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HomeMy WebLinkAbout0026 VANDUZER ROAD � �� �� '� G����� fir--,-%l��•, �..t , . �, �._.�--=;'..1,� V� f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' Map 35 Z Parcel CO t Application# ( ` Health Division Date Issued ���/ 140r Conservation Division �(')� Application Tax Collector Permit Fee 7 0� Treasurer Qk Planning Dept. O D Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address z� Ay��V ZCJ' lz �Y -���' Village CIUMWMAOS05AM r Owner �1 _ 1 t V 1 \�-0�2� ..� . "i �`r�aG.C�C [�'e- ress 3 Z— t►W1n 1J Telephone i Permit Request f cn r c.n M Square.feet: lst floor:existing 500 proposed © 2nd floor:existing proposed O Total new d Zoning District Flood Plain Groundwater Overlay Project Valuation 10�000 Construction Type W 66-D Lot Size (20, �O a pMyx of(R Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family all Two Family ❑ Multi-Family(#units) Age of Existing Structure 60 Historic House: ❑Yes 2-90- On Old King's Highway: 01,Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout [(Other Sr.JAP5 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) d Number of Baths: Full:existing 1 new n Half:existing O new d Number of Bedrooms: existing new n Total Room Count(not including baths):existing 3 new O First Floor Room Count 3 Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other NoIJ� Central Air: ❑Yes C-r�No Fireplaces: Existing \ New O Existing wood/coal stove: ❑Yes L�Mo Detached garage:❑existing ❑new s:ze Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 21ut/No If yes,site plan review# Current Use 'SlPtsle- ;Zi%ywQLq V'P►-c.A-TOA) Proposed Use <S40% BUILDER INFORMATION _r Name M Telephone NumberSok 362- 3't(pf, 3_4 RAI) Address t�6Q9&M)w% 1 License# 0 t'13 to C�u Irnv�l�►,C uZ M . CZ5,37 Home Improvement Contractor# 117 2- Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE t a J x w, FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS - VILLAGE v - OWNER - , DATE OF INSPECTION: FOUNDATION FRAME SI�Ia� INSULATION o FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING J f 4 r� DATE CLOSED OUT ASSOCIATION PLAN NO. t 02/06/2008 11:17 8605572477 P W OBG EXEC AREA PAGE 01 FEE-7-2002 11:24A FROM: TO,i%055�5 7( Town of Barnstable WLRegulatory Services MUM. = Thomas F.Gclter,Director Building DiviSiOR Tom Ferry,Bolldin8 CammisdOOer 2DO Fain Strect,Hnuuis,MA 02601 wwwAmm,barnstablexw-us Offne: 508-8624038 Fax: 508-7"-M30 Property Ovmer Must Complete and Sign Section If tlsing`.A.Buiflldelr I 1Z as O wrwr of the SA4e=propedy hemby M ori= --"�'o& - to Acton ter laehalf, in an matters reiarin to work au*oziud by t biding pemrrit application for: dress ufJob) S' of to Prim Name If Property Owier is applying for permit please complete the Homeowners License ExerVtion Form on the reverse side. Q:BQRMS:OWWRPrsMlSS*N �Is+ ``"��,�`r .,a.j, r+,,.,vti..:-r-'rig .ten.. ,. V.ra'...`.fY `,M. x:�,x� .��7`w•v.:.;a....,s'.vrv''j�,"��, fi�'i.S'Ki:�iflit7re.a'r.:µ- .. .. �__.,.r "�'`�-:'.r,.x`tfVc:,, - , .op•ME� � Town of Barnstable BARNSTABLE. : Regulatory Services MASS t639.a,0g Building Division rF0 MPy 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: b ee.. h e4L., LJ joja.- U d , -}� cr �c ce,. -ra,►�a,,.s CA s�I Does n6- Orov; c�e. a 69&Arl Please call: 508-862-4038 for re-inspection., i Inspected by �f�---- Date .s)S- J- BUILDING PLANNING FOR SINGLE-AND M0,FAMILY OMLLINGS accordance with thelnternational Building Codebut uti-• cure is sited shalt be assessed as being one of the lizing the wind loads set forth in this code.Glazed ripen- following categories: ing protection for windborne debris shall meet the 1. Exposure A. Large city centers with at least 50 requirements of the Large Missile Test of ASTM E 1996 percent of the buildings having a height in excess and of ASTM E 1886 referenced therein. of 70 feet(21336 mm).Use of this exposure cate- Exeeption:Wood structural panels with a minimum gory shall be limited to those areas for which ter- thickness of Y16 inch(11.1 mm)and a maximum span rain representative of Exposure A prevails in the of 8 feet(2438 mm) shall be permitted for opening upwind direction for a distance of at least 0.5 mile protection in one- and two-story buildings. Panels (0.8 km)or 10 times the height of the building or shall be precut to cover the glazed openings with other structure, whichever is_greater. Possible attachment hardware provided.Attachments shall be channeling effects or increased velocity pressures provided in accordance with Table 5301.2.1.2 or shall due to the building or structure being located in the be designed to resist the components and cladding wake of adjacent buildings shall be taken into loads determined in accordance with the provisions of account. the International Building Code but utilizing the 2. Exposure B.Urban and suburban areas,wooded wind loads set forth in this chapter areas, or other terrain with numerous closely TABLE 63012-1.2 spaced obstructions having the size of single-fam- WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE fly dwellings or larger. Exposure B shall be FOR WOOD STRUCTURAL.PANELS' assumed unless the site meets the definition of FASTEiUER SPACING another type exposure. a fact 3. Exposure C.Open terrain with scattered obstruc- FASTENER Panel span <panel open < TYPE s 4 foot S 6 foot s a foot tions,including surface undulations or other irreg- ularities,having heights generally less than 30 feet (9144 mm)extending more than 1,500 feet(457 m) from the building site in any quadrant. This .. ,s . exposure shall also apply to any building located r within Exposure B type terrain where the building i mile per boorr= t For SI: I inch=25.4 =1.609 km/h.I foot=304.8 mm,1 pound=0.454 kg, is directly adjacent to open areas of Exposure C a. Thistableisbasedon t30mphwindspeedsandit33-tootmmroofheighi. type terrain in any quadrant fora distance of more b. Fasteners shall be installed at opposing ends of the wood structural panel. than 600 feet(183 m).This category includes flat c. where screws are attached to masonry or masonrylsrucco,they shall be open country,grasslands and shorelines in hurri- attached utilizing vibration-resistant anchors having a minimum ultimate carte prone regions. withdrawal capacity of 490 pounds. 5301.2.1.3 Wind speed conversion. When referenced 4• Exposure D.Flat,.unobstructed areas exposed.to wind flowing over open water(excluding shbre- documents are based on fastest mile wind speeds, the lines in cane prone regions)for a distance of three second gust wind velocities of Table 5301,2(4) at least 1 mile(1.61 km).Shorelines in Exposure D shall be converted to fastest mile wind velocities using include inland waterways, the Great Lakes and Table 5301.2.1.3. coastal areas of California,Oregon, Washington 5301.2.1.4 Exposure category,For each wind direction and Alaska. This exposure shall apply only to considered, an exposure category that adequately those buildings and other structures exposed to the reflects the characteristics of ground surface irregulars- wind coming from over the water. Exposure D ties shall be determined for the site at which the building extends inland from the shoreline a distance of or structure is to be constructed.For a site located in the 1,500 feet(457 m)or 10 times the height of the transition zone between categories,the category result- . building or structure,whichever is greater. ing in the largest wind forces shall apply.Account shall 5301.12 SelsiWc provisions.Reserved. be taken of variations in ground surface roughness that arise from natural topography and vegetation as we.B as 5301.23 Snow loads. Wood framed construction, from constructed features.For any given wind direction, cold-formed steel framed construction and masonry and the exposure in which a specific building or other struc- concrete construction in regions with ground snow toads 70 TABLE 6301.2.1.3 EQUIVALENT BASIC WIND SPEEDS' 3-second gust 85 1 90 1 100 1 105 110 120 125 130 140 145 ISO i60 170 Fastest mile 70 75 80 SS 90 100 105 110 120 125 130 140 150 For SI: I mile per hour=1.604 km/h. a. Linear interpolation is permitted. 42 SEVENTH EDMON,MiASSACHUSE_1 I BUILDING CODE FOR ONE-AND TWO-t:AMiILY DWELLINGS(780 C MR) i Permit# Permit Date REScheck Software Version 3.7 Release 1 b Comp Hance Ceftfflcat e Project Title: Renovation Report Date:02/06/08 Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 160/9 Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 26 Vanduzer Rd. Keady Residence Jack Klim Construction Cummiquid,MA P.O..Box 62 Commiquid,MA 02637 Amu I V II Ceiling 1:Cathedral Ceiling(no attic): 684 28.8 0.0 24 Skylight 1:Vinyl Frame:Double Pane with Low-E: 6 0.480 3 Wall 1:Wood Frame,16"o.c.: 910 13.0 0.0 59 Window 1:Vinyl Frame:Double Pane with Low-E: 110 0.340 37 Door 1:Solid: 40 0.300 12 Door 2:Glass: 40 0.330 13 Floor 1:Slab-On-Grade:Unheated: ,Insulation Depth:0.0' 527 10.0 549 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. Renovation Page 1 of 4 c REScheck Software Version 3.7 Release 1 b Inspection Checklist Date:02/06/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-28.8 cavity insulation Comments:. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments:_ Windows: [] Window 1:Vinyl 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: ❑ Skylight 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.480 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.300 Comments: ❑ Door 2:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:Slab-On-Grade:Unheated,0.0'insulation depth,R-10.0 continuous insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall 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 shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: 0 Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑.Insulation R-values and glazing-U-factors must be dearly marked on the building plans or specifications. Duct Insulation: Renovation Page 2 of 4 4 ❑Ducts shall be insulated per Table J4.4_7.1... Duct Construction: 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,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 118 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required 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 shall be 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 1310;and:J4.4. Circulating Not Water Systems: (] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Renovation 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 Temperature('F) Up to V Up to 1.25 t5"'to 2.0 Over 2" 170A 80 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:.Minimum Insulation-Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2*Runouts 1"and Less 1.25°to 2A" 2.5"to 4" Heating Systems Low PressureiTemperature 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) Renovation Page 4 of 4 3 e-'D x \L_1 W 66� � NEW CORA-VENT j - L. 1 TE RIDGE VENT W/ O ROOF SHINGLES NEW AND.CUSTOM - NCW'AEI IALT ARCHiTLCTUWiL WDW.—M NEW NNE PATCH DISTURB VV _ -- i ROOF SHINGLES COLOR: WDW TRIM DETAIL f PAINT TO MATCH EXIST. ..i ..,..1 WEATHERWOOD' ED SON �l \©c�A ,Q°,��A.�.J 1�7a( i. .. NEW 6'OHX288" NEW 6'OHX2885 w - SOFFIT DETAIL TO MATCH EXIST.EDGE T N M T ,- RA 50 RAN50M NEW G'-0„ I-8 u i i;l - 18 "!' T241 5 AND.#DHT241 5 W �S EXIST.T AS SHO"LING TRANSOM 11 - I I I-I - ' NEW 6'O'X '- ' - -- .-- _ EXIST.DECK f RAILING i� I� i i i I AND.# PN2441 r I----- TRANSOM -.. MAP 352 AND.#TW244 I O 11 I I CI NEW 2'-6°X 5'-0' ' �V Wo o - / NEW 2'-6'X 5'-0. 17 -1 DOUBLE HUNG 8/5 PARCEL 035-001 DOUBLE HUNG 8/8 11 I::I I t LI • ' l s A EXIIRED I DECK f RAILING �'� VLJ C �•J�•�/" ` _ - _- ----- AND# GOG5L REBUILT AS SHOWN .. :::: (RAIL'G.BROKEN TO ....... NEW 6'-(Y X 6'-8° SHOW DR.f WDWS.) ` AND.#TW243G FRENCH SLIDER ( REPLACEMENTS za.-s. " ss NEW 4 X 6 WD.POSTS UP �'• t.w\ ` 2'-6'X 3'-8° 1p-s (SHOWN DOTTED) DOUBLE HUNG 8/8 TO ER-USE PROPOSED RIGHT SIDE ELEVATION PROPOSED REAR ELEVATION 5 MIPSON TIE SATDRAPS O FASTEN P05T TO HEADER SCALE 1/4"= V-O° SCALE I/4"= I'47 4 FLOOR NEW CORA-VENT RIDGE VENT W/ ROOF SHINGLES NEW ASPHALT ARCHITECTURAL ROOF SHINGLES-COLOR: 'WEATHERWOOD' \ \' "Wt- E] NEW ALUM.GUTTER f DRIP - VENT EDGE TO MATCH .... I -,`... EXIST.SOFFIT DETAIL - i_� -- AND.# A21 AND.#7W2436 REPLACEMENT PATCH DISTURBED SIDING " REPLACEMENT -- _-_ 2'-0'X 2'-0' <PALM TO MATCH IX15T. ...... .-..- -!... ..<. _i _,. - 2'-6'X 3'-8' - - -- 4 LITE _.I. ._...., DOUBLE HUNG 8/8 D(IST.DECK f RAILING - REBUILT AS SHOWN AND.# TW243G AND.# TW243G REPLACEMENT REPLACEMENT :. '"' Lm I 2'-6'X 3'-8' 2'-6'X 3'-8° - DOUBLE HUNG 8/8 DOUBLE HUNG 618 NEW 2'-8'X 6'-&"DOOR i e•c• OLSON DESIGN ASSOCIATES BAY WINDOW-W/ pa-1. W/SHUTTERS TO MATCH EXIST. - 55 ELM AVENUE AND.#TW243G PROPOSED LEFT SIDE ELEVATION EXISTING FRONT ELEVATION OD Hyannis,Massachusetts 02601, REPLACEMENT 508.7754300 emall-olsondesign@vedzon.net 2'-G'X 3'-8" DOUBLE HUNG 8/5 SCALE 1/4'= V-O' SCALE 1/4'= V-O° - KEADY RESIDENCE 26 VANDUZER ROAD CUMMAQUID,MA. DRAWN FOR: JACK KUM-BUBAER CUMMAQUID,MA. ELEVATIONS or D.O. A M.31,2008 + +— �f 1/4'= I'-0' i F� - aP (ANC.SONO NBGS 26'-3• 29,3• nIT5TF M10.f Rv2936a %\ _** EXIST.` m _. ��-4R"°-�� ______c°k KIT. ® OTNII �I 4xs EXIST. H %'D POSi x / sr z s Is %mBEDROOM NIX✓ NEXIST. __ DHT 241sBED ROOM IIIIII II 3'.P 4%G II II II II II II o� e II II II II 11 11 M'D/606eL am FltwwmnMe x EXIST. EXIST. - q IIIIIIII InIIIII M G1[3L'-InIIIIJIIII IIuIIIIII/"2e'O`2 IuIIIIIII IInIIIIII MwR4[xpOP°p6..L'PP�EG'o�esMrT ENEi WPwc euosr o LIV.AREA KITCHEN _____ eM w ow u EXIST. IIII 2-NDHT2615 1iV Sr5_ II C �IU+ oPeN eron Auvw1 NG — W2 — 'T BED ROOM TIl A EXIST. EXIST.DECK Fns BED ROOM 4%6 REBUILT 13-II I/2' 6 C w4 B. DHr 2415 av LIVING AREA (CATHEDRAL CEILING) r la.v —- s �ttP1ui- e' I o. - coNc.soeo ze'-s• —43.ow. Rrnsen4 wow. Ti IlW2936 gNp.flw2 6 AVp.I TW2436 L 2 es ry + N EXISTING FLOOR PLAN 2°'-5' ° 2e3 / ` T PROPOSED FLOOR PLAN LOFT FLOOR FRAMING PLAN SCALE I/8'=P-O" r.T. mmlui- 2-2x 10, e'p.x4'. SCALE 1/4"= 1'-0" NEW DECK SCALE 1/4°= 1'-0' �D3'-r NBA soNo AREA 3'-3' C DECK FRAMING PLAN © O SCALE I/4'= I'-O' © O 9'-IP 13'-T LOFT AREA NEDRAL CIEUNG AREA 2— TYPICAL ENTIRE ROOF- § 4%6 EXIST.2 X 6 RAFTERS NEW LOFT wp.Posr @ 21"-22'O.C.+- AREA I I I III nNo.om za g s EXIST.RIDGE BOARD a-0s+• e'-0ar EXIST.2X6 RAFTERS 4xc WD.POST • J' _ @ 22°O.C.+- I I III f�a EXIST.RIDGE BOARD NEW I-6'LVL EA.SIDE 0 H0IXiST.2X6 RAFTERSOF EA.EXIST.2X6 RAFTER- 1 m 1 _—_ _ - 5waove RnN1e NEW LOFT z-zels anTOM wow. @ 22°O.C.+- PROVIDE CONT.BLOCYJN I o W II _ - AREA i (3 LOCATIONS) O NEW- _ II § NEW § ®� I ®* 5 ®¢ 1$ C8O I-2X6 EA.@ SIDE OF LOFT AREL r. 2-2X8 EA.SIDE OF a F 5�' t ® EXIST. RAFTERS- EXIST.2X6 RAFTERS 4xc REMOVE EXIST.2X4s USE EXIST.CIEUNG J015T ADD N FLR.SHEATHING @ 40'O.C. R1D.DM 2413 16'O.C. @ Lw I%35 NG®29'O.C. � I I ADD S/I-PLYWD. w/17 NE e Ga. Nnv Izs srwrPlNs®zd•o.c. LIVING AREA BELOW `ND PO'T SUBFLOORING e'-av+• e'-0sa• § (CATHEDRAL CIELING) TYPICAL- TYPICAL- - NEW DRIP EDGE VENT NEW DRIP EDGE VENT EXIST.EXIST. IXI5T. LIVING ROOM NEW PROPER VENT t NEW PROPER VENT 4 R-30 HD.INSUL. BED ROOM BED ROOM R-30 HD.INSUL. (EXIST.CIEUNG REMOVED) I T-3 I/2' 312' 312' -3iiF 31/2' ROOF FRAMING PLAN NEW R-1 I INSUL. NEW R-I I INSUL. SCALP 1/4'=1'-0' PROPOSED LOFT FLOOR PLAN Wil WON WARM Impupp SCALE 1/4'= V-O" NEW R-19 INSUL. NEW R-19 IN5UL. OLSON DESIGN ASSOCIATES OD55 ELM AVENUE Hyannis,Massachusetts 02601 - 508-775-4300 email-ols design@verizon.net KEADY RESIDENCE 26 VANDUZER ROAD B �5C— TION @ LIVING ROOM A SECTION @ LIVING ROOM CUMMAQUID,MA. DRAWN FOR: JACK KLEM-BUILDER /4'=1'-0' SCALE I/4'= I'-O' CUMMAQUID,MA. EXIST.FLOOR PLAN-NEW FLOOR PLAN LOFT FLOOR PLAN-ROOF FRAMING PLAN-LOFT FRAMING PLAN SECTION-A&SECTION-B D.O. `f —M.31,2008 +A 2 1/4'= 1'-0' J ' � a ' � ' �� �� � ,� i f%i �/ ;' �� ��r � ,� � r v�� ��'I � �� � G �� �,. �. ,, r