgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 `OF THE I Town of Barnstable. + BARNSTABLE. • RegulatoryServices � 7 MASS. '- �prFOMA�a`0 Building Division �i r 200 Main Street,Hyannis,MA 02601 Office: 508-862�4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 107 SAD os /•� 6N Permit Number o7 b /y �Z Owner Coo t<' Builder m S r One notice to remain on job site, one notice on file in Building Department. The following items.need correcting: I LA- — v��s�-ter �i r PT K 4ts y r G��NG ft tz E- 0 c -6 c e- ss; N L e!!5 s e -7- C F/c r 16 sO ✓ lib UC v C—azSnt4f el 4e ray w:QP G , lot Please call: 508-862-4*3-8 for re-inspection. Inspected by �a�2 �� G Date l 5--I I v i i TempParcelEdit Page 1 of 1 % WWRFp P 1 9Y J Logged In As: Wednesday,January 16 2008 Frank Schlegel New Pa rC Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 069 Street Number: 50 Unit Dev Lot LOT 69 K,. Road Name: JOSPREY DRIVE i T/R Sec. Road: w` T/R. Villlage: 07 Cotult _ I Part of M/P: ]MAP 002 PCL 002 Plan Ref: JPLBK 617/69-75 (APP 7-62) , __,......w. .,_.._.___ ...._._..._,.. _ ....�.......,�: Date Added: .._._......................................._._................._............._............._....i Updated: ptla e ; D:eleten `Add�Another . �http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 o M SMOKE DETECTOR REVIEWED N - — E BUILDING DEPT. DA p..m lA -- _ FIRE EPARTMENT DATE J In ES ARE REQUIRED FOR PERMITTING } r, FEB CARBON MONOXIDE ALARMS MUST BE INSTALLED PER w W 0' - - J o ® J110 ® a ® o � ooaoo p � o ; oo 00 m z Imo FRONT ELEVATION M I SCALE: 1/4" = I'-0" w wcl tu Q -I RF IF AU9 , Z ----- _— © 1 (D ----- ACw 1— 4 -- — Q `O w ® ® ® # ELIE © 0 � SWEET { I A I -- i�BAR �L VATION J08 1004 DRAWN BY: KW SCALE: 114" = 1'-0" DATE= 1/1I O WINDOW SCHEDULE KEY QTYJ DESCRIPTION MAKE/MODEL A T DOUBLE 14UNG 6/1 ANDERSEN TW 24410 -Z 8 3 DOUBLE I4UNG 6/1 MULLED ANDERSEN TW 2446-2 1 C i DOUBLE HUNG 6/1 MULLED ANDERSEN TW 24410-3 Mt®el Ln E 1 AWNING MULLED ANDERSEN A321 ^ W 4 AWNING ANDERSEN AW251in -- _ ' -- — — 14 1 CASEMENT ANDERSEN.C235 i — s.r 1 I I SKYLITE VELUX VS 606 CD — H I .. _ ,� J I ON DOOR TRANSOM 12'x108' 14 LITE in ---- — -- --- --- # CONTRACTOR TO VERIFY WINDOW SIZE 4 QUANTITY w W AND OPENING REQUIREMENTS. 4i U LL ® �= q00 W Lo L- -J L---J 0 UJI m a. RIGHT ELEVATION SCALE: 114".= 1'-0" • Lu VCA F91 (� — — -- --- Lu A toPaRl F6 O -- Lu JU U lu g a� SWEET L---J A 2 LEFT �L.� Y f°�T I O N JOB: 1004 SCALE: 1/4" V-0" DRAWN 8Y: KW ' � DATE: 1/12/10 201-00 AAii 1"l 2'—Oa 28'-2 1/2a q'-8a 1b'-2a • o (rA �i 8'-0° 13'-5 1/2a 6'_qa 5'-8a 4:-00 8:_0u 8L2" u - cV Ln n DECK A wi I o d� J Ln Ills jJ1 0 Lo 00 —I I°Ow D W {——1 DER w9 . w O O W t* GD L—J sr ❑ U ilr vs 606 I DININ i -------------- 41-00 W 5Q 22 I I 6 I MASTER 's 2Q o I ' LAUNDRY ' BED RM v Q o O I---I-- v_ : �o ��A in I _L Vl D � _ C+ (4) AW251 r1;ii i I 00 O g O n/ ob U Y.c m 28 7/8°X28 1/8° ii I TW 24410 0 ' FAMILY RM iz - ' IX uq. 30 1/8°x60 7/8° a w .. 2—0 a 4x6 VLAM POST 2� N z —————————————— i. W10x45 St EL ABOVE FLUSH w M�1< O Im p 7V x6 VLAM P057 - — -- co I 2$ I I - ASTER FIRE I I N �. RATED I. �.. . „ WIG BA LE v i o LIVING RM N I oa- To10 OAK o n 2g T I E q mI R LITE zwa .. W InJ, N x U Q � . Lu Lu m GARAGE 4'-00 • N I N r (►J VL7 111 i(1 3:-40 71-60 5:-2a O Z . 24410 C. 16'-0" W In �. J ' 3o I/Wxd o 7 ° I I SHEAR WALL COMPLIANCE: �- o _ _ I I 3 Wa 59% OF L S4I WALL RUN J I SEE NARROW WALL I — - A 8d NAIILS 3 EDGE/N2° FIELD I BRACING DETAIL I (4)16d NAILS PER FT BOTTOM PLATE WjgT DOOR RANSOM I L- 31% OF EACH WALL RUN s •. VERTICAL SHEATHING WITH 8d NAILS 3 EDGE/12 FIELD SHEET g (4)16d NAILS PER FT BOTTOM PLATE ABk 1 3'-00 3 3'-6a q:-0u 2:_60 51_00 `�' ^ 181—O° - 24'—Oa FIRS I FLOOR PL1°�ll V DRAWN BY: KW 100 SCALE: 1/4" = 1'-0° DATE: 1/12/10 d � 5'-10° 13'-O" W-6" 0 in �N Ln tr Ld A®Jc . l v ' 4'-4° 6'-10° 4'-10° . i. W 0 ---- - _ 2fx VS 606 --- _-- 1 — 5' KNEE WALL W OFFICE LL - QED RM #2 2 OAK o iiihilifflilihi 0 CARPET _ a p� W V2O < 0 -- — '-4° 13'-3 1 a 2 i S r' U) y o TW 2"-2 OD -- -- ---\ 9'-5 1/2" 2A iO 60ax56 7/5' o -- - 2>a Ln (3)2.0 _ 3 BED RM #3 °' w --- Lush ABOVE D CARPET W. I I BATH #2 ® 5' KNEE WALL - - 21O41NEN 2fi W-1 1/20 3'-1 1/2° _ _ t-1 CL OPEN TO BELOW Lu - ' II II ij III j � � '• I ���� n ' _ £ o ll.1 I' z i ! w w.3 i IIiI a � olu z a- Q # U O W-3" 4'-3" J . SWEET 54'-O° SECOND FLOOR PLAN A4 SCALE: 114" 1'-01' J05: 1004 DRAWN BY: KW DATE: 1/12/10 56'—pn ---------------------------------------- 54'—O" 20:—Q •— 7!—Itn Y 0-0" E'-4" 12'— 21_QU 21_Qn� �— p i—� 1 41 `/ a lo•a e � ...q`��. -T-2x10 GIRDER 6x6 P.T. POST u GALV. METAL POST ANGNOR y N j 10' 'SONG TUSE' PIER W/ ® ... .. 24' 'BIG FOOT' FOOTING TYP. I _ r---� 0,0 BULMEAD I I �, I I DOOR T I I :J in � _ 05 I �Y <ur�L�s ..Y ;, .,. �7..-'�" .:.-t..ss^r� -:e�:... hr 4>..,. ,.�_.r<�.� -x ti: .' `:;; siF v` .,...� ^,.r.,- ,v�.ia .'S��--�.:.x,n;t• :.r.�",.�. ;,}�.yry ra'"." � ® . a � I" --------- -- --------- --------------- 1 I S'xT-9' CONCRETE WALL r I 1 16'xi0' CONTINUOUS FOOTING I I �a t ti LL us u o a I I w O FULL BASEMENT ® ? 1 * I Q rcr`r b 3 1/2' CONCRETE SLAB 6 MIL VAPOR BARRIER I La �4 FROM I s.. - .L. T_lu 7'-0" 10'-0" 101_08 00 c e �' ►® IL m BM I IPKT PK I r/rf �4 40 Im I Y' L v I I p I ————— —— 8'xT-9" CONCRETE WALL lb o T DROP iv i 4' I N 16'x10' CONTINUOUS FOOTING I m p I AT DOOR I J 1774 1 F 24'-6"rp C , 111 L lu � I ---- OFFSET (-------- -------- — V- I 2 TO ALIGNTU I -� W a 3 WALLS w= I Ca Cl4:_Qn I I GARAGE 0. N F' I I CONCRETE SLAB I � Q/ .Q W 4" NOTE: I W/ 6x6 WWF I 5/8" ANGNOR BOLTS a I I 1 I EMBEDDED 7" 3 O Z xi I Wxa'-9" CONCRETE WALL I "j; SPACED 32" O.C. O1 6O Q IVAW CONTINUOUS FOOTING I 1 0 12" FROM CORNERS �— —� WASHERS 3"x3"x1/4" I Y � Q— I a Q # O ®U N DAT I®N FLAN I I I SCALE: 1/4". 1'-0 " O / DROP }� I AT DOORL---------�WALL —————— f vk -- ... n o n SWEET 18 0 u IS-9 r 4r0 4-3 16-0A5 JOB: 1004 DRAWN BY: KW DATE: 1/12/10 V � O Ln In fai O RIDGE VEN NorJLo e®I WOD O 7--0° Ln S O 16 O.C. W U LL ER 1 GDX PLIED � O %VANGLES 12 /4 s 32 C. BED RM #3 OVER sLDx QLIYwooD 10 RAFTER O 16° OC R-30 INSULATION O 12 °HURRICANE CLIP° � W.- FASTENERS AT ALL 2 X 10 RAFTER O 160 OG RAFTER`/ TOP PLATE °HURRICANE CLIP' U) r' JUNCTIONS TYP. FASCIA HEIGHT TO MATCH HOUSE FAFT194E STOP PLATE 2x8 S O 16 O.C. ° T 2x10 s O IG oc T JUNCTIONS TYP. OD SOFFIT VENT VENTED DRIP EDGE r 0 R-13 INSULATION �d MASTER - m w GARAGE BATH ALL WINDOWS TO BE ANDERSON WINDOWS O : 2 X 4 STUDS O 165 Or. MASTER BEY co WHIT O 245 OG a - �WHITE CEDAR SHINGLES OVER 1/2° CDX PLYWOOD 41 POURED CONCRETE SLAB 2xlOb O 161 OC (3) 1 3/40 x 9 1/20 LVL GIRT POURED CONC. WALLS "12010 R-19 INSULATI 3-9 BY 8 THICK OVER681PRESSURE TREATED SILL II : PCiURID LL SEAL CONCRETE FOOTING 2" X 61 PRESSURE TREATED SILL I6 X 10° �i 6 OVER SILL SEAL w BASEMENT > CONC. WALLS 7' 61 X 81 4° POURED. CONCRETE SLAB w Q GROSS SECTION A VAPOR BARRIER ... _:.._ .,., ..>.... -.. ,.:..-_. ,.:..-:.. ,...... CONCRETE FOOTING W w 3 SCALE: 114" = V-0" 1 � NQ Z CROSS SECTION 5 w o tu F SCALE: 114" = 11-01I ez W to I- 1r H (L f— O J SHEET NOTE: CONTRACTOR TO REFER A TO WFCM 110 X B AND y(�� CHECKLIST FOR ADDITIONAL HIGH WIND TECHNIQUES ATTACHED TO DRAWINGS JOB: 1004 DRAWN SY: KW r DATE: 1/12/10 ' RIDGE,Vt7d , 12,n Ix8 S Y 32 O.G. M 5 1/2' @ 12 ►�� �f\a® (3) 2xS's 5• RIGID WIND WASH BARRIER REQUIRED o B�FRLUf S14 t NG TAT OP PLAT OR EDGE OF EXTERIOR WAL 2x&S 0 Js z < Ln `HURRICANE CLIP' I \ \ RAFTER RSA PLATE �' LA U N.DR JUNCTIONS TYP. O 0 1/2 BAT , W n 2U* ASF24ALT SWINDLES J Ln ' CL `CL BED HALL \ 3' 3 "�° ovER IcDx PLYWOOD BLACKING 4-0 O.G. \ J IN FIRST TWO J0187 AND RAFTER � � BAYS FROM GABLE WALL RM i r r >h/ M 2 X 10 RAFTER 0 16' OC IN,ry W 13'-O° W Q ri 2xIO's® 16° OG 2x1 s ® 16 OG :3 z W10 X 46 STEEL I BEAM SOFFIT VENT w R-Iq INSULATION M�� �[ [� N L�yf o ALL WINDOWS TO BE ANDERSON WINDOWS y„ KITCHEN LIVING � �_ 0 cr 2x10's 0 I6' OG 2x10'e F t6' OG W (a) 1 3/4' x q 1/2' LVL GIRT o Hl =Km P-19 INSULATI II j 2'X 6' RE TREATED SILL L z BASEMENT MdM GONG. WALLS 7' 6' X 8' W _, 4' POURED CONCRETE SLAB a" x8 9032 CONCRETE FOOTING" 1�� 'So 16B O.G. GROSS SECTION C SCALE: 114" = 1'-011 lLJ .e5 Q Lu Z 'HURRICANE CLIP' w`w 3 FASTENER AT ALL U ly O JJUUN TAT PLATE w'p- w O Q tuQ DINING tY_ ern w GARAGE V 3 N :. C # 0 200's• 16 cc 0 13/4''x q 1/2' LVL GIRT J P-Iq INSULATION 7.71 PQUXREQ CONCRETE FOOTING I6 9 BASEMENT SWEET NOTE: GROSS SECTION, ID TO WFCM TOR TO REFER TOWFGM110XBAND GNEGKLIST FOR ADDITIONAL A7 SCALE: 114" V-0" ATTAC LIED TO DNRAWINGS JOB: 1004 DRAWN BY: KW DATE: 1/12/10 JOINT DESCRIPTION NurIBER aF NUMBER of NAIL SPACING, COMMON NAILS Box NAILS /yt . EXEND HDR TO CORNER 2x6 DBL TOP PLATE ROOF FRAMING 6d^! BLx1cING TO RAFTER(TOE NAILEDJ Z-id Z-IOd EACH END ti^M (3) FULL HGT. STUDS \\ RIM BOARD TO RAFTER(END NAILED Z_1id 5-16d EACH END JACK STUD WALL FRAMING Z TOP PLATES AT INTERSECTIONS(PACE NAILED) 4-16d tS-16d AT JOINTS NAIL TOP PLATE Ln STUD TO STUD(FACE NAILED) Z-lid 2-16d 24'O.C. TO BTM OF HDR HEADER TO HEADER(FACE NAILED) 16d 16d 24°O.C.ALONG EDGES W/ 2 ROWS OF I(d NAILS FLOOR FRAMING 0 3" O.C. JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-5d 4-10d J PER JOIST Ln STRUCTURAL PANEL CONTINUOUS HEADER SING TO JOIST(TOE NAILED) Z-Sd 2-10d EACH END J fs NAILED 8d COMMON BLOCKING TO SILL OR TOP PI.ATE(TOE NAILED) 5-16d 4-16d EACH BLOCK 0 MULTIPLE OPENINGS 0 3" O.G. EDGE AND FIELD HEADER Z LEDGER STRIP TO BEAM OR GIRDER(PACE NAILED) S-lid 4-lid EACH JOIST JOIST ON LEDGER TO 6EAM(TOE NAILED) 5-6d 8-10d PER JOIST //yy11 BAND JOIST TO JOIST(END NAILED)" 5-16d.. - 4-16d. PER JOIST n bar BAND JOIST TO BILL OR 00 TOP PLATE(TOR NAILED) Z-tiD S-i6d PER POOT ROOF SHEATHING �Lu.. Ln DOOR TRIMMER STUDS WOOD STRUCTURAL PANELS t W RAFTERS OR TRUSSES SPACED UP TO 16'O.C. ad IOd 6'EDGE/6'FIELD ' RAFTERS OR TR,USBEB SPACED OVER ti'O.C. 6d IOd 4' E0GE/6'FIELD GABLE.ENOWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Ed IOd 6'EDGEl6'FIELD 2- 5/8° ANCHOR BOLTS GABLE ENDWAI.L.RAKE OR RAKE TRUSS W/STRUCTURAL ed IOd IV WGV/6°FIELD w GABLE/ 3"x3" PLATE WASHERS GABLE ENDIs!'JE W 0 LL RAKE OR RAKE TRUSS uV LOOKOUT BLOCKS ad IOd 4'EDGE/4'FIELD CEILING SHEATHING O GYPSUM WALLBOARD 5d COOLERS - 7'EDGFAO'FIELD UJ < �. WALL SHEATHING Dw ` WOOOSTRUCTURAL PANELS ,^ A . " STUDS SPACED UP TO 24'O.C. Sd IOd 6'EDGFJIZ' FIELD - VI X'AND%'FIBERBOARD PANELS Sd S'EDGPJ6'FIELD 0 >_ i GYPSUM WALLBOARD Sd COOLERS 7'EDGC/10'FIELD � M FLOOR SHEATHING p WOOD ST'WJGTURAL PANELS �V jJ [j) 1'OR,ESS Ed IOd IVEDGMA"FIELD W GREATER THAN V 10d 16d 6'EDGW6'FIELD O N OW W L CI E DOOR Z ARR A L BRACING AT GARAGE R SCALE: N.T.S. M� O MW Pr 2X1o1S w w Q I V wa3 ZX1oIB o ZXtas Q IL A J Q � oT_ rz D GIRT J WIOx45 STEEL FLUSH W u a # � cn NOTE: `4 }— CONTRACTOR TO REFER '" Q TO WFCM 110 X B AND _1 CHECKLIST FOR ADDITIONAL NIGH WIND TECHNIQUES ATTACHED TO DRAWINGS FIRST FLOOR FRAMING SECOND FLOOR FRAMING SHEET SCALE: 114" 11-O" SCALE: 114" = V-O" AB JOB: 1004 DRAWN BY: KW AT E: 1/12/10 Foundation Certification in: . Barnstable., MA Prepared For Lot 69 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 E Phone (508) 771-7502 Fax (508)-771-7622 Owner: Cotuit Equitable Housing, LLC Job Number. 2005-214 Scale : 1 20' 03-08-2010 rn , ca a m QL LOT 70 N 85'29'29" W. o 123.57' ^a 4.4 8.0• b 0 23.6' 7.8' 0=t f 158 - m z m (!) .. � to cil o Z LOT 69 N m \::I* 9,924f S.F. � ` z�0 0.23f ACRES oDoo �byy 4.0' cn Z 7.7 N 24.0' i n f 122.20' w -. PEN Sp PCB C e - Ll - - - . . 1. - � a I CERTIFY THAT TO THE BEST'OF MY KNOWLEDGE THE .EXISTING STRUCTURE SHOWN, HEREON IS IN .� COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING,DISTRICT SIDELINE AND SETBACK. REQUIREMENTS, ZBA APPEAL #2005-082, .IS LOCATED IN RELATION TO THE MONUMENTS SHOWN P���0f AND IS„NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. THIS .PLAN PLAN IS NOT:TO RECORDED NOR IS IT.TO BE USED TO ESTABLISH PROPERTY. LINES. R _ r 12,610 REGISTERED PROFESSIONAL LA,D SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE rr GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION 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: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL 00 SITE SO NOT ITHIN AN AREA OF ESTIMATED HABITAT OF RARE a I M VEGETATED 12" DEEP WILDLIFE PER NHESP MAP OCTOBER 1 2006 "ESTIMATED Z F S V °% RAIN GARDEN 025 BASIN PROVIDE 1' S NEIA. x R DEEP LEACHING / HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS C� SMH � � �� C.F. STORAGE) -BASIN W/ 1 STONE SURROUNDING (OR ' INV OUT W ALTERNATE EQUIVALENT VOLUME_289 CF) PROTECTION ACT REGULATIONS (310 CMR 10)." =5575. TOP-63.0/ - CONNECT ALL ROOF DOWNSPOUTS TO SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP B-0TTOM=62.0 N r' LEACHING BASIN MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER LOT II 70 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES�- N o N 85.29'29" W UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, i Q o, 123.57' REGULATIONS (321 CMR 10) i I w x62. 0 63.5 _ ��■'" SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER � 1 3.2' +�� 4. 0 x %" RECHARGE PROTECTION AREA ern i 6 .0 a00' 2&6' 1 \ LOT 69 -' 0 o SA ei PR SE5.%IVEW Y Ft SLAB=6GARA4E26 x 9,924f S.F. CONSTRUCTION NOTES: 1 O w , 63.0 63.6 O r* 16.00' 0.23f ACR�S Z -o a x 64.0 T•s N z I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE c> I ''q N 64.0 i j N N SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS' DATED 63.5 0 x -o 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. rn 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM _ CLEAN a�v '' THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, INv-p b u OUT S INV. 0= 64.0 DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. rb \67 4 S 11 400'51 c 8 s.1 52.6 i 3 1 s Ox 3. SEWER BUILDING CONNECTIONS - MIN. COVER SHALL BE 3 FT. I - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 1 CURB a s4.o 63.0 �"� AS REQUIRED BY BARNSTABLE DPW. U STOP " WAR SERVICE $ $ x S 1 M M64.0x 24.00' 64 '0 p W M -- ' x61.0 62.28 69 CE x OPEN SP P J S VEGETATED 12" +� SMH � � DEEP RAIN Cotuit Meadows Subdivision GARDEN (125 " I-54NV '82 C.F. STORAGE) 1011111 COt�I�t-Barnstable, Massachusetts TOP-62,0/ '�y V BOTTOM=61.0 OT g8 PREPARED FOR COTUIT EQUITABLE HOUSING, LLC A 0. Box 95 Centerville, MA 02632 ME Site Plan Lot 69 Osprey Drive BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street, 3rd Floor, Hyannis MA 02601 "~`" Phone - (508) 771-7502 Fax - (508) 771-7622 t N,a F % fV.)_v ` C, iB 20 0 20 60 SCALE IN FEET SCALE: 1" = 20' DATE: 02-01-10 � A JVJ �� °F ss-)C- m REV. DATE: REMARKS EW LOT 69 IVI 8 CC 3 a DRAWING NUMBER ��SS ONAL E��\a 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw J 2005-214 N N 8ss S