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0030 OSPREY DRIVE
j"E�``ti Town of Barnstable Building Department - 200 Main Street - BARNSTABLE. * Hyannis, MA 02601 9 MASS. i63� , (508) 862-4038 Arlo��A Certificate of Occupancy Application Number: 200802512 CO Number: 20080177 p Parcel 10: 002002071 CO Issue Date:. 09J1R Location: 30 OSPREY DRIVE Zoning Classification: - Village: T Gen Contractor BAYSIDE BUILDING, INCr ' Permit Type: . RC004 CERTIFICATE OF OCCUPANCY RES Comments: w �� Building Department Signature Date Signed �4.-7� . TOWN OF BARNSTABLEBuildint,�ET g �► Application Ref: 200802512 i BARNSTABLE, Issue Date: 05/23/08 Permt MASS. i639• ���� Applicant: BAYSIDE BUILDING INC prF17 MAC a pp � Permit Number: B 20081070 Proposed Use: DEVELOPABLE LAND Expiration Date: 11/20/08 Location 30 OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002071 Permit Fee$ 969.00 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 190,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT�A 3 BEDROOM,2 BATH CAPE WITH ATTACHED GA GE THIS CARD MUST BE KEPT POSTED UNTIL FINAL SINGLE FAMILY HOME-40B INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL .Address: 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 OR PERMANENTLY.. ENCROACHEMENTS ON PUBLIC PROPERTY,:NOT.SPECIFICALLY PERMITTED UNDER THE BUILD INGCODE,MUST BE.APPROVED BY:THE JURISDICTION. STREET ORALLY.GRADES'AS WELL AS DEPTH AND.LOCATION OF PUBLIC SEWERS MAY.BE;OBTAINED FROM THE,DEPARTMENT OF PUBLIC WORKS. , THE ISSUANCE.OF THIS PERMIT DOES 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). fWN,Op D BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS � 6-2 - 5 0 � LA I 110�Lo F R kx* 3 1Heating Inspection Approvals Engineering Dept >Z�B� Fire Dep 4. 2 Board of Healt 1 1 - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . Map Q Parcel OaD .. Application#' Health Division . , Date Issued a;t Conservation Division Application Fee 4 t6o . 00 Tax Collector Permit` _= Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board �- s . rT Historic-OKH Preservation/Hyannis y C 3 2 *I% Project Street A /�S eet Address �" _ Village COTO 1-T Owner CUTdr fad l ft—F HdO.51AM LL-C" ,` Address 8dk 45 C�i✓�iL✓lC.t- �. Telephone 7 7I D 1/0 Permit Request 7 U G(��5�,2�G T 5/�✓� �fJ�Yll(e`f 3 I3 7��lJ,t f Z /+ CA P 14) i T if ftN A- ,1-( ff E b J- 6d9-2 eft 6 Square feet: 1 st floor:existing proposed /�{ ,2nd floor:existing proposed Total new Zoning District le F. Flood Plain Groundwater Overlay Project Valuation-1190,M Construction Type 4VOO-)�, l /✓F— Lot Size �� L Grandfathered: ❑Yes &<o If yes, attach supporting documentation. Dwelling Type: Single Family C9' Two Family ❑ Multi-Family(#units) Age of Existing Structure ��� Historic House: ❑Yes ®No On Old King's Highway: ❑Yes 9"No Basement Type: 3 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new 3 Total Room Count(not including baths):existing new_� First Floor Room Count r Heat Type and Fuel: ®Gas ❑Oil ❑Electric ❑Other Central Air: des ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes M<o Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new. size Attached garage:❑existing Y new size/ )(),7— Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization UY Appeal# Recorded V Commercial ❑Yes 1, o If yes,site plan review# . CIO _ .I _ -- , Current Use VA(CiArt/T LO ( Propo sed Ose I beAYC' -` BUILDER INFORMATION Name )S RV S /ate BUI LI�s /A o /AJC- Telephone Number -77 006 Address X ct S� License# 66, 54 6 V CF11VT&Z l/ IL LF IM- 26.3 Home Improvement Contractor# Worker's Compensation#'G'CF 4473 `halo ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0&/,b f-ILC. SIGNATUR �_ DATE /L�ld FOR OFFICIAL USE ONLY ArsPLICATION# DATE ISSUED Wk MAP PARCEL NO. ADDRESS VILLAGE ; r OWNER I I , DATE OF INSPECTION: FOUNDATION a k �z�r ®� S gK h TO��s FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ti . r _. ASSOCIATION PLAN'NO. •' ATVC Guide to Wood Consti•raction in 11igh Wind Areas: l_I0 inph vWind Zone Massachusetts Checklist for Coanplian.ce (780 e' 12a301.2.1.1)' Q Check 1.1 SCOPE Compliance Wind Speed (3-sec. gust)..... . ..::.... .. ....:: : :.. .......:: .......................110 mph Wind Exposure Category........................................... ........: ....... ......:.. .:......, ..:.::..: :...:..:...:.... B V 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12-slope shall be considered a story) —stories s 2 stories V/ Roof Pitch ............................ (Fig 2) .... CL,1Z<_ 12:12 Mean Roof Height ..........:..... :........ ::(Fig 2):...: ......... ......... .. ...N ft <33' . BuildingWidth,W.............. ........ (Fig 3) .... 24- ft 5 80, ✓ Building Length, L .......................:.... (Fig 3) ... .. ....... .. ::.:...... ft s 80' Building Aspect Ratio (L/W) .. :......... (Fig 4) ...: .. .._�<3:1 Nominal Height of Tallest Openingz .............: (Fig 4) ... :..... _...:.. �.<6'87 ........ ..... . 1.3 FRAMING CONNECTIONS General compliance with framing conYnections ....... .......(Table 2). ........................................... .......... ' 2.1 FOUNDATION ,Foundation Walls meeting requirements of 780 CMR 5404.1 ' Concrete.................... . .:.:.:.. :..... .......................................... ......,:; ...... .. :.... Concrete Masonry......... .. .....:^......:........... .... ...:.:.: ?..::::. . ; :.:...:.:........:... �. 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8 Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........,........ (Table 4).. : .... 0 in. Bolt Spacing from end/joint of plate (Fig 5) ... j2 In s 6".-12" Bolt Embedment—concrete..:................. ...............(Fig 5).: .: ........ ...:..... ............... in. z 7" Bolt Embedment—masonry (Fig 5) ... in.z 15' " Plate Washer...............................................................(Fig 5)...... :.:.;.. ...... 3' x 3"x'/<" 3.1 FLOORS Floor framing member spans checked ....................................(per 780 CMR Chapter.55) .......: ................ Maximum Floor Opening Dimension:.. ...,...: ...(Fig 6).:.... ........ ::. ft:5 12' 1/ 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)...... ....... . ........:: . .;.... ....... a ft s d Maximum Cantilevered Floor Joists ' Supporting Loadbearing Walls or Shearwall (Fig 8) O ft s d Floor Bracing at Endwalls....... (Fig 9)............................. Floor Sheathing Type ..... ..(per 780 CNIR Chapter 55) Floor Sheathing Thickness ... (per 780 CMR.Chapter,55) ...... ....... 3 in: Floor Sheathing Fastening..,.::.. ...:::. .......:. (Table 2)... d nails at in edge/ (o in field ✓ 4.1 WALLS t Wall Height Loadbearing walls ... ................(Fig.10 and Table 5).. ...: .. ............. ft 510' Non-Loadbearing walls (Fig,10 and Table 5).... .............. 10 ft s 20' ......(Fig 10 and Table 5 Z in.s 24"o.c. Wall Stud Spacing ....................:.,. ..::.,... . ........ ( g ) • �. Wall Story Offsets .....:..........:........ .......`i. ........ .....(Figs 7&8) ......... .:::::... :............ 0 .ft s d 4.2 EXTERIOR WALLS' - Wood Studs Loadbearing walls ........ ....:.... ..............(Table 5).................`. .........2x (v -. ft _. in. Non-Loadbearing walls..... ...... ......... ...............(Table 5)... ....... ...........2x v'- ft in:. Gable End Wall Bracing' Full Height Endwall Studs. ........ ........ ....... ......(Fig 10)............... .:.. WSP.Attic Floor Length ..:::....:_..... (Fig 11).. ..:.: ;..:.:. ft>_W/3 .. Gypsum Ceiling Length (if WSP not bsed) ..:...........(Fig 11)..................... ........................_ft z 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 F Splice Length ......... ..... ... ...............(Fig 13 and Table'6) ........ ..;:.... ....: . Splice Connection (no. of 16d common nails)..............(Table 6).:.. ...... :.....: d AWC Guide to Wood Constrtiction in lligh Windfirens: .1.10 inph W nd Zone Massachusetts Cheddist for Compliance (780CMR-301.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails) ..............................(Tables 7)....................................................... Z ✓ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails).................................(Table 8)............. ...................... .............. Z ✓ Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9),................................. C? ft_in. <_ 11' SillPlate Spans ........................................................(Table 9). ..............................._ft_in. 5 11' Full Height Studs (no, of studs)...................................(Table 9)........................................................ p gs for compliance to Table 9) Header Spans.............. ... ... opening but check all openings Non-LoadSill Plate Spans Openings'record largest est Table 9 Bearing ( 9 p ........ ....(Table 9)..................................�ft in._< 12" Full Height Studs (no. of studs)....................................(Table 9)........................................................Z Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 .........................................:....................................(��5 6'8" Sheathing Type....................................:....:...(note 4).......................... .. Edge Nail Spacing............:.............................(Table 10 or note 4 if less) ....... 3 in. f .' Field Nail Spacing ...:...........:..... ......... ....'..(Table 10) I............................. _ Z, in. ✓ Shear Connection (no. of 16d common nails)(Table 10) . ............................... ................ Percent Full-Height Sheathing.......................(Table 10)............:...:......::..................:.:......? /a ✓ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2...........:.............................................................A5 6'8" f Sheathing Type.................:...........................(note 4)........................I. -0 0 ................... Edge Nail Spacing........': ......... .................(Table 11 or-note 4 if less).........................._in. Field Nail Spacing .........................................(Table 11).................................................. I L in. Shear Connection(no. of 16d common nails)(Table 11)...........................:...........................: f/ Percent Full-Height Sheathing.......................(Table 11)..................................................... 11 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 AW C Span Tool,see BBRS Website) V Roof Overhang ...............................:................... (figure 19)............. ft 5 smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................ U=.404 plf Lateral.........:...................................(Table 12).............................................L= 11i plf - Shear..............................................(Table 12).........:.............................:......S= IP plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13) ..........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 Uplift................................................(Table 14).....:...................................... U= �71b. Lateral (no. of 16d common nails)...(Table 14).......................... .............L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness............ .................. .... ...r...4 in. z 7/16"WSP..................... "' Roof Sheathing Fastening............ ................. ..(Table 2)... ..........�/�1...�(P 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 Figur6 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. r AWC Guide to Wood Construction h lf�.h Whid At•ecrs: f 0 In�lt iYind Zone Massachusetts Checklist far Compliance (780CMR5301.2.1.1)' 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 RESTS ON RING USE&!NAILS AT 6b c. • �� _ ....,f-.`__--IT--_-- II II 11 11 11 1 - • Y 1.1 11 II 11 1 - 11 Il 1 11 1 I N 1 I1, 11. 1 II Q ii ii � r It h 11 1 Z Co it II LL1 It II 1 �• I I � 11 11 • ❑ rl 11 � ' - II w 11 ii S I It z Ir 11 I 9 1 - a II Q li 11 W 1 14 1 1 1�J I I II 1 1 DOU6LE NAILSPAON G i PAiiEt_ v See Ustall on Next Page Vertical and Horizontal Nailing for Panel Attachment r rt AWC Guide to Wood Construction Wind Areas: 1.10 inph Wind Zone Massachusetts Cheddist for Compliance (7so Ci R53ot.1.1.1 ui�a , d:3 ;. t� u � m 11 FRAMING MEMBERS I EDGE ITrEFUAEDIATE z f - 3"MIN: r '- STAGGERED 3"MK NAIL PATTERN PANEL PANOL EDGE DOUBLE NAIL EDGE SPAC4NG DETAL" Detail Vertical and Horizontal Nailing for Panel Attachment I i I . ,J Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver: 6.00.81 Bv:Richard Bertrand , RICHARD J. BERTRAND, P.E. on:03-27-2008 :9:14:21 PM Proiect: BUCKMAN RESIDENCE-Location:'Beam 2131 Over Dining&Living Rooms Summary: A992-50\4 18 x 10.8 FT Section Adequate By: 107.6% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.07 IN Live Load: LLD-Center= 0.10 IN=U126, Total Load: TLD-Center= 0.17 IN =U747 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3240 LB Dead Load: DL-Rxn-A= 2252 LB Total Load: TL-Rxn-A= 5492 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A 0.63 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 3240 LB Dead Load: DL-Rxn-6= 2252 LB Total Load: TL-Rxn-B= 5492 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 0.63 IN Beam Data: Center Span Lenqth; L2= 10.8 FT Center Span Unbraced Lenqth-Top of Beam; Lu2-Tob 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.8 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL-2= 600 PLF Dead Load: wD-2= 399 PLF Beam Self Weight: BSW= 18 PLF Total Load: wT-2= 101E PLF Properties for:W8x18/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E_ 29000 KSI Depth: d= 8.14 IN Web Thickness: tw= 0.23 IN - Flanqe Width: bf= 6.25 IN Flanqe Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.63 IN Moment of Inertia About X-X Axis: Ix- 61.90 IN4 Section Modulus About X-X Axis: Sx= 15.20 IN3 Radius of Gvration of Compression Flange+ 1/3 of Web: rt= 1.39 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Bucklinq Ratio: .WBR= 35.39 Allowable Web Bucklinq Ratio: AWBR= 90.51 Controllinq Unbraced Lengths Lb_ 0.0 FT Limitinq Unbraced Length for Fb=.66*Fy: Lc= 4.7 FT Allowable Bendinq Stress: Fb= 33.0 KSI Web Heiqht to Thickness Ratio` h/tw= 32.52 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= 14828 FT-LB 5.4 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- 41800 FT-LB Controllinq Shear: V= 5492 LB 10.8 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strenqth: Vr= 37444 LB Moment of Inertia(Deflection): sXAAA ® Ireq= 29.81 IN4 . �,OF MASsq�®f 1= 61.90 IN4 s 1UPP�- J SjN�2g8g4 A Q ki REScheck Software Version 4.1.4 s Compliance Certificate Project Title: NEW CONSTRUCTION Report Date:05/09/08 Data filename:Untitled.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 BUCKMAN BAYSIDE BUILDING,INC. Compliance:- Compliance:17.0%Better Than Code Maximum UA:312 Your UA:259 Gross Cavity Cont. Glazing LIA 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: 05/09/08 Data filename: Untited.rck Page 1 of 4 REScheck Software Version 4.1.4 Inspection Checklist Date:05/09/08 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. Project Title: NEW CONSTRUCTION Report date: 05/09/08 Data filename: Untitled.rck Page 2 of 4 Duct Insulation: Lj Ducts are insulated per Table 6106.4.4.3. 'Duct Construction: Ll All 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 manufacturers installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: Li 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: 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: Lj Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 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: Lj 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: 05/09/08 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 2.0 140-160 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 Rangeff) 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:05/09/08 Data filename: Untitled.rck Page 4 of 4 I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street Boston,MA 02111' wrvw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers _Applicant Information Please Print Leeibly Tj2y]18(Business/Organization/Individual Address: _ P.o - '�� City/State/Zip:Cgi—te,eg ti_ —E .14 4- O Z6 3 Z Phonet •- 7-21 16 'l6 Are you an employer?Check the appropriate box: :Type of project(required),. 1:El I am a enT1oyer with . 4. t2P am a general contractor and I 6 New construction . •employees(full and/or part time)."` • have hired the sub-contractors • 2.El am a'sole proprietor or partner- ship and have no employees These sub-contractors have g. Demolition employees and have workers working for me in any capacity. 9. []Building addition [No workers' comp.insurance comp.insurance$ 5. We are a corporation and its 10.❑•Electrical repairs.or additions required.] officers have exercised their l l.❑Plumbing repairs or additions ' 3.❑ I am a homeowner doing ill-work . myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance.required.]t c. 1523 §1(4),and we have no 13.[]Other_ employees. [No workers comp.insurance required.] � y applicant that checks box#1 must also fill out the section below showing their workers'compensation policy in formation. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. . ZContmctors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,theymust provide their workers'comp.poHdy number. lam an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site. information. Insurance Company Name:1 CA-D119. _�di 5 Cv. Policy#or Self-ins.Lic,#: UIG f" CIO Z 3Q 6 —l(J Expiration Date: Job Site Address: 3D 09,994 3)(?_u/ City/State/zip:C U a YrIA CJZ(3<� Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the MA for insurance coverage verification. I do hereby certify the j IHes of perjury that the information provided above Is true and correct. Si atur Date: Phone# 1—'(6 L16 Official use only. Do not write in this area, to be completed by.city or town official City or Town: ' Permit/License# Issuing Authority(circle one): :1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Bayside Building Inc. Certificates of Insurance Bayside Building Inc 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 6/1/04 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,gulters American Floors 3/4/04 3/4/08 8/31/06 8/31/07 Oak oor installation and Arne Excavating&Paving 7/14/04 7/30/08 Umb7/30/0 WC _ Excavation 7/3.0/06 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 --------- -- --Ti-- --- � Baltic Security 5/6/04 5/6/08 Has exemption from Alarm Installation state for worker's corn Baxter, Inc. 8/1/04 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 Barnstable Roofing&Siding, 5/12/06 5/12/07 5/4/06 5/4/07 Roo n 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 Efectrician 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 11/16/07 1 1/16/04 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 1/l/07 1/l/0 1/1/07 I/I/09 Engineers Budden,Robert W. 1/1105 I/l/08 2/20/04 2/15/08 Oak.flooring Installation Bayside Building Inc. Certificates of Insurance 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 4/1 1/05 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 Electrician Clancy,John 7/1/04 7/l/07 10/1/04 10/1/07 Mason Contractor Coastal N Counters Inc 7/15/04 7/15/07 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 4/24/07 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. Inca 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/l/08 111105 . 1/l/08 Pools ands as Davids Building&Remodel 111105 1/1/08 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 1015105 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/l/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 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 I 1/7/05 11/7/0 1 1/7/05 11/7/07 s, 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 I/20/04 1/20/08 2/18/04 2/18/08 Kitchen and Bath Design J&J Concrete 7/13/04 7/13/08 111105 I/l/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 7/1 1/06 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 1 1/15/04 11/15/08 11115105 4/7/08 Landscape Contractor Just Us Country Furnishings 5/23/05 5/23/07 10/24/04 10/24/07 Interior Trim/Built Ins Kitchen Appliance Mart and 8/12/04 8/12/08 111105 I/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 5/1/08 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 6/1/08 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 a oors MAP Insulation Co,Inc 3/1/04 10/1/08 8/1/04 10/I/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 5/7/07 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/l/08 10/l/06 10/1/08 PIwnbin /Heatin i 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 Sheeirock 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 1 1/22/08 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 12/1/07 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 1 1/1 1/06 11/11/08 Flooring Terra Nova Marble&Granite 7/l/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 Engineer Whiteley,W.Vernon 10/1/04 10/1/08 10/3/04 10/3/08 Plumbing&heating t. ` - AV Y X ,Boa►�Roa ui-,fig eguao s an andards Conrstruex n Supervisor 22048 a MN WAS m 'MieARM y es 2 PAT fteN -ORX 9M zr zk4" u r''L cz"•' q .t ;, x +tN ✓y,t t �r _ r .. ✓' M '35;000f�enclospace Mox Y x lA Maso 7x50 iY� � } z�r' Fam'ilyHome . T '.�'�� a= 1 3 ess"Gur�rent edition oaf>he F>ailuretopossess _ p, x p �R xs State�Bu Idtng ode ,. : �scause forge o�catont ►shcense 3 } ra h w Sy 3 £+ R f i R- 4 f x b.k S �y t R ! TempParcelEdit Page 1 of 1 "d q. Y y k P,ZYo'f �� < �' Logged In As: (�� Wednesday,January 16 2008 Dank Schlegel N Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 071 Street Number: 30 Unit: Dev Lot: LOT 71 Road Name: JOSPREY DRIVE T/R Sec. Road: T/R: 3 Villlage: 07 - Cotuit Aj Part of M/P: IMAP 002 PCL 002 Plan Ref: jPLBK 617/69 75 (APP 7-62) Date Added: Updated: Update' Delete, /3Add Another,, http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Affidavit of Substantial Financial Interest I, bae l&AI 7. ?�Ac6r- l of , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map DD , Parcel OOa. Q?l The address of the property is 30 0SPi f-Y -P`ZLVE CUTU 17' 2. 1 have �Z•r % 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 /,Y&CW aq DV, 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 m CLL!5� 4. Within the last twelve months, from today's date, which is Mfg 2FOSI 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 Address 002— / 02, J COT(l 1Z- 5. Within this calendar year, I have submitted / 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 D building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, thisZ iay of Xy,1 , 200 F 2001-0050/affin Q/LOTTERY/AFFIDAVIT 1 . °FIHE� , Town of Barnstable R.eguhatory Services + nmtNsUBLE, • r Huss. $ Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ",w-town.barnstable.ma.us Office: 508-862-403 8 Fax: 50$-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder T, ��l � �� �e , as Owner of the subject property hereby authorize yJ YS IbE_ 60 ICAAN I '16 ; 1k) L to act on my behalf, in all matters relative to.work authorized by this building permit application for: . 3 o 05 P(Z- CO 71d I T- (Address of Job) Signature of Owner � Z �Si g Date Print Name Q:FORM S:OWNERPERMISS ION C� '. to j r'1t;1 U OF B",RrNS i,iBLE: _. N Lo W;Y 2 3 I ri { 2 7 ---- -------- _ _ - — — 1 Ih Bl'r' tHl 1S'�OiJ --_ ~ W O z 'n OD o Lo m � SMOKE DETECTORS REVIEWED m O S5, m fti} ILFRONT ELEVATION BARNSTABLE BUILDING DEPT. DATE SCALE: 1/4" 1'-0' - a FIRE DEPARTMENT DATE �� BOTH SIGNATURES ARE REQUIRED FOR PERMITTING CARBON MONOXIDE ALARMS — -- --- MUSTBE INSTALLED PER � ,' MASSACHUSETTS BUILDING CODEtu z -- W N - - - z _ U tu rm W i/ W SHEET REAR ELEVATION JOBS OBI6 SCALE: 1/4' - I'—O° DRAWN BY: KW DATES 6/21/05 1`w + / COLLAR TIES Y 16'O.C. - (li 12 12 m RIGID WIND WASH BARRIER REQUIRED 4� Q4 - AT EXTERIOR EDGE OF EXTERIOR WA - + TOP PLATE F.G.INSUL. TYP.ROOF _ IN 2xB 5 v I6 O.C. IIIIIIIIII 200'..0 16-O.C. 0 R50 F.G.W -- 'HURRICANE CLIP' \ 5/B'PLYWOODOOD S SHEATHING/ 4 FASTENERSAT ALL / ix3 I�'G� P.SPNALT SHINGLES RAFFTERER/TOP PLATE - I/2'GYP.. BOARD \ JUNCTIONS TYP. BAT�I ALL OPEN"� J � wLd '-4° °J n 12 1 �12 00 BLOCKING 4'-0'0.1-: 2x10'S 0 16'O.C. 2x10'S 0 I6'O.G. IN FIRST TWO JOISTS _ DOUBLE JOIST-2' UNDER DORPIER ® [n BAYS FROM GABLE WALL TYP.EAVES Ix3 STRAPPING IZB FASCIA/Ix4 SECOND MEMBER 1/2'GYP.BOARD I4R. CONTINUOUS VENTING DRIP EDGE '" W Ix5 FRIEZE BD.W/BED MOULDING U m KITGI-IEN qT FOYER TYP.EXTERIOR WA u W O 2x6 EXT.STUDS Y 24'O.C./ im 11 V-4e 6'Rig FA.IN5UL./ , W PLYWOOD SHEATHING/ C, a 3/4'OSB SUBFLCOR FINISH FLOOR TYVEK WRAP/N.C.SHINGLES 17 j*j /y °R19 FIBERGLASS IN-- w V PT 2x10'S i 16'O.G. bbq 1 2AO'S•W O.C. 2x10'S i I6'O.G. 3-2A0 GI 4'-2 TYP F ATION Ne 1 2-2x10 GIRDER - P.T.SILL ANCHORED 20°O.C. - 4x4 P.T.POST - BASEMENT 13R S'x7'-9'CONCRETE rl.r O GALV.METAL POST ANCHOR DAMP PROOF BELOW GRADE ,^ 12''50N0 TUBE'PIER TYP. 9 1/2'LALLY COLUMN 9°T - 10506'CONTINUOUS FOOTING W Lo - M S In'CONCRETE SLAB i�Y 6 MIL VAPOR BARRIER - I,1 131-0. m O 3'-2 M 0. 24'-O' - - SECTION "A" SCALE: 1/4' I'-O' w -.. V Z . FAKE W RAKE (] Iu N fIC ZO , Z � Q Q U W m W W SHEET RIGHT ELEVATION LEFT ELEVATION �� SCALE: 1/4' - 1'-0" SCALE. 1/4" - I'-O' JOB, OBI6 DRAWN BY: KW DATE, 5/21/OB C^ N 14'-0' 34'-O' O Lo 4-O• 10-0• 5'-3' 9'-5° 19'-3n 6-3. Z YI •r w y n b. 00 cr m ko o NO 9 LITE LO J I I �J MILRO - n 24 ' A 78WE ® BATH I 10'-0' TILE 13'-0'KITC!-IE® 11'-O' - ►w a 0 , O ¢ W W � 2x10'• $ w D. �I = AINING (3)TW 24410 Z . .I6.O.C. 2fi I y - IY OAK 90 1/B'x60 7/B' - �' O ABOVE MW r2 ww ¢ . ,'! IL m v o TW 24410 GARAGE 2A OAK ---- ...,......v., W3x18_STEEL BEAM ABOVE - � 30 I/8'x60 7/8' \ 10'-6• m 3e LIVING ROOM - DIRECT VENT DEN - o OAK-CARPETa GA5 FIREBOX H 12'-II° 2'-4' I5'-3° W V 7'x9'O.N.DOOR W 0LQ 32 iv w SEE 9NEET A/i L Z FOR FRAMING.DETA FOR NARROW WALL IL9 3-3 l2' G Z 1 BRACING v io �' 1r ,,�,1- A IL cot, 0 n ti F w F n $ CONTRACTOR TO RE 1` TO WFCM 110 X B AND (A ZF $ `'�4° f $ f $ CHECKLIST FOR ADDITIONAL HIGH WIND TECHNIQUES W RELATED TO THIS PLAN = 2'-6' 9'-O' 2'-6' 4'-6• 5'-6• 7'-0' T-0• 3'-6' 4'-6' SHEAR WALL COMPLIANCE, W� 3BX OF EACH WALL RUN 94,'0• VERTICAL SHEATHING WITH Bd NAS 3° EDGE/12° FIELD SHEET (4) IL16d NAILS PER FT BOTTOM PLATE FIRST FLOOR PLAN q�y T L_ IIX EACH WALL RUN VERTITI CAL SHEATHING WITH 8d NAILS 3' EDGE/12' FIELD SCALE: 1/4' - 1'-0' /] (4)1. NAILS PER FT BOTTOM PLATE JOB: 0816 �(/xV DRAWN HY, KW DATE, 5/21/08 N ' � M U N Lo a V LO J n ti rP - 14_0° 3'-11° OD ■erll p • W n o m _ m 2 B _ LL I w TILE B LSE ABODE 2,-4' 4� ..W a - — -� 2g 6'4 I/2° ® THEDRA _ . o 2A CARPET OD o N LINFN iv IL In —STORAGE_ ,' c .........._ _.:......._: ..; - U) Tw 2446 AccEss m /W.Tw TB' 2� MASTER BEROOM ® TW 2446 IM m d CARPETD tt 30 1/6•x56 7/B• CARPET • N IS'-3' - 11V-7' 0Fa 0LU _ z lu lu Q z 9'-7' 9'-7' � Q D- ,/ar w w_.. V n = SHEET SECOND FLOOR PLAN A"7 SCALE. 1/4" o I'-0" JOB. OBI6 DRAWN 57, KW DATE. 5/21/05 N 48 a• � N 34'-0' W-2° W-W 2'-P W-4• 4'-0° 4'-I° ate+ _______________________________________� id 1 I I 2-2110 GIRDER -- n I 4°4 P.T.P05T I 00 O GALV,METAL POST AN04OR - , 10••SONO TUBE'PIER TYP. 1 W Is'BILCOI !I - 4! 0 I IBULKNEADI 113. I I .I 1 1 -- — — -- — — �— -- — -- -- I r-- — _ I r--r----- --- ------------- --- —� . I 0 �• 00 I l I DROP IO•p DOOR I m W N BASEMENT •x 4W CONCRETE WALL I CONCRETE SLAB I o 1 I654O°CONTINUOI/S FORTING TYP I I c VAPOR BARRIER I ;I I 4R 7._3° 7'-4- 7'_4° 5-"5° W"4° GARAGESLAB I I r I- o I I PH TOWARDS ITC DOOR I I I .� I-\\\� I'\.•'� I I - N _� IRD•_ J I -- , .9 2.10 GER-� 3 v2•DIA.9 EEL coLunN I I 301c30412' E PAD § J •000R 1 LLI r-----i A r I W I l ----� C'Oi•,no°cNTlNuous Pom•ING mP. I n -- ----- I rtl - tu I : Z Q Z u a m lu 43'-0• NOTE, 5/8° ANCHOR BOLTS SHEET EMBEDDED 7• SPACED 28° O.C. 12° FROM CORNERS WASHERS WxB"1/4° ' JOB: 0816 DRAWN BYi KW DATE: 5/21/08 z 1 nzx,e x v I/.•xEr xwm — - (h _ S U 0 LJ C .. Ln a C _ co .�a...�w ..� ....m ,.,. saa(iui sans.w rues - _ ),.,,N sxs raw W N t/�sKn�xµxz¢axzzz.uw CO I3I ovTSIOE ELEvnnoM •..........m+. SIDE ELE--ION /LE*Noo ei`L OFT"`No -Du LSL.—D Ma J (PN.ING ANwoR DMON)(DETAIL 3 of 33 m OUTSIDE ELEVATION SIDE ELEVATION Rrr.)nox rm coo[ IMPORTANT CODE REQUIREMENT: rsaoD o.eze muxo.Muez.ru n<.mi.1 W u ' &APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS - W (DETAIL 1 OF 3) [� Q 1U N Y,FXAMPLE oF(_O Ul I DUISIOE ELEVATION DE mp'�ETAII, ,p R� SIDE ELE-IT R � - fsnuc'ru.ue oxe,w artzox)fonue i oc))m 841EET F - — - — — 1�"••v.lr n, C — — ,r,�Sr`�Le 6 Lo "9Jltai_S Fti Imr 2 L 4.OS " -- o LLF IEII 11,1 Ulm ILI 111 J h --__� o nin U {I. OUT _ Q U) FRONT SCALEELEVATION w 0 o Z MTN o gzam z g�g o � m V_ > V uJ W W _T__T Full I I H I I -Jill I I 1 1 I I I I I I I I � • II I I I I I I I I ILE I I I ___I_1 ___I _ L LJ U LJ LJ ___ _ 1___ �------------------J 541EET _ _ ____________ ___ Al REAR ELEVATION ,OB, 0516 SCALE. 1/4' - V-0" DRAWN BY- KW DATE1 5/50/06 / COLLAR TIES Y 16'O.C. N 12 RIGID WIND WASW BARRIER RFJiU'R. 4D7 12 d4 - tD AT EXTERIOR EDGE OF EXTERIOR WA TYP ROOF N T F.G.INSUL. - - 'LIB'S 0 16'O.G. RSO . K'O.C. - O R30 F.G.PLYWOOD / 'HURRICANE 0.1P• 6/B'PLYWOOD SNFJ THING/ < Lo FASTENERS AT ALL RAFTER/TOP PLATE {.� I/2 Ix3 STRAPPING ASPHALT SWINGL6 'GYP.BOARD M.-O .UNCTIONS TYP. 8A FFi HALL OPEN\\ 4J T-On 3_6n 12-_2° 12 �12 1®y w O BLOCKING 4'-0'O.C. 2x10'9 i I6'O.G. 2.10'5 Y 16'O.C. DOUBLE JOIST 032• UNDER DORMER {n IN FIRST TWO JOISGABLE f MrAVFS A "L A/I. FIRST FROM GABLE I/aS Ix3 STRAPPING--- - - IxB FASCIA/Ix4 SECOND MEMBER C 1/2'GYP.BOARD' CONTINUOIS VENTING DRIP EDGE 14R W IZB FRIEZE BD.W/BED MOULDING - �y U . KITCHEN 9'T FOYER • TYP.EXTERIGR WAl i - u O Z;6 EXT.STUDS•24'D.C./ - V 3'-4` 6 Rig F.G.INSUL/ M W 0 1/2'PLYWOOD SWEATWING/ - w . FINISH FLOOR-WRAP/W.C.SWINGLE5 3/4•OWSUBFLOOR •R19 FIBERGLASS iNSUL w V PT 211019 1 16'O.G 2x10'S•I6.O.G 2x10'9 V Ib'O.G. 4'-2 TTP FGLMDATION We11 2-2x10 GIRDER - BASEMENT- P.T. q, ANCHORED 20'O.G. Imo . Op' 4.4 P.T.POST - 13R ekT-9'CONCRETE LL O GALV.METAL POST ANCHOR I - _ 4'T DAMP PROOF BELOW GRADE - ,A 0 12''.AHO TUBE PIER TYP. i4 9 /2•LALL7 COLUt'IN Idxi6'CONTINUOUS FOOTING V, W - l `ry' m w U r 3 1/2•CONCRETE SLAB - Z . 6 MIL VAPOR BARRIER - Q T - � M a SECTION "A11 SCALE: 1/4° V-O' - FAKE RAKE W ' V Z to A' - N W N K p ® Q � F > Y W V J W W S I- I �. I I I I I SWEET I I A2 RIGHT ELEVATION LEFT ELEVATION 0816 DRA SCALE, 1/4° a I'-0° SCALE: 1/4' - I'-0° - DRAWN BY. KW REVISED:5/30/OB DATE: 5/21/05 14,-0. 34,_0' 2'-5' 3'-2' B'-5' 2'-7' 1'-4° 4 I �.r ---_______`_________________________ _ n 2-200 GIRDER--- ' I 4x4 P.T.POST I co O GALV.METAL POST ANCHOR 10''SONO TUBE'PIER Tl'P. i ® W — i i o w I r— -� I � � � � a v_ � U IL i HAIF 1 I v m I I = Q a - I BULKNEADI I �] i � • i Y. � ,.. 113RICK CAd":;1 F'R i i Im Q Q x. -� DROP T.O.W.47• 1 - I (' I - w u7 ,ems -- -- I I I ,,^^ A I n I --- ———— — ——— --- ——— ————————————— ------- I / I OD DROP WALL to• •DOOR Ln BASEMENT S1 45'CONCRETE WALL ':I • 0ONCREVAPOR BARRI B • I I TW 2432 Q Q 1::-.I Ib•xld CONTINUOU9 FOOTING TTP. 1.T I _ - 'I 1 30 1/0440 /8' _ m M a T-4. 7'-4- 5i_5. V-4' TI I W ♦1 GARAGE j .I _ DROP T.o.w._4� C40NCRETE SLAB PITCH T DOOR 3n L \\J 1 ;{iFxr 9 2x10 GIRDER I I 9 1/2'DIA.9 EEL COLUMN - 1 f_____1 30'x30'x12• RETE PAD L— - I I u i I Ltu I I 1 • L-----J v I I I DROP WALL 10' 1 _____y c Q J I V DODR I ?I r-----� A ' I- 1 m W 1 ;I I .1 ____J • I Q — ——— B'x T 9•CUC.WALL 1 r— Ib'xI0'CONTINUOUS FOOTING TYP. LU r 1 (() - - ? L 1 ..,. Q Z V =SIS. BOLTS SHEET 5.C.NERS'xi/4° JOBr 0816 DRAWN BY: KW REVISED:830/OB DATE: 8/21/OB Out Town of Barnstable Regulatory Services ` '"R''MAS&exE Thomas F. Geller,Director Building Division ArE p�y►. Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnst2ble.ma.us. Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: �i��rsr� lu�/�� Map/Parcel: Project Address a'l oaE �ktv� Cr Builder: The following items were noted on reviewing: Q101-AN oes NoY Teo ext R-. W 11013. wiNhMs #?Vb �00/e6 C+10�U6IC 4E cJirhfiAl 114�"�F ao~L=x Ali o"'1 6I'*RH.0'C_ -)oD9 NFz5i-N 7 o rme- 'OOZE. IV J� oei S S ox.-� dirneif<U&ica&ot,�- -r of . 9.4AS- ® /�7�a- ��K� �c�d Gl.GE � �oa�-��� -���ccL•���fit/• 'I Reviewed by: Date: Q:Forms:Plnrvw .,•,gvhw..t+.^"» .�t,.,,..r—t,.,id:i - s+cwx^iaJ.sA., .Y°.,f`4`'• L�JS""� Qy '*'. , '- v.v' � t .a*ti�a'x'�-�r:.��. _ -•>�,:s• :, - - '�w ... t•r'-•- 4+�i j-.sY`ti+`'W's�:,r•�•,.;,�;.� ;mow;$�`.��'t �, - - �oFTMe, �o� Town of Barnstable, ' BABNSTABLE. Regulatory Services' 9 _MASS. ...,.-. EpMA,a�O Building Division 206 Main Street, Hyannis, MA 02601 Office: 508-862-4038 ` Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location X K I Perrfiif Number 52 0 D ?O 25—1 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: t 1�71 Ps a(r of -Z�6"�7-- r. 0 L) 4A_ c2 o c. YC c L T! ?'l � o Please call: 508-862-48for re-inspection. Inspected by _JG Date 7 Oz 0� t 1 + Foundation Cerflfi*ccfl*on .:. 1n .,':.B ns t a b.1 eC MA, Prepared For : Lot 71 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 S+ Hyannis, MA ` 02601 Phone (508) 7'71-7502' Fax — (508)-771-7622 Owner: Cotuit Equitable Housing, LCC Job Number. ': 2005-214 `Scdle 1" = 20 06-02-2008 / .. co CA cn / b f . h ^ 1� 8j, Sk z ".' .a.. ':4aiwrwrw•n.1,�..yj,,, a1i 9,10 . d ' o 0 8.0' S0, 4•�' � N .. � � N aQ' 4. S.o ' LOT 71 • 9,604f S.F. 0.22f ;ACRES >>4 7,' `o N 7641 '41- -LO.T 70. . . I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE.EXISTING. STRUCTURE..SHOWN..HEREON',ISI;IN` COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND, SETBACK--. REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED ;IN.:RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD, AREA. c � THIS PLAN IS NOT BE RECORD NOR IS IT TO BE-USED TO ESTABLISH PROPERTY LINES . 21 n b Eat REGISTERED PROF NAL ND D SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING.. ATE 0:\7005\2005-214\Clb11\OFSIG�I\9005-214PRIOTS.dwC,, 6j9/7008 4:77:09'PM, 1:1 M TM I � S � r - , I. LOCUS PROPERIY IS SHOWN AS: 3 Ot►7; ' ASSESSOR'S YAP 002 - PARCEL 02 2. SETBACKS: FRONT - 2V cl SK/REAR = 1w 3. UNITY NMFIAM ANON AS SHOWN ON PROPOSED SUBDIVISION PLANS t COMMUNTIY PANEL NIAM 025551 0021 0 3 i % THE FLOOD NMSURAN E RAZE MAP OEFTHFS 7W AREA AS ZONE C. AREA OF MDNUAL RDOD#a y ; 5. ENVI KUWAL NOTES SITE IS NOT WITHIN AN AC.EG (ARFA OF t INKAL ENVIllONUENTAL r OOIMC�RN� OD 3 ; SITE IS NOT WRW AN AREA OF B107ED HABRAT OF RARE a I i WXDLK PER NN*SP MAP OCTOBER 1. 2006 "ESTIwMTED Z C7 HABTOtTS OF RARE WIIDUFE' FOR USE WITH THE MA WETLANDS ' PROTECTION ACT REGI MIONS (310 CUR 10).' ' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCRW 1, 2006 W iFTED VERNAL POOLS' . B CO) ' I SITE IS NOT MI NM A PRIORITY HABITAT PER NHESP MAP OCIOSER 1. 2006 'PRIORITY WB fATS OF RARE SPECIES' FOR SPECIES , 7, UNDER THE MASSACHI)SEM 90ANGERED SPECIES ACT, REMAXIONS (321 CURIO) STIE IS WFINNN A STATE APPROVED ZONE' N GROUND M TER LOT 59 - y RECHARGE PR07ECWN ARFA 3 CONSiRUC70 NO w �y 1. ALL GmK CONS►RUL.'m NOTES ON SHEET C-2 FROM THE SUBONIMN CONSMWIION PUNS FOR COW MEADOWS. DOD 6/25/07, S fALL HEREBY APPLY TD TNNS SITE PLAN: w 3 y , 2 ALL GRADAMG� DRAN W& AND Unff NOTES ON SHEET C-5 FROM 1' 7HE SUBDIVISION CONSIRUC110N PLANS FOR COW U&4DOK _ DKED 6/25/07. SKL HERM APPLY TO TNOS SIZE PLAN. 3. SEWER BlAIDNMG OONNECTpNS: - HK COVER SWILL BE 3 FT. - SET CLE MOUTS AND MAAMTANM CLEAR�INC.E FROM OWUTNJflE'S ;Q y ,� LOT 72 ' AS ROOM BY SARNSTABLE DPW. LOT 60 I ! a' CIA. x dr OW f LEACHMG BASIN w/;I•STONE SURROLINOI ' 4' SEVER SERVICE /� LO ! S �4Y � CONNECT ALL ROOF NCh` INV. IN-57.35 3 >t OyO.E DOWNS�U75 1>>B LEACHINC BASIN Cotuit Uesdows Subdivision w .�, ' 40 ���' � Cotuit-Barrtstable, Massachusetts _ '��• ' �k. s % FROMM FOR COTUIT EQUITABLE HOUSING, LLC • OPEN SPACE 8 - R0. Box 96 MA 02M 63, Site Plan ` � �� .� LOT 71 � ��,.` LOT 6, / az sso4f S.F. y Lot 71 Osprey Drive 0.22f ACRES h f BAXTER NYE ENGNEERING & SURVEYING r I w Registered Professional D*eers and Land Surveyors -jµ 0F' +ss 78 North Street,and Floor,Hyannis,MA 02601 0�'�' R A7TH LOT 70 Phone-(508)771-7502 Fax=(508)771-7622 �g f U cm CA i , ► ,, � f 'd 4 y ; r 20 0 20 60 FS �sTEa AL �a SCALE IN FEET D� Of SCALES 1' _ 20' DAM 05-13-08 Smm /e � H REV. DATE: REMARKS INV IN =741 0: 2005 2005-214 CML DESI 2005-214PBLOTS.dw 2005-214