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Home My WebLink About0012 OSPREY DRIVE 1.3 - i i Town of Barnstable Building Department - 200 Main Street 9� LE, Hyannis, MA 02601 i639. (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 200802875 CO Number: 20080182 Parcel ID: 002002073 CO Issue Date: 09/30108 Location: 12 OSPREY DRIVE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed THE TOWN OF BARNSTABLE Buf1dingtp O Application Ref: 200802875 i BARNSTABLE, Issue Date: 06/OS/08 `� P e rmt . 9 MASS.. -- 1 , �A i639• �� Applicant: BAYSIDE BUILDING INC rFp MAC A Permit Number: B 20081175. Proposed Use: DEVELOPABLE LAND Expiration Date 12/03/08 Location 12 OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002073 Permit Fee$ 1,071.00 Contractor BAYSIDE BUILDING;INC - Village COTUIT App Fee$ 100.00, License Num 005645 Est Construction Cost$ 210,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY CAPE WITH 3 BEDROOMS,2.5 BATHS AND ONE CAR THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A "CERTIFICATE OF OCCUPANCY,IS REQUIRED,SUCH Owner on Record:COTUIT EQUITABLE HOUSING LLC ti (y BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1550 FALMOUTH ROAD-SUITE 12 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY'`OR SIDEWALK OR ANY PART THEREOF,EITHER,TEMPORARILY ORPERMANENTCY- ENCROACHEMENTS ON PUBLIC PROPERTY,'NOT SPECIFICALLYPERMITTED.UNDER.THE BUILDING'CODE,MUST BE.APPROVED BYTH,E JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE,DEPARTMENT OF PUBLIC�WORK& THE.ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS"OF ANY APPLICABLE-,SUBDIVISION RESTRICTIONS,, MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED`ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY•FUND(as set forth in MGL c.142A). fln a ,•.i�,m-. .. ,ram. o;;?�°: wt,`- Fz� .. : a, BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 16 /yam z jq oerz4r c 'a bG(, �fQ -7 Pl$�Wlc(t,s �` �a _Q� z 2� / r� 2! /`A 6 /l �5 g 3 �6 O� 2At 1 eati g Inspection A royals Engineering Dept OJT /V /WAL a Fire Dept 2 Board a OTU / T TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION... Map 06a Parcel 006t •Q%73 'Application Health Division pevx ��"" Date Issued Conservation Division `{Y( Application Fee Tax Collector rt -' Permit Fee' Treasurer 2- Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH / Preservation/Hyannis ✓ ` '' Project Street Address !dZ 0 5PR& `2)91 VC - 4 t67 `73, Village C-19 ! Owner C0?()/-r !lfi�C� �- • �. Address 444 95' '�✓f OZV lc-IE ` 7 t u Telephone � UV U - t • Permit Request Z'U "AJS7-,eUC71 4 " 6iA16L.0 FIPWII—V el-Pe &117—d _3 b'3 bQfJt N15 X4 A 0A.,1,0 64,e lt-771TC6Eb (9,19,e46E Square feet: 1 st floor:existing proposed 2nd floor:existing proposed S6 1 Total new /6 93 Zoning District Flood Plain C Groundwater Overlay Ato Project Valuation.fib /0- ® Construction Type w®®p r-Ahne— Lot Size o 3 p. 9 Grandfathered: ❑Yes C No If'yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family(#units) Age of Existing Structure Gd Historic House: ❑Yes Uo On Old King's Highway: ❑Yes Milo Basement Type: YFull ❑Crawl U14alkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 616 Number of Baths: Full:existing new di- Half:existing new Number of Bedrooms: existing new -3 Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: Q'Gas ❑Oil ❑Electric ❑Other Central Air: 9 Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes &lo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing M(new size t` xzzShed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ZAppeal# 62065 40 Recorded Commercial ❑Yes 2 No If yes, site plan review# Current Use �', � L�7- Proposed`UseliVd�l� eF_'5!'AWi ' BUILDER INFORMATION Name 64 Y616ir 60"IW 6 IAI C Telephone Number 7 7/ f UV0 Address t3 0 K 9 S License# 00 56 e^— e4 L11L L Home Improvement Contractor# Worker's Compensation# al Cr 007 3 V66— Aa ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO , uslCH SIGNATURE DATE ' �� r FOR OFFICIAL USE ONLY APPLICATION# DATE\ISSUED MAPAARCEL NO. ADDRESS VILLAGE OWNER R' DATE OF INSPECTION: FOUNDATION Of' p 50�5 ®�/P/�K 7lewoewc�r,— FRAME -s` Gafw&Q 71t& op O ,to ,k I laiT INSULATION most nf9+� c r•r ec� s �` iuN>� 8/19 7 1- vgx)oec'l6— FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. a Bayside,Builgng Inc Certificates of Insurance Bayside Building Lic 1/9/08 Certificates of Insurance Sub Contractor General Liability Workers Comp Accurate elevator 8/1 1/05 8/1 1/06 6/4/05 6/4/07 Elevators Airtech 11/24/04 11/24/08 9/19/04 11/24/08 Custom Copper Rogfing and All Cape Garage Door 6/I/04 6/1/08 6/1/04 6/1/08 ` Garage doors Aluminum Products of Cape 8/15/04 8/15/08 8/15/04 8/15/08 Storms, screens,gutters American Floors 3/4/04 3/4/08 8/31/06 8/31/07 Oak.floor installation and Arne Excavating&Paving 7/14/04 7/30/08 Umb7/30/0 WC Excavation 7/30/06 5/9/08 ASAP Engineering&Design 8/31/06 8/31/07 1/15/06 1/15/08 Engineers ATC Ceiling Systems 8/8/04 8/8/05 10/3/04 10/3/05 Suspended ceilings Atlantic Landscaping Averinos,Anthony 7/20/04 4/6/08 7/25/04 7/25/07 . Tile.Installation Avix,LLC 7/29/06 7/29/08 .7/29/06 7/29/08 Audio/Video Baltic Security 5/6/04 5/6/08 Has exemption from Alarm Installation state for worker's com Baxter, Inc. 8/I/04 8/1/08 10/6/04 3/29/08 Frame Labor Barnstable Land Design 4/30/05 4/30/07 7/17/05 7/17/07 Barnstable Roofing&Siding, 5/12/06 5/12/07 5/4/06 5/4/07 Roo in Baxter Nye Engineering& 8/11/05 8/11/08 8/20/04 8/20/08 Engineers Bayside Electrical Contr. 10/5/04 10/5/07 8/18/04 8/18/07 Etiectrician BerggrmBuilding,Lars 10/14/06 10/14/08 12/31/06 12/31/07 Copper Fabrication Bortolotti Construction 3/7/04 3/7/08 3/7/04 3/7/08 Fill, loam provider Boston Closet Co .11/16/04 11/16/07 11/16/04 11/16/07 Custom Closet Installation Bracken Engineering,Inc. 6/5/06 6/5/07 6/6/06 6/6/08 Engineers Browning Excavators, Inc. 3/3/06 3/3/08 3/10/06 3/10/08 Excavation BSC Group l/l/07 1/1/0 1/1/07 1/1/09 Engineers Budden,Robert W. 111105 I/l/08 2/20/04 2/15/08 Oak flooring Installation �a Bayside Building Inc. Certificates of Insurance f Campbell,William 8/26/04 8/26/08 7/.13/04 7/13/07 Painter Cape Cod Closet Systems, 6/30/04 6/30/07 6/30/04 6/30/07 Closet Design&Installation Cape Golf Construction 4/22/05 4/22/07 4/11/05 3/7/08 Cape Cod Marble&Granite 7/1/05 7/1/08 8/16/05 8/16/08 Marble&Granite Carpet Barn Inc 1/l/06 5/1/08 111105 1/l/08 Carpets Catalano Architects.PC 4/15/08 5/21/08 Architects Central Vacuum House 12/1/05 12/1/07 12/31/05 12/31/07 Div of EF Winslow Plumb& Central Vacuum Chaves, Robert 8/13/04 8/13/08 12/17/04 12/17/08 Efectrician Clancy,John 7/1/04 7/1/07 10/1/04 10/1/07 Mason Contractor Coastal N Counters Inc 7115/04 7/15/07 7/15/04 5/1/07 Counlerlo s Concrete Cuts&Coring 6/7/06 6/7/08 10/6/06 10/7/07 Concrete Cuts&Coring Cook,Robert J. Interior Trim Anthony Arede DBA 3/10/06 3/10/08 3/17/06 8/24/07 Cornerstone Masonry _...._._.: Mason Contractor Coy's Brook, Inc 4/24/04 4/24/07 9/21/04 4/24/07 Landscape Christopher Costa Inc. 0/22/05 1/22/07 2/3/05 2/3/08 Engineers Creswell Construction Co. Inc. 5/19/04 5/19/07 4/31/2004 4/19/07 Siding Cunningham Construction 4/8/06 4/8/06 Dartmouth Pools&Spas 111105 1/1/08 111105 1/1/08 Pools and spas Davids Building&Remodel 111105 1/l/08 6/14/04 6/14/08 Interior trim Drew Electric, Inc. 1/21/04 8/28/07 8/28/04 8/28/07 Electric Fisher HVAC 12/30/05 12/30/07 10/5/05 10/5/07 Heatin D.P. Fuccillo Construction Inc. 10/20/08 10/23/08 GAF Engineering 9/1/04 9/1/08 7/22/04 7/22/08 engineering Gardner Concrete Forms 4/4/2006 .4/4/2008 5/1/2006 6/1/2008 Foundations Gardner Concrete Construction 4/1/06 4/1/08 4/1/06 4/1/08 Foundations Gemme,John 8/5/07 8/5/08 1 1/17/07 11/17/08 Tile Govoni Land Services 5/31/04 5/31/0 7/4/04 9/20/07 Land clearing Gutter.Pro 11/7/05 11/7/0 1 1/7/05 1 1/7/07 ' r• Bayside Building Inc. Certificates of Insurance , Hill Construction 4/29/04 4/29/08 8/14/04 8/14/08 Framer- Imedia 5/2/07. 5/2/08 5/2/07 5/2/08 Com user Installation&Re air In Place/DM Design 1/20/04 1/20/08 2/18/04 2/18/08 Kitchen and Bath Design J&J Concrete 7/13/04 7/13/08 I/1/05 1/1/08 Foundations J &J Tile/Joseph Alonzo 9/25/05 9/25/07 10/4/05 10/4/06 Tile JAG Cleaning Corp, 5/7/04 4/2/08 8/25/04 5/15/08 M&M Cleaning Cleaning James Construction 7/11/04 7/11/06 115105 1/5/06 Interior Trim Johnson,Steven dba SMJ 4/25/04 4/25/08 4/25/04 4/30/08 Framer Joyce Landscaping 11/15/04 11/15/08 11/15/05 4/7/08 Landscape Contractor Just Us Country Furnishings 5/23/05 5/23/07 10/24/04 10/24/07 Interior Ti•irn/Built Ins Kitchen Appliance Mart and 8/12/04 8/12/08 1/l/05 1/l/08 Appliances Kitchen Creations 3/30/04 3/30/07 1/22/04 3/8/07 Cabinets L&M Glass Co, Inc 5/1/04 5/l/08 5/1/04 5/1/08 Mirrors,shower doors Lauder,Jeffrey R. 12/9/04 12/9/07 Bobcat James W. LaVallee 6/1/06 6/l/08 6/13/06 6/13/07 Floorin Lawrence Ready Mix 12/31/04 1/1/07 7/l/05 7/1/0.7 Concrete Suppliers MacDonald Concrete Finishing 1/9/04 1/9/08 4/7/04 4/7/07 Cellar/ ar•a a oors MAP Insulation Co,Inc 3/l/04 10/1/08 8/I/04 10/1/08 American Building Systems Umbrella Insulation 3/1/04 10/1/07 Maguire.James 10/4/07 10/4/08 10/4/07 10/4/08 McGuires Construction Co. 1/27/07 1/27/08 Meagher Construction, 6/19/04 9/2/07 6/23/04 6/23/07 Framer Meriam Backhoe Service 5/7/06 Backhoe Merrick Engineering 6/30/04 6/30/08 4/4/04 4/4/08 Engineering Morse,Richard W. Sr. 3/10/05 3/10/08 7/30/04 10/1 1/07 Cellar/Gana e oors Northern Sealcoating Inc 7/l/04 10/1/08 4/l/04 4/1/08 Driveways(paving) Northside Design/Gordon Clark 1/15/07 1/15/08 11/30/06 1 1/30/07 Architect Omni Environmental Systems 1/22/05 1/22/08 2/21/04 2/21/07 Septic Design/Testing M K Pasic Plumbing&Heating 10/1/06 10/1/08 10/1/06 10/1/08 Plumbin /Heatin Bayside Building Inc. Certificates of Insurance 1. Pride Flooring 6/13/04 6/13/08 6/15/04 6/15/08 Oak Floor Installation Pro Fence 3/26/04 3/26/08 3/26/04 3/26/08 Custom Fencing R&H Construction Inc 2/15/04 12/21/07 12/21/04 12/21/07 Excavation Race Framing 11/I/04 7/30/06 8/6/04 8/6/06 Framer Reed,Mel 7/21/04 7/21/08 7/21/04 7/21/08 Sheetrock Lawrence Robinson Masonry 9/6/08 Michael Rolfe Construction 7/11/07 7/1 1/08 1 1/13/06 1 I/13/07 Ryder&Wilcox Inc 11/22/04 11/22/08 11/22/04 11/22/08 Engineering Scannell,D.A.Well Drilling 9/12/04 9/12/07 9/20/04 9/20/07 Wells Shaw Woodworking 4/19/05 4/19/08 2/24/05 2/24/08 Interior Trim Shorey Mfg. 12/1/06 12/1/07 12/1/06 12/l/07 Snow's Plumbing and Heating 9/30/05 9/30/08 9/30/05 12/29/07 Plumbin /Heatin /Gas logs Stewart Painting 7/29/04 9/13/07 7/15/04 7/15/08 Painting/Power washing Taylor Made Flooring 7/22/07 7/22/08 11./I 1/06 1 1/11/08 Flooring Terra Nova Marble&Granite 7/1/04 7/1/0 7/1/04 7/1/07 Granite counters Tibbetts Engineering 12/31/05 12/31/07 6/30/05 6/3/08 Engineers Triple Crown/Fitz Construe 7/30/04 7/30/08 12/12/04 12/12/07 Interior trim Villani Construction, Inc. 4/12/07 4/12/08 4/1/07 4/l/08 Weller&Assoc 8/15/04 8/15/07 none Engineers Whiteley, W. Vernon „ 10/1/04 . 10/1/08 10/3/04 10/3/08 Plumbing&heating i ' i Multi-Loaded Beam(Al SC 9th Ed ASD 1.Ver:6.00.81 Bv: Richard Bertrand , RICHARD J. BERTRAND, P.E.on:05-23-2008 : 11:28:37 AM Proiect: PEARSONS RESIDENCE-Location: BEAM 261 Over Kitchen/Dining Rooms Summary: A992-50 W 10x30 x 15.0 FT Section Adequate By: 136.5% Controlling Factor:Moment of Inertia Center Span Deflections: ' Dead Load: DLD-Center= 0.09 IN Live Load: LLD-Center= 0.12 IN=U1443 Total Load: TLD-Center- 0.21 IN-U852 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 4050 LB Dead Load: DL-Rxn-A= 2813 LB Total Load: TL-Rxn-A= 6863. LB Bearnq Lenqth Required(Beam oniv,support capacity not checked): BL-A= 0.81. IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 4050 LB Dead Load: DL-Rxn-B= 2813 LB Total Load: TL-Rxn-B= 6863 LB Bearing Length Required(Beam only,support capacity not checked): BL-B 0.81 IN Beam Data: Center Span Lenqth: L2= 15.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu27Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom 15.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL-2= 540 PLF Dead Load: wD-2= 345 PLF Beam Self Weight: BSW= 30 PLF Total Load: wT-2= 915 PLF Properties for:W10x30/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.47 IN Web Thickness: tw= 0.30 IN Flanqe Width: bf= 5.81 IN Flanqe Thickness: tf= 0.51 IN Distance to Web Toe of Fillet: k= 6.81 IN Moment of Inertia About X-X Axis: Ix= 170.00 IN4 Section Modulus About X-X Axis: Sx= 32.40 IN3 Radius of Gvration of Compression Flanqe+ 1/3 of Web: rt= 1.55 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 5.70 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Bucklinq Ratio: . WBR= 34.90 Allowable Web Bucklinq Ratio: AWBR= 90.51 Controllinq Unbraced Lenqth: Lb= 0.0' FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 5.2 FT Allowable Bendinq Stress: Fb= 33.0 KSI Web Heiqht to Thickness Ratio: h/tw= 31.5 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controllinq Moment: M= 25734 FT-LB 7.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 89100 FT-LB Controllinq Shear: V= 6863 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr- 62820 LB Moment of Inertia(Deflection): Irep= 71.87 IN4 ^A�., 1= 170.00 IN4 RICHARD cyG; r o BERTR,,A m► e� srRuc~t;RaL NO.2°&94 /� :► 2 MAY�- REScheck Software Version 4.1.4 Compliance Certificate Project Title: NEW CONSTRUCTION Report Date:05/29/08 Data filename:C:\Program Files\Check\REScheck\PEARSON.rck Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 14% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS PEARSONS BAYSIDE BUILDING,INC. Compliance: Compliance:17.0%Better Than Code Maximum UA:312 Your UA:259 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor CEILING:Flat Ceiling or Scissor Truss 816 30.0 0.0 29 WALLS:Wood Frame,24"o.c. 1835 19.0 0.0 91 WINDOWS:Wood Frame:Double Pane with Low-E 214 0.340 73 DOOR:Solid 42 0.280 12 DOOR:Glass 42 0.380 16 FLOOR:All-Wood Joist/Truss:Over Unconditioned Space 816 19.0 0.0 38 Furnace 1:Forced Hot Air 84 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 Massachusetts Energy Code requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title Signature Date Project Title: NEW CONSTRUCTION Report.date:05/29/08 Data filename:C:\Program Files\Check\REScheck\PEARSON.rck Page 1 of 4 REScheck Software Version 4.1.4 Inspection .Checklist Date:05/29/08 Ceilings: ❑ CEILING:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ WALLS:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: - Windows: ❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ DOOR:Solid,U-factor:0.280 Comments: ❑ DOOR:Glass,U-factor.0.380 Comments: Floors: ❑ FLOOR:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:84 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. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with'no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ 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. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title: NEW CONSTRUCTION Report date:05/29/08 Data filename:C:\Program Files\Check\REScheck\PEARSON.rck Page 2 of 4 Ducts are insulated per Table 6106.4.4.3. Duct Construction: ,o Al accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. rl The HVAC system provides a means for balancing air and water systems. 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: Lj Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 6106.4. Circulating Hot Water Systems: . Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Lj All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: NEW CONSTRUCTION Report date: 05/29/08 Data filename:C:\Program Files\Check\REScheck\PEARSON.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes " Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 ' 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 05/29/08 Data filename:CAProgram Files\Check\REScheck\PEARSON.rck Page 4 of 4 1 Z ®5P 41 PVC Guirte to boor!Construction. in Hoq i Wind Areas: 110 rnph Wind Zone Massachusetts Checklist for Compliance(780cIViR53o ,2. .1)' Q Check 1.1 SCOPE Compliance WindSpeed (3-sec. gust) ................................................................. .................................................110 mph WindExposure Category.................................................................. ............................................. ................ B 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories Y RoofPitch ............:............................................_....:........ ..(Fig 2) ........................:.................. 2 <_ 12:12 �L MeanRoof Height ..........:...................................................(Fig 2).........:..:............................... . ;.ft 5 33' Building Width,W.......................................... .... (Fig 3)................. ft 5 80, Building Length, L ................ .. ... ...... .. (Fig 3)................... ft s 80' Building Aspect Ratio (L/W) . ................ ......... ..:..(Fig 4)..... ..... ....: ......... <3:1 Nominal Height of Tallest Opening ............................. ....(Fig 4)..... . ..I............. ... 5 6'8° 1.3 FRAMING CONNECTIONS General compliance with framing connections.....................(Table 2)................................................................ d 2.1 FOUNDATION .Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.........................:............................:....................................................................... ConcreteMasonry ..............................................:.............:...... ........................... ................................. 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only P rY y Bolt Spacing—general ..................... (Table 4).. ............. ......... .... in. Bolt Spacing from end/joint of plate ........ ........ ......(Fig 5).:..........................:..........4 in.'s 6"-12" Bolt Embedment—concrete..:......................:...............(Fig,5)...:...............................................I in.z 7" y Bolt Embedment—masonry.........................................(Fig 5)..........:................................. in.> 15" PlateWasher..........................:....................................(Fig 5)............... ...................... 3"3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked .....................:.........(per 780 CMR Chapter 55)..................... ............ Maximum Floor Opening Dimension...................................(Fig 6).................:................................ ft 5 12' 4 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...........:....(Fig 7).................................................... ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall......... (Fig 8) oft 5 d Floor Bracing at Endwalls ..(Fig 9) ..... ....... ......... Floor Sheathing Type .(per 780 CMR Chapter 55) Floor Sheathing Thickness ............ (per 780 CMR Chapter 55) ........ ........�in.. Floor Sheathing Fastening ::.............. ...............(Table 2)...ff_d nails at in edge/J.L�-in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... 8 ft 5 10' ✓ Non-Loadbearing walls...................:............................(Fig 10 and Table 5)........................... ..IL ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... in. s 24"O.C. Wall Story Offsets (Figs 7&8 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(Table 5)......:............... .2x 0 - ft9 in. ✓ Non-Loadbearing walls.... .. ............ ..(Table 5)..............................2x (o -_� ft in. V Gable End Wall Bracing' Full Height Endwall Studs..........................I..................(Fig 10)..................................:.:.......:.....:.: : :........: ✓ WSP Attic Floor Length...............................................(Fig 11)..................:.......................'.... ft>:W/3 Gypsum Ceiling Length (if WSP not used) ................7.(Fig 11)............................................ ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ............ ...I.......:.... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ..............................I.........................(Fig 13 and Table 6)..................................... e? ft Splice Connection (no. of 16d common nails).............(Table 6)............................................... 8 i' A WC Guide to Wood Construction in H h Wind Aretts: .1.10 mph Wind Zone .Massachusetts Checklist for Couipliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Tables 7)......................:................................. Z ✓ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Table 8)............ ......:......:...................I........ 2 Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans . .....................:..................:.............::(Table 9)..................................(ft—in. 5 11' Sill Plate Spans ........................................................(Table 9)..........:......................._�L ft- in. 5 11' Full Height Studs (no. of studs)...................................(Table 9)....................................................I... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table�9) HeaderSpans.............................................................(Table 9).................................. ft a in. 5 12' el Sill Plate Spans...........................................................(Table 9).................... ........:..... ft 0 in._< 12" Full Height Studs (no. of studs)..............................:.....(Table 9)........................................................ Z Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ................................................................................t 6'8" ✓ SheathingType.............................................(note 4)......................................................fL� Edge Nail Spacing 9 P g.....................................:.:.(Table 10 or note 4 if less)......................._15'. in. ✓ Field Nail Spacing.................................:... ...(Table 10)........................... ........,............. 1 Z in. Shear.Connection (no. of 16d common nails)(Table 10)....`....................... ............................ Percent Full-Height Sheathing......... .(Table 10)..................... ...<..............:...:.:....... % Vol, 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)...........:......... Maximum Building Dimension, L Nominal Height of Tallest Opening2 ........................................................... 66'8° f Sheathing Type......................... ...:.(note 4).... ........... ........ ........._ Edge Nail Spacing..................... ..... ....(Table 11 or note 4 if less)........... in. Field Nail Spacing.........................................(Table 11).:...:.:.........:..... 4 in. ................... Shear Connection (no.of 16d common nails)(Table 11)..............................................I........: Percent Full-Height Sheathing.......................(Table 11).....................................................i% 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. .................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC S an Tool,see BBRS Website) Roof Overhang ...............................:................... (Figure 19)............. ft 5 smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............. .................I.... .....,U=20 plf Lateral................:.......................I....(Table 12).............................................L=41(a plf. Shear...............................................(Table 12).........:..... .....................:......S=_41 plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...:....NtA..............T= plf Gable Rake Outlooker.............................:........... (Figure 20).............\�ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors }A/ Uplift................................................(Table 14).......:.......... ................. U= lb. Lateral (no. of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............. __7 RoofSheathing Thickness........................................... .......................;....................... in. z 7/16"WSP Roof Sheathing Fastening...........................................(Table 2).......................................................... 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. i ATVC chide to TVood Collstrllc•tioll ill.li,,h TVilld Ai-eas: .1.10 1111J11 iViild Zolle Massachusetts Checklist for Compliance (7s0 CMR i301:2.1.11)` 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 -WHEN THIS EDGE BERM ON FRAMING USE Sd NAILS AT6br- II 11 11 1 u 1-I 11 11 11 1 ' 11 11 II 11 II 11 11 I I + N I-I 1 11 11 li p i 1 11 1 11 Il N - II � 11 11, 1 I r ao' I I I l a ti II d fl ii CD - I I - - m 2 11 11 - :1 II d ii ii W 1 11 f) 1! 11 ~ 1 1 !1J ii II WILIO E EDGE ----- l RAILSPACINIG PAriEt_ v See_[7etail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction. h .Hi,h Wind Areas: 1.10 rnph Wind Zone Massachusetts Checklist for Compliance (7so CMR5301.2.1.l)' , q M Z N i i; ,cc tlQ 1 ' FRAMING MEMBERS EDGE WE MEDIATE r {9�"MIN. y I STAGGERED 7"MIN. NAIL PATTERN PANEL PANEL EDGE DOUBLE NAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment I TempParceffi fl Page 1 of 1 p� ,gip d. °AdL ''sir 2 Al % r�.�. L a F r Logged In As: Wednesday,January 162008 Frank Schlegel NewParcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 16E E 073 Street Number: 12 Unit: F Dev Lot LOT 73 Road Name: JOSPREY DRIVE T/R: f Sec. Road: T/R: EJ Villlage: 07 CotUlt Part of M/P: MAP 002 PCL 002 ....... ... .. . ........ ...__ __... .. Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Upd te41. Delete Adder then http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 - __ The Commonlvealth of Massach usetts = Department of Indtistrial Accidents _ Mce ofInyest1gallons 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: [ location city l.-P +Ll�-�lr i�/¢ _ l✓�[� �Z. phone t 7 EJ I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity 1 am an employer providing workers' compensation for my employees working on this job. company name: address: ctv: phone#: insurance co. policy tt [►f I am a sole proprietor, eneral contractor or homeowner(circle one) and have hired the contractors listed below who have the following workers compensation polices: company name: 64 address: bib cit-: hone.4: -77/ ZV insurance co. / .' �!/, Rolicv U)CF 4Q'73 c m any name' _5 F-4:C. d L449t 5 415 -- address: ' city; phone insurance co, Policy a e •'Attach additional sheet if necessan ;," _. _ _.._ c. ;.�:+;;•.• Failure to secure coverage as required under Section 25A ofNIG~L 12 can lead to the imposition of criminal penalties of a fine up to 51.500.00 and/or one years' imprisonment as N ell as ei%it penalties in the form of a STOP NVORI:ORDER and a fine or 5100.00 a day against me. I understand that a cope of this statement may be for. arded to the Office of Investigations of the DIA for coverage verification. l do hereby certifi�under the pains an fries of perjury that the information provided above is true and correct. .� Signature ��-�� Date Print name ��!/v T. Phone i_ Tt31.1 official use only do not rite in this area to be completed by city or town official eirN or town: permitAicense 0 Building Department t oLicensing Board O check if immediate response is required Selectmen's Office Health Department contact person: ' phone a: f-Other oh.,d t Pt.{, i ;Bo rd o u� ing� egulatiods an.; tandaid 1 #`, FConstrucUon'Supervi5or License License: CS 5645 , Exp.iratioon 4j.19720TO TO 22048 r Restiic ion:r00 t BRAN 5`D�ACEY ' 4 APO BOX=95 c� CENTERUILLE MA"026�32 F Commissioner I I 00 35 000 cf enclosed space 1A Masonry,only , I 1G-J_2 Family Homes Failure"to possess a current edition of the 1Vhssachusetts State'Building Coile', I •� �s caiise for revocation of this license. IIl 01/21/1995 01: 11 918020624926 FAGS 02 Affidavit of Substantial Financial Interest I, Piz/4/t/ Z. IMCC of J/i Y5 16'r, rLWQ)1AJ6 , 14J/ _ , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map Parcel 00; •0 93 The address of the property is a 05/49Cy Ae # tei;_: C,O7-d Ir- 2. 1 have -7 3 % legal or equitable interest in the real property which Is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 5 If —6 F , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , '/� , I have had a 1% or greater legator equitable Interest in the following properties which have been the subject of a building permit application, Map/Parcel Address 5. Within this calendar year, I have submitted 3 building permit applications for property in which .I have a 1% or greater legal or equitable interest. 6. Within the last.ten days, I have submitted building permit applications for property in which I have a 1% or greater legal equitable interest. 7. Within this month, I have submitted % building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received ® building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this/`1�/day of Myq V , 2009. 2001-0050/affln a/LOTTERY/AFFIDAVIT N O L ],'ELM, - .— - ----- -------- --------- __ OKE DETECTORS REVIEWE Z - ® -- - RNSTABLE BUILDING DEPT. D ®® Q FIRE DEPARTMENT DATE ®�y B N SIGNATURES ARE REQUIRED FOR PERMRTI G h N h CARBON MONO%IDE ALARMS W MUST BE INSTALLED PEfi �/� W 0 FRONT ELEVATION - MASSACHUSETfSBUILDINGCODE SCALE: 1/4" - V-Oo .. O .. `r1 m C" M IL Q w - u w/G 9HINGLF� vV W Sin MT z Z N r J lu w FL r= A I REAR ELEVATION SCALE, 1/4' . V-O° //� JOB= 08�I t1 O DRAWN BYE KW s/ gjJ( �(2�.f,'C[I DATES 6B/08 RIGID WIND WASH BARRIER R=IF 12 12 M . AT EXTERIOR EDGE OF EXTERIOR WAL .` (p TOP PLA E F.G.INSUL. TYP,ROOF V N 2x5 S O I6 O.G. FM F.G.16'O.C. C 'HURRICANE CLIP' R80 .PLYWOOD S - SM'ASP PLYWOOD SHEATHING/ Q FASTENERS AT ALL IxS STRAPPING ASPHALT SHINGLES 777 RAFTER/TOP PLATE / I/2'GYP.BOARD JUNCTIONS BA��I HALL OPEN�� J 0. 12 BLOCKING 4'-0'O.C. 2x10'S•16•O.C. (2)2xIO'S i 16'' .G O . DOUBLE JOIST 462' UNDER DORMER- W 0 IN FIRST TWO BAYS FROM GABLE WA' E TYP.EsyFs rrr��/// • _ I/2'GYP.BOAIRD I.B FASCIA--/ix4 SECOND MEMBER z 1'] CONTINUOUS VENTING DRIP EDGE W . 9'T IxB FRIEZE BD.W/BED MOULDING U KITCHEN FOYER TYP-EXTERIOR WALL ulN 0 2x6 EXT.STUDS 4 24'D.C✓ Yam. 'd' 6'RA F.G.INSUL✓ - W PLYWOOD SHEATHING/ d O FINISH FLOOR TTVEK WRAP/N.C.SHINGLES 0913'R19 FIBERGLASS 1 V PT 2xI0'S Lo 2xIO'S•16-O.C. 2d0'B V 16-O.C. III (A B-2x10 GIR 4'-2• TYP. nd DATION WALL 2-2.10 GIRDER ,j P.T.SILL ANCHORED 2B'O.C. `� 0dD 4.4 P.T.POST BASEMENT. B•Xr-W CONCRETE �ny0.' GALV.METAL POST ANCHOR S 9•T DAMP PROOF BELOW GRADE M. -s TUBE'PIER TYP. I Q 9 1/2•LALLY COLD 10'xW'CONTINUOUS FOOTING �L W Li 9 I/Y CONCRETE SLAB - ✓/ 'Z 6 MIL VAPOR BARRIER - 11i_pe 1W-0' �MD /0 24'_O' FAKE SECTION "A" RAKE SCALE: 1/4' 1'-0' a Q w U Ilrl W CL gg w 0 O g IY n Q N O w W W FL I J I I I I SWEET L�- A2--------------------------� Li ELEVATION RIGHT ELEVATION SCALE, 114" . 1'-O' JOB, 0521 DRAWN BY, K-1 DATES 6/3/08 to 4'_o U N - - W'_0' '_0• O En9'-5° FJ� �1 yy'^ Q J is OD y � LLJ .. � 0 ISD k V Z ui o Wcrco N � 92U o ® S sATH I m 0-0 lz no co- ai0'-0°TILE �' 13'-O' II'-0' - .A O M •Ic•o.a 2fi .. .,.... REFi KITCHEN ISLAND - ,pIOAK ._ �"' Z ABOVE Byy OAK /y� M O. a 2A W M ai 0 Tw 24410 GARAGE 28 OAK E' Bn ABOVE FwsN - ' so I/ xco 7/B' .._.....,. C.O.ga 14'-7° 73 LIVING ROOM c PEN - p OAK b . OAK • 12'-II' /21 2'-4' '-6• 3. 1' W Q TEY O.N.DOOR Z w . a s N 2 O° Q OL 51M %IEET A/i ^:•�iv�r - - - , O O Z - Lu FOR NARROW LIlB 9-9 1/2° ' 9'-3 1/2° ~� Q o J gg _ 4 gg N BRAUNc OL NOTE' Z # CONTRACTOR TO REFER N (n TO WFCM 110 X B AND Ily 1- WECKL ST FOR ADDGW WIND TEC4NIOU1T�lONAL Q # tu RELATED TO THIS PLAN I O J I. T'-o• 7'-0• V-6° 4'-c' SHEAR WALL COMPLIANCE. Y-P 't'-o• z�-c° n'-o• I7'-0' W. 38%OF EACH WALL RUN VERTICAL SHEATHING WITH 8d NAILS 3" EDGEA2" FIELD SHEET (4)I6d NAILS PER FT BOTTOM PLATE AA FIRST FLOOR PLAN L_ IIS OF EAC4 WALL RUN �� VERTICAL SHEATHING WITH SCALE' I/4" . I'-O° 8d NAILS 3' EDGE/@° FIELD (4)16d NAILS PER FT BOTTOM PLATE JOB' oem DRAWN BY' KW DATE: 5/5/08 r S� tC V � . Ln � W Ln 45-0 OD 0 n Q W L s Z 51 UNIII ® v a .Q 0 o TILE .7 c TI ABOVE 80 I/B'x5G 7ro qQ II'-10' 8'L4 4 IQ W-6. W .. Tw 2446 M BAT4J z" ® 2-1Oo tt 'Nfs CARPET �/. 49 UNEN C'j 0 4 W sA C zA W DN. so 1/85c"7ie• A TW 1446 STORAGE zh� MASTER BEDROOM ®I W CARPET zE 3o I/B'xeb 7/B• I� Yb M 2 DROOM�# _ TW 2446 w � ry -- a Z W lu OL 9r_T. y'_T. Ti_8. J a C4 Z 14'-0' # 34'_0' Z J IL r a # W �— 0 J SHEET _SECOND FLOOR PLAN AAA SCALE: 1/4° - I'-W JOB. 0821 DRAWN BYr KW DATE, 6/3/08 Y 1J•v� CAI 4'-b 1/2° 4'-5 I/2" 13'-g• - Sr_5' I� C�dS a� . _________________ ____________�i r� V J h 2-2xIO GIRDER i J�_yl' S 1 4x4 P.T.POST I LL W 4ALV.METAL POST ANC DR M� 0 10''SONO TUBE.PIER TTPq i w 0 Z w lb d k)ROP T.O.W.TO SLAB m 4 C DROP T.O W. 57• 1, 3 3 I DROP T.O.W.TO SLAB __�--__--- -•�--A e-. --- 1- $ r• ar i� I B— — r---� -e• I /�y I M�RAI�NTAIN 40 _ I BELOTW'NA i-0° W +ice. r------- --- 1 r -,� ------- ------------ �-Br_d_E .. F I .. OD O no DROP WALL I I I `VyJ M in I I •DOOR la ' i 'o _ WALK-OUT I ; :o .�-+ ` w BASEMENT Z .. , •x 45'CONCCRETE WALL I ;:I _ _ CON BLAB ,= = o I I� QM O t6'xla GONTI FOOTING TYP I I a VAPOR BARRIER b o I ITW 243 . MM C I ]'-2' 7'_3' 3'-6• 7'-3' •]'-2' I 130 1/S'x4o 7/8 M IL GARAGE f 7 I I I r -1 •. I.1 I DROP T.O.W BP _ $ =I PITON TOWARD DOOR BPIn' IFS+-- .. `.,,J 3-2.I0GIRDER I .•; J3 1/2'DIA STEEL COLUMN 30 I 30'x 'xl2' _ L— I,- I CONCRETE PAD I I I DROP WALL Ia •DOOR . I ;-----; .- -- 5 I to _ _ J I IO`x 5'-v CONC.WALL CONTINLIOUs FOOTING TTP. 14 I I I W a -- -- L — — _ 1 I Q N Q o ... .. 777I g W -- ——— Z z o 2'-3• 9'-b' 2'-3' NOTE. a # 14'-0• 8/8' ANCHOR BOLTS W 34'-a 2'-a EMBEDDED 7"45' Q- O SPACED 28'O.C. _a 12" FROM CORNERS J WASHERS 3"xB"xl/4" FOUNDATION PLAN SCALE. 1/4" - 1'-0' SHEET A5 JOB. 0821 DRAWN B7. KW REVISED:6/5/08 DATE. 6/3/08 MIN. 3"X 11 1/4"NET HEADER FASTEN SHEATHING TO HEADER WITH WON 8d COMMON NAILS IN 3"GRID PATTERN AS FRA SHOWN AND 3"O.C.IN .SHEATHING FILLER IF NEEDED - d .ALL FRAMING(STUDS AND SILLS) Ld1000 LB.HEADER-TO-JAC%-STUD - Q TOP PLATE ..I YI STRAP ON 00TN SIDES OF OPENING CONTINUITY IS l6d SINKER NAILS IN 2.ROW$@ 3" (TYP.)(INSTAIL ON BACKSIDE AS REQUIRED PER O.C. A SHOW ON SIDE ELEVATION, REF. Rfi02..3.2 1000 LB. HEADER-TO-SACK-STUD NO. LSTA24) STRAP ON BOTH SIDES OF OPENING (REF. NO. LSTA24) a 0 .. MIN. (2)2"X 4" (iYP.)'• 1"' L BRACED WALL SEGMENT PER 4 R602.10.5 Z x OQa � 0 IF FAN EL SPLICE IS NEEDED If 3 l� SHA MIDLHEDIGHTR BBLOCKINGIN 4IS NOT REQUIRED. NN Q N0.OF)ACK STUDS PER TABLE - ,A r•r R502.5(1&2) W� r�•r i 3/8"MIN.THICKNESS WOOD �WJ MIN.WIDTH BASED ON 6:1 - STRUCTURAL PANEL SHEATHING L HEIGHT-TO-WIDTH RATIO:FOR O EXAMPLE: 16"MIN. FOR 8'HEIGH m M • , MIN. 2"X2"X3/16"PLATE _ WASHER ANCHOR BOLT PER OUTSIDE ELEVATION R403.1.6 CTYP.) SIDE ELEVATION FOUNDATION PER CODE YP.) IMPORTANT CODE REQUIREMENT: ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD EXTERIOR- OR OSB EXTERIOR WALLS, PER IRC rt602.10.5. ' APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS Lu 1 (DETAIL 1 OF 3) W Z }- Q i Q Q W J E PLLITE _ - a Q ALE RE4:E.10) N z, m M,eL. -1- T.To I—.e. Z TRP T.,.RE4:.)W p _� -- AP—. on Q a W N 0. O OUTSIDE ELEVATION eum Ann SIDE ELEVATIO J IMPORTANT CODE REQUIREMENT: — 2 APA DETAIL OF NARROW WALL BRACING METHOD—11H UT MOLD-DOWNS (STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 2 OF 3) SHEET . wR evuLT.c wen.I„e,Join JOBS 0821 DRAWN BY1 KW DATE+ 6/6/Ds "�''Pnk r `� 'i- � :.S y�rrm..i'�s=ra%.r:s.TM^^,^+r;^:�3.-r�fa•;r�.a=-.'*�. y ic-c`'��.r,-.;«;;.;�t+r✓--+�w..♦., ,.�..{�,r ._ y ,.�„� 'Yt '� �"Yn+.sf�•7'sl.+r,ryN�f.:.s1'd4q'.��'��''S��KIt.#5'..a+� �,.r,+m'�° `•"»�t _ � y `'. ' yoF,ME Town of Barnstable ' BARNSTABLE. Regulatory Services - ! ` Y MASS. Building Division 200 Main Street,'Hyannis,MA 02601 Office: 508-862-4038 Fax 508-790-6230 Inspection Correction Notice Type of Inspection A FIOV Locationg 5.4X i0X(616-- Cr Permit Number Owner. C aYQ,yr ►U C-pl-cb..-ss5 Builder /31q Yf rA" One notice to remain on job site, one notice on file in Building Department. The f correc mg: caw r ti �- D s c� ,q--z--r ) �5 C.AW 1),(NG [�9--0-7° J A)zC,2 l00S- 66, D� Please call: 508=862- for re-inspection. Inspected by f Date l l l D� ( r �,ir'.r Mi;�'�^j e�^'µ' �.tf b..J{4'r,'z...-..�...:n.J'r�:1;Y''�'Yr�i-1°••11^`. 'tiw;:sy`c':-w:rl.apiYir' �tj{.Ay ;�VS�/�Y°(`j��y�vw'�t4it Y�":•l'r"i-'..:.r. ."��t"..,,sti.:...,a;.V.:x+R'llff'r'V:R`�* fi:�.q"^: 1-. Town of Barnstable 'BARNSTABLE. : _ Regulatory S Vl Y ices:. M _ 9 MASS. �p t6,9. ,. Building Division . - RFD MAC a, 200 Main Street,Hyannis;MA 02601 Office: 508-862-4038 Fax: 508=790-6230• Inspection Correction Notice Type of Inspection Location, tore bRIc/-6: 7- Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The follo .ing items need correcting: r + C�--1 c tJ6 Ell Please call: 508-862-4 W for re-inspection. Inspected by Date of l t, N `oFIMErokti Town :of Barnstable BABNSPABLE Regulatory Services t63g, Building Division 200 Main Street,Hyannis, MA 02601 Office: 508-86t-4038 Fax: .508-790-6230 Inspection Correction Notice Type of Inspection Location IS:Ale Permit Number Owner -Builder N_a r One notice to remain on job site, one notice on file in Building Department.' -. The llowing items need correcting: C if 7-i,_� AA_ 15C7 C All 6 7 If -rW 0,7_rcT2QS LM-r f_A-4' M 03J/4t (Aim P(Ce-fe ( 0 ?A f-T P--_F L)q--rl 07 Please call: 508-862-4*3,8,for re-inspection Inspected by Date ....L'�-y,�..,;P¢�✓.''�'A •��i'.�hrSf.^S?:�.,,�..3f'd-h�:r+ �!`: - X1.- 'Cr' .t .Jibb=. ^W`.i. .atys..' ir..,`l."��rYd"^T -tinr .. � .4 ,y.�;: y. �:;.;y:rx ,,•. "�,;.C�h'rf +.,t � �+,*-�{ � 19"w ww„j°srr,,.,v,�l �tLfi:...�K2�^',�+'' r,. IKE °FIV-T Town of Barnstable aARNnARLE. Regulatory Services MASS. - °rF1639. � Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862=4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location `� �l�i�E{s CT- Permit Number - Owner Builder S C4'e!E� One notice to remain on job site, one notice on file in Building Department. The following items need correcting: (� ,y 0-(L PC if -ram ltit. 15 S C AJ 6 Yol e j �Prt Pc�fi� A�-z.ce— W JI-cep--~ ( v �' ��. a S Z�ia Oil T� t oc,i 061 e G► t e.r-- )Art ier n V-0--c a Ve-,J , Y U sP&( W =n► S;C,tjg4-rf 07J 3, l! Y •l / Please call: 508-862-409 for re-inspection. Inspected by Date TempParcelEdit Page 1 of 1 ,:yam m � �,� s F �� 3��' �xr � , �� g ;'�"f �� •; �/�'�e✓'- ;:ate. �- -:.�.- § �3.�� "� �h., Logged In As: Wednesday,January 16 2008. Frank Schlegel N ew Par Application Center Road System Reports Road System The record has been added. New Parcel [detail New Mapparcel: 002 002 073 l f Street Number: 12 Unit: Dev Lot LOT 73 Road Name: OSPREY DRIVE i T/R r Sec. Road: '" T/R Villlage: 07 - Cotuit Part of M/P: MAP 00.2 PCL 002 Plan Ref: IPLBK 617/69-75 (APP 7 62) Date Added: Updated: Uptlate.; Delete AZT dd Another , { http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable., MA Pre pored For : Lot 73 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: Cotult Equitable Housing, LLC Job Number. 2005-214 Scale 1" = 20' 06-11-2008 c 3 a LOT 74 . S 78-47144' 21,9 c� 0 5780 ' N 31.0' . . OD sz- �o 50 4Q11 rn LOT 73 3 Q 9 j832f S.F. 0 0.23f ACRES W O 4,0 a 2 14,80 O H 4.9' � d c�N At 7430'?0• , N w 118 71, LOT 72 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 . or AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. J0 ��Gr R. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 3 74 ,�r 456 1 1 - /.o o D REGISTERE PROFESSIO AL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 0:\7005\2005-214\1;IV11\DFCIGN\2005-214PR1,OTS.tiwG, 6ji1/2OO8 10:_`8:?0 PM, 1:1, M TM r + Y • i 1 4 • � 1 5� `a`OS .r • '+ �- �+•!I'd - +1 BOND TY 6 SHOWN AS.- OtJ✓ 00/ ' 1. MAP 002 -- PARCEL 02 --/ $ S 5 3. UTILITY *V MAM SHOWN ON PROP05ED SUBDIVISION PUNS. r S \ 4. CMAtUNA1Y PANEL. NUMBER: 025551 0021 D st HILL C -- AREA LOFOD W RATE MAP DEFINES IM AREA AS ZONE C, PHTASAN?' ---- 5. 9WIR NMENIAL NOTES.- w / w W / SITE IS NOT WITHIN AN A C EQ (AREA OF CRITICAL ENVIRMeft 00 w G SITE LS NOT WOW AN AREA OF B107ED WI811AT OF RAARE r-- Cs WILDLIFE PER NHESP MAP OCTOBER 1. 2006 "E'107ED Z , _.� ' -� WWBRATS OF RARE WW.DI.W FOR USE WITH THE MA K7LANDS PROIECTION;ACT REGULATIONS (310 CUR 10).' \ SITE DOES NOT CONTAM A CEM VERNAL POOL PER NIIE'SP MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS.' SITE S NOT W" A PRIOIW WAWITAT PER NHESP"MAP OCfnBER 1, 2006 "OW WABRATS OF RARE SPEW FOR S- v= 3 UNDER 1W MASSIVII)SETTS ACT. MILATIONS (321 CURIO) \-�' SITE IS WA1 W A STATE APPROVED ZONE I GROUND WATER RECFURGE PROTECIVII AREA � 3 CONSTRUCTION,; 1. ALL tail. CONSTRUCTION NOTES ON %IEET C-2 FROM K ' SUBDINSION CONSTRUCTION PLANS FOR COW MEADOWS. DATED LOT 58 3 6/25/07, SIM HXBY APPLY TO TMS SITE PLAN. 2 ALL QVM DR04G& AND UTILITY NOTES ON SHEET C-5 FROM THE SUBDAGION OONSIRUCTTON PLANS FOR COW MEADOWS, DATED 6/2S/07. SHALL HETTE'BY APPLY TO 7W SITE PUN. 3. SEN►ER BUILDING CONNECTM- i MAIL COVER SHALL BE 3 FT. ►"3r i — SET M A VUT5 AND MATNTAM CLFARMICE FROM OTHER UIN.IIIES AS REQUIRED BY BVNSTABLE DPW. LOT 74 Ile aoir ' _ _ _ Cotuit Meadows Subdivision -------------- -- ---- -____-e�►--- Cotuit-Bacnstabie Mass _h 4 SEWER SERIACE �' S - a�i USettS MV. Ms59.27 i t xQ6.05 - ---------- I 20 FROM FOR ----- COTUIT EQUITABLE HOUSING, LLC 4 Q7 -- Pr 00 ftx 95 111lE io LOT 73 $ otL SPACE SifB PIRA W 7x' gig / 9832E S.F r / - x 0.23E ACRES 3 Lot 73 Osprey Drive LOT 59 3'- �C' V i d0' Mason I Du. x W DEEP J BAXM NU FNGMEMG& SURVEYING '4 LE4090b SAM w/ ' x59.0:�,,� STOW SURROW"G �,�� ► ► ,� , Registered Professional I � d� Engin and Land Surveyors zH 7444 � 78 North Street;3rd Floor,Hyannis,MA 02601 Phone S� 77'1-7502 F 08 77��7VL22 '--- O ---'- �'-- xMs -. -- _ Fax-(SOS) coi!3�� /r b - 20 0 20 60 �►a 3 LOT 72 SCALE IN FEET NAL EtL SCALE- 1 = 20 • 05-20-06 296ta REV. DATE REMARKS 2�► 8 1 NLVW 0: 2005 2005-214 CML DESIGN 2005-214PMLOTS.dw 2005-214