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Home My WebLink About0068 OSPREY DRIVE � � Q,S 17��rs� P � 1 I4 TempParcelEdit Page 1 of I ��a s��p� a � �. � Ply✓ ' � � a� Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center •Road System Reports Road System The record has been added: New Parcel Detail New Mapparcel: 002 002 067 Street Number: 00000 Unit Dev Lot LOT 67 Road Name: JOSPREY DRIVE T/R i�' , Sec. Road: DOVETAIL LANE T/R Villlage: 07 Cotult ', Part of M/P: M_..A.P 002 PCL 002 __.._ .v.._-.__ Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Update DeleteF Adtl�Another htt-P:Hlssgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map aQ � Parcel <50 a, 4 - Application # 3s Health Division Date Issued Conservation Division Application Fee 0 Planning Dept. Permit Fee ' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis R Project Street Address l`X IF Y Die C I/jr—' Village CCU /T A4 4. OwnerCOT(I f'90d r� ff0t8/x/6 LLC- ' Address IC4� C��✓7L�Z�/tom Telephone 50 k ' 791'" L 0V( Permit Request 70 CDt�5%eVcf /I 5/AI6ZE FAMILY 3 D9&40,," Z t9l91-711 IQ NGI-I W IT 0 7141 79 TTI4�0-2 o9- C44 191? two Square feet: 1 st floor: existing proposed /SOD 2nd floor: existing proposed Al/�' Total new Zoning District Flood Plain Groundwater Overlay Project Valuation75 6�Q Construction Type ®Q/� Lot Size 1a, 3W Grandfathered: ❑Yes 3 o If yes, attach supporting documentation. Dwelling Type: Single Family Gd' Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ®'No On Old King's Highway: ❑Yes No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other 'Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) l5"Ut� Number of Baths: Full: existing new o Half: existing new/— Number of Bedrooms: existing3 new Total Room Count (not inccllu�ding baths): existing new First Floor Room Count Heat Type and Fuel: ❑'Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑'Yes ❑ No Fireplaces: Existing - New Existing wood/coal stove: ❑Yes ®'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing knew siz?w Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization Appeal # Recorded < w Commercial ❑Yes ❑ No If yes, site plan review# Current Use V 'J f LOT Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name b7l i 5 !bf 82 l /��', / Telephone Number 10Y0 Address pJ0Y, 4 S License # 4-,V 11 )26�� Home Improvement Contractor# Worker's Compensation # 73 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO J'4!V4`f SIGNATURE DATE ��0 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE i OWNER r'r r S DATE OF INSPECTION: r FOUNDATION Z•�o��lk p� FRAME 9- L Atle*C*_ F" s INSULATION f FIREPLACE n ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING arf & /�4 og/Z!'' f Y ' DATE CLOSED OUT s ASSOCIATION PLAN NO.'- �,► r Town of Barnstable Regulatory Services . Thomas F.Geiler,Director OrEc "1e Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnsta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: O oz O z O 6 Project Address 1/01?Aolwf aWe Cr Builder: dose The following items were noted on reviewing: /�,d ozys wLW a PF- o6/2 wig-il�ti3izs T �� p'Lc.�°E KEG G��s'— /c�o�� 5°•�S'f�S , pro �-LT(oN Reviewed by: Date: Q:Forms:PInrvw The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' a 600 Washington Street Boston,MA 02111' w>Ommass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers _Ap>dlicantInformation pipS Please_Print Legibly Name(Business/Organization/Individual): 8�4�' 14 �- •Address' 0)( Y 6' City/State/Zip: `�` Phone.#: 7 Are you an employer?Check the appropriate :Ty;ofRiocject(required):i,ElI am a employer with 4. I am a general contractor and I 6 Newonstruction . employees(full and/or part-time).*• have hired the sub-contractors listed on the'attached sheet. 7. ❑Remodeling 2.❑ I am a'sole proprietor or partner- These sub-contractors have ship and have no employees 8. []Demolition employees and have workers' working for me in any capacity. 9. (]Building addition [No workers' comp,insurance comp,insurance t' 5. [] We are a corporation and its 10.[] Mectrical repairs or additions requited.] ' 3.❑ I a homeowner doing ill-work : officers have exercised their 11.El 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 13.❑ Other employees. [No workers' comp,insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners•wbo submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether ornot those entities have employees. Xthe sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below ts.the policy and job site' information. . �� Insurance Company Nw ne: f ' . Policy#or Self-ins.Lic,#: 400 ` 4,17 Expiration Date: I ' ® q _ Job Site Address a �P y 7�`T City/State/Zip: 9026 V 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 may be forwarded to the Office of Investiizations of the DIA for insurance coverage verification. I do hereby certify er the palns•a o•perjury that the information provided above is true and correct. Si afar Mite! -7/1 Phone# T91— 60 !KU Official use only. Do not write in this area, to be completed hy,clty 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#: �s - 'Bayside Building Inc. Certificates of Insurance Bayside Building Inc 1/9/08 Certificates of Insurance Sub Contractor General Liability- Workers Comp Accurate elevator 8/11/05 8/11/06 6/4/05 6/4/07 Elevators Airtech 11/24/04 11/24/08 9/19/04' 11/24/08 Custom Copper Roofing and All Cape Garage Door 6/l/04 6/1/08 6/l/04 6/l/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 .8/31/0 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 comp Baxter,Inc. 8/l/04 8/1/08 10/6/04 3/29/08 Frame Labor Barnstable Land Design 4/30/05 4/30/0 7/17/05 7/17/07 Bamstable.Roofing&Siding, 5/12/06 5/12/07 5/4/06 5/4/07 Roofing 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 ECectrician Berggren Building,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 11/16/0 11/16/04 11/16/07 Custom Closet Installation Bracken Engineering,Inc. 6/5/06 6/5/0 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 1/1/09 1/1/07 l/l/09 Engineers Budden,Robert W. 111105 l/l/08 2/20/04 2/15/08 Oak,flooring Installation i Certificates of Insurance Bayside Building Inc. Campbell,William 8/26/04 8/26/08 7/13/04 7/13/07 Painter Cape Cod Closet Systems, 6/30/04 6/30/0 6/30/04 6/30/07 Closet Design&Installation Cape Golf Construction 4/22/05 4/22/0 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 1/1/06 5/1/08 111105 1/1/08 Carpets Catalano Architects PC 4/15/08 5/21/08 Architects Central Vacuum House 12/1/05 12/1/0 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 Electrician Clancy,John 7/1/04 7/1/0 10/1/04 10/1/07 Mason Contractor Coastal N Counters Inc 7/15/04 7/15/0 7/15/04 5/1/07 Countertops 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 4/24/0 9/21/04 4/24/07 Landscape Christopher Costa Inc. 0/22/05 1/22/0 2/3/05 2/3/08 Engineers Creswell Construction Co.Inc. 5/19/04 5/19/0 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 ands as Davids Building&Remodel 111105 1/l/08 6/14/04 6/14/08 Interior trim Drew Electric,Inc. 1/21/04 8/28/0 8/28/04 8/28/07 Electric Fisher HVAC 12/30/05 12/30/07 1015105 10/5/07 Heating 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/l/08 4/l/06 4/1/08 Foundations Gemme,John 8/5/07 8/5/08 11/17/07 11/17/08 Tile Govoni Land Services 5/31/04 5/31/07 7/4/04 9/20/07 Land clearing Gutter Pro 11/7/05 11/7/0 11/7/05 11/7/07 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 Computer Installation&Re air In Place/DM Design 1/20/04 1/20/08 2/18/04 2/18/0.8 Kitchen and Bath Design J&J Concrete 7/13/04 7/13/08 1/1/05 1/l/08 Foundations J&J Tile/Joseph Alonzo 9/25/05 9/25/01 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 5/23/0 10/24/04 10/24/07 Interior Trim/Built Ins Kitchen Appliance Mart and 8/12/04 8/12/08 111105 1/1/08 Appliances Kitchen Creations 3/30/04 3/30/0 1/22/04 3/8/07 Cabinets L&M Glass Co,Inc 5/1/04 5/l/08 5/l/04 5/1/08 Mirrors, shower doors Lauder,Jeffrey R. 12/9/04 12/9/07 Bobcat James W.LaVallee 6/1/06 6/1/08 6/13/06 6/13/07 Flooring Lawrence Ready Mix 12/31/04 1/1/07 7/1/05 7/1/07 Concrete Suppliers MacDonald Concrete Finishing 1/9/04 1/9/08 4/7/04 4/7/07 Cellar/ ara e oors MAP Insulation Co,Inc 3/l/04 10/1/08 8/1/04 10/1/08 American Building Systems Umbrella Insulation 3/l/04 10/1/07 Masuire.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 5/7/0 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 10/11/07 Cellar/Gara e oors Northern Sealcoating Inc 7/1/04 10/1/08 4/1/04 4/1/08 Driveways(paving) Northside Design/Gordon Clark 1/15/07 1/15/08 11/30/06 11/30/07 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 f Bayside Building Inc. Certificates of Insurance 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 12/21/0 12/21/04 12/21/07 Excavation Race Framing 11/1/04 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 7/11/08 11/13/06 11/13/07 Ryder&Wilcox Inc 11/22/04 11/22/08 11/22/04 11/22/08 Engineering Scannell,D.A.Well Drilling 9/12/04 9/12/0 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 12/1/07 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 11/11/06 11/11/08 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 Construc 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 Jun 2e 2008 10 45AM i1c Parcc-lLdit Page l of 1 . . �... 5 > eLzr: •:ce::a::.::x:r_.5!:i?:iPdr_:C}i2:.:i..".�.:: �� • ,.� '. ............... ...... ......_..,.;'''i' H ii:.:.•y�' ry A Wy G.� *�".-,.,..,*�'.,.�*,,-.*""Iill-f.{1''/.1:..,..... vYuti\,••GW 11�i.�.,L,��.,,!',.\ .':...' .. � � /'.�'�� ♦ .'.:1 I��:.. 1-oggcd In As: Parcel ' Thursday;June 26 2008 Frank Schlegel Application Center Road System Reports Road System j \ The 'record has been updated,. Parcel Detail Parcel ID: 1002002067.... 7................._ Sewer Acct• .. Devel Lot: 1.01-67 Owner: JCOTUiT EQUITABLE HOUSING' LLC Co Owner: Street: 1550 FALt�10UTH ROP.D - SUITE '12 { ENTEF2VILLE MP. ' 0 632 �� I State Zip: ..�............... City, C........................................... ...... r.:............:............'............._ti.1III 9 It --------------- i Location: 68......., OSPREY DRIVE Village: C�otu.................................................. Road index- 2338 Pri Frontage: 0120 Secondary Road: DOVETAIL LANE , Sec Index: 2337 Sec Fronta e: 0112 g Visions location. 0 OSPREY DRIVE.' Last Updated: o!2612008 10:43:55 A............ . ............... _.._ : --------------- No. Bldgs: Iv Account No: 1?3 Lot Size(acres): 02800045a State Class: 1300 Year Added: Fire Dist: 2 ...'...........007- 80._'._t 1 Deed Date: 2,26/2t�C, Deed Ref: z13uf Land Value: 14550U Bldgs value: i Extra Features: 0 --------------- z 1 'PA Condo Complex: Building: Unit:~ . 1 . g { REScheck Software Version 4.1.4 Compliance Certificate Project Title: NEW CONSTRUCTION Report Date:07/02/08 Data filename:Untitled.rck Energy Code: 2000 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: LOT 67 BAYSIDE BUILDING,INC. COTUIT MEADOWS Compliance: Compliance:10.0%Better Than Code Maximum UA:311 Your UA:280 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 0.0 50 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.340 5 Low-E TOTAL WALL:Wood Frame,24"o.c. 1620 19.0 0.0 ' 83 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 130 0.340 44 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.380 16 Floor 1:All-Wood Joist/Tru ss:Over Unconditioned Space 1482 19.0 0.0 70 Furnace 1:Forced Hot Air 78 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 2000 IECC requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title` NEW CONSTRUCTION Report date: 07/02/08 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.1.4 Ins pection Checklist Date:07/02/08 Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows:. ❑ TOTAL 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: Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.340 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.380 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 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 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ 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. Project Title: NEW CONSTRUCTION Report date: 07/02/08 Data filename: Untitled.rck Page 2 of 4 Ll Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.Ll ' I Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the,rateFd R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces are insulated tout least R-5.Ducts outside the building are insulated to at least R-6.5. Duct Construction: Ll All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj 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. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1.. Circulating Hot Water Systems: Lj 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 clock. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: NEW CONSTRUCTION Report date: 07/02/08 Data filename: Untitled.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 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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 ff) 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: 07/02/08 Data filename: Untitled.rck Page 4 of 4 Roof Beam(2000 International Buildinq Code(97 NDS)]Ver:6.00.5 , Bv: , on:07-03-2008 :08:22:43 AM Project:COUGHLIN LOT 67 COTUIT MEADOWS-Location:STRUCTURAL RIDGE This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (2) 1.75 IN x 18.0 IN x 15.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By: 165.2% Controlling Factor:Section Modulus/Depth Required 11.2 In *Section may not be readilv available. ' Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.16 IN=U1097 Total Load: TLD= 0.24 IN=U747 Reactions(Each End): Live Load: LL-Rxn= 3675 LB Dead Load: DL-Rxn= 1723 LB Total Load: TL-Rxn= 5398 LB Bearing Length Required (Beam only,support capacity not checked): BL= 1.81 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: L/ 180 Roof Loadinq: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Roof Live Load-Side Two: LL2= 35.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weiqht: BSW= 20 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 15.0 FT Beam Uniform Live Load: wL= 490 PLF Beam Uniform Dead Load: wD_adi= 230 PLF Total Uniform Load: wT= 720 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3408 PSI Adjustment Factors:Cd=1.15 Cf=0.96 Fv': Fv'= 334 PSI Adjustment Factors:Cd=1.15 Design.Requirements: Controllinq Moment: M= 20241 FT-LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 4318 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 71.27 IN3 S= 189.00 IN3 Area(Shear): Areq= 19.42 IN2 A= 63.00 IN2 Moment of Inertia(Deflection): Ireq= 409.82 IN4 1= 1701.00 IN4 Uniformly Loaded Floor Beami AISC 9th Ed ASD]Ver:6.00.5 By: , on:07-03-2008 :08:27:48 AM Project:COUGHLIN LOT 67 COTUIT MEADOWS-Location:GARAGE BEAM This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W 12x22 x 19.0 FT Section Adequate By:34.8% Controlling Factor:Moment Deflections: Dead Load: DLD= 0.15 IN Live Load: LLD= 0.38 IN=U596 Total Load: TLD= 0.54 IN=U425 Reactions(Each End): Live Load: LL-Rxn= 5605 LB Dead Load: DI -Rxn= 2252 LB Total Load: TL-Rxn= 7857 LB Bearing Length Required (Beam only,support capacity not checked): BL= 0.73 IN Beam Data: Span: L= 19.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: L/ 360 Total Load Deflect.Criteria: L/ 240 Floor Loading: Floor Live Load-Side One: LL1= 20.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW 1= 5.0 FT Floor Live Load-Side Two: LL2= 35.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: 'TW2= 14.0 FT Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 590 PLF Beam Self Weiqht: BSW= 22 PLF Beam Total Dead Load: wD= 237 PLF Total Maximum Load: wT= 827 PLF Properties for:W12x22/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.31 IN Web Thickness: tw= 0.26 IN Flanqe Width: bf= 4.03 IN Flanqe Thickness: tf= 0.43 IN Distance to Web Toe of Fillet: k= 0.73 IN Moment of Inertia About X-X Axis: Ix= 156.00 IN4 Section Modulus About X-X Axis: Sx= 25.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.02 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 4.74 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 47.35 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66'Fy: Lc= 4.25 FT Allowable Bendinq Stress: Fb= 23.16 KSI Web Heiqht to Thickness Ratio: h/tw= 44.08 Limiting Web Height to Thickness Ratio for Fv=.4"Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 37318 FT-LB Nominal Moment Strength: Mr= 50292 FT-LB Controllinq Shear: V= 7857 LB Nominal Shear Strenqth: Vr= 46089 LB Moment of Inertia(Deflection): Ireq= 94.18 IN4 1= 156.00 IN4 I Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' LOT&I • ® Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)......................................................:........:. ..................................................110 mph ✓. WindExposure Category...........................................................................................................................:....B -7- 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories ✓ RoofPitch ..........................................................................(Fig 2)...............................:...........jj!ji� 5 12:12 MeanRoof Height ..............................................................(Fig 2).................................................jL ft 5 33' ✓ BuildingWidth,W...............................................................(Fig.3)................................................ +0 ft 5 80, ✓ Building Length, L .......................: It s 80' ......................................(Fig 3)..............:.................................. Building Aspect Ratio(LNV) ...(Fig 4)....:.................. ... 5 3:1 ............................................ .... ................. Nominal Height of Tallest Opening ...................................(Fig 4).................:.:...........................: 6-Q_.5 68" i 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................' 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............. .................................................................................................... _ Concrete Masonry.............................................................. ................ A.......... 2.2 ANCHORAGE TO FOUNDATIONr,3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ................................. ........(Table 4)....... ,....................................... 5q in. Bolt Spacing from endfjoint of plate .....(Fig 5)..................................... 12 in.5 6"=12" Bolt Embedment-concrete..:.................:...................(Fig 5).................................................10 in.?7" Bolt Embedment-masonr y.........................................(Fig 5)..........:................................... in.2:15" Plate Washer...............................................................(Fig 5)..............................................:a 3"x 3"x%. " 3.1 FLOORS Floor framing member spans checked .....................:.........(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................-I-ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... �G Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).............................................1qlk.. ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8). j _ft s d FloorBracing at Endwalls...................................................(Fig 9)......................................................:.....I....... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).............................. Floor Sheathing Thickness .................:......:.......................(per 780 CMR Chapter 55)................�/Q1 rn. Floor Sheathing Fastening.......................................:..........(Table 2)... d nails at in edge/�2rn field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................64 ft 510' Non-Loadbeadng walls................................................(Fig 10 and Table 5).. +4 ft s 20'........................ Wall Stud Spacing .......................................................(Fig 10 and Table 5)................... in.5 24 O.C. Wall Story Offsets ........................................................(Figs 7&8) .......................WON........ —ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table.5)..............................2x ft 4 in. Non-Loadbearing walls...:............................................(fable 5)..............................2x�-�ft' in. Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length......:........................................(Fig 11)..........................................:... ft aW/3 .Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................ ft a 0.9W and 2 x.4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............ ............... 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 Q Splice Length ( .. ......................................).............(T 13 and Table 6 .....................................& ft Splice Connection no.of 16d common nails (Fig (Table 6 )....................I....................Ln I AWC Cuide to Wood Construction in High Wind Aj•eus: 110 mph Wind Zone Massachusetts Checklist for Compliance(780cMR53ot.2.1.t)' Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Tables 7)...................................................... ✓ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)..............:................(Table 8).........,.............................................. v Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................&ft Q in.:511' .V Sill Plate Spans ................ able 9 ft in.5 11' Full Height Studs (no.of studs)...................................(Table 9)....... ................................ .... .....:........... Non-Load Bearing Wall Openings(record.largest opening but check all openings for compliance to'Table 9) Header Spans.............................................................(Table 9).................................. 2� ft f�in.5 12' SillPlate Spans...............................4...........................(Table 9)..................................-ft C-in.512" Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .............................. ...... .....:..................................... <6'8" SheathingType.............................................(note 4)...................................................... 1 Edge Nail Spacing ....... able 10 or note 4 if less)....................... iri. Field Nail Spacing.........................................(Table 10)................................................. in. ✓- Shear Connection no.of 16d common nails able 10 Percent Full-Height Sheathing...............:......(Table 10)...............:........:............................ % 5%Additional Sheathing for Wall with Opening>6'8 (Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2........................ 5 6'8" ................................................. tf SheathingType.............................................(note 4)............................................... {1 L f L-+ . Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 11)................................................._7, in, Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11)..................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............ ...... Wall Cladding Ratedfor Wind Speed?............................................................. .......................................7......................... 5.1 ROOFS / Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..........(Figure 19).............L ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.. ...................(Table 12)............................................U=_L0'79If .� Lateral.............................................(Table.12)......................................:......L= If Shear........................ ........(Table 12)....................... S= pif Ridge Strap Connections,if collar ties not used per page 21... (fable 13)...C.OW 1IIF-(fJ:4....T= plf Gable Rake Outlooker.........................................(Figure 20).....Wj.Qr._ft 5'smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. . V Lateral no. of 16d common nails able 14 - Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).........17l,Y Roof Sheathing Thickness........................................... .................... in.z 7/16"-WSP Roof Sheathing Fastening...........................................(Table 2)..........................................................64 0/(o Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 - , b. 20 Gage Straps per Figure 11 c. . Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. l x9 �Q o '�`0 9 ui ingl e��oif gig n anda"rds r cam(' Constrcuction Supkja etF rvisor License t , Lic nse "CAS 5645 w 19/20�1f0 Tr#, 2�2048 j �� BSt 4T1� i w ? ` i ,✓f 4 4 : S�� Bf�IP N T®ACEY ON h� COST.ARM � Adr t r y} c rF 3 •r =a �} '.,mac �, F ""Qx ie�f.�h�.-4 r ` Epp 3 4000 of��II �ed�pac '" 1G 12'- 34 HT.H�o►nes * 3 F 1-0 FaIlUT80[10 SOSSGUTCllta € n Ofpse Y k s T + �' h su ett assacskState�Bg i'. ✓ d !1 q 1 Y pis ca,s rye °cah°p°f plc eSea y . 6 �,t a � •k 1 f rf '� � 7 4rr n ��---^.-y'.�"'G'��,gas..✓J�3-�G�3,�°M"`9 y3r'�'�'.jfef N1' T �..{L•..'��.5.': .iC�+1 . G t. • I • Affidavit of Substantial Financial Interest 1, ?2l19AI T. ]MC of C9 P- 'J1LL1E on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map �0� , Parcel OQ• 0 (a 9 . The address of the property is 65Pa2E'l �P/2, CD7d l 7- 2. 1 have -73 % 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 JOLN/ /=`204F,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 legal or equitable interest in the following properties which have been the subject of a building permit application: ,Map/Parcel 00 Address ALL C/�C CQTv Y �Pp CUT 0 CT W2 l ()047• 0 I 002 l oo-z•0 7.3 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 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 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, thisf�day of , 200F 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT �Of1HE Tp�y Town of Barnstable Regulatory Services . 33MM ABLE, Mph, Thomas F.Geller,Director �AJFD �"1 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ",w-town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder C6Tv1T "01V4154emb�� LC T, TJK 1 AV'. T• l Y as Owner of the subject property hereby authorize tg1:5 8)(JIL DD A /,�/C to act on my behalf, in all matters relative to.work authorized by this Molding permit application for: C67VIT (Address of Job) -7, 1 `Q Signature of Owner Date l ?>A21&.1 i.. 7�) y Print Name Q TORM S:OWNERPERMISSION R �tit �{�,�•i,�„h�7 '!",r�'"". �o�y.�.i*IYiS'4 �YS'�,a'i"�il'Pr 4>^. � +r'"S.r''�el'''�rf"' .v`T*' "��^'yw'y4`?"r{a�n'gsr\�'Y`7} W'-Y*'i''7�'��+�'~+ �J!' S Town, of B arnstable -- -� i.BARNSfABLE _ Regulatory Services ices_ - V MASS. ,. _ ,• ^-_ t°31 Building Division 200 Main Street, Hyannis, MA 02601 Office: 508-862-403$ ' Fax: F 508-790-6230 Inspection Correction Notice - e Type of Inspection �5t YA4r 1V cr <Ai'.`',r owl Location (o$ 05- r i �✓� J Permit Number =. 61 ' Owner Builder 116E One noticeto remain on job site;.one;notice on file in Building Department.. The following items need correcting: aus CC '��i)L G e-C.S o O 6 � + , 3 Please call: 508-862=4 ,for re-inspection. Inspected by ,`1 Date f: I K j ♦yyi „ ,. 404 HE tti Town of Barnstable Building Department - 200 Main Street SARNSTABLE, * Hyannis, MA 02601 MAC (508) 862-4038 ArFO MA't A Certificate of Occupancy Application Number: 200803574 CO Number: 20080201 Parcel ID: 002002067 - CO Issue Date: 10/30/08 Location: 68 OSPREY DRIVE Zoning Classification: Proposed Use: DEVELOPABLE LAND Villager COTUIT Gen Contractor: BAYSIDE BUILDING, INC w Permit Type: - RC00 CERTIFICATE OF OCCUPANCY RES Comments: 0/,:?.o 0 A�"' Building Department Signature Date Signed �4 VE�a OMN OF BARNSTABLE 1 GAS ...P .a(....... 4 :'.ry' THE , VO'L' LOWING IS/ARE THE BEST , IMAGES FROM POOR , , . . QUALITY ORIGINALS) DATA J Z ] Mi '�P zn'1�3F•L''3:.YY.�,"'"V+e' `F r'C `'. i t. s 9 9� R� _:.'*: s :.' F fir,. S d. 4`ef -'.1,� 'x'` i�-.4'oS Y�'� r• p';' ....:+•''� :s.yyy f:4". •;!,~c�`aYy, N. .tta_,G�, y-FC: it yT4 .._ti> `+Y�"";..•s. a+- Gtr:� x .� �`s-!m - ^� r r .r t l�r�`�� t��`":e 7rt` ,•..,. � C' �^*-��.. 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"k DATE T.H 1;'I+:;I_a.�'rz 9. !,_;ISSUED AS.NOTED ABOVE PEEPS,' .:3 t l .3:HF,?! �;f( '4�r13�{�UNREGISTERED CONTRACTORS DO NOT,HAVE ACCESS TO GUARANTY—FUlNjD(as set tG? i ii, F`'Y''•_; s iC3 TNSP a., C>>�:Aa�I'x� tVAi.S PLUMBING INSPECTION APPROVALS ELECTRICAL iNjP-1 _ r L.•�a�CI}'d,/Si �''(.r' S iL V' I I-le Iatag lr.isp€cti(in.'p pi-f�vals Eng:uraer,ng Dept �vF19"ff`Vept ....._Boaad of 64S�p_.._"�__,_.._,._ ----�� rft/ f ; S .� ion , in B arns t a b l e MA Foundation Certif icd-'t o Prepared For Lot 67 Osprey Drive Assessor's Map: 002 Lot: 02 Baxter Nye ' Engineering &. Surveying Community Panel Number. 025551 0021 D J Registered Professional F.I.R.M. Map Zone: c Engineers and. Land Surveyors 78 North Street, .3rd Floor Hyannis, MA 02601: . d Phone - '(508) 771-7502 Fax = (508)-771-7622 - Owner: Cotu t Equitable Housing, LLC Job Number 2005=214 Scale.: y 1" = 20' 07' 29-200$ CA OQ cL cc> c.n rCL - LOT 66 87 48'250 E J. { N, 118.15 ` LOT 67 �oN 129344f S.F. 34.2 G g3v it 0D 0.28f ACRES+ • � ,ocP°51°� `a 24.1 91,g4. �} :N 77`43#10� IN -Doy n I CERTIFY THAT TO THE BEST Or MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH -THE APPLICABLE BARNSTABLE ;ZONING DISTRICT SIDELINE AND SETBACK OF z REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO THEW MONUMENTS SHOWN' - AND.IS 'NOT LOCATED WITHIN-A SPECIAL FLOOD HAZARD AREA. ' JON THIS PLAN IS NOT,TO BE RECORDED NOR IS IT TO BE USED 'TO'ESTABLISH `PROPERTY LINES. MA `. sit �. REGISTERED "FESSIAL LAND SURVEYOR N BAXTER NYE ENGINEERING &.SURVEYING DATE///0000 c ' � L , LO Lf) 12 ui 9 J Ln rs OD W 0 Ld o 0 El w (J) J a >- MEMO 00 0 w Z RIGHT ELEVATION 0 SCALE: 114" -V-011 - - --- ==-- -=- ----= Qtu LU Z > A 12 LU Lu Lu LU :3 z o- O > I (j) k) LU LU 13 cc) %9 F=M %o i # H All ILI L j SWEET LIEFT ELEVATION 2— SCALE: 114" = V-Oil J05: 0'122� 0 DRAWN BY=: K=W Solo, DATE: 6/30/05 n _ n : n 62—�_ n _ n n NOTE: 13-2 4 4 S-4 12 O 13 a 10_6 CTOR TO REFER �] M 110X5AND �} --- -- C44ECIc LIST FOR ADDITIONAL o WIGI1 INO TECWNIQUES N --- -- RELA ED TO THIS PLAN u O --- ib'-o"--- SWEAR WALL COMP IANCE: Z < L --- ------- �I Lf) W- 30% OF EACW I qALL RUN ^ r VERTICAL SW&kTHINCx WITH -- J 8d NAILS 3" E E/12" FIELD [Ln DECK (4)1(od NAILS FER FT BOTTOM PLATE .Jps a L- 15% OF F-AGW 11,ALL RUN Z m -v VERTICAL SWEATHING WITW O o x x x —a x 8 x 8d NAILS 3" E E/12" FIELD � (4)1&d NAILS ER FT BOTTOM PLATE W 0 W O ca ix O 2'k J L PHONE C=4 ■ PwomE 12'-0' CATHEDRAL PKT V 606 I I VS 606 11'-O' CATHEDRAL r MASTER BEDROOM �KY IGHE 3 I o SKYLIGHE j P BEDROOM #2, 9 OAK -----=--- I` � � y' �—— — � � � CARPET 15:_a" 7V 5'— 22'-4" — 5'-6'� 13'—o" N TILE I FLAT 14'—O" CATHEDRAL BATH O o KITCHEN DINING TI IX Lo - - (2) 18 LVL - - .� K � G ® u " W _ � � 30 1/8 x 60 7 m CONTINUOUS p : OAK 1 OAK 2k 2¢ TW 10 STRUCTURAL RIDGE Vc 7 8n ✓ i. o / 1 Q 30 1/8 x /0 7/8 r,., Y �' 11" s 3'=9" Y 3'-6' 3'-8" 13'-8n 3'_O° 2= ' 3- BI FLD V Y.1 TW 24410 �e Q Rt — OAK' PU 2� 4 0 (2) IW LVL m 1 j� N——— h Q Q BI—FLD STRUGTUIRARIDYiE 4x4 ¢ �— 3F BI—FLD aD r 5 5 DN PARALAM E — A} BI—FLD BI—FLD D W 2$ PANTRY PU TO I P pi RIDGE 4'-7" 30 1/8" x 60 " n> FIRE TW 2441 RATED i 14'-0' CATHEDRAL ��( o 2A LIVING _ 11'—O' CATHEDRALpi 0 v W) 34 1/2' x 82 1/2' 2$ � OAK o q BEDROOM #al-q v �r 9 LITE 28 UP ' CARPET 68 PHONE ----- --n TRANSOM ABOVE i i TV ABOVE SASE GA a TV of p� U LLI On } dD R AN 451 S W W fi ' 53 3/8' x 21" cp f 32 Q 3i_Oi 0 Q Q y y, k2 i^ w _cc1lY TW 24310 o 4:_2n Lu D Q } : m 30 I/8' x 48 7/8■ CIL GARAGE a Z i CONCRETE SLAB x x x J Q V f PITGN TOWARD DOOR t3 g W ® i i rtl o f i 7'xt6' O.H. DOOR 1 CONCRETE APRON SHEET SEE SHEET A/6 FOR FRAMING DETAILS FOR NARROW WALL BRACING 16'-0" 2'-0" 21-7" 121-7" q'-o" 41-3" 6'-(0" 4'-3° A3 f 21-10" 20'-0" 24'-211 151_0" JOB: 0522 62'-011 DRAWN BY: KW DATE: 6/30/OB 41-0" 51-411 52:-811 n 41 " 8'-211 341-0" 101-6" s� f———————————— — —— —————-- • -f , --- - N �-2-2x10 GIRDER 4x4 P.T. POST [n GALV. METAL POST ANCHOR LID 'SONO TUBE' PIER TYP. MEMO I � O I o DECK L/ 14'xi8' v I 16' BILCO I '.: I I `� 00 o I i 1BULKHEAD 1DOOR W O 1 I Ib OCT./l I LJ.I ~ G. ————————— ———————————— ————————————— ———————————— —————— O I h � w z I ... .. ._.. ..,. ..,:.. .... Yam• ..T -, I ` IT 1 n I O 10"x7-9 CONCRETE WALL I _ REAR WALL ONLY 20"x10" CONT. FOOTING m I 6 ^" (J00 h o I ,-. I j n I I O 6'-2" Ll 9'-8" 7'-2" 6'-9° 6'-111, 5'_5" 5'_5" 71-0" I 1 Z I � I N% j / 77 //i BEAM ETocam 77 \p 6&1 =l. s5 T IAD�— 30 x302 T - 3-2x12 GIRDER 3 1/2 a T EEL EIAS HEATER 6 — , ------------ ------� I ( - FLUE _ r_ All DOOR C+ FULL BASEMENT o N 1 I v ' I DROP 10" lay 1 J v n I in 3 1/2 CONCRETE SLAB VAPOR BARRIER I ` 8"x7-9" CONCRETE WALL I I 16"xI0" CONT. FOOTING I 1 2' OFFSET TO I 1 UP 18'_lOn I iIL (1ALIGN WALLS 24_0n LU J On zLU W LU Z 0 0 I ------ -- -- Q i — GARAGE 4' CONCRETE SLAE N N LU >- }- w W n Z ; I Z a- NOTE ~ J STEP WALL Q V Q- I = 1 co I I 5'-2" CONCRETE 5/5" ANCHOR BOLTS o n 1 DROP 12' FROM EMBEDDED 7" ' 1 1 TOP OF FOUNDATION SPACED 51 O.G. CID %9 1 € 1 8"x3'-W CONCRETE WALL I I 12" FROM CORNERS �p 1 16"x10" CONT. FOOTING I 1 WASHERS 3"x3"xi/4" # DROP 10" ® DOOR I V 1 FOUNDATION PLAN I L e J r —————— — —— — , . I SCALE: 1/4" — ——————————=------ y --- - SHEET ,r 2 1-10" 20'-0" 24'-2" — A4 62'-0" 111 0822 DRAWN BY: KW PATE: 6/50/05 1I N d Ln Ln r LEI Q v J h } r' ~ 00 O Z � U LL RIDGE VENT Lj (2) 184 LVL STRUCTURAL RIDGE BOARD m 5/8' GDX PLY. SHEATHING 0('. ?�� O ASPHALT SHINGLES `b$ Oe v 12 �peQ s ii p/6.0 12 c " /fit r C 8 2x8 DORMER RAFTERS 4l� 2x8'e i 16'O.C. BLACKING W-O'O.G. 'FOATIN4 DORMER' IN FIRST TWO RAFTER BAYS FROM GABLE WALL i�l M AN451S ii LML O 00 53 3/81 z 21' 3'-O" 1G4''--O" LIVING /AL E1DINING i ce_ MAINTAIN AIR SPACE Y. 12'-O' MASTER SUITE i i 4x4 CONT. VENTING DRIP EDGE II'-0' BEDROOMS PARAL AM STORAGE RIGID WIND WASH BARRIER REQUIRED W Ix8 FASCIA PU TO AT EXTERIOR EDGE OF EXTERIOR WAL RIDGE OVER KITCHEN 1x4 SECOND MEMBER Tlep TOP PLATE ALUMINUM GUTTERS AND DOWN SPOUTS 2x8 e • 16 O.G. 'HURRICANE CLIP' ' FRIEZE BOARD AND MOULDINGS FASTENERS AT ALL M O r 1x3 STRAPPING RAFTER / TOP PLATE 661 13R STAIRS rr_j 1/2' GYP. BOARD JUNCTIONS TYP. a I 3+12x12 STRING J O I r ci 2x6 EXT. STUDS O 24' O.C. I r� KITCHEN RIq F.G. INSULATION 1/2' PLYWOOD SHEATHING I r_ J TYVEK WRAP (OR EQUAL) I 1-_j co CEDAR CLAPBOARDS IN FRONT I ii r_j W.G. SHINGLES SIDE t REAR _ 3/4' OSH SUBFLOOR I i i � 6' FIBERGLASS INSUL. P.T. 2X6 SILL + SILL SEAL ANCHOR AT FA' O.G. 2x10'e O 16"O.C. 3-2x12 GIRT 3 1/2' IJ�II _ 3- 2x12 STRINGERS i�13R STAIRS STEEL COLUMNS d '' L . t N III I — n i 3 BASEMENT �1F W O _ W it 13'-4" 13'-2" O' Z , Q 8"x 7'-q" CONC. WALLS " DAMP PROOF BELOW GRADE I 1/2 CONCRETE SLAB Q QLu I Z r =c" (Lu }- � O 30" a u CROSS SECTION O r SCALE: 1/4' - 1'-0" I i SHEET JOB: 0822 DRAWN BY: KW DATE: (0/30/08 i MIN. 3" X 11 1/4" NET HEADER ",M,w."a^�°^•°��°+.,,.,-moo ,Y FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN .•.,.' r:.:. .:::. .:.�:;!;.:;.:; ;:' SHEATHING FILLER IF NEEDED ALL FRAMING (STUDS AND SILLS) **AA ..:iZ6:i{':.7'iS::::ki::. Y! ..................... (TYP.) :iEs?...::::: ....................... 'n OWN 1000 LB. HEADER-TO-JACK-STUD 0 1�1 0 TOP P S 0 LATE 1 SINKER N *A 6d SI AILS IN ROWS TRAP 2 0 S @ 3"S ON BOTH SIDES OF OPENING 0 E ING � ii CONTINUITY IS .v1 Fi! TYP TALL BACKSIDE S IN N K S 0 C DE AS Q RE UIR D P H E PER O.C. J SHOWN N ON ELEVATION,SIDE -S 0 REF. R602.3.2 1 LB. HEAD - - 000 ER TO A K- T D N . J C S U 0 LSTA24 y P T SIDES STRAP ON BO H F P S S 0 OPENING ■ REF. N O. L TA24 O MIN. - 2 2" X 4" TYP. W C ) C ) BRACED WALL M! SEGMENT PER •• R602.1 0.5 - U tL u O 'd' 'Q O IF PANE L SPLICE IS NEEDED IT SHALL OCCUR IN U WITHIN a I 24" OF MID-HEIGHT. BLOCKING IS NOT 0 N REQUIRED. i Yr NO. STUDS OF JACK S U S PER TABLE MM O W R502.5( ) 1&2 - W �/� Yl It - 3 8" MIN. THICKNESS WOOD W PANEL SHEATHING Z STRUCTURAL MIN. W WIDTH I BASED ON 6:1 R HEIGHT-TO-WIDTH 0 RATIO: FOR O EXAMPLE: 16" MIN. FOR 0 8'HEIGHT m i � MM E a MIN. 2"X2"X3/16" PLATE - WASHER ANCHOR BOLT PER OUTSIDE ELEVATION Rao3.1.6 (TYP.> SIDE ELEVATION CTYP >DATION PER CODE IMPORTANT CODE REQUIREMENT: ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD OR OSB EXTERIOR WALLS, PER IRC R602.10.5. V/ APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS 3 (DETAIL 1 OF 3) Lu Z � Q < H cl to J NAIL SOLE PLATE lU Q TO JOIST PER -- - N TABLE R602.3(1) _ •Bd COMMON NAILS NAIL SOLE PLATE TO JOIST PER Z _ .Oa f 3" C. TOP -- TABLE R602.3(1) AND 4 _ APPROVED BAND JOIST co /V + wOOD STRUCTURAL U O PANEL SHEATHING OUTSIDE ELEVATION OVER APPROVED SIDE ELEVATIO —� - IMPORTANT CODE REQUIREMENT: BAND JOIST ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD OR OSB EXTERIOR WALLS, PER IRC R602.10.5. ^ ZAPA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS (STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 2 OF 3) USE ENGINEERED WOOD RIM BOARD, j I-JOIST, OR DRY LUMBER RIM JOIST TO MINIMIZE POTENTIAL SWEET FOR BUCKLING OVER BAND JOIST • JOB: 0822 e DRAWN BY: KW DATE: 6,130/08 Fkk f 1. LOCUS PROPERTY IS SHOWN AS: ASSESSORIS MAP 002 - PARCEL 02 j 2. SETBACKS: FRONT = 20' SEAR = 10' � 3. UTILITY INFVWTION AS SHOWN ON PROPOSED SUBDNISION PLANS 4. COIIIMUM Y PANEL NMM 025551 0021 D t. THE FLOOD INSURANCE RATE MAP DEEM M AREA AS ZONE C, AREA OF MINIMA. FLOODMG. 1 LOT 68 ENVIRONMENTAL NOTE 1 SITE IS NOT WITHIN AN A.C.E;C. (AREA OF CRITICAI. ENVIRONMENTAL ;1 OPEN SPACE CpNCM) ` . } SITE IS NET WOW AN AREA OF MUTED H49ITAT OF RARE r 00 `at8.15' WEDW PER M4E5P MAP OCIOBER 1, 2006 'ESTIMATED a N am• E �, g; HABITATS OF RARE WILDLFr FOR USE MAIN THE AN WETLANDS Z Cl>RB STOP '' PROTECTION ACT REGUI 706 (310 CMR 10).' 3 �� W �-� `� - 8'• SITE DOES NOT CONTAIN A COMA VERNAL. POOL PER NM SP MAP OC'R>BER 1, 2006 'CERTIFIED VERNAL POOLS.' SITE IS NOT WITHIN A PRIORITY KWAT PER MHE,'SP MAP OCTOBER x6Z5 LOT 67 ` 11 2006 'PRIORITY HABITATS OF RARE SPECS FOR SPECIES W 6��,► 12.344� S.F. ; UNDER THE MASSNCHUSEFTS DVANGERED SPECIES ACT, 0.28E ACRES �\ GUIAMSSITE 6 WITHIN AA STATE APP 1ROVED ZONE n GROUND MUTTER 31V ` RECIIA M PROTECTION AREA • RV10E - /►Y S 1NV.sol INV. IN 52i7 S a '�. �RO�P 2'JG � 16% CONSTRUCTION Holm, � N \�\ 1. ALL GENERAL CWTRUC ION NOTES ON SHEET C-2 FROME'TE S - •� �► \ t SUBDIVISION CONSTRUCTION PLANS FOR COW MEADOWS. DATED 6/25/07, SHALT. HEREBY APPLY TO THIS SITE PLAN. ! I '— \S 44' SCH 40 S CLEAN +� '\ w 2. ALL (Zti4DMG, D . AND UTILITY NOTES ON SHEET C-5 FROM . O� `�' `� ` 3 THE SUBDIVISION CONSTRUCTION RUCTION PLM1S FOR COTUR MEADOW% 3 e? 21• DATED 6/25/07, SHALT. HEREBY APPLY TO TEAS SIZE PUN. p Qt�, g,, 0 3. SEINER BU11= CONNECTIONS: f„Ica - MM. COVER SIIALL BE 3 FT. 62 \ N - SET CLEMIOUTS AND MAINTAIN CLEARANCE FROM OTHER URITIES = t� ; AS REQUIRED BY BARNSTABLE DPW. + ? x59.5 + 3 �. 1 CIA. x 6 DEEP LEACHM0 3 &S c) i BASIN w/ f STONE`\ \ SIAMOUNDMG (OR a; 0. .' EQUNAL ENT VOLUME COEs161NA1i0N) �•� _. C DO�T�S TO LEACHING M M S _` N y7• \` 4 3 _ o s s -�_ ► w , -.. .� ��. Cotuit Meadows Subdivision o s -.� Cotuit•Barnstable, Ma usetts Fli FOR \ 4 op ' L 4,0414 s COTUIT EQUITABLE HOUSING LLC P. O. Box 9S Ile, MA Oftn i c Site Plan X. Let 67 Osprey Drive i Q BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Smveyors { 00 78 North Street,3rd Floor,Hyannis,MA 02601 N Phone-(508)771-7502 Fax-(508)771-7622 O M V CIVIL p 1FD D N 3 20 0 20 60 is o SCALE IN FEET � SRO m N Of SCALE: 1' = 20' DATE- 06-27-08 a G� REV REMARKS LLJ mom mmm / N 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214 O CV N O O , N O