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HomeMy WebLinkAbout35674-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office Of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34422 Rte: 07/01/10 T~IS CERTIFIES that the building ALTERATIONS/ADDITIONS Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) Co~ty Tax Map No. 473889 Section 1 Block 1 Lot 3.14 Subdivision Filed [4ap NO. __ Lot No. conforms substantially to the Application for Buildin9 Permit heretofore filed in this office dated JUNE 28, 2010 pursuant to which Building PeIl~it No. 35674-Z dated J~3NE 28, 2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING SECOND FLOOR DECK AND NON-HABITABLE UNFINISHED ATTIC WITH ROOFTOP DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. · 9~e certificate is issued to J TRL~w_~N BIDWELL JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPART~NT OF HEALT~ APPRO~ ELECTRICAL CERTIFICATE NO. pLiERS C~TIFICATION DATED Rev. 1/81 N/A 3047926 07/02/09 TOM RAVINO ~~ut ho i~z ed~ignature 05/21/01 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA2{TMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34423 Rte: 07/01/10 THIS UEa(TIFIES that the building ACCESSORY GAPQkGE Location of Property: PVT RD OFF E END RD (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 1 Block 1 Subdivision Filed Map No. Lot No. FISHERS ISLAND (HAMLET) Lot 3.14 conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 28, 2010 pursuant to which Building Permit No. 35674-Z dated JUNE 28, 2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY THREE CAR GARAGE WITH STORAGE ABOVE AS APPLIED FOR. The certificate is issued to J TRUMAN BIDWELL JR (OWNER) of the aforesaid building. S~3FP~)LKCO~YDEPAR~TOF}~F~kLTH;~PPROlrAL N/A R~OrKICAL c~KTIFIC~%THNO. 3047926 05/21/01 PLIERS ~MTIFICATION DA'i'~3 N/A Rev. 1/81 Form No. 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP~ This application must be filled in by typewriter or ink and submiRed to the Building D, A. For new building or new use: 1. JUL -1 2010 ' withl~li~ ~ ' g. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval fi.om Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation fi.om Board of Fire Underwriters. 4. Sworn statement fi.om plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings end installations, a certificate of Code Compliance fi.om architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and cousent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alteratious to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate ofOccupuncy - $.25 4. Updated Ce~ificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Old or Pre-existing Building: House No. Street Owner or Owners of Propgrty: Suffolk County Tax Map No 1000, Section ~O/ Subdivision Date. Permit No. 2~2 £~. Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate FeeSubmiRed:$ ~'~,oO {/~..o~ A~so, (check one) Hamlet Block Filed Map. Applicant: Underwriters Approval: Lot Lot: Final Certificate: / (check one) ~ Xppl'ic~(t Signature BUILDING DE,~ARTMENT TOWN OF SOU'ITrlOLD CERTIFICATION Date: Building Permit No. ~ Owner: (-j',-ro.~r~/.vO t3~OcOEL[- ~. (please print) Plumbet~ (please print) :too I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of ,}k~ , 20b~ Notary Public, '~t~/~,. County MARY B PANKIEWICZ Ot~/Pu~i~ State of New York -8267950 Commmion Expires q ~o~.~e. u BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by 187A BOSTON POST ROAD 2584 CASTLE RD OLD LYME, CT 06371-1384, FISHERS ISLAND, NY 06390 Located at 2584 CASTLE RD FISHERS ISLAND, NY 06390 ] ~' Application Number: 3047926 Certificate Number: 3047926 Section: Block: Lot: Building Permit:0 ~ 2 ~; '] 2 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Third Floor, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on theZlst Day of May, 2009. Name QTY Rate Rating Circuits Tree Alarm and emergency equipment Sensor 3 0 0 Carbon Monoxide Appliances and Accessories Air Conditioner 2 0 Above 1500 BTU Dish Washer 1 0 1.2 KW Disposal 1 0 F.H.P Exhaust Fan 4 0 F.H.P Furnace 1 0 Gas Hydro Massage Tub (Therapeutic) I 0 Oven I 0 30 Amps Panels 1 100 20 1 60 4 Se~ice Service Disconnect: I 200 cb Service 1Phase3w Service Rating200Amperes Wiring And Devices seal Dimmer 11 0 120 V Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by presence a the of raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ZELEK ELECTRIC CO. 187A BOSTON POST ROAD OLD LYME, CT 06371-1384, MR. & MRS. BIDVVELL 2584 CASTLE RD FISHERS ISLAND, NY 06390 Located at 2584 CASTLE RD FISHERS ISLAND, NY 06390 Application Number: 3047926 Certificate Number: 3047926 Section: Block: Lot: Building Permit: 0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Third Floor, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the ztst Name QTY Rathe Ratine Fixture 7 0 Fixture 8 0 Fixture 96 0 GFCI Circuit Breaker I 0 Outlet 110 0 Outlet 151 0 Paddle Fan 2 0 Receptacle I 0 20a laundry Receptacle I 0 30a Receptacle 18 0 Receptacle 96 0 Switch 68 0 Circuits Day of May, 2009. Twe Fluorescent LowVoltage Incandescent Fixture Gen, Purpose Appliance Dryer GFCl Gert, Purpose Gen, Purpose 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35674 Z Date JUNE 28, 2010 Permission is hereby granted to: J TRUMAN BIDWELL JR 800 FIFTH AVE APT 32E NEW YORK,NY 10065 for : ALTERATION & ADDS TO AN EXISTING ONE FAMILY DWELLING & ACCY GARAGE AS APPLIED FOR. 2 C/O'S REQ. THIS PERMIT REPLACES 32672. at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 001 Block 0001 Lot No. 003.014 purs,,mnt to application dated JUNE 28, 2010 and approved by the Building Inspector to expire on DECEMBER 28, 2011. Fee $ 751.80 ~A/~u~hori~zedS/~ignature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32672 Z Date JANUARY 24, 2007 Permission is hereby granted to: TRUMAN BIDWELL JR PVT RD FISHERS ISLAND,NY 06390 for : ALTERATION & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING & ACCESSORY GARAGE AS APPLIED FOR; TWO CO'S REQUIRED at premises located at County Tax Map No. 473889 Section 001 pursuant to application dated NOVEMBER Building Inspector to ex~ire on JULY PVT RD OFF E END RD FISHERS ISLAND Block 0001 Lot No. 003.014 29, 2006 and approved by the 24, 2008. Fee $ 751.80 " Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [~/~INAL~-~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /h?~-~/~. DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INFLATION [ ] FRAMING / STRAPPING [~'~INAL~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~,"~ FOUNDATION (1ST) FOUNDATION (2ND) ~S~ATION PER N. Y. STATE E~RGY CODE F~ ~D~ION~ COMMENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. north fork.neffSouthold/ Examined Ill Approved I f~)~"~, 20 0"~ Disapproved Expiration 7/~20 0~ PERMIT NO. ~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following~ before applying? Board of Health 4 sets of Budding Plans Planning Board approval Survey Check Septic Form NYSD.EC Trustees Contact: Mail to: / Building Inspector APPLICATION FOR BUILDING PERMIT Date - ' ' i INSTRUCTIONS ~'- ~a ~31vl~ c°mpletely filled in by typewriter °r in ink and submitted t° the Builthng lnspect°r with 3 sets &plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location &lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Decupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the properW have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition ~ herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code. and regulations, and to admit authorized inspectorsonpremisesandinbuilding for necessary inspections. /~'~ · -(Signatureofapplicantorname ifa corporation) :~o w. ~,~' S-E. $,& I~,. (Mdiling address State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises .~. ~"f'l.l. mo, dl ~'~ d ~J'~,l I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders LicenseNo. Fao4 gt Plumbers License No. ' Electricians License No. - Other Trade s License No. - 1. Location of land on which proposed work will be done: t '"'~" ig'!'c.[ a ~-5,,~.,w,l$1/~'q'd, ~. IV House Number Street Hamlet County Tax Map No. 1000 Section 00l Block / Lot 3.~+ Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and, occupancy .of proposed construction: a. Existing use and occupancy ~t'~le, ~R~h.4 b. Intended use and occupancy ,.~l'O ~ I'~,, 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work 4. Estimated Cost ~00; 00~ 5. If dwelling, number of dwelling units ] If garage, number of cars ,=~ Fee Alteration (Description) (To be paid on filing this application) Number ofdwefling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~[~ t Rear Height ~'~ I o" Number of Stories Dimensions of same structure with alterations or additions: Front Depth ~ q ~ Height 5 '~ '- ~" Dim n i n . (6~ur 8. ' e so sofentlrenewco~s~rluction:Front Height /~ L II" Number of Stories 9. Sizeoflot: Front ~"}'~. ~l~~ Rear ~..~ -~-O 10. Date of Purchase z~" Name of Former Owner Depth Rear ~'~ '~ -~" Number of Stories ,~'/~ Rear ~ ~-' Depth __.3.S 11. Zone or use district in which premises are situated ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be mm-graded? YES NO v/Will excess fill be removed from premises? YES NO 14. N~es of Owner of premises ~ .T~ ~d~ddress Lz~ u~ N~eofArchitect ~ p. ~i~[,~ Address~~o NmeofContractor (n~ ~ ~{~ Add, ss ~g°w:$S~ PhoneNo. ' 15 a. Is this prope~ within 100 f~t of a tidal w~tl~d or a freshwater wetl~d? * · IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMIT~ ~AY BE ~QUI~D. b. ls this prope~ within 300 feet of a tidal wetl~d~ * YES · IF YES, D.E.C. PER~IT~ AY BE ~QUI~D. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) ?) V"M C*P. ]~). ~:~ Ih } I ~F/ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the .~ }e'C~[~I { ~ (Contractor, Agent, Coq>orate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set for[h in the application filed therewith B_w~xm to b0.fore me tlf~l / _ ; ~o. %02R087~8~0 Oual~ in N~ Yo~ Commission fixpims Doe. 3~, 20~ Signature of Applicant REScheck Software Version 3.7.3 Compliance Certificate Permit # Permit Date Project Title: Bidwell House Report Date: 11/21/06 Data filenarne: K:\I-ACTIVE PROJECTS\81-BidweII\Doc\(06)l 1-06Rescheck\Bidwell2.rck Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Pementage: 22% Heating Degree Days: 4910 Construction Site: Fishers Island, NY New York State Energy Conservation Construction Code New York County, New York Detached I or 2 Family Owner/Agent: Truman Bidwell New York, NY (212) 660-3032 Designer/Contractor: Seth Adams Kinlin Rutherfurd Architects 330 W. 38th Street 10th Floor New York, NY 10018 212.695.2988 seth @kinlinruthen~urd.com Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" o.c.: Window 1: Wood Frame:Double Pane: Door 1: Glass: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space: Furnace 1: Forced Hot Air: 85 AFUE 1863 49.0 0.9 48 3370 28.0 0.0 131 432 0.490 212 314 0.440 138 1863 25.0 9.0 71 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Ccde. Builder/Designer Date Company Name Bidwefl House Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 11/21/06 Ceilings: ~1 Ceiling 1: Flat Ceiling or Scissor Truss, R-49.0 cavity insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-28.0 cavity insulation Comments: Windows: r~ Window 1: Wood Frame:Double Pane, U-factor: 0.490 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Doors: [] Door 1: Glass, U-factor: 0.440 Comments: [] Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-25.0 cavity insulation Heating and Cooling Equipment: Furnace 1: Forced Hot Air: 85 AFUE 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 must be sealed. Recessed lights must be 1 ) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible matedals. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [] Materials and equipment must be instaJled in accordance with the manufacturer's installation instructions, [] 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, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ~t Supply ducts in unconditioned attics or outside the building must be insulated to I~ Return ducts in unconditioned attics or outside the building must be insulated to R-4. r-i Supply ducts in unconditioned spaces must be insulated to R-8. I~1 Return ducts in unconditioned spaces (except basements) must be insulated to R- ~1 Retum ducts in unconditioned spaces (except basements) must be insulated to R-2. Bidwell House Page 2 of 4 . Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: [] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [~} Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circurating system. I~ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot 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 fi.om non~lepletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [~] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Tabre 2. Bidwell House Page 3 of 4 Table I : 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 1" Up to 1.25" 1.5" to 2.0" Over 2" 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 Insulation Thickness In Inches by Pipe Sizes Fluid Ternp. Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 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) Bidwell House Page 4 of 4 SHEET LOG ISSUED SHEET DESCRIPTION 01.08,07 AO01 TITLESHEET 01.08,07 AO02 GENERALNOTES 01.08,07 A020 SiTEPLAN 0.1,08,07A031 FIRST FLOOR DEMOLITION PLAN 01.08.07 A032 SECOND FLOOR DEMOLITION PLAN 01,08.07 A033 LOFT DEMOLITION PLAN 01,08,07 A034 ROOF DEMOLITION PLAN 01,08,07 AIO0 BASEMENT CONSTRUCTION PLAN 01,08,07 A101 FIRST FLOOR CONSTRUCTION PLAN 01,08,07 A102 SECOND FLOOR CONSTRUCTION PLAN 01.08,07 A103 ATTIC CONSTRUCTION PLAN 01,08,07 A104 ROOF PLAN 01,08,07 A201 SOUTH ELEVATION 01.08.07 A202 EASTELEVATION 01.08,07 A203 NORTH ELEVATION 01.08,07 A204 WEST ELEVATION 01.08,07 A211 SECTION 01.08,07 A213 SECTION 01,08,07 A430 SECTION DETAILS 01,08,07 A501 WINDOW SCHEDULE 01.08.07 A502 DOOR SCHEDULE 01.08.07 A601 CODE ANALYSIS- 01.08.07 P101 RISER DIAGRAMS 01.08,07 S1 O0 FOUNDATION AND FOOTING PLAN 01.08,07 S101 FIRST FLOOR FRAMING PLAN 0'1,08,07S102 SECOND FLOOR FRAMING PLAN 01.08,07 S104 ROOF FRAMING PLAN 0.1.08,07AIO1-G CONSTRUCTION PLANS 01.08,07 A201-G EXTERIOR ELEVATIONS 01.08.07 A211-G BUILDING SECTIONS 01.08.07 A431-G CONSTRUCTION DETAILS 01.08.07 A433-G CONSTRUCTION DETAILS 01.08.07 ASO1-G WlNDOWSCHEDULE 01.08,07 A601-G CODE ANALYSIS 01.08,07 SI01-G FOOTING &FOUNDATION PLANS 01,08,07 S102-G FRAMING PLANS RETAIN STORM WATEF~ PURSUANT TO SECTK OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. APPROVED AS NOTED DATE' jr--/ PEE,. ~/~ NoT*v SUILD~NG DEPARTMENT A~ FOLLOWING [HSPECT[ONS: 1. FOUNDATION - ~0 REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMLNG & PLUMBING 3, INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF TH~ CODES OF NEW YORK ETATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. BIDWELL HOUSE FISHERS ISLAND, NY. , TAX MAP: 1000 SECTION: 001 BLOCK: 1, LOT 3 14 · PL UMBER CER T/FICA T/ON ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLy SYSTEM CANNOT EXCEED 2/IO OF 1% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PERMIT REVISION 01.08,07 PERMIT SET 1&.17.06 SCHEMATIC DESIGN t0.03.06 SCHEMATIC DESIGN 0S.±7,C6 BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC TITLE PAGE FULL SCALE PROJECT: 83. AO01 L I-INI-I"(/AL INUI 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLB DEPT OF BUILDINGS FOR WORK SHOWN, 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF NEW YORK STATE. 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LIOENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF NEW YORK STATE, 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILI~ INSURANCE POLICE, IN THE AMOUNT OF t~2,000,000, AND WORKMEN'S COMP AND EMPLOYEES' LIABIU~ INSURANCE OOVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. S ALL REQUIRED PERMITS SHALL BE OBTAINED, CONSTRUCTION NOTES 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT) 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES, 5. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUDHT TO THE ATTENTION OF THE DESIGNER AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK, NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRrOR INSPECTION OF EXISTING CONDITIONS. 4. PRIOR TO COMMENCING WORK, ORDERING OE MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE DESIONER AND OWNERS REP. FOR RESOLUTION. 5 DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND ~PICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS iF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY DESIGNER AND OWNER'S REP. FOR CLARIFICATION AND/OR SIMILAR DETAIL, 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE, CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMIND~ ETC, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC, HEREIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTOR'S OPERATIONS. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIRED REQUIREMENTS AND METHODS NEEDEDFOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOOAL GOVERNMENTS FOR EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTArN REQUIRED INSPECTIONS AND SION OFFS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REOARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS, 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. 11 CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKIND FOR ALL WALL MOUNTED FIXTURES, FINISHES AND EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR RECOMMENDATIONS. 15. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. 1¢. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY RESULTING TRASH. 15 SHOP DRAWINGS FOR ALL TRADES PRIOR TO CONTRACTOR SHALL PROVIDE INSTALLATION, AND SAMPLES OF ALL MATERIAL AND COLOR/ FINISHES FOR DESIGNER'S AN[3 OWNER'S APPROVAL. CONTRACTOR SMALL PROVIDE TIMELY AND COMPLETE DATA ON ANY DEVIATION/ SUBSTITUTION FROM CONTRACT DOCUMENTS. 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION, COORDINATE WITH OWNER. 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING ALL PRODUCT DUARANTIES AND WARRANTIES TO TRE CLIENT. 19. CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MAOHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS GIVEN TO BRUCE KINLIN ARCHITECTS. 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOIR TO ORDERING OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY, THESE DRAWINGS ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, HVAC DUCTWORK ECT, I-INIUM NUI bU 1. ENSURE THAT SURFACE TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF rRREGULARITIES DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. 2. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION FOR APPLICATION OF NEW FINISHES. 5, CONTRACTOR TO INSURE DELIVERY AND INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. ¢.. ALL CODE-REQUIRED LABELS SUCH AS "UL" FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES SHALL REMAIN READABLE AND NOT PAINTED 5 THE CONTRACTOR SHALL PATCH SURFACES TO MATOH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES. 6, COORDINATE WITH OWNER'S DESINATED REPRESENTATIVE FOR DELIVERY AND pLACEMENT OF ALL FURNITURE AND WALL HUNG EQUIPMENT. 7. REFER TO FINISH SCHEDULE FOR SPECIFrED FINISHES, 8. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS REDUIRMENTS. PLUMBING NOTES 1. DO NOT SCALE FROM RISER DIAGRAMS. 2, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTROLD AND RS-16. 3. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC REQUIRED. 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SURMISING BID. S. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 8. PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA, PITCH 1/8" PER FOOT MINIMUM, 7. SPACING BETWEEN CLEAN OUTS SHALL NOT EXCEED 50'-0". 8. GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE 9 ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES D.O.B. INSPECTIONS 1. AS REQUIRED BY THE LOCAL TOWN DEPARTMENT OF BUILDINGS CONTRACTOR SHALL NOTIFY DEPARTMENT OF BUILDING FOR REQUIRED INSPECTIONS PRIOR TO PROCEEDING WITH WORK. ALL INSPECTIONS DONE BY BUILDING DEPARTMENT OFFICIALS. 2. ADDITIONAL INSPECTIONS MAY BE REQUIRED AS DIRECTED BY Tide DEPARTMENT OF BUILDING, SEE INSPECTION CARD. 5 CONTRACTOR SHALL INCLUDE 3% + OF CONTRACT SUM FOR CONTROLLED INSPECTIONS IF PERFORMED BY AN ARCHITECT/ENGINEER 4. CONTRACTOR WiLL BE RESPONSIBLE FOR ANY WORK DONE WITHOUT PROPER APPROVALS FROM THE BUILDING DEPARTMENT. LEGEND + EXIST. WALLS & CONDITIONS EXIST. WALLS TO BE REMOMED NEW INTER[OR WALL (SEE PARTITION TYPE & DETAILS) · + NEW EXTERLOR WALL (SEE PARTITION TYPE & DETAILS) SMOKE DETECTOR DOOR TAG WINDOW TAG REVISION CLOUD PARTITION TYPE E = EXISTING N = NEW R = RELOCATED E -- EXISTING N = NEW 02 '/ 303 ¢ DETAIL REFERENCE SECTION REFERIENCE ELEVATION TAG O4/A-2Ol o3 EXTERIOR ELEVATION INTERIOR ELEVATIONS O1 PERMIT REVISION 01,08.07 PERMIT SET 1t,t7.06 SCHEMATIC DESIGN 10,03.06 SCHEMATIC DESIGN 08.:L7.06 REVISION ISSUE DATE BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GENERAL NOTES FULL SCALE PROJECT: 81 AO02 DEMOLITION LEGEND EXISTING WALLS TO REMAIN EXISTIND WALLS TO BE DEMOLISHED q IIIIII I :1/ LIJ I jmmll I mm I BEDRM-5 BATH // II CL BEDRM-4 // BEDRM-2 BEDRM-1 FFI-[- IIII ILl_ ii BATH LAUNDRY REMOVE EXISTING BULKHEAD ACCESS HATCH. NEW ACCESS HATCH TO BE BUILT rNTO NEW DECK PERMIT REVISION 01,08,07 PERMIT SET 11,17,06 SCHEMATIC DESIGN 10.03.06 SCHEMATIC DESIGN 08.17.06 REVISION ISSUE DATE BIDWELL HOUSE FISHERS ISLAND, NEW YORK 01 FIRST FLOOR PLAN DEM ON NOTES 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAl CONTRACTOR), AND COPIES OF ALL REQUIRES INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLAYING ALL PERMITS ON SITE 5 THE CONTRACTOR SBALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO THE COMMENCEMENT OF DEMOLITION THEY ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRflFEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AMC ALL REPAIRS TO TNE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION OR SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORED TO THEIR ORIGINAL CONDITION 4. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED, TNE CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE, ALL DUST PROTECTION WORK TO BE COORDINATED WITH THE OWNER. 5. THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES 6 NO FLAMMABLE LIQUIDS OR MATERIALS SNALL BE STORED AT SITE JOB. 7. AUTHORIZATION MUST BE OBTAINED FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTtiNG OR WELDING WORK. THE OWNER WILL GIVE AUTHORIZATION AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMIT 8 THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK TO DETERMINE WH~HER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATELY AND NOTIFICATION GIVEN TO THE OWNER, 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS WHERE WORK IS OCCURRING, WHERE TRAFFIC HAS OCURRED WHILE IMPLEMENTING WORK, OR WHERE DUST, DIRT, OR DEBRIS HAS MIGRATED THE PARTITION. THESE PERSONNEL SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER. THE OWNER WILL COORDINATE ALL CLEAN UP REQUESTS THROUGH THE CONTRACTOR. HOWEVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR, IN CASES WHERE THE OWNEF'S STAFF MUST CLEAN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WiLL RE BDRNE BY THE CONTRACTOR 10. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK, 11. TO PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURE(S), THE CONTRTACTOR WILL PROVIDE AND PLACE BRACING OR SHORINO WHERE NECESSARY TO PREVENT MOVEMENT AND BE RESPONSIBLE FOR SAFETY AMS SUPPORT OF STRUCTURE. THE CONTRACTOR WILL ASSUME LIABILI~ FOR ANY SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 12. ALL WORK WILL CEASE OPERATION AND THE OWNER NOTIFIED IMMEDIATELY IF THE SAFEr OF THE STRUCTURE APPEARS TO BE ENDANGERED, THE CONTRACTOR WILL TAKE PRECAUT]ONS TO PROPERLY SUPPORT THE STRUCTURE, OPERATIONS WILL NOT RESUME UNTIL SAFETY IS RESTORED, 15. THE CONTRACTOR WILL PROVIDE AND MAINTAIN LIGHTING AND gUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORIES TO PROTECT OCCUPANTS AND WORKERS. 14. TNE CONTRACTOR WILL ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPINO UTILITY SERVICES WITHIN AREAS OF DEMOLITION: DISCONNECT AND STUB OFF, NOTIFY THE AFFECTED UTILITY COMPANY AND OBTAIN APPROVAL BEFORE STARTING THIS WORK, 15. THE CONTRACTOR WILL PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 16, DEMOLITION IS TO DIE CONDUCTED IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW IWORK, INCLUDING THAT REQUIRES FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 17, THE CONTRACTOR WIILL PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JUF?IBDICTION. 18. THE CONTRACTOR WIILL REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. AT NO COST TO THE OWNER 19, BURNING OF MATERIALS ON SITE IS NOT PERMI~ED, 20. THE CONTRACTOR WlILL REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETIION OF WORK, 21. THE BUILDING'S FIRE RATINO ON ALL STEEL (IF ANY) SHALL NOT BE COMPROMISED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INTEGRITY OF THE EXISTING FIRE RATING. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING FIRE RATING AT NO COST TO THE OWNER. 22. THE CONTRACTOR SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF ANY STRUCTURAL COMPONENTS -TYP. KINLIN RUTHERFURD ARCHITECTS, PLLC FIRST FLOOR DEMOLITION PLAN FULL SCALE PROJECT: 81 A031 DEMOLITION LEGEND EXISTING WALLS TO REMAIN EXISTING WALLS TO BE DEMOLISHED EXISTING DOORS TO TO ACCEPT NEW ~/-I T FI-ii T 11-- -- -- I II I I II I II ,I ~ I_!LII I I1_. II 17 T FI-] ~'x"- IIIIIII1[ ~_ Ll ~ lllll IL BE PREPARED REPLACEMENT DOORS. i1 LIVING RM RM II II KITCHEN ..J r' L BATH BEDRM 5 1 SECOND FLOOR PLAN DEMO N NOTES 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), ANB COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK, 2, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPEAYING ALL PERMITS ON SITE, 5, THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICABES PRIOR TO THE COMMENCEMENT OF DEMOLITION, THEY ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION OR SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORED TO THEIR ORIGINAL CONDITION 4 DUST PROTECTION SMALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED THE CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADdOININO SPACE. ALL DUST PROTECTION WORK TO BE COORDINATED WITH THE OWNER, 5, THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES, 6. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORED AT SITE JOB, 7, AUTHORIZATION MUST BE OBTAINED FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY GU%lNG OR WELDING WORK, THE OWNER WILL GIVE AUTHORIZATION AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMI% 8 THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK TO BETERMINE WHETHER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY MAZARBOUS SUBSTANCES iN OR NEAR THE PREMISES ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATELY AND NOTIFICATION GIVEN TO THE OWNER. 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND TNE DUST TIGHT PARTITIONS WHERE WORK IS OCCURRING, WHERE TRAFFIC HAS OCURRED WHILE IMPLEMENTING WORK, OR WHERE DUST, DIRT, OR DEBRIS NAS MIGRATED THE PARTITION. THESE PERSONNEL SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER. THE OWNER WILL COORDINATE ALL CLEAN UP REQUESTS THROUOH THE CONTRACTOR, HOWEVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR, IN CASES WHERE THE OWNER'S STAFF MUST CLEAN UP CONTRACTOR'S WORX, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR 10, THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11 TO PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURE(S), THE DONTRTACTOR WILL PROVIDE AND PEACE BRACING OR SHORING WHERE NECESSARY TO PREVENT MOVEMENT AND BE RESPONSIBLE FOR SAFE~ AND SUPPORT OF STRUCTURE. THE CONTRACTOR WILL ASSUME LIABILI~ FOR ANY SUCH MOVEMENT, SETTLEMENT, DAMAGE OR iNJURY. 12, ALL WORK WILL CEASE OPERATION AND THE OWNER NOTIFIED IMMEDIATELY IF THE SAFETY OF THE STRUCTURE APPEARS TO BE ENDANGERED. THE CONTRACTOR WILL TAKE PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE OPERATIONS WILL NOT RESUME UNTIL SAFEW IS RESTOREB. 15, THE CONTRACTOR WILL PROVIBE AND MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORIES TO PROTECT OCCUPANTS AND WORKERS. 14, THE CONTRACTOR WILL ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILI~ SERVICES WITHIN AREAS OF DEMOLITION: DISCONNECT AND STUB OFF, NOTIFY THE AFFECTED UTILIW COMPANY AND OBTAIN APPROVAl BEFORE STARTING THIS WORK. 15. THE CONTRACTOR WILL PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. EXISTING DOORS TO BE PREPARED TO ACCEPT NEW REPLACEMENT DOORS. 16, DEMOLITION IS TO BE CONDUCTED IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW ~WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE, 17, THE CONTRACTOR WlILL PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES RAWNO JURISDICTION. 18. THE CONTRACTOR WlILL REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 19, BURNING OF MATERIALS ON SITE IS NOT PERMI~ED, 20, THE CONTRACTOR WIILL REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETIION OF WORK. 21, THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE COMPROMISED TNE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INTEGR[~ OF THE EXISTING FIRE RATING, THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING FIRE RATING AT NO COST TO THE OWNER. 22. THE CONTRACTOR SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF ANY STRUCTURAL COMPONENTS -WP PERMIT REVISION 01.08.07 SCHEMATIC DESIGN 10,03.06 SCHEMATIC DESIGN 08,17,0B BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC SECOND FLOOR DEMOLITION PLAN FULL SCALE A032 PROJECT: 81 EXISTING DOORS TO BE PREPARED TO ACCEPT NEW DOORS. DEMOLITION LEGEND I I EXISTING WALLS TO REMArN EXIS,qN6 WALLS TO BE DEMOLISHED RETAIN WALLS AT EXISTINg ATTIC RETAIN WALLS AT EXISTING ATTIC REMOVE EXrSTrNG FLOOR JOISTS TO PREPARE FOR NEW STAIR TO, EXISTING ATTIC 1 LOFT PLAN DEMOLITION NOTES 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE BEMOLEION (INCLUDING TRASN REMOVAL CONTRACTOR), AND COPIES OF ALL REQUIRED INSURANCE CER~FICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK, 2, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLAYING ALL PERMITS ON SITE. 5, THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO THE COMMENCEMENT OF DEMOLITION, THEY ARE TO REMAIN IN PLACE UNTIL ALL WORK NAS BEEN COMPLETED AND WRITEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATrON OR SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORED TO THEIR ORIGINAL CONBmON. 4 DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. THE CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATED WITH THE OWNER. 5, THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES, 6. NO FLAMMABLE LIQUIDS OR k~4ATERIALS SHALL BE STORED AT SITE JOB. 7. AUTHORIZATION MUST BE OBTAINED FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CU~ING OR WELDING WORK. THE OWNER WrLL GIVE AUTHORIZATION AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDEr'S PERMIT. 8. THE CONTRACTOR SHALL CONISULT WITH THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK TO DETERMrNE WHETHER ~HERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HA,ZARDOUS SUBSTANCES fN OR NEAR THE PREMISES ARE DISCOVERED BORING CONSTRUCTIION ALL WORK IS TO STOP IMMEDIATELY AND NOTIFICATION GIVEN TO TNE OWNER 9. THE CONTRACTOR SHALL EMPILOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNEiR, INCLUDING ANY AREA BEYOND THE BUST TIGHT PARTITIONS WHERE WORK IS OCCURRING, WHERE TRAFFIC HAS OCURRED WHILE IMPLEMENTING WORK, QR WRERIE DUST, DIRT, QR DEBRIS HAS MIGRATED THE PARTITION. THESE PERSONNEL SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER. THE OWNER WILL COORDINATE ALL CLEAN UP REQUESTS PHROUGH THE CONTRACTOR HOWEVER, WlHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SMBSEQUENTLM NOTIFY THE CONTRACTOR. IN CASES WHERE THE OWNER'S STAFF MUST CLEArN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11 TO PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURE(S), THE CONTRTACTOR WILL PROVrDE AND PLACE BRACING OR SHORING WHERE NECESSARY TO PREVENT MOVEMENT AND BE RESPONSIBLE FOR SAFEFY AND SUPPORT OF STRUCTURE THE CONTRACTOR WILL ASSUME LIABILIP( FOR ANY SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY 12 ALL WORK WILL CEASE OPERATION AND THE OWNER NOTIFIED IMMEDIATELY IF THE SAFETY OF THE STRUCTURE APPEARS TO BE ENDANGERED THE CONTRACTOR WILL TAKE PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE. OPERATIONS WILL NOT RESUME UNTIL SAFE~ IS RESTORED. 15 THE CONTRACTOR WILL PROVIDE AND MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORIES TO PROTECT OCCUPANTS AND WORKERS. 14 THE CONTRACTOR WILL ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILII~' SERVICES WITHIN AREAS OF DEMOLITION: DISCONNECT AND STUB OFF, NO,FY THE AFFECTED UTILITY 60MPANY AND OBTAIN APPROVAL BEFORE STARTING THIS WORK 15. THE CONTRACTOR WILL PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, IDENTrFY SERVrCE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS 16. DEMOLITION IS TO BE CONDUCTED IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILBINB. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION liN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 17 THE CONTRACTOR WILL PER!FORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. THE CONTRACTOR WILL REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER 19. BURNINB OF MATERIALS ON SITE IS NOT PERMflFED. 20. THE CONTRACTOR WILL RE'ClOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETION OF WORK. 21. THE BUILOJNG'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE COMPROMISED THE CONTRACTOR SHALL BE RE:SPONSIBLE FOR THE INTEGRI~ OF TNE EXISTING FIRE RATING THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING FIRE RATING AT NO COST TO THE OWNER. 22. THE CONTRACTOR SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF ANY STRUCTURAL COMPONENTS. TYP. PF DEMOLITION LEGEND I 1 EXIS~NG WALLS TO REMAIN EXISTING WALLS TO BE DEMOLISHED / / / / / / F L__I EXISTING ROOF AND ROOF STRUCTURE TO BE REMOVED IN PREPARATION FOR NEW ROOF AND ROOF STRUCTURE ,, L RETAIN ROOF AND ROOF STRUCTURE AT EXISTING A TTI C k 01 ROOF PLAN N NOTES 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLAYING ALL PERMITS ON SITE, 5. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO TNE COMMENCEMENT OF DEMOLITION, THEY ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED ANO WRRTEN APPROVAL NAS BEEN RECEIVED FROM THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION OR SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORED TO THEIR ORIGINAL CONDITION, 4. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. THE CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATED WITH THE OWNER. 5 THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES. 6, NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORED AT SITE JOB. 7, AUTHORIZATION MUST BE OBTAINED FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUITING OR WELDINO WORK. THE OWNER WILL GIVE AUTHORIZATION AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMIT. a. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK TO DETERMINE WHETHER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES ARE DISCOVERED DURINO CONSTRUCTION ALL WORK IS TO STOP IMMEDIATELY AND NOTIFICATION GIVEN TO THE OWNER. 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND TNE DUST TIDHT PARTITIONS WHERE WORK IS OCCURRING, WHERE TRAFFIC HAS OCURRED WHILE IMPLEMENTING WORK, OR WHERE DUST, DIRT, OR DEBRIS HAS MIGRATED THE PARTITION THESE PERSONNEL SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER. THE OWNER WILL COORDINATE ALL CLEAN UP REQUESTS THROUGH THE CONTRACTOR. HOWEVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE OWNER'S STAFF MUST CLEAN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BOBNE BY THE CONTRACTOR, 10, THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11, TO PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURE(S), THE CONTRTACTOR WILL PROVIDE AND PLADE BRACING OR SHORING WHERE NECESSARY TO PREVENT MOVEMENT AND BE RESPONSIBLE FOR SAFE~¢ AND SUPPORT OF STRUCTURE, TNE CONTRACTOR WILL ASSUME LIABILIP~ FOR ANY SUCH MOVEMENT, S~LEMENT, DAMAGE OR INJURY. 12. ALL WORK WILL CEASE OPERATION AND THE OWNER NOTIFIED IMMEDIATELY IF THE SAFETY OF THE STRUCTURE APPEARS TO BE ENDANGERED. THE CONTRACTOR WILL TAKE PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE. OPERATIONS WILL NOT RESUME UNTIL SAFETY IS RESTORED. 15 THE CONTRACTOR WILL PROVIDE AND MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORIES TO PROTECT OCCUPANTS AND WORKERS, 14. THE CONTRACTOR WILL ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILIT~ SERVICES WITHIN AREAS OF DEMOLITION: DISCONNECT AND STUB OFF, NOTIFY THE AFFEC%D UTIL[~ COMPANY AND OBTAIN APPROVAL BEFORE STARTING THIS WORN, 15. THE CONTRACTOR WILL PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SER~CES, IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 16. DEMOLITION IS TO BE CONDUCTED IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, LNCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING, PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE, 17. THE CONTRACTOR WILL PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. THE CONTRACTOR WILL REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER, 19. BURNING OF MATERIALS ON SITE IS NOT PERMI%ED. 20. THE CONTRACTOR WILL REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETION OF WORK 21. THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE COMPROMISED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INTECRR" OF THE EXISTING FIRE RATING. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TOTBE EXBT[ND FIRE RATING AT NO COST TO THE OWNER. 22. THE CONTRACTOR SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF ANY STRUCTURAL COMPONENTS. -TYP. EXISTINg WINDOW NEW DIRECT VENT FURNACE CENTER LINE OF EXISTINg COLUMNS NEW CRAWL SPACE LXTENSION 14'-48~" I N CENTER OF EXISTINg FOUNDATION EXISTINg DOOR CENTER LINE OF EXISTINg '~'~- m" COLUMNS EXISTINC UN FINISHED BASE~ F T F ,, EXISTINg WINDOW 0 1 BASEMENT PLAN PERMIT REVISIO I PERMIT SET SCHEMATIC DE~I SCHEMATIC DES;I BIDWELL HOUSE t(INLIN RUTHERFURD ~ BASEMENT CONSTRUCTIO FULL SCALE PROJECT: 81 CONSTRUCTION LEGEND NEW CONS~UC]ION EXISTING WALLS TO REMAIN NEW CONSTRUCTION- CONCRETE A LINE OF EXISTING "--,--' EXTERIOR WALL ~', MODIFY EXISTING OPENING TO ACCOMMODATEI NEW WINDOW.I LINE OF EXISTING EXTERIOR WALL 14' 5~"' , EQ. ' .b EQ, / '1' DRESSING; ROOM MASTERI BATHROOM (1) BATH 3 ~ CL REPLACE -',, EXISTING WINDOW 14' 5" ,OM (I) 4"DIA. STEEL ./-- COLUMN RAISED AREA UP 1¢'_4Z8'' EQ, q, EQ. 13'710"_ BEDROOM 2 UD R~)OM CL ~ ~ ',~ 7,!5,, UIp LAUNDRY PORCH 4'DIA, STEEL COLUMN INSTALL NEW STAIRS AS SHOWN MODIFY EXISTING OPENING TO ACCOMMODATE NEW WINDOWS, / /- REPLACE EXISTING WINDOW INSTALL NEW ACCESS HATCH TO BULKHEAD BELOW /~4 FIRST FLOOR PLAN ~,,,' / PERMIT REVISION 01,08,07 PERMIT SET 11.17.06 SCHEMATIC DESIGN 10,03,06 SCHEMATIC DESIGN 08.17,06 BIDWELL HOUSE FISHERS ISLAND, NEW yQRI~ KINLIN RUTHERFURD ARCHITECTS, PLLC FIRST FLOOR CONSTRUCTION PLAN FULL SCALE PROJECT: 8'1 A101 CONSTRUCTION LEGEND I NEW CONSTRUCTION EXISTINS WALLS TO REMAIN NEW CONSTRUCTION CONCRETE NEW REPLACED DOORS WITH SIDELIGHTS. OF NEW EXTERIOR WALL BELOW DECK MODIFY EXISTING PECK AS SHOWN. NEW REPLACED NEW REPLACED FRENCH SIDELIGHTS. DOORS. DOORS RM LIVING RM CL. ENTRY/ LIBRARY KITCHEN II OPEN TO BELOW 13'-10 1/4" CENTER OF EXISTING COLUMNS STUDY NEW RO( MODIFY OPENING ACCOMMODATE NEW WINDOW. INSTALL NEW WALL AND DOOR. NEW RELOCATED LAVATORY, TOILET AND BATHTUB. NEW WINDOW, INSTALL NEW ROOF. TO SECOND FLOOR PLAN PERMIT REVISION 01.08.07 PERMIT SET 11,17.06 SCHEMATIC DESIGN 10.0:3.06 SCHEMATIC DESIGN 08.17.06 REVISrON ISSUE DATE BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC SECOND FLOOR CONSTRUCTION PLAN FULL SCALE A102 PROJECT: 81 OF REPAIR 2XZ~ WEB MEMBERS UCC CUSTOM TRUSS AND RE-SURFACE FLAT NTER LINE OF RIDGE BEAM u UNFINI ~AE~ITAi~LE WEST EXISTINO FLAT ROOF ri (ISTING AREA OPEN TO BELOW EASi~ ii BN INSTALL NEW INSULATED REPLACEMENT COORS IN LOCATION OF EXISTING DOORS AS SHOWN, LINE OF EXISTING COLUMNS CENTER LINE WEB MEMBERS OF UCC CUSTOM TRUSS OF RIDGE BE 01 ATTIC PLAN INSTALL NEW ROOF, L EXISTING FLAT ROOF EXISTINiG DORMER -- ¥0 REMAIN CENTEIR LINE OF EXISTING COLUMNS -- INSTALL NEW ROOF 0'1 ROOF PLAN FINISH FLOOR ELEV. +19'-6" , ELEV. ,~, T O FINISH FLOOR FINISH FLOOR ELEV, -8'6" 0 1 SOUTH ELEVATION .*, T O RIDGE '~' ELEV +52' 0" ,, T.O FINISH FLOOR ~ T.O FINISH FLOOR ELEV, +9' 1I" PERMIT REVISION 01.08.07 PERMIT SET t t,t7.00 SCHEMATIC DESIGN 10,03.06 SCHEMATIC DESIGN 08.17.06 BIDWELL HOUSE ,, T.O FINISH FLOOR FINISH FLOOR _ ELEV. -8'6" 1 EAST ELEVATION KINLIN RUTHERFURD ARCHITECTS, PLLC EAST ELEVATION FULL SCALE PROJECT: 81 A202 %0 RIDGE ~ ELE¥. +51'-6" T.D FINISH FLOOR '-" ELEV. +19'-6" ELEV, .~. TO FINISH FLOOR 01 NORTH ELEVATION TOVE HOOD VENT .*, TO RIDGE ,.*.%0 FINISH FLOOR "" ELEV +19'-6" FINISH FLOOR i I FINISH FLOOR ELEV. -8'6" 1 WEST ELEVATION EXISTING ATTIC LIVING RM BEDRM-2 BASEMENT EXISTING FLAT ROOF DECK £LEV FINISH FI QQR I1 D FINISH FLOOR D D D O 0 T.O FINISH FLOOR ELEV. 0'- 0" EXISTINC I1 II I1 I LIVING RM FINISH FLOOR BASEMENT EXISTING FLAT ROOF MASTBt OM I 0~ EXISTING SECTION 1 PROPOSED SECTION T.O RIDGE ~ ELEV +.31'-0" ..-, %0 FINISH FI ~' ELEV. +19'-9 TO FINISH FLOOR ELEV. +9'-11" ¢ T,O FINISH FLOOR ELEV. 0'-0" T.O FINISH FLOOR ELEV. -8'6" PREFAB TRUSS IN ATTIC SPACE 01 SECTION PERMIT REVISION PERMIT SET SCHEMATIC DESIGN SCHEMATIC DESIGN BIDWELL HOUSE KINLIN RUTHERFURD ARCHITE SECTION FULL SCALE A2'I PROJECT: 81 U 9,75 Pt N6 ROOF SUB-FLOOR ELEV. +1 9' 9" T.O SUB-FLOOR ELEV. +9'-11" II T.O SUB-FLOOR ELEV. O' 0" T.O SUB-FLOOR ELEV. -8'6" PERMIT REVISION 01.08.07 PERMIT SET 11,t7.06 SCHEMATIC DESIGN 10.03.06 SCHEMATIC DESIGN 08.17.06 REVISION ISSUE DATE BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC WALL SECTION FULL SCALE PROJECT: 81 A430 WIN DOW SC H E D U LE A.L ROU . OPEN.. .,M£.S,O.S MUST.E VER.F.E..N Rough Opening Size Jamb Casing Divided Exterior REMARKS Window# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding 101 101 Master Bedroom G Marvin CIJDH 4022 Double Hung 48,375" 52,875 6" V,I,F, SDL Y White Whrte Clod Zone 3 Impoct Resistant 102 102 Bedroom 2 [. Marvrn (2) CUDH 302B Two Gang Double Hung 72.750" 56.875 B" V.I.F. SDL Y White White Clad Zone 3 Impact Resistant 103 102 Bedroom 2 C Mo~vrn CUDH 3024 Double Hung 36,375" 56,875 6" V.I.F. SDL Y White White Clad Zone 3 Impact Resistant 104 103 Mudroom C Marvin CUDH 3024 Double Hung 36,375" 56.875 6" V.I,F, SDL Y White White Clad Zone 3 Impact Resistant J.05 104 Laundry C MarVin CUDH 3024 Double Hung 36,375" 56.875 6" v.r,F. SDL Y Whrte White Clad Replacement Window 106 104 Laundry A Morvln CUDH 3626 Double Hung 42.375" 80.B75 6" V,l.F. SDL Y White White Clad Replocement Window J.07 105 Bath 2 A MarVin CUDH 3626 Double Hung 42,375" 60.B75 6" V,I.F. SDL Y Whlta White Clad Replacement Window 108 107 Bedroom 3 A Marvin CUDH 3626 DoubJe Hung 42,375" 60.875 6" V.I.F. SDL Y WhTte Whlte Clad Replacem ant Window 109 107 Bedroom 3 A Marvin CUDH 3626 Double Hung 42.375" 60,875 6" VJ,F, SDL Y White White Clad Repl,acement Wrndow 1~.0 107 Bedroom 3 C Marvin (2) CUDH 3024 Two Gang Double Hung 72.760'~ 56.875 6" VJ,F, SDL Y White White Clod Repl,acement Window 111 108 Bath 3 H Ma~rvin CUDH 16:[.2 Double Hung 22.375" 32.875 6" V,I,F, SDL Y Whrte White Clad Replacement Window ~.~.2 109 Master Bath C Ma~rMn CIJDH 3024 Double Hung 36.375" 56.875 6" V.I.F. SDL Y White White Clod Replacement Window 113 110 Dressing Room C MarVin CUDH 3024 Double Hung 36,375" 56.875 6" V,I.F. SDL Y White Whlta Clad Zone 3 Impact Resistant :L:L4 ~.10 Dressrng Room L Marvin (2) CUDH 3026 Two Gang Double Hung 72.750" 56.875 6" V.I.F. SDL Y White White Clad Zone 3 Impact Resistant 115 IO:L Master Bedroom G Marvin CLJDH 4022 BouP[e Rung 46,375" 52.875 6" V.I.F, SDL Y Whrte White Clod Zone 3 Impact Resrstant 201 201 Living Room F Marvin CUDH 40BB+CUDHTR 4012 Double Bung+Transom 46,375" 84.5625 6" V,I.F, SDL Y White White Clad Replacem ant Window 202 202 Library D Marvin CUDH 2624 Double Hung 32,875" 56,875 6" V.I.F, SDL Y White White Clad Replacement Window 203 202 Library C Marvin CBDH 3024 Double Hung 36.375" 56,875 6" V,I,F, 8DL Y White White Clad Replacement Window 204 202 Library D Marvin CUBH 2624 Double Hung 32.375" 56,875 6" V,I,F, SDL Y White White Clad Replacement Window 205 203 Study C Marvin CIJDR B024 Double Hung 36.375" 56,875 6" V.I.F. SDL Y Whlta White Clad Replacement Window 206 203 Study C Ma~Mn CBDH 3024 Double Hung 36,375" 56,875 6" V,I,F, SDL Y Whrte White Clad Zone 3 Impact Resistant 207 203 Study A Marvin CUDH 3626 Double Hung 42,375" 60,875 6" V,I,F, SDL Y White White Clad Replacement Window 208 204 Bath 4 A Marvin CUDH 3626 Double Rung 42,375" 60,875 6" V,[.F, SDL Y White White Clad Replacement Window 209 205 Living Boom Landing B Marvin CIJDH 2822 Double Hung 34,375" 52.875 6" V,I.F. SDL Y White White Clad Replacement Window 210 206 Kitchen K Marvin CUDH 36J.6 Double Hung 41.375" 40,375 6" V.I,F. SDL Y White White Clad Replacem ant Window 21~ 206 Kitchen K Marvrn CUDH 36~.6 Double Hung 41,375" 40,375 6" V.I,F. SDL Y Whlta White Clad Replacement Wrndow 212 207 Drnlng Boom D Ma~vrn CUDH 2624 Double Hung 32.375" 56,875 6" V.I.F. SDL Y White White Clad Replacement Window 213 207 Dining Room C MarVin CUDH 3024 Double Hung 36.375" 56,875 6" V.I.F. SDL Y White White Clad Replacement Window 214 207 Dining Boom D Marvin CBDH 2624 Double Hung 32.375" 56,875 6" V.I.F. SDL Y Whrte White Clad Replacement WInBaw 215 201 Living Room F Marvrn CUDH 4028+CUDHTR 4012 Doubre Hung+Transom 46.37B" 84,5625 6" V,I,F, SDL Y Whrte White Clad Replacement Window 30~. 304 Attic B Marvrn CUDH 2822 Double Hung 34,375" 52,875 6" V,[.F. SDL Y White White Clad Replacement Window 302 305 West Attic E Marvin CCMF 4032 Frcture Frame 41" 31,625 6" V.I.F. SDL Y White White Clad Zone 3 Impact Resrstant 303 302 East Attrc g Marvin CCMP 4032 Prcture Frame 41" 31.625 6" V.I.F. SDL Y Whlta White Clad Zone 3 Impact 8esrstant PERMIT REVISION PERMIT SET SCHEMATIC DESIGN SCHEMATIC DESIGN BIDWELI. HOUSE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITEE: WINDOW SCHEDUL FULLSCALE PROJECT: 81 DOOR SCHEDULE Jamb Rough Opening Dim. Hardware Remarks Door ID# Room ID# Room Name Type Manufact. Product # Description Handing Screen Grills Depth Casing Width Height Set 101 101 Master Bedroom C Marvrn ClFD 5068 XX R Clad Inswlng French Doom V.I.F. 61.625 82,5 Zone 3 Impact Resistant 202 106 Entry Hall E Marvin ClFD 3065 X R Clad Inaw[ng French Door V.I.F. 36,9375 79.25 RepJacement Door 203 106 Entry Hall D Marvin CIFB 2665 X R Clad Inswlng French Door V,I,F, 30.9375 79.25 Replacement Door 20:2 202 Lf¥1ng Room A Marvin CIFB 5068 XX R + CFDT 50&6 Clad Inswfng French Boors + Transom V.I.F. 6&,625 i00,5 Replacement Door 202 202 Library B Marvin CIFD 2668 SL + CFDT i6i6 Clad Jnswln~; French Boor + Transom VJ.F. 20,875 i00,5 Replacement Door 203 202 Library A Marvin CIFB 5068 XX R + CFDT 5026 Clad Ir~swin~ French Doors + Transom VJ,F, 6i.625 200.5 Replacement Door 204 202 Library B Marvin CIFD i668 SL + CFDT i626 Clad Inswln8 French Boor + Transom V.I.F. 20,875 200.5 Replacement Door 205 207 Dining Room B Marvin CIFD 1668 SL + CFDT &616 Clad Inswlng French Door + Transom V,I.F. 20.875 200.5 Replacement Boor 206 207 Dlnln¢ Room A Marvin CIFD 5068 XX R + CFBT 5026 Clad Inswlng French Boors + Transom V,I.F. 6:2,625 3.00.5 Replacement Boor 207 207 Dining Room B Marvin ClFD &668 SL + CFDT :26:26 Clad Inswlng Frenc~ Boor + Transom V,I,F. 20,875 200.5 Replacement Door 302 302 Attic C Marvin ClFD 5068 XX R Clad Inswln~; French Doors V.I.F. 6:2,625 200,5 Replacement Door 302 302 Attfc F Marvin ClFD 2665 0 Clad Inswin8 French Boor V.hF. 30,9375 79,25 Replacement Boor 303 30i AtOc F Marvin ClFB 2665 0 Clad Inswm8 French Door V,I.F, 30.9375 79.25 Replacement Door NOTES' 1. DOOR TRIM TO BE INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED, 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN, 5. DOORS WHICH GO INTO EXISTING FRAMING; VERIFY DIMENSIONS IN FIELD AND CONSULTANT W/ARCHITECT IF ANY DISCREPANCIES 4. DOORS Ih, EXISTING WALLS; PATCH WALL AS REQUIRED TO RECIEVE NEW TRIM. PERMIT REVISION 01.08.07 SCHEMATIC DESIGN 10.03.06 SCHEMATIC DESIGN 08.17.06 BI DWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC DOOR SCHEDULE FULL SCALE A502 PROJECT: 81 BIDWELL HOUSE - FISHERS ISLAND TABLE R301,2(1) CLIMACTIO AND GEOGRAPHIO DESIGN CRITERIA Snow Load 45 Wind Speec (MPH) 120 Seismic Design Category SUBJECT TO DAMAGE FROM Frost Line WeatheringI Dep, lh I ModemteTermite SlightioDecay Winter Iceshleld Design UndeNay Flood Tamp Required? Hazard 11B Yes N/A 08 DESIGN CRITERIA CODE ANALYSIS: USE/OCUPANCY: R5 (4 BEDROOM DETACHED SINGLE FAMILY) HEIGHT AT RIDGE: Bl'-O" FIRE AREA: 2967 9Q FI. (TOTAL, EXISTING + ADDITION) ~PE OF CONSTRUCTION: ~YPE 5 DESIGN CRITERIA: PRESCRIPTIVE FRAMING MATERIAL: DOUGLAS FIR #2 THE NEW ROOF AND THE NEW ADDITION ARE DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGFI WEND ADDITION FOR 120 MPH WIND SPEED CATEGORY. EVERY NEWV SLEEPING ROOM IS TO HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING WITH A SILL HEIGHT OF NOT MORE THAN 44" ABOVE TNE FLOOR WITH A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (MINIMUM 20" WIDTH AND 2z'' HEIGHT). SMOKE ALARMS MUST BE PROVIDED AS PER NFPA 72 - SECTION R $17.1. LATERAL FRAMING AND SHEAR CONNECTIONS All lateral framing and shear connecSons for the roof assembly are to be made in accordance with table 3.1 of the W.F.C.M, This nail~n§ schedule shown below is that schedule with all values included. UPLIFT CONNECTIONS: All roof to wall, wall to wail, and wan to foundation connections meet ar exceed the requirements from tone 3.5B or B.B in the W.F.C.M. 1. Connectors specdications exceed the uplift load, lateral load, and shear load requMements specified in table manufacturer's spedRcations (see drawing 04). 05 CODE ANALYSIS Nailing Schedule FROM WFCMI 3 NAILING SCHEDULE § 1204.1 Ge neral. Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings In accordance with Section 12042 or shall be provided with arMflclal light in accordance with Sect]un 12043. Extedor glazed openrnge shall open directly onto a public way or onto a yard or ceua Jn accordance with Section 1205. §1202.4.1 Ventilation area required. The mfnlmum openable area to the outdoors shall be 4 percent of ~he floor area being ventilated. §1204,2 Natural light. The minimum net glazed area shall not be less than 8 percent of the Poor area of the VENTING VENTING OLAZfNG GLAZING ARIIFIC.MECH, ROOM# SQ FT AREA PERCEN1 AREA PERCENT LIGHTINGVENTING square fL square 101 296 46,75 15.8% 65,5 22.1% YES 102 214 17.25 8.0% 41.5 19 3% YES 103 42 5.5 13.0% 13.75 32.7% YES 104 34 13.0 38.2?0 31.75 93.4% YES 105 136 7.5 5.5% 17 25 12.7% YES 106 273 36.75 13.5% 20.0 7.3% YES 107 153 27.0 17.6% 89.5 45,4% YES 108 40 2,0 5,0% 5,0 12.5% YES /09 134 6,0 4,5% 14,0 10,4% YES 110 103 17,75 17,2% 41,5 40.2% YES 201 285 52.25 18.3% 95,0 33.3% YES 202 186 49.5 26,5% 108.0 58,1% YES 203 122 15.75 12.9% 37.0 30,3% YES 204 41 7.5 18.370 17.25 42,1% YES 205 32 5.0 15,6% 12.0 37.5% YES 206 168 15.0 8,970 34.75 20.770 YES 207 207 49.5 25.9% 108.0 52.2% YES 301 172 34.5 20.1% 70.0 40.7% YES 502 167 0.0 0.0% 9.0 5.4Z YES 303 39 5.0 12.8% 12.0 30.870 YES 304 43 O.O 0.0% 0.0 0.0% YES 305 167 0.0 0.0% 9,0 5 4% YES 07' LIGHTING & VENTILATION SIMPSBN H8 SIMPSBN HD]OA SIMPSON CONNECTORS INSTALLATION NOTES: - ALL HOLDOIWNS USE ~" STUD MACHINE BOLTS (HDGA - 2, HDBA - 3, HDIOA 4) AND S~EL N'YLON LOCKING NUTS ALL ANCHOR BOLTS ARE 7~,, DIAMETER FRAMING AT INSTALLATION LOCAtiONS WILL BE DOUBLED AND NAILED 3" O.C. MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS - BOLN HOLES SHALL BE A MINIMUM OF ,1~2" TO A MAXIMUM OF ~" LARGER THAN THE BOLT DIAMETER (PER 1997 NDS, SECTION 8.1.21) - STANDARD WASHERS ARE REQUIRED ON STUB BOLTS AGAINST WOOD. NO WASHER IS REQUIRED ON LOAD TRANSFER PLATE OF HOLDOWN - HOLDOWN WILL BE LDCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWN8 OCCUR WHERE TWO HOLDOWNS ARE iNSTALLED ON THE GAME MEMBER, ONE HOLDOWN WILL BE INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE RRBT HOLDO~VN ANCHOR BOLT NUTS SHOULD BE FINGER-qONT PLUS ~ TO ~2 TURN WITH A WRENCH, WITH CONSIDERATION GIVEN TO POSSIBLE EUTURE WOOD SHRINKAGE CARE SHOULD BE TAKEN NOT TO OVER-TORQUE TNE NUT. - STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NbS, SECTfON 8.1.2.4) 2 HOLDOWN INSTALLATION (2) SrMPSON NDIOA~,.I SIMPSON HDIO^ Et2) SIMPSON HD10A / PREFAB TRUSS IN UNINHABITABLE ATTIC SPACE BASEMENT iI l (2) SIMPSON HD10A[ SIMPSON HD10A I SIMPSON HDIOA 06 HOLDOWN' LOCATIONS SIMPSON NDIOA I 1 CONNECTOR LOCATIONS PERMIT REVISION 01.08.07 PERMIT SET 11.17.06 SCHEMATIC DESIGN 10.03,06 SCHEMATIC DESIDN 08.17.06 BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC CODE ANALYSIS FULL SCALE PROJECT: 81 A601 PLUMBING NOTES 1. DO NOT SCALE FROM RISER DIAGRAMS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLB AND RS-16. 3. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 4. VERIFY RELB CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6, PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 7, SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 8. GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. 9. ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. VENTTHROUGH ROOF (N) 3"0 STACK VENT (N) 4 0 C.V. LINE - (N) SINK (N) DISH WASHE (N) COOK TOP SECONDFLOOR-KITCHEN (N) 3"0 C,V. LINE CLEANOU' (N) (N) TUB (N) (N) 3"0 STACK VENT (N) (N) SiNK FIRST FLOOR- MASTER BATHROOM 3LEANOUT (N) 3"OC.V, LINE 2"0 VENTTHROUGH ROOF (N) TUB SECOND FLOOR- BATHROOM 4 (N) 3"0 STACK VENT (N) (N) WC 2"0 (N) 3"0 C.V. LINE CLEANOU (N) 4"0 C.V. LINE (N) SiNK (N) WC (N) TUB (N) TUB (N) 3"0 STACK VENT (N) (N) WC CLEANOUT FIRST FLOOR- BATHROOM 3 (N) 3"0 C.V. LINE ~ (N) EXISTING 4"0 C.V. LINE FIRST FLOOR- BATHROOM 2 ~ (N) EXISTING 4"0 C.V. LINE CLEANOUT (N) DRIER (N) 3"0 C.V. LINE (N) WASHING MACHINE FIRST FLOOR- LAUNDRY ROOM -1'-10" ,1' 14'-618" 1'-10" OF FOOTING AT BELOW FINISH GRADE POURED CONCRETE FOUNDATION WALL ABOVE NEW CONCRETE FOOTING 02 FOOTING PLAN g CENTER NEW CONCRETE FOUNDATION WALL ALONG II LINE OF EXISTING COLUMNS II 10" / 14' 2~" OF NEW FOUNDATION WALLTOP OF EXISTING FOUNDATION WALL i~//~LINE OF NEW CONCRETE FOO3NG BELOW z PILES FOR DECK ~//--LINE OF EXISTING CONCRETE FOOTING BELOW / 01 FOUNDATION PLAN II . I i F E 1~ X 11~ kVL BI'JOIST PERMIT REVISION 01.08,07 SCHEMATIC DESIGN 10,03.06 SCHEMATIC DESIGN 08.17.06 BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC FIRST FLOOR FRAMING PLAN FIRST FLOOR FRAMING PLAN FULL SCALE S101 PROJECT: 81 2" X 12" JOIST HANCER 1 ~"Xl~ ~" LVL (2) 1 ~*' X 11 ~" EVE (~) [ I r · I I II '1 ,I ®1 ~ENTRY PORCH ROOF LVL RIMJOIST PERMIT REVISION 01.08.07 PERMIT SET 11.17.06 SCHEMATIC DESIGN 10.03.06 SCHEMATIC DESIGN 08.17,06 BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC 0 1 SECOND FLOOR FRAMING PLAN SECOND FLOOR FRAMtNG PLAN FULL SCALE PROJECT: 81 S102 L rtl ®1 PERMIT REVISION 0t.08.07 PERMIT SET ii.i7.06 SCHEMATIC DESIGN t 0,03.00 SCHEMATIC DESIGN 08.17.06 REVISION ISSUE DATE BIDWELL HOUSE FISHERS ISLAND, NEW YORK -- EXISTINg ROOF TO REMAIN KINLIN RUTHERFURD ARCHITECTS, PLLC 01 ROOF ROOF FRAMING PLAN FULL SCALE PROJECT: 81 S104 NEW ASHPALT SHINGLES ON 15 LB. ASPHALT FELT UNDERLAYMENT ON ~" EXTERIOR GRADE PLYWOOD SHEATHING I I 03 ROOF PLAN i/,~'=~'-o' 12'-0" 12' 0" 24'-0" SECOND FLOOR PLAN 24'-0" 5'-3" 6' 9" OVERHEAD GARAGE DOOR (TYP, FOR 3) 12'-0" WOOD STAIRS (GC TO - PROVIDE SHOP DWG'S. PRIOR TO FABRICATION) (SEE DTL 5, SHT. A.~51) 6" CONC, SLAB W/WWF ON VAPOR BARRIER ON 4" GRAVEL BED (2) 2 x 10 LINTELS BEARING EA. SfDE 1/2" 31/2" 0 1 FIRST FLOOR PLAN 1 T 0 RIDGE ELEV, 19'-1I-1/4" T 0 FINISHED FI ELEV. 10'-0" ELEV. ASPHALT SHINGLES ON 15 LB. ASPHALT FELT UNDERLAYMENT ON ~" EXTERIOR GRADE PLYWOOD SHEATIND NEW WOOD SIDIN8 ON BUiLDiNG PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 X 4 WO, STUDS 8 INSULATION BETWEEN STUDS o4 ELEVATION T.O RIDGE ~ ELEV, ELEV, ?1 % T.O BASEMENT SLAB ELEV 0'-0" 3 ELEVATION T 0 RIDGE ELEV, 19'-11-1/4" T,O FINISHED F ELEV. 10-0 T,C) SI AR , O~ ELEVATION T,O FINISHFO FI ,~L 0 1 'ELEVATION SCHEMATJC DESIGN 0S.t7.06 BIDWELL GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC ELEVATIONS FULL SCALE PROJECT: 81 A201-G T,O RIDGE ELE¥. 19'-11 1/4" FINISHED FL.,J ELEV. lo'-o"/- ELEV. ASPHALT SHINGLES ON 15 LB, ASPHALT FELT UNDERLAYMENT ON ~" EXTERIOR GRADE PLYWOOD SNEATING CONC. SLAP W/WWF VAPOR BARRIER ON 4' CRAVEL BED (SLOPE 1/8" PER FOOT) 5' 10 1/4" 10.25 12 NEW WOOD SIDING ON BUILDING PAPER ON 5/4" EXTERIOR CRADE PLYWOOD ON 2 x 6 WD STUDS ©16" o.c, W/R-13 iNSULATfON BETWEEN STUDS SCHEMATIC DESIGN 08.17,06 REVISION ISSUE DATE 81DWELL GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC 01 SECTION SECTIONS FULL SCALE A211-G PROJECT: 81 TYP. EXTERIOR WALL-N.T.S. NEW EXTERIOR FINISH TO MATCH EXISTING (SEE ELEVATIONS) 2 x 6 WOOD STUDS © 16" o,c. (WP,) R-13 INSULATION 5/8" FC "X" GYP. BO. 1 LAYER PER SIDE (FINISH TO EXTEND TO CEILING) 5/8" EXTERIOR GRADE GYP. BD. SHEATHING OR 3/4" EXTERIOR GRADE PLYWOOD SHEATHING -- BUILDING PAPER BASE AT WALL PLYWOOD SUBFLOOR AT TREAD AND RISES FULL STRINGER 5/8" OYP CARRIAGE FIRE BLOCKING 02 ,TZF'. STAIR DETAIL ~/2~wooD F~NISN FLOORING NOfCRED STRINGER TYP j__---RIDGE FLASHING ..... j---CLASS "A" ASPHALT ROOFING ~_-JJ- OVER 15 LB ROOFING FELT AND ~-J 3/4" EXTERIOR-GRADE PLYWOOD .... -- SHEATHING T.O RIDGE ,~ EL,: GU~E CONTINUOUS VENT 6" CONC. SLAB-- W/WELDED WIRE MESH (SLOPE 1/8" PER FDOT) SECOND FLOOR EL: +10'-0" -- WOOD SIDING ON BUILDING PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD, STUBS 8 16"oc, W/R-13 INSULATION BETWEEN STUDS 2 x W BOTTOM PLATE TOP OF SLAB ~EL.: 0'-0" EXISTING GRADE :1 6mm VAPOR BARRIER VERTICAL REBAR 24"0.C. ,I POURED CONC, FOUNDATION TO TOP OF FOOTING EL: 4'-6" 0 1 SECTION TO RIDGE EL,: +19' 11-1/4''%1~' SECOND FLOOR ~_ EL: +10'-0" WOOD SIDING ON BULLDINO PAPER ON 3/4* EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS 8 16" o.c. W/R-15 INSULA~ON BETWEEN STUDS 2 x ,4- BOTTOM PLATE~ 6mm VAPOR EiARRIER~ CRUSHED STONE TOP OF SLAB ~EL.: O' 0" EXISTING GRADE TO TOP OF FOOTING %EL,; 4'-6" 1 WALL SECTION WI N D OW SC H E D U L E ALL.OUG. OPE.'"G D, ME.S,O.S MUST 1st Floor Rough Opening Size Jamb Casing Divided Exterior REMARKS Window# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding 01 Garage A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51.75" 44.875" 6" V.I.F. SDL Y White White Clad 02 Garage A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51,75" 44,875" 6" V,I.F. SDL Y White White Clad 03 Garage A Marwn MULLED UNIT (2) CUDH 2018 Double Hung 51.75" 44.875" 6" V.f.F. SDL Y White White Clad 04 Garage A Marvin MULLED UNIT (3) CUDH 2018 Double Hung 51.75" 44.875" 6" V,I,F, SDL Y White White Clad 05 Garage A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51,75" 44,875" 6" V,I,F, SDL Y White White Clad 2nd Floor 06 ] Storage/Recreation B Marvin CUDH 2018 Double Hung 26.375" 44,875" 6" V.I.F. SDL Y White White Clad 07 Storage/Recreation B Marvin CUDH 2018 Double Hung 26,375" 44,875" 6" V.I.F. SDL Y White White Clad NOTES: 1. WINDOW TRIM INSTALLED BY MANUFACTURER UNLESS OTNERWISE NOTED. 2 VERIFY ROUGH OPENING DIMENSIONS WrTH DIMENSIONS ON CONSTRUCTION PLAN, 5, WINDOWS WHICH 00 INTO EXISTING FRAMING; VERIFY DIMENSIONS IN FIELD AND CONSULTANT W/ ARCHITECT OF ANY DISCREPANCIES. WINDOWS IN EXISTING WALLS; PATCH WALL AS REQUIRED TO RECIEVE NEW TRIM. PERrdlT SET SCHEMATIC DESIGN 11.17,06 08.17.06 REVISION iSSUE BATE BIDWELL GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC WINDOW SCHEDULE FULL SCALE PROJECT: 81 A501-G (2) SfMPSON ND10A ~ (2) SIMPSON HDIOA ~ (2) SIMPSON NO10AJ (2) SIMPSON NDIOA 208A STRAP SIMPSON SIMPSON ND10A ~ 03 HOLDOWN LOCATIONS SIMPSON N81 SIMPSON MDIOA ] O 01 CONNECTOR LOCATIONS ,/4'. T',' P I 10" POURED CONCRETE FOUNDATION WALL [ _l ABOVE ~ [ , I 10" × 10" LINE OF CONCRETE P/LAR CONCRE~ FOOTING r ABOVE i I , I i ' ¢1 i j' - ..... %~ -T ...................................... 2 FOOTING PLAN SLAB AT GARAGE DOOR = 0'_0"h _~ T.O, FOOTING ,I 04 SLOPE 1/8" PER FOOT ~- 2#6 FOUNDATION DETAIL AT GARAGE DOOR T.O, SLAB AT GARAGE DOOR EL. = 0'-0" iT,O, FOOTfN6 EL. = SLOPE 1/8" PER FOOT ~2 #6 03 FOUNDATION DETAIL 10" POURED CONCRETE FOUNDATION WALL I 10" x 10" LINE OE CONCRETE I CONCRETE PILAR ?OOTING BELOW ELEV' 0'- 0" I I I r I~ I 11'-2" i I 2(-0" 1 FOUNDATION PLAN PERMIT SET 11.17,06 SCHEMATIC DESIGN 08.t7.06 BIDWELL GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC FOOTING & FOUNDATION PLANS FULL SCALE Si01-G PROJECT: 81 UCC COMMON TRUSS @36" O,C. UCC COMMON TRUSS ~36" O,C. UCC COMMON TRUSS @BM" O.C. UCC COMMON TRUSS ~36" 0 C. UCC COMMON TRUSS @56" UCC COMMON TRUSS @56" O.C ....... ~C~ ~ON TRUSS~36" ~.~- ....... ....... ~T co~o~ f~uTs %;7'%.E ..... LOOKOUTS TO BEAR ON DROPPED GABLE END TRUSS TO SUPPORT RAKE OVERHANG UCC COMMON TRUSS 856" 0 C. UCC COMMON TRUSS @36" O,Q UCC COMMON TRUSS @36" O,Q UCC COMMON TRUSS @56" 0.C. I UCC COMMON TRUSS @36" O.C. ucc COMMON TRUSS ©35" O,C. UCC DROPPED ~ABLE EN~ TR~SS I IIIIlllll -ucc ~M~ ~R~s~- ~6'~ o7~ '' I UCC COMMON TRUSS @36" O.C. ~ -- --~UCC C~OM-MO~ TRU~S-~B6"~O.C~ + UCC COMMON TRUSS @36" O.C. I UCC COMMON TRUSS @36 0 Q --! .... !- J- L_J_ d _L I LIcc DROPF~ED GABLE~ENDI TRU~S I LOOKOUTS TO BEAR ON DROPPED GABLE-END IRUSS TO SUPPORT RAKE OVERHANG PERMIT SCHEM~ REVISION ISSUE BIDWELL KINLIN RUTHER~ ~'~ FRAMING PLAN: SECOND FLOOR 0 1 FRAMING PLAN: ROOF FRAMING FULL SCALE PROJECT: 81 TAX MAP: 1000 SECTION: 001 BLOCK: 1, LOT 3,14 RESIDENCE L=124.g4' R=577.54' EDGE OF PAVEMENT NEW ADDISON ' NON CONFORMING LOT R120 ZONING NEW GARAGE~-.,..... STONE DRIVEWAY MON. (f-ND,) IF~ON PIPE SITE PlaN PERMIT REV]SION 01.08.07 PERMIT SET 11.17.06 SCHEMATIC DESIGN 10,03.06 SCHEMATIC DESIGN 08.17.06 BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC SITE PLAN FULL SCALE A EXISTING A WINDOW 14' 5~" CENTER LINE OF - EXISTING COLUMNS NEW DIRECT VENT FURNACE NEW CRAWL SPACE 1]-XTENSION BASEMENT 14'--481'' CEDAR q STORAGE CENTER LINE OF EXISTING FOUNDATION EXISTING DOOR, EXISTING COLUMNS EXISTING WINDOW 0 1 BASEMENT PLAN J PERMIT AMENDMENT 06,05,09 PERMIT REVISION 0~L.08.07 PERMIT SET 11.17.06 SCHEMATIC DESIGN 10.03.06 SCHEMATIC DESIGN 08.17.06 BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH S~ EL=T, l~lH FLOOR TEL (2~.) 695-2988 BAS E M E NT X CONSTRUCTION PLAN FULL SCALE AiO0 PROJECT: 81 OF 2X4 WEB MEMBERS UCC CUSTOM TRUSS LE ~EST NTER LINE OF RIDGE BEAM INSTALL NEW INSULATED REPLACEMENT DOORS- IN LOCATION OF EXISTING DOORS AS SHOWN. CENTER LINE OF EXISTING COLL L NEW DECK ON EXISTING _ FLAT ROOF I EXISTING ATTIC AREA OPEN TO BELOW UN ,F, rNISH E[~ A~IC " EAS~ --CENTER LINE OF RIDGE BE 2X4 WEB MEMBERS OF UCC CUSTOM TRUSS ACCESS DOORS 01 A"FrlC PLAN PERMIT AMENDMENT 06,05.09 PERMIT REVISION 01.08.07 SCHEMATIC DESIGN 10.03.06 SCHEMATIC DESIGN 08.17.06 BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC A'i'rlC PLAN FULL SCALE A103 PROJECT: 81 PLUMBING NOTES 1. DO NOT SCALE FROM RISERDIAGRAMS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS-16. 3. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6. PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 7. SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 8. GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. 9. ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. (N) COOK TOP (N) SECOND FLOOR- KITCHEN VENT THROUGH ROOF (N) 3"0 STACKVENT (N) 4"(3 C.V. LINE (N) SINK -2"0 "0 (N) 3"0 C,V. LINE CLEANOUT (N) SHC (N) (N) 3"0 STACK VENT (N) (N) SINK 2"0 (N) TUB FIRST FLOOR- MASTER BATHROOM CLEANOUT 3"0 C.V. LINE VENTTHROUGH ROOF (N) 3"0 STACK VENT (N) SINK 2"0 THIRD FLOOR- BAR SINK (N) 3"0 C.V, LINE CLEANOUT (N) 4"0 C.V. LINE VENTTHROUGH ROOF (N) 3"0 STACKVENT (N) (N) TUB (N) WC SECOND FLOOR- BATHROOM 4 (N) 3"0 C,V, LINE CLEANOUT (N) 4"0 C.V, LINE (N) SINK (N) 3"0 STACK VENT (N) SINK ~WC (N) TUB FIRST FLOOR- BATHROOM 3 CLEANOUT (N) 3"0 C.V. LINE - (N) EXISTING 4"0 C.V. LINE (N) (N) TUB FIRST FLOOR- BATHROOM 2 (N) EXISTING 4"0 C.V. LINE CLEANOU7 (N) DRIER (N) 3"0 C.V. LINE WASHING MACHINE FIRST FLOOR. LAUNDRY ROOM PERMIT AMENDMENT O6,05.09 PERMIT REVISION O1.08,O7 PERMITSET 11.:!_7.O6 SCHEMATIC DESIGN iO,O3.O6 SCHEMATIC DESIGN 08.3.7.06 BIDWELL HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC RISER DIAGRAMS FULL SCALE P101 PROJECT: 81