Loading...
HomeMy WebLinkAbout38015-Z ,o.FFO(,f F.� Town of Southold Annex 6/10/2013 9` SUc 3p� �Gy P.O.Box 1179 y 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36252 Date: 6/10/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Private Rd, Fishers Island, SCTM#: 473889 Sec/Block/Lot: 4.-5-5.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/13/2013 pursuant to which Building Permit No. 38015 dated 5/13/2013 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: additions and alterations, including deck and covered porch, to an existing one family dwelling as applied for. This Certificate of Occupancy has been corrected for the application date, which is the same date as the permit renewal. The certificate is issued to Polk, Samuel (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. Joseph Hirschfeld 4/8/09 PLUMBERS CERTIFICATION DATED 9/25/09 3061826 A . ' ed ignat e SAMUEL S. POLK 444 East 82"d Street Apt. 12T New York,NY 10028 June 5, 2013 Southold Building Department Town of Southold Town Hall Annex PO Box 1179 53095 Main Road Southold,NY 11971 Ladies and Gentlemen: I am enclosing a copy of the Certificate of Occupancy which was issued on May 23, 2013 in connection with my house at Fishers Island. I note that the Certificate of Occupancy provides that the Application for Building Permit filed in your office is dated"1/1/1900." I would appreciate it if you would let me know whether this should be corrected. Thank you. Sincerely, SSP:mpf Samuel S. Polk OF OF l� Town of Southold Annex 5/23/2013 c 0 oG , P.O.Box 1179 54375 Main Road Southold,New York 11971 col � �a°Lip' CERTIFICATE OF OCCUPANCY No: 36252 Date: 5/23/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Private Rd, Fishers Island, SCTM#: 473889 See/Block/Lot: 4.-5-5.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/l/1900 pursuant to which Building Permit No. 38015 dated 5/13/2013 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: additions and alterations, including deck and covered porch, to an existing one family dwellingas s applied for. The certificate is issued to Polk, Samuel (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 3061826 9/25/09 PLUMBERS CERTIFICATION DATED 4/8/09 oseph Hirschfeld Auth d Si ture 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) 3 S PERMIT NO. 32815 Z Date MARCH 19, 2007 Permission is hereby granted to: SAMUEL S POLK 634 GUARD HILL RD BEDFORD,NY 10506 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS 'APPLIED FOR at premises located at PRIVATE RD FISHERS ISLAND County Tax Map No. 473889 Section 004 Block 0005 Lot No. 005 . 016 pursuant to 'application dated MARCH 13 , 2007 and approved by the Building Inspector to expire on SEPTEMBER 19, 200 _ Fee $ 1, 267 . 60 l W Aut oriz 'd Signature ORIGINAL Rev. 5/8/02 ti Form No.6 TOWN OF SOU T HOLD BUILDING DEPARTMENT TOWN HALL E n 14 f1 E 765-1802 D �f APPLICATION FOR CERTIFICATE OF OCCUPA DEC 7 2009 This application must be filled in by typewriter or ink and submitted to the Building De rtme t with the following: A. For new building or new use: BLDG.DEPT. 1. Final survey of property with accurate location of all buildings,property lines,st TOWN OF SOUTHOLDaura or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from 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 and installations,a certificate of Code Compliance from 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 a consent 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,Alterations 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 of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: X (check one) Location of Property: PGA eA)(ac T L S_ki.°Lyl House No. Street Hamlet Owner or Owners of Property: _aryl �. foo 1, Suffolk County Tax Map No 1000, Section Block 0005 Lot OOS , ®(b Subdivision Filed Map. Lot: Permit No. SZZ Date of Permit. Q Applicant: .)O-41 l S . P4 1!L Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ p ®o. o o Applicant Lq , 5 a r�cPc l jMPrJPLL rJPLLPLPL PLPLPd-d3-L3Pd-cPLPLPLr PLPLLPI:PI'L3PLL Pr l'cPI�IJ�IJ�rl,''I,'r:'j..l'r:Pr_I'r l'rJ�rJ�rJ�rJ�rJ�rJ�rJ�r.J�rJ�r..11i?Pr�rJ�rJ�rJ�rJflJ�rJ�rJ�rJ�rJ�r__I a 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 5 5 . Upon the application of upon premises owhed by 5 5 5 5 5 5 BD ELECTRICAL CO INC SAMUEL POLK 5 5 102 GREENWICH AVE 1180 TOP OF THE WORLD 5 5 GREENWICH,CT 06390, FISHERS ISLAND, NY 06390 5 Cj Located at 5 5 1180 TOP OF THE WORLD FISHERS ISLAND, NY 06390 S 5 rj Application Number: Certificate Number: 5 3061826 3061826 5 Section: Block: Lot: Building Permit: 5 5 0 BDC:ns11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: C� 5 5 Basement,First Floor,Outside, ! 3 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the25th Day of September, 2009. 5 5 Name OTY Rate Rating Circuits Tvoe 5 5 Alarm and emergency equipment 5 Sensor 2 0 0 Carbon Monoxide 5 5 Appliances and Accessories 5 5 Air Conditioner 2 0 Above 15000 BTU 5 5 Dish Washer 1 0 1.2 KW 5 5 Exhaust Fan 4 0 F.H.P 5 Furnace 2 0 Gas 5 Oven 2 0 50 Amps 5 5 Service 5 5 Service Disconnect: 1 200 cb5 5 Service1Phase3wService 5 Rating200Amperes 5 5 Wiring And Devices 5 Dimmer 7 0 120 V5 5 Fixture 17 0 Fluorescent 5 Fixture 32 0 Low Voltage 5 Fixture 78 0 Incandescent 5 Receptacle 2 0 20a-laundry Appliance Receptacle 2 0 30a Dryer seal 5 Continued on Next Page I of 2 5 5 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 o ���������������������������������� �������������������l,rLL �� a C] [PL3r1:3 rC- E.],r 'iJ�L3rQ L3r Jr@[Jf[1L3[1�[1cPrJ�GI[.I�[1�Cf[J�[1�[J�[1�[1�[J�[1�[![J�[J�[J�[J�[J�[J�[1�rJC1�rJ�[J�[1�[J�[1[1�[.nc17[r[J�[J�[J�[J�rJ�rJ[.nrJ�L3rL3 r PLrL3rrJ� 5 BY THIS CERTIFICATE OF COMPLIANCE, THE_, 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S 5 BUREAU OF ELECTRICITY 5 FULTON STREET - NEW YORK, NY 10038 55405 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 S 5 BD ELECTRICAL CO INC SAMUEL POLK 5 102 GREENWICH AVE 1180 TOP OF THE WORLD 5 C5� GREENWICH, CT 06390, FISHERS ISLAND, NY 06390 5 5 Located at 1180 TOP OF THE WORLD FISHERS ISLAND, NY 06390 5 5 Application Number: 5 5 3061826 Certificate Number: 3061826 c5 5 Section: Block: Lot: Building Permit:0 BDC:nsl1 5 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Outside, 5 5 A 5 5 visual Inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Cj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the25tb Day of September, 2009. 5 5 Naine OTY Rate Rating Circuits Type 5 5 Receptacle 10 0 GFCI 5 Receptacle 93 0 Gen,Purpose 5 5 Switch 62 0 "Gen,Purpose 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 seal 5 2 of z 5 5 5 5 5 5 is certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 o ���LL3rQ . I���������������������������������� o Tmvb Ift'" 5300.Main Roads � Fax(631)465.1823 P.Q.BOX 1179 .� 'reSe�ha�ta(d31)765-� 600ftld,Xt%Yoik 1197j.0059 , A3UI;t f WO R3E ARTMEW TOWN OF SOUTaHOLD CERTIFICATION Date: O Oct Building Permit No. 3 S Owner: I" ►V. ��Q.�'1�11X1L�- R3 l (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plulnl5ers Signature) Sworn to before me this--�— day of l4 ! 20 7 . Notary Public, 20 stibn-LCounty GEORGE E.PEAsom jR. NOTARY.O€ TRrj, MY COMMISSION EXPikt-c.vA—.si.2010 REScheck Software Version 4.0.1 CNJ/ Compliance Certificate Report Date:03/01/07 Data filename:C:\Documents and Settings\Susan Young\My Documents\1 Client Folders\Anne 8 Sam Polk\Polk.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: - Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic): 995 21.0 0.0 47 Skylight 1:Metal Frame with Thermal Break:Double Pane with 6 0.300 2 Low-E: Skylight 2:Metal Frame with Thermal Break:Double Pane with 6 0.300 2 Low-E: Skylight 3:Metal Frame with Thermal Break:Double Pane with 6 0.300 2 Low-E: Wall 1 (west):Wood Frame,16"o.c.: 613 21.0 0.0 24 Window 1 2nd fl n:Wood Frame:Double Pane with Low-E: 19 0.300 6 Window 2 2nd fl n:Wood Frame:Double Pane with Low-E: 19 0.300 6 Window 3 2nd fl middle:Wood Frame:Double Pane with Low-E: 29 0.300 9 Window 4 ist fl kitchen:Wood Frame:Double Pane with Low-E: 16 0.300 5 Window 5 ist fl kitchen:Wood Frame:Double Pane with Low-E: 16 0.300 5 Window 6 ist fl kitchen:Wood Frame:Double Pane with Low-E: 16 0.300 5 Window 7:Wood Frame:Double Pane with Low-E: 16 0.300 5 Door 1:Glass: 55 0.300 17 Wall 2(east):Wood Frame,16"o.c.: 613 21.0 0.0 35 Wall 3(north):Wood Frame,16"o.c.: 535 21.0 0.0 25 Window 13(2nd fl w):Wood Frame:Double Pane with Low-E: 16 0.300 5 Window 14(2nd fl e):Wood Frame:Double Pane with Low-E: 16 0.300 5 Window 15(2nd fl middle lower):Wood Frame:Double Pane with 18 0.300 5 Low-E: Window 16(2nd fl middle upper):Wood Frame:Double Pane with 5 0.300 2 Low-E: Window 17(1st fl w):Wood Frame:Double Pane with Low-E: 24 0.300 7 Window 18(1st fl w):Wood Frame:Double Pane with Low-E: 24 0.300 7 Wall 4(south):Wood Frame,16"o.c.: 535 21.0 0.0 26 Window 8(2nd fl w):Wood Frame:Double Pane with Low-E: 16 0.300 5 Window 9(2nd fl e):Wood Frame:Double Pane with Low-E: 16 0.300 5 Window 10(2nd fl middle lower):Wood Frame:Double Pane with 23 0.300 7 Low-E: Window 11(2nd fl middle upper):Wood Frame:Double Pane with 5 0.300 2 Low-E: Window 11(1 st fl w):Wood Frame:Double Pane with Low-E: 18 0.300 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 995 2L0 9.0 31 Crawl 1:Solid Concrete or Masonry: 995 9.0 0.0 139 Page 1 of 7 Wall height:5.0' Depth below grade:3.0' Insulation depth:3.0' Inside below-grade depth:1.0' 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 Code. Name-Title Signa a Date AACy�� ABS F0 cc a LP p266�1 TF OF N� Page 2 of 7 I i REScheck Software Version 4.0.1 Inspection Checklist Date:03/01/07 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1(west):Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2(east):Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑Wail 3(north):Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4(south):Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1 2nd fl n:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes No Comments: ❑ Window 2 2nd fl n:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 3 2nd ft middle:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4 ist fl kitchen:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 5 ist fl kitchen:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 6 ist fl kitchen:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: Page 3 of 7 #Panes Frame Type Thermal Break?—Yes No Comments: ❑ Window 13(2nd fl w):Wood Frame:Doubie Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 14(2nd fl e):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 15(2nd fl middle lower):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?—Yes No Comments: ❑Window 16(2nd fl middle upper):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 17(1st fl w):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 18(1st fl w):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8(2nd fl w):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 9(2nd fl e):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10(2nd fl middle lower):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 11(2nd fl middle upper):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 11 (1st fl w):Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?—Yes No Comments: Skylights: ❑ Skylight 1:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.300 Page 4 of 7 #Panes Frame Type Thermal Break?—Yes No Comments: ❑ Skylight 2:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.300 #Panes—Frame Type Thermal Break? Yes No Comments: ❑ Skylight 3:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.300 #Panes Frame Type Thermal Break? Yes No Comments: - Doors: ❑ Door 1:Glass,U-factor.0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist(Truss:Over Unconditioned Space,R-21.0 cavity+R-9.0 continuous insulation Comments: Crawl Space Walls: ❑Crawl 1:Solid Concrete or Masonry,5.0'ht/3.0'bg/3.0'ext.insul/li ff inside bg depth,R-9.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder. ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-4. ❑ Supply ducts in unconditioned spaces are insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Page 5 of 7 Ll Separate electric meters exist for each dwelling unit. Fireplaces: Lj Fireplaces are installed with tight fitting non-combustible fireplace doors. LI Fireplaces have 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: Lj Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Page 6 of 7 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(*F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Piping System Types Range ff) Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 7 of 7 o�soFFnt�co TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38015 Date: 5/13/2013 Permission is hereby granted to: Polk, Samuel 444 E 82nd St New York, NY 10028 To: additions and alterations to an existing one family dwelling as applied for. Replaces 34935. At premises located at: Private Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 4.-5-5.16 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 11/12/2014. Fees: PERMIT RENEWAL $633.90 CO -ADDITION TO DWELLING $50.00 Total: $683.90 Buildi g In pector 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. 34935 Z Date AUGUST 14 , 2009 Permission is hereby granted to: SAMUEL S POLK 634 GUARD HILL RD BEDFORD,NY 10506 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 32815 . at premises located at PRIVATE RD FISHERS ISLAND County Tax Map No. 473889 Section 004 Block 0005 Lot No. 005 . 016 pursuant to application dated AUGUST 14 , 2009 and approved by the Building Inspector to expire on FEBRUARY 14, 2011. .Fee $ 1, 267 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 SUSAN E. YOUNG ARCHITECT 215 WEST 88TH ST., NEW YORK, NY 10024 - (212) 724-7204 / (212) 72;4=9779`('kX'X November 28, 2007 ©FC �j 3 Southold Building Department Town of Southold Town Hall Annex Box 1179 -� 53095 Main Road Southold, NY 11971 Re: Amendment to Permit District 1000,E ^#e 25 Anne and Samuel Polk - Owners To Whom It May-Conce n: The enclosed drawings A-1, A-3, A-4, A-5 and A-6 reflect changes to our project as follows and replace the drawings of the same numbers on file. Changes are as follows: 1. The owners want one story rather than two stories,on the east wing. 2. Rebuild the existing portion of the house and replace the existing deteriorated foundation with a poured foundation and connect to the existing in place septic just as before by filing ayrepair to the septic. Our contractor, B D Remodeling, says it would be easier and better to rebuild the existing portion of the house rather then try to repair it. The block foundation is deteriorated allowing the intrusion of termites and rodents. The structure is constructed of undersized joists, rafters and studs (2x4) materials. Upgrading to code would be very difficult. We want to stick with our design, but accomplish it by rebuilding the existing portion over a new poured foundation. Lot coverage, setbacks and height remain in compliance. The footprint is similar. The number of bedrooms (four) remains unchanged but there is one less powder room. One of the four bathrooms is now located in the basement which is 50 percent above grade where a sleeping room is shown. We hope that you can approve our amendment so that we can get building shortly. Thank you, S �usan (-ou� .,� .A. E. FIELD IN REPORT DATE COMMENTS UP y FOUNDATION(1ST) - d ------------------------------------ d . FOUNDATION (2ND) 0 ) ROUGH FRAMING& PLUMBING y Cfi ey G / r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS O ch o z rn.. 1 y G o x x d b y TOWN OF SOUTHOLD PROPERTY RECORD CARD 7SME E T VILLAGE DIST. SUB. LOT SUB OWNER 1k 1A.C R. E I L- 4 � R OWNER N T-,--r , FORME tc:, -c� 111- 0 T y-N S w CODE DATE OF CONSTRUCTiOi� + r-94 b F I "Ca 0 --- LAND IMP. TOTAL DATE REMARKS sa,4c- i oco-ra t,Z93)i,.3Q S, AtJ 0 Ll he P z v + mito -2 = r7 it 31)4/oq 61 FRONTAGE ON WATER --' GE ON ROAD Woodland cx:� Meadowlond DEPTH House Plot BULKHEAD ■!i!i!■ii■■i■ii!■.1i■ !!!i■!S■!!i!■liiM■!M ■■■■Oi■■EiitSOMlMl1■ moons■MEN■■■■■■■MOON IM N■i■EilSEtEii■!iMIME ME ME 9_r' SOME■ii■ii■O so ma Imo, NOR MEEi■�ii�■M■iiMOON no as ��!■iE■SEE■ OMO■iiMEl:...� c , =• _ iM■iiilElliis■lMftlE■ fi ■!ii■�i■!!■MEN■■!■!MR E MEN MENEM - - ■■!MOSER" , ■ ■MMEEi! Foundation Fire Place 1 • Rooms 2nd Floor 1�s��s�0■�s���■ale■B■0om ME ■o 'r:'``'?."fir•:;- `;: 3 i ��.■■�■■■■■■■■�■■�■�■��■■�■�■ e- -=:� ��� ■■■■1�■i�1i■ilk■■■■it■■■■■■■i■■i _ �- b�t��ll-t�■�i�iii�!■�■1�1i■■■ii■i1■■ - - • -- - -- _ - -� - _- - !■i■�■�!�s�i��i■L�l11iR■i■■sit■■■ __ ._ . .. - liii■>■■lJ1�'1i■■■i�iFii■■■■■!■■■ - _ 1 - • _ - ■■■■■i■iii■EL!■■�i■■■■■■■■■�! !!■liiiaiU■ ■m MEM■■i■i■■i - - - - - : - ■■■■1'Gir�i��iii�i■■■iii■■!ir■■�■ ■ir■■it■■■■ir■■!■i■r■i■t■■■■ ■■i■■■■■1■i■ii■i■■■1i■i■i■ii■!■■ ■■ri■■■»iiri■■iii■■■■■■■■t■■■■■ -_T . . Basement _ • ' J. �® Finished S. Ubraryl , 1. • �� ■■ Studye C oF so�Tyo ��LAC1 coul 1,N`� TOWN OF SO TH LD BUILDING U O DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKSX6 5 � r �V 1 DATE INSPECTOR '1 C, �OF SOUryolo I coutm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I NS ATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L Ld. s �- 1 16 4L C7dd,-.54 DATE INSPECTOR i .TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey www.northforLnet/Southold/ PERMTT NO. 30`^^W('S'C� Check Septic Form N.Y.S.D.E.C. Trustees Examined 1, 20 Contact: Susan E. Young, R.A. Approved 20 Mailto:215 West 88th St. Apt.6h Disapproved a/c New York, NY 10024 Phone: 712 724-7204 Expiratio 20 INkn _q. . a or,.; . I 1.... ;1 t APPLICATION FOR BUILDING PERMIT MAR 1 3 2C.07• J! Date March 1 ,20 07 f 1 y INSTRUCTIONS da:,This application MUS be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 1"e of plaiw,.,.haute-'Io1 Wmialscale.Fee according to schedule. b.Plot plan showing location of 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 Occupancy. £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 property 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 of a 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 as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signs rsf h c� r name,if a corporation) Sus �(orurg 215 West 88th St., Apt. 6H, N.Y. , NY 10024 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Architect Name of owner of premises Samuel and Anne Polk (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 License No. By Owner Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Private Road off East End Road Fishers Island House Number Street Hamlet County Tax Map No. 1000 Section 004 Block s Lot 5.16. Subdivision Leib/Danforth Filed Map No. 4/30/1990 Lot 4-4-5_9 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: �: P ' a. Existing use and occupancy single family resi denrg- b. Intended use and occupancy Single familyresidence ' 3. Nature of work(check which applicable):New Building Addition x Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $10 0,0 0 0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 l, 1/2 If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N.A. 7. Dimensions of existing structures,if any:Front 2 7' Rear 55, Depth 3 6' Height 15' Number of Stories___I_ Dimensions of same structure with alterations or additions: Front s2' Rear s2 Depth 36 Height 911 Number of Stories 2 8. Dimensions of entire new construction:Front 54' Rear 2 7' Depth 3 6' Height 21' Number of Stories 2 9. Size of lot:Front 70' Rear 36 0_, Depth 459' 10.Date of Purchase 1990 Name of Former Owner Leib & Danforth 11.Zone or use district in which premises are situated R-12 0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO x 13.Will lot be re-graded?YES_NO x Will excess fill be removed from premises?YES_NO x 634 Guard Hill Rd. P.O. Box 456 14.Names of Owner of premises SamuelPolk Address Bedford. NY Phone No. 914 234-3261 Name of Architect Susan Young—Address2ls w.sest,NY=Phone No 212 7 "4-7 "04 Name of Contractor Irving Fenner Address Phone No. a6n 62s 3796 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO x *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 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) SS: COUNTY OF New Yo4k Susan E. Young being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate 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 forth in the application filed therewith. Sworn to before me this - day of� id 0 Notary Public - S�a ure of Applicant MICHIAEL ROBERTS Nctasy rui D Is., .fete of New York No. 31-4732348 Quollfied In Now York County ConnmisSIon Expires June 30, 200 16-2 E N8 N 17-6 n r c 17-5 16-19 t3-39 N 13-3A Oo co C 00 � N ,/ 17-1 19-1A p ! ►� a� cV n E S000, 11/ 17-40 17-2 13-DD t 7-3 ^� toa 0 t0 LOT 1 w n a Cto HOCOMOUMT 16-4 16-2 ^` O co // \ 1 4H CN a 1J-4 O V \ IRON PIN 0� � 16-1 v U (FOUND) 17-4E CHOCOMOUNT 16=5 LOT 2 •V � Y O U V] v 0M 0 16-� � O LOT 3 FISHERS ISLAND CHOCOM N WATER WORKS V) C Ow 2LOS + t0 w> tY 2 16-10 Q) U C_ 0 ELEC. TRANS. poi u16-14 16-12 �s mi V & METER EXISTING SITE 16_11 PORTION U) m 7 ,. WATER TANK 5-7, 15-12 �nK', 16-13 ORTION 15-6. 15 . 1 6 12 I PORTION W : I 15-6 I 1 3 PORTION 15-11 PORTON ! `' c APPROX, 4-7-4 I I LOCATION A' V I WATER SERVICE LOCATION MAP SCALE 1 "=400' H / i ! 1 / N/F / APPROX. ---i LOCATION / BURIED UTILITIES ANNE H. POLK . � wooD PARCEL 1 OF LOT 3 CHOCOMOUNT j FENCE (VACANT LAND) ► I BURIED PROPANE 1 GRAVEL DRIVE 3� h� TANK � r s? 0 � ,i N/F • ' FISHERS ISLAND WATER WORKS CORP. � I I i BLOCK 5 LOT 6 A c 3 i 20'— SEPTICFz: d ' r� rp rts :, , TANK p E g,'� r "� 2 '� ,, .R %a� : u'� MAP REFERENCES 97,; 1a3r A _ ;-; ^d :`.Pt, - rr.: w;,.•,.,:,, :,fit },• 'i. F B ,,r;.-.A,t ,,. rF .;,';yE,' j �, 'i'.'``? ;. ;s,,Y>F: 1.) MINOR SUBDIVISION P ,LAN PROPERTY OF SAMUEL S. POLK LOT 3 E .,4 . ,.r o LIMITS of T, IS ERS ISLAND NEW YORK. SCALE 1"=50' CHANDLER, PALMER & Di` ' ;4•,s; '.';a,..s;,ti CLEARING CHOCOMOUN FISH KING NOLWICH, CONNECTICUT AP o I R L 30, 1990 ADDITIONS AND REVISIONS 9 JAN G 92 ADDITIONS AND REVISIONS 19 MAY 92. LEACHING H ° POOLS 0 I n J 0 NOTES Q o K Y 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO O 0 BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Z ENGAGEMENT, ILO C O Z 2.) IT IS + VICLATiOiJ OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLE!'S � L` • D Z SEPTIC TIE S ACTING ENDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN 0 ITEM IN ANY WAY. POINT LENGTH w O Z > Q 0 O AD 30.,3 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S � 0- � � AE 28..9 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 0 W = — U AF 37..0 THE LAND SURVEYOR. 0 —1BD 14.5 BE 11.5 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC _ ..I BF 13.3 SURVEY TRIANGULATION STATION CHOCOMOUNT 2. Q (n Q ry�ra BG 23.,7 z 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, BH 37„6 PARCEL 2 OF BI 34„4 SECTION 004, BLOCK 5, LOT 5.016. \� LOT 3 H BK 50„0 6.) TOTAL AREA = 2.44t ACRES, CHOCOMOUNT AREA = 2.44f ACRES CG 17,4 7,) SITE IS LOCATED IN R-120 ZONE. ` CH 30.8 1 06,2gsf S.F. CI 22..1 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM. \ CJ 43..1 \ CK 37.3 a 1n z 0 z a -- — O q w w a 0 O z 4/ t N/F a 6, ,�^f HELEN HAMILTON' �O N/F F N BLOCK 16 LOT 12 H 2 (SINGLE FAMILY RESIDENCE Q 0 w FISHERS ISLAND DEVELOPMENT CORP. MUNICIPAL WATER p n It BLOCK 16 LOT 14 ON SITE SEPTIC SYSTEM') 0 0 (VACANT LAND) o co m N I 1 0 c I N O 0 0 0 w z w w L� Y U z O (If' O Li � = O J d m o 0 U U LL z \�\ DATE: NOV. 3, 2009 QUALITY CONTROL CERTIFICATION \ LEGEN 0� SCALE: 1 " = 30' V \ GROUP REVIEWED PATE u, o NIF \\ PROJECT MANAGER t( -S d f FISHERS ISLAND \ �\� N/F NOW OR FORMERLY SURVEY ENVIRONMENTAL DEVELOPMENT CORP. CIVIL BLOCK 16 LOT i3 ^F ^ SQUARE FEET SHEET 30 15 0 30 r STRUCTURAL (VACANT LAND) RETAINING WALL 1 OF 1 GRAPHIC SCALE IN FEET ARCHITECTURAL FILE 3 LOT COVERAGE COMPLIANCE 1. UNDER SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD, FOR LOTS BETWEEN 80,000 14. ALL FRAMING SHALL CONFORM TO THE STANDARDS SPECIFIED IN THE WOOD FRAME CONSTRUCTION LEGEND: MANUAL 1995 SBC HIGH WIND EDITION FOR ONE-AND TWO-FAMILY DWELLINGS. FIGURES ARE PROVIDED Q) AND 119,000 S.F., LOT COVERAGE MAY NOT EXCEED 20%. HEREWITH IN THE SPECIFICATION SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. 50.00' 2. CALCULATIONS: 15.STRUCTURAL DESIGN LOADS: INTERIOR NON-BEARING WALL OF: TRA 3 1/2"STUD WALL, 1 LAYER 5/8" FIC CIRCLE AS PER THE CODE OF NEW YORK STATE RR301.2.1., CONSTRUCTION IN THIS HIGH WIND REGION (ABOVE 110 GYPSUM BOARD BOTH SIDES ALLOWABLE LOT COVERAGE: SQUARE FEET IN 1 ACRE X NUMBER OF ACRES =ALLOWABE LOT COVERAGE MPH) SHALL BE AS PER THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY TOTALLING 4 3/4". DWELLINGS, 1995 HIGH WIND EDITION. (43,560 S.F. X 2.44 X .2 = 106,286.4 S.F.) PRESCRIPTIVE DESIGN CRITERIA SHALL BE USED BASED ON THE UPDATED"WOOD FRAM CONSTRUCTION INTERIOR BEARING OR PLUMBING • PROPOSED LOT COVERAGE: 4.1 % OR 4355 S.F. MANUEL FOR ONE-AND TWO-FAMILY DWELLINGS 2001 EDITION." WALL OF: SITE PLAN LEGEND o (4355 S.F. /106,286 S.S. X 100 = 4.1%) 5 1/2"STUD WALL, 1 LAYER 5/8" IIJ WIND LOAD: GYPSUM BOARD BOTH SIDES FASTEST MILE WIND SPEED (MPH) ASSUMED AT 120. EXPOSURE CATEGORY C. TOTALLING 6 3/4" . [� NEW CONSTRUCTION WATER AND SEWERAGE: PROVISIONS: F_­I EXISTING STRUCTURE /- SEISMIC LOAD: HATCH REPRESENTNG INTERIOR SPACE / SITE IS SERVICED BY MUNICIPAL WATER AND AN ON SITE SEWAGE DISPOSAL SYSTEM CONSTRUCTED IN 1983 AS PER THE CODE OF NEW YORK STATE FIGURE RR 301.2 (2) THE SUBJECT PROPERTY LIES IN SEISMIC DESIGN EXTERIOR WALL OF: % CATEGORY B. UNDER RR 301.1.1 SEISMIC PROVISIONS OF THE CODE SHALL NOT APPLY. 5 1/2"STUD, 1 LAYER 5/8"GYPSUM HATCH REPRESENTING DECK AREAS OPEN TO SKY / WHICH IS IN COMPLIANCE WITH THE STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY ® SEISMIC USE GROUP: 1 BOARD TO THE INTERIOR, 5/8" ff V � DEPARTMENT OF HEALTH AND ADEQUATE FOR THE PROPOSED USE. GRAVITY LOADS: ONSULATION AND 5/8"SIDING TO NEW/WEST WING EXISTING GENERAL NOTES ROOF LOADS(PSF): THE EXTERIOR TOTALLING 7 3/8" . oRlvewAY RAFTERS 4 PSF / 1. BEFORE STARTING WORK,THE CONTRACTOR SHALL OBTAIN AND POST ALL REQUIRED PERMITS AND SHALL NEW TOW L SHEATHING 3 PSF EXISTING ;,i<,``R 'r:= VERIFY EXISTING DIMENSIONS AND CONDITIONS AT THE BUILDING AND REPORT ANY DISCREPANCIES TO THE ROOFING 3 PSF SMOKE DETECTOR SD / SEPTIC i` z <: ' `°' ''�� ARCHITECT. INSULATION 1 PSF DEAD LOAD 12 PSF CARBON MONOXIDE DETECTOR co 2. ALL WORK SHALL CONFORM TO APPROVED PLANS, ALL APPLICABLE BUILDING CODES RULES AND AS PER NEW PORK STATE CODE SECTION RR301.5,WHERE LIVE LOAD>DEAD LOAD THE ROOF SHALL BE DESIGNED FOR THE LIVE LOAD. SECTION 7/10- � .; �� REGULATIONS. RECONCIGURE R ENLARGE DECK I LIVE LOAD = 45 PSF (GROUND SNOW LOAD:45 PSF AS PER FIGURE 1608.2"GROUND SHOW FOR NEW YORK RECONSTRUCT EXISTING STRUCTURE 3. ALL WORK IS TO BE IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL CODE,AND ANY OTHER STATE, BUILDING CODE OF NEW YORK STATE) HEET / WITH MINOR CHANGES. APPLICABLE CODES. IF ANY WORK DESCRIBED IN THE CONTRACT DOCUMENTS IS FOUND TO VIOLATE �\ 1 REPLACE DETERIORATED MASONRY / oory FOUNDATION. SIDE APPLICABLE CODES THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY BEFORE STARTING WORK. 2ND FLOOR LOAD(PSF): YARD JOISTS 4 / 20 ABBREVIATIONS: / 4.THE CONTRACTOR SHALL MAKE CONTINUOUS OBSERVATIONS OF THE STRUCTURE DURING THE PLYWOOD 3 PERFORMANCE OF THE WORK. SHOULD THE CONTRACTOR BECOME AWARE OF ANY SITUATIONS THAT FINISH FL. 4 A.F.F. ABOVE FINISHED FLOOR REQUIRE FURTHER INVESTIGATION OR STUDY (SUCH AS CRACKS IN MASONRY,STRUCTURAL DEFECTS IN THE PARTITIONS 6 DEAD LOAD = 17 @ AT \ i BUILDING OR FOUNDATION,ADDITIONAL DEFLECTIONS, ETC.) HE OR SHE SHALL NOTIFY THE ARCHITECT. LIVE LOAD = 30 AS PER TABLE 1607.1 BUILDING CODE OF NEW YORK STATE B.O. BOTTOM OF BSMNT. BASEMENT �o \ 5. ALL STAIRS SHALL BE AS PER AS THE INTERNATIONAL RESIDENTIAL CODE SECTION RR 314. 1ST FLOOR LOAD(PSF): C.H. CEILING HEIGHT JOISTS 4 CL CENTER LINE PLYWOOD 3 CMU CONCRETE MASONRY UNIT SECTION\ Q04, BLOCK 5, LOT 5.9.1 6.ALL EXITS SHALL BE AS PER INTERNATIONAL RESIDENTIAL CODE SECTION RR 311. FINISH FL. 4 2. 4 ACRES PARTITIONS - 6 C.T. CERAMIC TILE \ 7. INSTALLATION OF ALL BUILDING MATERIALS SHALL BE AS PER MANUFACTURER'S INSTRUCTIONS. DEAD LOAD - 17 DET DETAIL 2p LIVE LOAD - 40 AS PER TABLE 1607.1 BUILDING CODE OF NEW YORK STATE _-� EL ELEVATION ? � \ 8.CONSULT OWNER BEFORE DISCARDING OWNER'S FIXTURES HARDWARE OR FITTINGS. EQ. EQUAL CONTRACOR TO PROVIDE PRE-CUT STRUCTURAL PANELS FOR WINDBORNE DEBRIS PROTECTION. PANELS TO . F.F. FINISHED FLOOR, j 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE AND FOR KEEPING BE V"THICK CDX PLYWOOD OR BETTER. FASTEN WITH y2" #8 WOOD SCREWS OR LONGER AT 16"O.C. FASTEN F.A.I. FRESH AIR INLET \/ ti TO DOOR AND WINDOW FRAMES IN THE EVENT OF GALE OR HURRICANE FORCE WINDS. F.P.S.C. FIRE PROOF SELF CLOSING OUT UNAUTHORIZED PERSONS. LAV. LAVATORY 36�6e 10. DRAWINGS AND NOTES CONTAINED IN THIS SET ARE AN INSTRUMENT OF SERVICE AND AS SUCH REMAIN WIND SUBJECT TO DAMAGE FROM MIN MINIMUM T THEY MAY NOT BE COPIED, EXCERPTED OR REUSED BY OTHERS OR USED GROUND i SEISMIC WINTER ICE SHIELD THE PROPERTY OF THE ARCHITECT. SNOW SPEED a Frostllne FLOOD NOM. NOMINAL SIZE OF LUMBER FOR ANY OTHER PURPOSE THAN FOR WHICH INTENDED OR ISSUED WITHOUT THE EXPRESS PERMISSION OF THE LOAD (M.P.H.) DESIGN Weathering a depth b TERMITE c DECAY d DESIGN UNDERLAYMENT HAZARDS h O.C. ON CENTER v CATEGORY g TEMP f REQUIRED ARCHITECT. PERP. PERPENDICULAR 45 120 M.P.H. B SEVERE 36" M-H I S-M 1 1 YES B ± PLUS OR MINUS SITE PLAN: SCALE 1"= 64 [FEET N STRUCTURAL NOTES For SI: 1 pound per square foot=0.0479 kN/m.02, RAID. RADIUS 1 mile per hour= 1.609 km/h. R.O. ROUGH OPENING 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, S.F. SQUARE FEET WALLS AND ROOF OF ADJACENT PROPERTY AS CONDITIONS REQUIRE. a.Weathering may require a higher strength concrete or grade of masony than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering index(i.e.,"negligible, "moderate" S.H. SILL HEIGHT or"severe")for concrete as determined from the Weathering Probability Map [Figure RR301.2(3)].The grade of masonry STL STEEL 2. BOTTOM OF FOOTING SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 216 or C 652. STS DIMENSION FROM THE FACE OF THE STUD TO THE FACE OF THE STUD b.The frost line depth may require deeper footings than indicated in Figure RR403.1(1). The jurisdiction shall fill in the frost T.O. TOP OF PROPERTY DESCRIPTION 3.THE FOUNDATION AND FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARING CAPACITY line depth column with the minimum depth of footing below finish grade. V.I.F. VERIFY IN FIELD EQUAL TO 3000 PSF. W WITH OFF EAST END ROAD, FISHERS ISLAND, NY 06390 c.The jurisdiction shall fill in this part of the table with"very heavy,""moderate to heavy,""slight to moderate;'or"none to slight"in accordance w TOWN OF SOUTHOLD, COUNTY OF SUFFOLK with Figure RR301.2(6) depending on whether there has been a history of local damage. 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE OF MINIMUM COMPRESSIVE STRENGTH EQUAL DISTRICT 1000,SECTION 004,BLOCK 5, LOT 5.9.1 TO 3000 PSI AT AGE 28 DAYS. d.The jurisdiction shall fill in this part of the table with"moderate to severe; "slight to moderate;'or"none to slight"in accordance with Figure RR301.2(7) depending on whether there has been a history of local damage. USE: AND OCCUPANCY: R ONE FAMILY DWELLING TYPE OF CONSTRUCTION: CONVENTIONAL LIGHT FRAME CONSTRUCTION 5. PROVIDE POSITIVE DRAINAGE AWAY FROM HOUSE AT FOUNDATION. e.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map [Figure RR301.2(4)]. LIST OF DRAWINGS: TOTAL AREA OF PROPERTY:2.44± ACRES/106,286.4±S.F. Wind exposure category shall be determined on a site-specific basis in accordance with§RR301.2.1.4. OWNER: ANNE AND SAMUEL POLIO. , 634 GUARD HILL ROAD 6. DUE TO THE TOWN OF SOUTHOLD'S LOCATION IN A WIND-BORN DEBRIS REGION ALL GLAZED OPENING f.Refer to Table RN 1101.2,"Winter Design Dry-bulb Temperature"column. A-1 COVER SHEET P.O. BOX 456, BEDFORD, NY 10506,914 234-3261 SHALL COMPLY WITH GLASS THAT MEETS THE LARGE MISSILE TEST CERTIFICATION OR WITH STRUCTURAL A-2 DEMOLITION SHUTTERS WITH ATTACHED HARDWARE AS REQUIRED. g.The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from§RR301.2.2.1. A-3 FOUNDATION & FIRST FLOOR FRAMING PLAN h.The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction's entry into the National Flood A-4 FLOOR PLANS SCOPE O F WORK 7. ALL EXPOSED WOOD IS TO BE PRESSURE TREATED OR ROT RESISTANT SUCH AS CEDAR OR REDWOOD. Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b)the A-5 ELEVATIONS date(s) of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be A-6 ELEVATIONS 8,SECTION ELEVATIONS 1. RECONSTRUCT AND ENLARGE ONE-FAMILY DWELLING CONSTRUCTED 1983 WITH 8. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED.SHALL BE SURFACED DRY EXCEPT STUDS amended. MUNICIPAL WATER SERVICE AND ON SITE SEPTIC SYSTEM. REPLACE DETERIORATED WHICH SHALL BE KILN DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE:( A-7 ROOF FRAMING MU i.See Figure RR301.2(5) for ground snow toads. A-7A SECTION G LOOKING WEST MASONRY FOUNDATION WITH POURED FOUNDATION . THE HOUSE WILL HAVE FOUR A-76 SECTIONS A, B & LOOKING SOUTH SECTION C BEDROOMS AND FOUR BATHROOMS. RAFTERS AND JOISTS: DOUGLAS FIR LARCH #2 BEAMS GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 A-7C SECTION C LOOKING NORTH,SECTION E LOOKINGA ST A-71D SECTION G THROUGH TOWER LOOKING WEST GENERAL ZONING NOTES R-120 STUDS AND PLATES: DOUGLAS FIR-LARCH # 2 A-8 WINDOW SCHEDULE POSTS: DOUGLAS FIR-LARCH #1 A-9 ELECTRICAL PLAN FIRST FLOOR 1. THE LOT LIES WITHIN THE LOW DENSITY RESIDENTIAL R-120 DISTRICT WHICH IS DESCRIBED A-9A ELECTRICAL PLAN BASEMENT UNDER ARTICLE III OF ZONING CIHAPTER 280 FROM THE CODE OF THE TOWN OF 9. UNLESS OTHERWISE NOTED PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS: A-913 SCHEMATIC HVAC PLAN • SOUTHOLD. INTERIOR WALLS: (2) 2X10". A-10 FINISH SCHEDULES EXTERIOR OR BEARING WALLS: (3) 2X10"OR (3) 2X8" (IF SPACE IS A CONSIDERATION). A-11 NAILING SCHEDULE/ PLUMBING RISER DIAGRAM/ HURRICANE TIES 2.THIS 2.44±ACRE 106,286.4±S.FF. LOT 1S NON CONFORMING AND THEREFORE IS SUBJECT DOUBLE JOISTS UNDER NON-BEARING WALLS ABOVE. A-12 DETAILS • TO SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD. 3.THE USE OF THE PROPERTY FOR A SINGLE FAMILY RESIDENCE IS IN COMPLIANCE WITH THE 10. RAFTERS 8, JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. INSTALL ADDITIONAL STUDS WHERE REQUIRED. ZONING CODE OF THE TOWN OF SOUTHOLD. NO CHANGE TO USE OR OCCUPANCY IS PROPOSED. 11. BUILT-UP BEAMS SHALL BE GLUED AND SPIKED TOGETHER WITH 2 16D NAILS 16"O.C.STAGGER ALL SPLICES A MINIMUM OF 32". SETBACKS 12. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON 1. UNDER SECTION 280-124 OF THIE ZONING CODE OF THE TOWN OF SOUTHOLD, FOR LOTS THE GRADE STAMP. ALL PLYWOOD SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE THE FOLLOWING BETWEEN 80,000 AND 119,000 S.F.. REQUIRED SETBACKS ARE AS FOLLOWS: MINIMUM THICKNESS: FRONT YARD: 60 FEET FLOORS: 5/8" SIDE YARD: 20 FEET ROOFS 5/8" BOTH SIDE YARDS: 45 FEET WALLS 5/8" REAR YARD: 75 FEET 13. ALL FASTENERS, CONNECTORS AND NAILING SHALL CONFORM TO THE STANDARDS SPECIFIED IN 1.2.2.1 2.. SETBACKS ARE IN COMPLIANCE THROUGH 1.2.2.7 OF THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION FOR ONE- AND TWO-FAMILY DWELLINGS.SCHEDULES ARE PROVIDED HEREWITH IN THE SPECIFICATION SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. USE SIMPSON LSTA STRAPS AT ROOF PEAK AT EACH A� ', RAFTER. USE SIMPSON LSTA 21 AT EA.SIDE HEADERS FROM THE TOP PLATE THROUGH THE HEADER TO THE IC5� P,B FIRST STUD AT THE WINDOW/DOOR OPENING.SILL PLATE TO FOUNDATION: HALF INCH ANCHOR BOLTS IZ' MIN. EMBEDMENT: 4' O.C. AND WITHING 2' OF CORNERS. AT MULTIPLE STUD LOCATIONS AND ONE AT EACH CORNER SIMPSON STHD8. IF A P.T.SILL IS USED SEPARATE TIE FROM CONTACT FROM P.T.SILL W/ROOFING FELT OR AS REQUIRED. REVISIONS: AS NOTED IN RED INK (11-28-07) COVER SHEET P O L K RESI DENCE ON FISHERS ISLAN D DATE: 11 /28/07 ISSUE: CONSTRUCTION s E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 DESIGNED B Y. S U S A N SCALE: AS NOTED SOUITH ELEVATION A-5 32'-4" x ZW W� m m Ala 1 r ,7$ _'•— —r---�•�— 1'-6" BENCH � II• I I I I I I ��� I I I I I I I I I III� 1'-6" BENCH ABOVE ; Ij, 11 t I I I I I III j III I I I I I I I I j I ABOVE jjl ,I I I I I I I III p III I I I I I I I � � IIII � jjl �I I I I I j j III x IIII it I I I I I I III I I I I I I III I I I I I I I I III j�I •�j� 1===�'=i�='•=�_'�"_= '�!=�_. i ski-�_.:-�i=_:�-t�i=S�-i-� iL:-�i_i-�-:_�=i-�i=i�==�•_;� I r - '`' ' II ►. .67'7•13a I r —I I 'I I I I I I I III I I I I I I I I �-' IIII I I I I 1 I I I III I I I I I I I III I I 1 I I I I I I I 7'-111 13'-11}" 11'-4 I l i I DOUBLE 2X1 " P.T. BEAM ENCLOSURE MATCH_~Q" I•°IIII"'D°IIeIIo9o"IpIII—'', ,'-IIII--.___IIII_--_�,,,'°___,•-._.,II,II.___Ap-l_...,N___O-IIII_,.,___O_V_,..,OIIII____I_,...'a�__0IIII_...0__'1�_,.r__IIII1—°S_.,.>__!P—I�_.IIII,_——x_M�,__—fIII�iI,_Ii,-__.----__-.-II��,�a�''HaI�.IIII„IIIfrIrtI,l(alIIlI�I II,lI�—_l„� -.—__..jj.II a—_- jjIj-o-,'•--IjIII I It---.I.—IjI(I1 I-,.-b_--.IjIIItI-_--.-_IIj-III I .--°_--_-o-••..--,-Ir�IIjfI�I_—I-_- {ID jII•If l'•I.t,I!I=IIfI I-II-II o--II'=-,ILII1I I II.�I1 IIIDI;II III I=J_',(II1 1 I—_=G_g II III III I I t•: LIIItII I I II.IIIII I I_1t1 1IIIII III I'__1-IIIII II'I I?-1.=D11•IIIIII I1I I"I==IIIIIIII_I a i"�L'I!IIIIIIIIt,=!LIIIII_I I o•i.=°-IIIIIIII I I•I IIII=I 1IIIII=IIIII I1I I IIlIII-IItI I°4,"LIII'II I I I I III�Il I s—._-1tIIIIjI If I II!I 1I_f I s t.c1IlIl I(III I,I(IA I t!,=—_7 i°.AILII_III I—I I(I f 5 i,�.—•_o s(IIlIIIIlI I I I I,II—II 1_i,1IIIIIII II I I I IIIIII II �1IIII!(I IIII III II_I!II_ I IIIIIIIIIIIIIIII I__IIIIIII(I I IIIII Is I a _- cII!IIII-I�IIIIII I I IIIIIUII I I 1III X UIS—T N_G-SDECK ENCLOSURE FRAMING BELOW AS PER EXISTING BELOW AS PER EXISTING o. _•-—_1�/1- =_LJ = L' - - - - - . . ' I I I I 1 f" 27I -o„I EF 1r A 7 17' 4" �,,, I I ......------............ 0 32'r4" -,-,-,�--, t•_•',5—_—\ .I!_I—•;••�•—0---__-_ -,\- •—•.—• —_—_-_--_-�- j, p A-7A _ _ c _._,_,-._ _ _,_, ,-U- 3 " 32'L4" A1N0 avol a001j mu "" tCODE COMPLIANT ...... POLY BARRIER— —•— ---•—'—'—'—•---' -�•-Ij�III 11�III�i�I1IIjIIIII1�1II jII1"IIIl(IIIIIIIjItIIjI( IiI - - - - — 13' (TYP.)13'-6" _ _ _ _._.—._,_._._,_._._.—,_ Ti*4 r —•—•—•—•—•—•—•—•—•—•—•— � _,_,—,_._._._._._._._._. _._._._._._._._._, I�llIl I1lIIj 11 l( Il.lkI�l}'III,III;l I 1I I 1 I III,� iI� I11,iI e�- N AQrLAro -'-'-'METAL TERMITE BARRIER---,-, ...... 0 FOUNDATION WALLSL TYPICAL THROUGHOUT .................. B list-,- _ - _,- g GrOI jooa -,_,_,- ,-.-,_ _,_._. To Hv I o tI 11 II I Z3oa O O ODE COMPLIANT _ ECH. VENT ST fil ^ 4) BASEMENT BEDOFFSET AND SIpm —A.JOISTS OVER GIRD 1=Qw ._._._._._._ _ _.-•--,-,-•-•-•-• A_e W ° ° I 1 1 I I I I oLu LOU SOWER LINEN , �12 � 16"O.C, -•-•-CLOSET _._._,_,_,_._,_._._._,_,. _ ._._._._._,_._._.-,_,_._ 5' 0"W I (4 2X12" GILDER - - - — —•— •—•—•—•—•—•—•-- •—.—•—.—•—•- -•—•— _ IST UNDER WALL ABOVET IPLE JO_•_•_•_•_•_• ('17)MEC•�ICALj_ CATIONFROM CE O TG1Ol �OOa MECHANICAL CORRIDO TO L1V Rt H AT ' D JOT ATE W•N•............ CLOSET — -•- ----------------------- -------------------.-.- — I IFU{ NA 2'-10" - - - - - - I ...... — --- --------------------------- 'r--- ------ o e fW8, ---------------------- - —,_,_._._,_, --------- ----------------------------- --------6 _._,_._._.i ._._._ _ _._._ TOOL ARDEN TORA E N LDOUBLE JOISTS UNDER ----- _ ------............_ ra. WALL ABOVE —'—._,- _ - _ - -- GARDEN/OUTDOORSTORAG _ _ _ _ _ _ _ _ _. o _ _ _ _ _ _ _ _ _ _ _ _ y — _ L--- ---_1 10'-2" 11'-1" — 8'-1" 17'-3" L---------J _._,_._.-._._ _ _._,_._._._._ _._._. -•-•-•-•-•-•-•-•-• Mis aa WEST WING EAST WING 32'-4" 27'-0" 27'-0" N NOIRTH ELEVATION c~Wn AR � : L 10 (16T E 1-1.1 v CfJ ra.l;e-g� �;;• •i POLK RESIDENCE O N F I S H E R S I S L A N D SCALE: 1 /4" = 1 FOOT FOUNDATION & FRAMING PLAN ISSUE: BIDDING DATE: 11 /28/07 REVISIONS: :: D E S I G N E D B Y: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (2112) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 SOUTH ELEVATION • A-5 BENCH SAME BENCH AS EXISTING V-6" A.F.F STEPS 1 a � 2'-O' a a (10) SOUTH PORCH 26'-11j" t 19'-0" —4'-0" f I ----:--------�: t IC:-:_:-:_:_:-• -:_:�: _. _:_:_:_:_:_;-: :_:_:_:_:_:-:_ : �J :_:-:_, 1 18'I3}"t YI L_. - - i t I I I I I I I I I I\ I I L • . .J L.�.i�.J M L.H .H J \ I ( I j j �• , n �•tt , " L 11 —4} II II II tt 10 -2 ip II II \ \ I j I f / II III II tI � ii ti II 11 \ 1 I 1 I , "3S2 -4 a (23) EAST WING MASTED a L _ ice• - - - -.J I I G ROOM -Ho_ 1 IBEDROO 2,_ »,� 2.^ " I I I I � " ,I \'\ j ; COVERED IIIIII I I I I I I I IIII IIII \ f PORCH A-70 SOUTH PORCH I ••.. " I IIIIII I i I I I I I IIII IIII \ c / w IIIIII I I I I i I I IIII IIII j \ 4-O• x a-0• t J a I IIIIII I I I I I I I IIII till \ oouB 0ooe w. N 1 ;I 13'-3}" /'/ A E'Sv=i SHELF OVER i IIIIII I I FFI i i I I IIII IIII \ ( ' illlll i I ABOVERIS i i 1 I IIII IIII I—4 _0" CL ET HANGING j r \ '*-- . ROD 1'-4" IIIIII i ' I I I I I I IIII 2 L - - - 1 O1777 _.. . . _ : . / 11.25" Im I DRESSING sD IIIIII I I I I I I IIII \ " / ABOVE I cV }{ RIDGE BEA OPEN S ELV6S A VE OR \ f 2 -1 4 -6 j ABLE, G ® / _ _ —._._ N a _ _ _ — — _ _ — IIIIII I I - I I bBOV� I tlll WNER \ I I 0 —._._. _ _ _ _ — X '�+°- —i• �flilr"'I_ "1' "r —1— -I' t� �I""Ilft— _ + I 12'-9i" I' \ 4'-7" i N co N Iltlli I I I I t ( I IIII s Z / / 1 7'-11 " I WALKWAY Z 0 i o (22) EAST WING \ W a IIIIII I I I I I I I IlilF1 - I a S R I ! s s W •G 00 LAUNDRY / j (3) KITCHEN t° f WPORCHY O ATE BATH \ CL ET I .1 Iilllt I ,.1 L N BOOM I IIII W N Illllt I I I I ( I I Iltl 7 _ /• j \ a w I \ l a IIIIII I I I I i I I IIII 7 /' - j "-7B w LLJ > j \ I Y IIIIII i I I I I I I IIII _ 1'-0" e a O w f 2 b _I \ I O " ISLAND 36" a s No a FF;1 ' °i SHOWE mIIIIII I I I i I I I IIII 2 2 70_ " A.F.F. o I 1 O� V) 1 m o N i ' TENNIS & " 2 I W/OVERHANG 1 -1 1 o io 1 w> LQ _1�" d \ LINEN a GOLF 11 -1 t EQUAL1i0 t2 o a /' FOR SITTING � ^ ;° 0 a > LO E OS I o 0 1 3 Tip, CLOSET / II " II - - - - -•- - 1 I A Z A-8 I \ I I 9'-3" 11 N / 5'-��" 4'-6" 4' 0" I I 2' 8 4 18 EST WING \'\ ELEC. PA EL ? 3 io a SD CO �-- i 1 f I 2 ,/• ( I j �1 N 8 I BEDROOM HALL \,\ I h N o I I ;. 7 WEST / — 15'-9}" "' I �oO 8 NT ANCE �_)___— / n I j 1 EAST WIN I I 1 E S 1 1 1 1 I 1 r c� _ _ _ 1 G ST BAT a \ (9) A T ;� o 0o I TOWER I ;� WING HALL /' o o ,>,-�" j j j 0 j I \,\ i WING L I 1 10'-2" I /'/ � iidM I I Z83/3321 _._,_ T. r.J 7 " •, o 1 j 2'-2" f •:0 - - - `'' BOOKCASE ` _._._•._•_ _._. r 3 I 2 /' I CENTER CENTER -•-•-• -•-• -•-• �NTER CENTER I s a I I sD 1 I 10'-1 o}" a I (4) WEST WING QUEST I j - ,_ " ` _.`�, \s, 10 -t0q i I EB DROOM / I F1 �r \r`-? a _ iv _/c i((13jT,OWER i a a a ( �i ENTRANCE;PLATFORM `' 1 (20) EAST WING GUEST o ( c 1� J \ < c I I I 1 EDB ROOM v� 1 x 1 ' 1 a W `�Rf�EFiS W O N \ 1 ( I j o s U " 3 5 WEST a I f WING BATH _ _ j 9 AS WIN D ^ j .3 A iA ( _ '- N NORTH ELEVATION i ° to'-7}" o ! ts'—o" 1 a, • 6 -090 6 -O 27'-0" 3;2'-4" 27'-0" 5'-0" A-5 ALL DIMENSIONSI ON FLOOR RLAN REPRESENT STUD TO STUD DISTANCES E��D AR . 266� F O L K R E S I D E N C E O N F I S H E R S I S L A N D SCALE: 1 /4" = 1 FOOT FLOOR PLANS ' ISSUE: BIDDING DATE: 11/28/07 REVISIONS: D E S I G N E D B Y: S 1U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 1-STORY ENTRANCE TOWER EAST WING LLLJ WEST WING OWNER CHOICE OF NEW ROOFING AND SIDING i 0 I H r / 01 I r r 31" CORNER BOARD (TYPICAL) 3 3 00 H Tj ` I I 3'—D" / FIN. FL. EL. 122.5' Jt u I t Tj •, •4 , '\ \t,, 10'-111"- 10'-41" 10'-111" k '�• %/ \\ INCLUDING S?ING 1& SHEATHING LJ` I• a NORTH ELEVATION (DIMENSIONS INCLUDE EXTERIOR SHEATHING & SIDING) 27'-2}" INCLUDING SIDING & SHEATHING li LLL CRT4824CfdIS CCMVP4040 C IR4040CtdlIT II II IT Il 11 IT 11 7O POST SPACING: 4 EQUAL BAYS OF WHICH THE STAIR 5 7O OPENING IS ONE. O LOCATE CENTER POST AT MIDPOINT OF EAST WING GABLE FACADE AS SHOWN FIN. FL. EL. 122.5' NO CORN '.R B A D A f I I I I I I 1 I I I I I I I I LWR LEVEL P. / O SLOPE TO DRAIN SOUTH ELEVATION �FLED ARC 5� S_ z �o P � POLK RES IDENCE O N F I S H E R S I S L A N D SCALE: 1/4" = 1 FOOT ELEVATIONS r. ISSUE: BIDDING DATE: 11/28/07 REVISIONS: D E S I G N E D B Y: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 A � L.STA WIND STRAP C+� �.— 4'1 ._;�! IN NONBRACI�15 AREAS JI II IIIIII _II IL. 1I I I IT 11 11 IT 11 11 IT 11 11 IT 11 1111 1 111111 J I IT 11 11 IT 11 111111 111111 11 IT 11 111111 11 IT 11 111111 111111 111111 111111 111111 11 IT 11 11 IT 11 11 IT I IT1111 -, II Ir'�IIII�`�1 II it 11 IT ILLUILU =:�1 ii jj IIIIII II jj I�:-. IL• _Il= If� =41 �' ^Iifit I^ 1 nRAC A 1 ...... 4' I II"II.I.I• I. I 4'-7„ Iullli „ 1 4'-7„ 1 I I t t R CABLE AIL ABOVE,IIHI BENCH BELOW LOWER C FROM IIIIII I ---------- --- • A 1 r 4 rr THE WA L ECESS I T E WALL I EEN I III ACE 01 FI I H L CR _ _ DECK LEVEL 1. — I M �" �°_ �'"G' C����� 1(' r�,`�I�'JA �.�,Sp`.�'.y.t�.'�1,••11 I I I ( I I I I I I A !_ T' 1,. = ;' �. �N r�T.r�.;: f,„;I .I,;rtl.:• B M R T m.�. m' 2 'r '� "'7'�'t' �t m '�` -I wi•.. 4 — A DE1 B" CONCRETE POSTS ei ter.= °�'°�F�,,,,,rr� -•,��' rn ,ill;,rs R.'�i! �; � � :,Y"a �';.� � A I' ' I�'� R O .rt `a'rTT��q ,r. Illr � f't1()}t. „j',r d .{ t .r'I" e.,4 44+., .^r. <�,' ,,•<D lr...r ? 4'-1" 1 1 1p1�/r,,, ( 1 `t-G 5 ^"�/,h•4f-t V.-s ',-• '� " rvt 1' �R' .�. •gyp. :5�.6.�,r�. �.,01 rd' I —I - 'f itit t\VYs„t tY� , ` •R. r.r 1 {A ,7r „dot. EN 9 ICE Li [i i -f', -- �Zv1ll�ll' ++tl,�}`r err 1� l�j r.; �•' � L�yf,, 9 �'���,• �;: L�}I(� iy...: 1.I t1--.�`r1.i�i I,.rr� ;. •11r'IFl.4'K r 1 � ,• I �"ILIL.-1 1 r_�u 1 10'-101"— 14'-1Of" 2'-81" 11'-1j" 4 -101" WEST ELEVATION LOOKING EAST ELEVATION AND SECTION G THROUGH LIVING ROOM WEST WING LSTA WIND STRAP RIDGE BEAM (GLULAM POWER BEAM) 1 L; CEILING STOVE VENT TO EXTERIOR L 1 11 � ti's 0 0000 1}" VENT HOOD �r I_51I—I— -I_I dALt/ � I I r �1. �I) 1 11 1 MASTEMLEDROOM KITCHEN s ) •JJ j�l u I j j I II I I lU — — — I CABINET DEPTH �� iI pi I I �IIf IL. REFRIGERATOR CL. pI IIII II'L._._,_- L._, I I _,J L. U FINISH FLOOR EL. 122 —'—' TOP OF FOUNDATIO MLA MLAI SUPPLY . d a e, .e a .e •-Ilr 27'-0" DU e e $2'd4"• DUCT 27'-0" e e a e 'd A ,• •e' ,d e d. 1'Q v.a •�.• 'd 1 O 1 V-6" �d a '�2"� e e 1 a . '00 Do 110 PING PGNO TABLE ..u ! 4 d •. a a: e' 'd a b � �.e•de de u e .. •a d' q .. ,Q• a Oe FBRSH FLOOR 1" c P • •a° .4 TOP OF S a.' a•'• e. .e .. , v •+. rn.w .x� .5,� .r .xx Ix•.w mlx v •+. n 040-0 le iN�. .I 1 IM•A Ix A 1�1�1�1�1�/�1�1�/�1�1�/�1�1�/�1�1�1 1�1�1�1�/� •.• •.'.:. .!i". ..1•�1_r 1�1�/�1�/�1�1�1�U�1�/ ,:I�' /�1�1�1�1�/�1�1�1_1�1 1_1_ 1�1�1�1�1�1�1�1�1�t /�1�1••�1�1�1�1�/�/�1�r�1 r 1 M M TOP ST WING FOOTING _ LOOKING NORTH SECTION A `ED ARC �'t _ �R LIL OF POLK RES IDENCE O N F I S H E R S I S L A N D SCALE: 1 /4" = 1 FOOT ELEVATIONS ISSUE: BIDDING DATE: 11-28-07 REVISIONS: D E S I G N E D B Y: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 LOT COVERAGE COMPLIANCE 15.STRUCTURAL DESIGN LOADS: 1. UNDER SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD, FOR LOTS BETWEEN 80,000 AS PER THE CODE OF NEW YORK STATE RR301.2.1., CONSTRUCTION IN THIS HIGH WIND REGION (ABOVE 110 AND 119,000 S.F., LOT COVERAGE MAY NOT EXCEED 20 LEGEND: MPH) SHALL BE AS PER THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY %. DWELLINGS, 1995 HIGH WIND EDITION. so.00' WALLS TRA FIC CIRCLE 2. CALCULATIONS: PRESCRIPTIVE DESIGN CRITERIA SHALL BE USED BASED ON THE UPDATED"WOOD FRAM CONSTRUCTION 3 ALLOWABLE LOT COVERAGE: MANUEL FOR ONE-AND TWO-FAMILY DWELLINGS 2001 EDITION:' REMOVALS .................................. APP O ED AS NOTED SQUARE FEET IN 1 ACRE X NUMBER OF ACRES =ALLOWABE LOT COVERAGE (43,560 S.F.X 2.44 X .2 = 106,286.4 S.F.) WIND LOAD: SMOKE DETECTOR Sp DATZ=2, B.P. S- FASTEST MILE WIND SPEED (MPH) ASSUMED AT 120. EXPOSURE CATEGORY C. FE I!r Ld D`EA�'_T�-,IENT PROPOSED LOT COVERAGE: 3.4%OR 3660 S.F. SEISMIC LOAD: CARBON MONOXIDE DETECTOR CO NOTIFY BUILDING AT o (3660 S.F. /106,286 S.S.X 100= 3.4%) AS PER THE CODE OF NEW YORK STATE FIGURE RR 301.2 (2) THE SUBJECT PROPERTY LIES IN SEISMIC DESIGN 765-1802 8 AM TO 4 PM FOR THE CATEGORY B. UNDER RR 301.1.1 SEISMIC PROVISIONS OF THE CODE SHALL NOT APPLY. FOLLOINING INSPECTIONS: SEISMIC USE GROUP: 1 SECTION 1. FOUNDATION - TWO REQUIRED WATER AND SEWERAGE PROVISIONS: �A, FOR POURED CONCRETE HEET / SITE IS SERVICED BY MUNICIPAL WATER AND AN ON SITE SEWAGE DISPOSAL SYSTEM CONSTRUCTED IN 1983 GRAVITY LOADS: 2. ROUGH - IrRF,P�iivG & PLU*r°81NG3, NSUTATtON / WHICH IS IN COMPLIANCE WITH THE STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY ROOF LOADS(PSF): 4, FI;MA,L - CONISTRUCTfON MUST DEPARTMENT OF HEALTH AND ADEQUATE FOR THE PROPOSED USE. RAFTERS 4 PSF ABBREVIATIONS: E' . COMPLETE FC,; C.O. / SHEATHING 3 PSF ALL CONSTRUCTO;l SHAL L MEET THE / ROOFING 3 PSF A.F.F. ABOVE FINISHED FLOOR U1 I T �'S OF-THE CODES OFNEW GENERAL NOTES INSULATION 1 PSF @ AT Ylra- RX STATE- NOT REESrFONSI]ELE FOR NG DRIVEWAY DEAD LOAD = 12 PSF M m,I OR, CG%1ST;R;'UCT,1K711 EII?vOPIS_ NEW 1. BEFORE STARTING WORK,THE CONTRACTOR SHALL OBTAIN AND POST ALL REQUIRED PERMITS AND SHALL AS PER NEW YORK STATE CODE SECTION RR301.5, WHERE LIVE LOAD > DEAD LOAD THE ROOF SHALL BE B.O. BOTTOM OF N NTRANc DESIGNED FOR THE LIVE LOAD. BSMNT. BASEMENT AD Tlo VERIFY EXISTING DIMENSIONS AND CONDITIONS AT THE BUILDING AND REPORT ANY DISCREPANCIES TO THE C.H. CEILING HEIGHT ARCHITECT. LIVE LOAD = 45 PSF (GROUND SNOW LOAD:45 PSF AS PER FIGURE 1608.2"GROUND SHOW FOR NEW YORK CL CENTER LINE COMPLY WITH ALL CODES OF c3/ STATE, BUILDING CODE OF NEW YORK STATE) CMU CONCRETE MASONRY UNIT NEW YORK STA- & TOWN CODES DECK 2. ALL WORK SHALL CONFORM TO APPROVED PLANS,ALL APPLICABLE BUILDING CODES RULES AND AS REOUiRED AND C'OND!TIONS OF REGULATIONS. 2ND FLOOR LOAD(PSF): C.T. CERAMIC TILE DIET DETAIL SOU?NOLG Q t`/ JOISTS 4 . j3. ALL WORK IS TO BE IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL CODE,AND ANY OTHER PLYWOOD 3 EL ELEVATION c, ��I'' ^,'r'P� ""I"LNG BOARD APPLICABLE CODES. IF ANY WORK DESCRIBED IN THE CONTRACT DOCUMENTS IS FOUND TO VIOLATE FINISH FL. 4 EQ. EQUAL c,,„� R -' PARTITIONS 6 �L, HOLD T'`1N I USTE'S SIDE APPLICABLE CODES THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY BEFORE STARTING WORK. F.F. FINISHED FLOOR DEAD LOAD = 17 YARD F.A.I. FRESH AIR INLET N.Y.S.DEC 20' 30 AS PER TABLE 1607.1 BUILDING CODE OF NEW YORK STATE LIVE LOAD = / 4.THE CONTRACTOR SHALL MAKE CONTINUOUS OBSERVATIONS OF THE STRUCTURE DURING THE F.O.S. FACE OF STUD SECTION 004, BLOCK 5, LOT 5.16 PERFORMANCE OF THE WORK. SHOULD THE CONTRACTOR BECOME AWARE OF ANY SITUATIONS THAT 1ST FLOOR LOAD(PSF): F.P.S.C. FIRE PROOF SELF CLOSING 2.44 ACRES REQUIRE FURTHER INVESTIGATION OR STUDY JOISTS 4 LAV. LAVATORY C ► '"`Y i^(SUCH AS CRACKS IN MASONRY,STRUCTURAL DEFECTS IN THE PLYWOOD 3 MIN MINIMUM OCC►�I �����U Tv OR \ I BUILDING OR FOUNDATION, ADDITIONAL DEFLECTIONS, ETC.) HE OR SHE SHALL NOTIFY THE ARCHITECT. FINISH 4 NOM. NOMINAL SIZE OF LUMBER USE Iv U NLAWFUL PARTITIONS 6 O.C. ON CENTER \ 5. ALL STAIRS SHALL BE AS PER AS THE INTERNATIONAL RESIDENTIAL CODE SECTION RR 314. DEAD LOAD = 17 WITHOUT CERTIFICATE o° LIVE LOAD = 40 AS PER TABLE 1607.1 BUILDING CODE OF NEW YORK STATE PERP. PERPENDICULAR 6. ALL EXITS SHALL BE AS PER INTERNATIONAL RESIDENTIAL CODE SECTION RR 311. CONTRACOR TO PROVIDE PRE-CUT STRUCTURAL PANELS FOR WINDBORNE DEBRIS PROTECTION. PANELS ± PLUS OR MINUS OF OCCPU FANCY O ANE S TO RAD. RADIUS \ J 7. INSTALLATION OF ALL BUILDING MATERIALS SHALL BE AS PER MANUFACTURER'S INSTRUCTIONS. BEY2"THICK CDX PLYWOOD OR BETTER. FASTEN WITH Y" #8 WOOD SCREWS OR LONGER AT 16"O.C. FASTEN R.O. ROUGH OPENING \ 2p TO DOOR AND WINDOW FRAMES IN THE EVENT OF GALE OR HURRICANE FORCE WINDS. S.F. SQUARE FEET \ 8. CONSULT OWNER BEFORE DISCARDING OWNER'S FIXTURES HARDWARE OR FITTINGS. S.H. SILL HEIGHT PLUMBER CER T1 71CA TION \ STL STEEL ON LEAD CONTENT BEFORE 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE AND FOR KEEPING T.O. TOP OF CERTIFICATE OF OCCUPANCY \/ OLDER USED IN WATER OUT UNAUTHORIZED PERSONS. W V.I.F.F WITH Y IN FIELD SUPPLYSY T sos WIND SUBJECT TO DAMAGE FROM s GROUND i SEISMIC SYSTEM CANNOT 10. DRAWINGS AND NOTES CONTAINED IN THIS SET ARE AN INSTRUMENT OF SERVICE AND AS SUCH REMAIN SNOW SPEED a Frostiine WINTER ICE SHIELD a DESIGN Weathering a TERMITE c DECAY d DESIGN UNDERLAYMENT FLOOD EXCEED 2/10 OF 1/ LEAD, THE PROPERTY OF THE ARCHITECT. THEY MAY NOT BE COPIED, EXCERPTED OR REUSED BY OTHERS OR USED LOAD (M.P.H.) CATEGORY g g depth b TEMP f REQUIRED HAZARDS h LIST OF DRAWINGS: FOR ANY OTHER PURPOSE THAN FOR WHICH INTENDED OR ISSUED WITHOUT THE EXPRESS PERMISSION OF THE 45 120 M.P.H. B SEVERE 36" M-H $-M 11 YES B ARCHITECT. A-1 COVER SHEET For SI: 1 pound per square foot=0.0479 kN/m.02, A-2 DEMOLITION STRUCTURAL NOTES 1 mile per hour= 1.609km/h. RETAIN STORM WATER RUNOFF A-3 FOUNDATION & FRAMING PLAN F a.Weathering may require a higher strength concrete or grade of masony than necessary to satisfy the structural A-4 FLOOR PLANS PURSUANT TO SECTION 45-10C 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, requirements of this code.The weathering column shall be filled in with the weathering index(i.e.,"negligible, "moderate" A-5 ELEVATIONS OF THE TOWN CODE. SITE PLAN: SCALE 1"=64 FEET WALLS AND ROOF OF ADJACENT PROPERTY AS CONDITIONS REQUIRE. or"severe") for concrete as determined from the Weathering Probability Map [Figure RR301.2(3)].The grade of masonry' A-6 ELEVATIONS &SECTION ELEVATIONS units shall be determined from ASTM C 34,C 55, C 62,C 73,C 90,C 129,C 216 or C 652. A-7 SECTIONS 2. BOTTOM OF FOOTING SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. b.The frost line depth may require deeper footings than indicated in Figure RR403.1(1). The jurisdiction shall fill in the frost A-8 WINDOW SCHEDULE line depth column with the minimum depth of footing below finish grade. A-9 ELECTRICAL PLAN 00, PROPERTY DESCRIPTION 3.THE FOUNDATION AND FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARING CAPACITY c.The jurisdiction shall fill in this part of the table with"very heavy, "moderate to heavy,""slight to moderate,"or"none to A-10 FINISH SCHEDULES OFF EAST END ROAD, FISHERS ISLAND, NY 06390 EQUAL TO 3000 PSF. slight"in accordance with Figure RR301.2(6) depending on whether there has been a history of local damage. A-1 1 NAILING SCHEDULE/ PLUMBING RISER DIAGRAM,/ HUEEICANE TIES TOWN OF SOUTHOLD, COUNTY OF SUFFOLK d.The jurisdiction shall fill in this part of the table with"moderate to severe, "slight to moderate,"or"none to slight"in A-12 DETAILS DISTRICT 1000, SECTION 004, BLOCK 5,, LOT 5.16 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE OF MINIMUM COMPRESSIVE STRENGTH EQUAL accordance with Figure RR301.2(7) depending on whether there has been a history of local damage. L TO 3000 PSI AT AGE 28 DAYS. USE: AND OCCUPANCY: "R" ONE FAMILY DWELLING e.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map [Figure RR301.2(4)]. 3 'f TYPE OF CONSTRUCTION: CONVENTfIONAL LIGHT FRAME CONSTRUCTION 5. PROVIDE POSITIVE DRAINAGE AWAY FROM HOUSE AT FOUNDATION. Wind exposure category shall be determined on a site-specific basis in accordance with§RR301.2.1.4. TOTAL AREA OF PROPERTY:2.44±A(CRES/106,286.4±S.F. f. Refer to Table RN1101.2,"Winter Design Dry-bulb Temperature"column. OWNER: ANNE AND SAMUEL POLK , 634 GUARD HILL ROAD 6. DUE TO THE TOWN OF SOUTHOLD'S LOCATION IN A WIND-BORN DEBRIS REGION ALL GLAZED OPENING MEET L CONSTRUCTION SHALL P.O. BOX 456, BEDFORD, NY 10506,V14 234-3261 g.The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from§RR301.2.2.1. THE REQUIREMENTS SHALL COMPLY WITH.GLASS THAT MEETS THE LARGE MISSILE TEST CERTIFICATION OR WITH STRUCTURAL COD MENTS OF THE SHUTTERS WITH ATTACHED HARDWARE AS REQUIRED. h.The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction's entry into the National Flood ES OF NEW YORK STATE Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be SCOPE OF WORK 7.ALL EXPOSED WOOD IS TO BE PRESSURE TREATED OR ROT RESISTANT SUCH AS CEDAR OR REDWOOD. amended. 1. ADDITION TO ONE-FAMILY DWELLIING CONSTRUCTED 1983 WITH MUNICIPAL WATER 8. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED. SHALL BE SURFACED DRY EXCEPT STUDS L See Figure RR301.2(5) for ground snow loads. ' ®OD ZOO SERVICE ANDON SITE SEPTIC SYSTEML KITHCHEN, DINING ROOM AND LAUNDRY TO BE (WHICH SHALL BE KILN DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: COMPLY WITH RELOCATED TO THE NEW ADDITION )WITH. NEW ADDITION WILL HAVE TWO BEDROOMS FLOOD DAMAGE pAPTER "46" REV EACH WITH ITS OWN BATH PLUS A POWDER ROOM.TOTAL BEDROOMS WAS 3 NOW IT WILL RAFTERS AND JOISTS: DOUGLAS FIR LARCH #2 SOUTHOLD TOWN CODE rI0{V BE 4 BEDROOMS. BEAMS GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE GENERAL ZONING IN OT ES R-120 POSTS: DOUGLAS FIR-LARCH #1 V.MERV"1ITERS CERTIFICATE 1. THE LOT LIES WITHIN THE LOW DEI,NSITY RESIDENTIAL R-120 DISTRICT WHICH IS DESCRIBED REQUIRED UNDER ARTICLE III OF ZONING CHAPTERINTERIOR WALLS:2 2X10 EXTERIOR OR BEARING WALLS: 3 2X10 OR 3 2X8 IF SPACE IS A CONSIDERATION CERTIFICATION OF 2. THIS 2.44±ACRE 106,286.4±S.F. [LOT IS NON CONFORMING AND THEREFORE IS SUBJECT DOUBLE JOISTS UNDER NON-BEARING WALLS ABOVE NAILING & CONNECTIONS TO SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD. REQUIRED- 10. RAFTERS & JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. INSTALL ADDITIONAL STUDS WHERE 3.THE USE OF THE PROPERTY FOR A SINGLE FAMILY RESIDENCE IS IN COMPLIANCE WITH THE REQUIRED. INSTALL SIMPSON HURRICANE CLIPS SUCH AS H4 OR H2.5 TO JOIN RAFTERS TO TOP PLATE AT PLUMBING ZONING CODE OF THE TOWN OF SOUTHOLD. NO CHANGE TO USE OR OCCUPANCY IS EVERY RAFTER. ALL PLUMBING WASTE PROPOSED. &WATER LINES NEED TESTING BEFORE COVERING 11. BUILT-UP BEAMS SHALL BE GLUED AND SPIKED TOGETHER WITH 2 16D NAILS 16"O.C.STAGGER ALL SPLICES SETBACKS A MINIMUM OF32". 1. UNDER SECTION 280-124 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD, FOR LOTS 12. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON THE GRADE STAMP. ALL PLYWOOD SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE THE FOLLOWING BETWEEN 80,000 AND 119,000 S.F. REQUIRED SETBACKS AREAS FOLLOWS: MINIMUM THICKNESS: FRONT YARD: 60 FEET FLOORS:5/8" SIDE YARD: 20 FEET ROOFS 1/2" BOTH SIDE YARDS: 45 FEET WALLS 1/2" REAR YARD: 75 FEET 13. ALL FASTENERS, CONNECTORS AND NAILING SHALL CONFORM TO THE STANDARDS SPECIFIED IN 1.2.2.1 2.. SETBACKS ARE IN COMPLIANCE THROUGH 1.2.2.7 OF THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION FOR ONE- AND TWO-FAMILY DWELLINGS.SCHEDULES ARE PROVIDED HEREWITH IN THE SPECIFICATION SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. VD AP C?b \TAgl;T 14.ALL FRAMING SHALL CONFORM TO THE STANDARDS SPECIFIED IN THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION FOR ONE- AND TWO-FAMILY DWELLINGS. FIGURES ARE PROVIDED co 4:" < HEREWITH IN THE SPECIFICATION SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. it c�(�� ADDITIONI TO POLK RESIDENCE ON FISH E RS IS LAN D REVISIONS: COVER SHEET am DESIGNED BY: S U S A N E. YOUNG, ARCHITEC T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: 212 724-7204, FAX: 212 724-9779, ON FISHERS ISLAND: TEL. & FAX: 631 788-7434 DATE: 2/24/07 ISSUE: FILING f ) SCALE: AS NOTED a• I� 1 { M r....................................... �:: :L...; .......-.,. JL F....................................... .f. ° s.9.F.�-s.9. 't e/' •�}• {:.C.I: f.J i}'::':'.ir i.................................................... . . ... _LL C.7. •__'-__��, .._ - r . ._ . . F................................................. r..r.. _ ..,,•, :.,. .......................v•. . .. .:•a. ►• •.•....•.•....••.•..........••.••. :�":•.•••.••••• SAVE EXISTING CABINETRY, F. ................................. : ............: APPLIANCES AND P,L•UMBING i:.:.........:`:`;. FIXTURES FOR 'I 0' 3 ' b. .................................................. REINSTALLATION T4; RELOCATED LAUNDRY. ►� r---------------------- r. ................ . . ... . . t i.................................................... i ...... I . . ......... .... .! . . .... ... ....J . ` L.b.....��:.......:�..................... 1. ............ ` 3:: ::SAVE EXISTING LIGHT FIXTURES THROUGHOUT FCDR w REINSTALLATION COORDINATE REMOVAL OF EXISTING h WINDOWS/DOORS WITH DELIVERY r SAVE EXISTING CABINETRY, APPLIANCES AND PROTECT EXISTIING \ 0 NEW WINDOWS/DOORS (TYPICAL F O —� �, PLUMBING FIXTURES FOR REINSTALLATION TO CABINETRY/ y�THROUGHTOUT) f ELOCATED KITCHEN FIREPLACE TO REMAIN w L••�' "�' FIRST STAGE OF DEMOLITION TO RETAIN AND CL REMOVALS o REVEAL ALL STRUCTURAL ELEMENTS. 0 o N J . _ ;h STRUCUTRAL ANALYSIS IS REQUIRED BEFORE COMPLETING DEMOLITION. INVESTIGATE AREA z w Z z BELOW FLOOR IN TOWER AREA TO FIND a EXISTING FOUNDATION. INVESTIGATE EXTENSION o " ' OF RIDGE BEAM, ANY BRACING AND HOW O -� STRUCTURAL ELEMENTS CONTINUE OVER THE J O .............................................. CONCEALED AREA OVIER THE EXISTING KITCHEN. �....... l l44 444 i...... a.a a ata as s'dta aat......� •1 4 4 4 4 4 4 i a a a a a a. ••t� �t; REMOVE EXISTING DECKING, BENCH, PLANTERS. SIDING CONCEALING FOUNDATION FOR REPLACEMENT OVER EXISTING FRAMING & FOUNDATION .............................................................. �....... ...� . ........................... . L... .......r +. ........................................................................................................... . ................................ .{ ♦.............................................. !ham i•`'•°`�'f�r.�.�'M../..•,A l POLK RES IDENCE O N F I S H E R S I S L A N D SCALE: 1 /4" = 1 FOOT DEMOLITION ISSUE: FILING DATE: 11 /07/06 REVISIONS: D E S I G N E D B Y: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 NEW ADDITION 27'-0"t EQUAL TO EXISTING FACADE AT EAST SIDE VERIFY EAST SIDE DIMENSION IN FIELD 27'f DIMENSION INCLUDES EXISTING WEST EXTERIOR WALL 27'-0" 279-251 27'-0" 13'-6" d ► 1 , y EXTENTION OF EXISTING t ►' , i�b r►� . _ ► t ,•, • ► ' ► '"► ,L• FOUNDATION ., 8'-51" 10'-3" _89_5�99 ' n . w d� •' y �, '• f j ,y p 1 „ :• '• �1 " 8'-61f 17'-71" I �„ F.O.S. TO CENTER OF WALL ►i 15'-10$" dl ; ' 6'-71 '� 51„ r -4 -10 —� FINISHED DECK ABOVE 17'-21" 8'-01" R (3" BELOW INTERIOR % FIN.FL.) AS PER o EXISTING PLATFORM Lo I �' I [ — ; — — CONSIDERED IDEAL NO WORK I ' 'll ^ 2xt'°c� @(j 2x1o°® ; Q9D ' , 2X10"@ 04 �U HEIGHT, 16' .c. b t6'O.c. 16'O.C. �b o TREADS & RISERS TO • ' " I 1-4 �_ III MATCH EXISTING RATIO. BEA41NG WALL (3) 1.5X9.25" LVL 51" 5 " ^ .•d, ' ° a BEARING WALL ABOVE M ' SUPPORTNG RIDG cat cV t' (3) 1.5X9.25" LVL r-0 n r • d'• a I CODE COMPLIANT ,; +' ' "•'r ASSUMED FOUNDATION (NO CHANGE) @ u „p POLY BARRIER b O 1-6 O.C. 16'O.C. co 99 B 16' .C. I io ••p • < . M .w a • 18,_1 „ r ; r , ►, 8 - 1 4 -7 4 -7 8 -1 1 LOCATION OF EXISTING FOUNDATION UNKNOWN. LOCATE BEARING WALL I ( + ` ' „'t, , EXISTING FOUNDATION. REPORT FINDINGS TO ARCHITECT In ••' ,' L ,' ;;, , Ari t 1 (3) 1.5X9.25 .. 7 , (3) 1.5X9.25„ Lr) $'t7 '► , ' . LVL LVL 89_11 „ 4,_7„ 4,_7„ 4'',' a U � Q;•i .� ,. i , ' F.A.I. • *' �' '�',�• � ''•'1 ''► • e,, '•d:� • ' r• .,,'' • , .a IdNO WORK NO WORK a N b I I q , "r' M• 6 '. F 0 (3) 1.5X9.25 LVL ;oO O OC 6 BEARING WALL I ABOVE SUPPORTING P ,� .,, nr; I ROOF SPANNING DINING ROOM 10 AA d dA ` _y I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I NgW FOUHDATIO$ DECKING I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III AND BENCH T9 M TCO AND ALIGN 'WITH EXISTING III I I I I I I I �- I I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I III I 26'I-2" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I SECOND FLOOR FRAMING I I I I I I I I I I I I I I I I I I I I _ I _I - i I-' - ,I -I, )_ ,I =1, 1— ,I =I, I J_ L ,I = 1. I I i I I E I E 1 EC 1 NGI & I BENCH I I I — T 1 I =7 I I I I I IOVE EXISTING RAMINGDOIJ81LL ZX10" P.T. BEAMi MATCH EXISTING DECK FRAMING = Z I I I ^'1' 0 o z cnUJI M €, I I I I I I I I I I I I I I I 11 l-•-'-'-•-,-•--I m "' NOTE: LEGEND: z "° 0 ''� o I^ i I I I . 1 , I j I i I I mT oZ . co o III I � DIMENSION'S SHOWN ON FOUNDATION AND FRAMING PLAN REPRESENT THE DISTANCE NEW FOUNDATION vt z FROM THE FACE OF STUD TO THE FACE OF STUD. (F.O.S.) o I D�i I I I I j EXISTING FOUNDATION N ,l III I I I I I I I III j I 1 I j I I I III WALLS ARE SHOWN AS THE WIDTH OF STUD WITH NO EXTERIOR OR INTERIOR FINISH. FOOTING NOT SHOWN w STRUCTURAL WALL/BEAM ABOVE I I j - - - - - - NEW DECK FRAMING III • I I I I j j I �� I i I I �•�� I j I III -'- - - - - REPLACE DECK OVER EXISTING FRAMING I I I I I I � 10'-Off" FOUNDATION & FIRST FLOOR FRAMING ell, r f f r'" E N F I S H E R S I S L A N D ; -� SCALE: 1 /4" = 1 FOOT FOUNDATION & FRAMING PLAN 4� POLE RESIDENC O �. ISSUE: FILING DATE: 11 /07/06 REVISIONS: D E S I G N E D B Y: S iU S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 1 81 '-51" NEW ADDITION 27'-0"t EQUAL TO EXISTING FACADE AT EAST SIDE VERIFY EAST SIDE DIMENSION IN FIELD 27't DIMENSION INCLUDES EXISTING WEST EXTERIOR WALL EXISTING TO REMAIN WITH RENOVATIONS AS NOTED 279_0" 54 - 111" EXISTING 27'-0" 13'-6" I -13'-6" VERIFY ION IN FIELD 13'-6" 6'-0" 4'-7" 6'-0" 27'-51" 6'-0" 4'-7" 4'-7" 6'-0" 6'-0" 4'-7„ 4'-7" 6,-0" I w - 1 ^ N I'I a 81-5" I ^ „ L4 GARDEN TOOL BAR OM O i a 4'_1 p°' � 4 -7 t5 (25) NORTH 0 � I BATH O ( oo cfl 1 (6) LAUNDRY 1 RM, 1 7 o O 0 :- WALL I EFRIG 14 o (15) GUEST BEDROOM a o ° �k Q ^I OVENS FREEZE I N (21) NEW DECK S�TUDY%L BRARY (NO CHANGE) - O ^ (24) NORTH BEDROOM 1 � 8 -5 ENTRANC� P6l,s4TFORM 0 g'_5 " TI I , FINISHED DIMENSION CLO PANTRY OWDECLQ - ^ I r� RM. 3'-8}" 3'-8 " o0 4'-O'flCL 2'-019 3' 9 " N I O t I (3) co Lo I I s I 10 W ST I I (1 1) ENTRANCE I I of 2 EAST 10 13 EAS WING (16) GUEST BATH 0 II Ila 26 � -K,ITCHEN I I WING HALL ;� �? TOWER oo WING HALL BEDROOM HALL (NO CHANGE) 12 I z STOR E c° s jr !c—,,4, 3 -1 5' p" SPORTS CF) N _ , _ . CLOSET � (23) PLAY ROOM oA BV) I ' 1 " 4'-7" 4 -7 ' M sD SDA 7 � � A-7 W (5 Z �� O 5 CO in L - I ANNE'S DESK S N E E I (17) MASTER BATH A �29" A.F.F. I M (NO CHANGE) Q A_, _ __ 1-9 ' EXISTING CD I ( RIDGE I I B b- _13_ d 4 _p BEAM _ _ J. _ _ _ , „ 17' 41"- a I I I I a i 8'— 1 1 " I I a C CLO I I I I I NEW TIE BEAMS SD 20 ICOVERED I I 00 2 -1 PORCH I I I I I I (18) MASTER BEDROOM (22) SOUTH BEDROOM r 2 DINING ROOM I (1) LIVING ROOM NO CHANGE) I I I I M II II ( N ( ( I Lo (27) SOUTH BATH 6'y4" 6,-499 ^ I I I I I 17'-49$ 0 0 2'-0A" M _ - - II 13'-6" 13'-6" I I (19) SOUTH PORCH SECOND FLOOR PLAN NOTE: DIMENSIONS SHOWN ON FILOOR PLANS INCLUDE INTERIOR FINISHES. ASSUMED AT )/2" LEGEND: GYPSUM BOARD ON EACH SIDE OF STUD. EXTERIOR SHEATHING AND SIDING WHICH WOULD PROJECT BEYOND THE EDGE OF THE FOUNDATION ARE EXCLUDED AND NOT SHOWN. WALLS ARE DRAWN AS IF THERE WERE — ' STRUCTURAL WALL/BEAM ABOVE NO SHEATHNG OR SIDING FOR EASE OF JUSTIFICATION OF MEASUREMENTS AT INTERIOR AND FROM FLOOR TO FLOOR. EXTERIOR WALLS ARE 2X6;" CONSTRUCTION. BEARING WALLS AND POCKET- DOOR WALLS ARE 2X6" CONSTRUCTION. OTHER INTERIOR WALLS ARE 2X4" CONSTRUCTION. ti FIRST FLOOR PLAN RED A A` p P O L K R E S I D E N C E O N F I S H E R S I S L A N D SCALE: 1 /4" = 1 FOOT FLOOR PLANS ISSUE: FILING DATE: 11/07/06 REVISIONS: D E S I G N E D B Y: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 NEW ENTRANCE TOWER NEW ,ADDITION EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN OWNER CHOICE OF NEW ROOFING THROUGHT OWNER CHOICE OF NEW SIDING THROUGHT PROVIDE HOUSE WRAP (TYVEC OR EQUAL) (FINISH FLOOR FINISH FLOOR •1 '�, rr KEEN'S PLASTER CEMENT of NORTH ELEIVATION NEW ADDITION NEW ENTRANCE TOWER TYPICAL TRIM: 3.5" CORNER BOARD 8" 7.25" FASCIA OVERHANG EXISTING TO REMAIN EXISTING TO REMAIN AT SOUTH PORCH AND NORTH FACADE BOTH SIDES OF TOWER 7" TRIM OVER WINDOWS AS PER EXISTING 1" CEDAR SEE DETAIL SHEET A-12 CL 0 0 000 of ILLL 00 TM_ 11111 W11111 11 Hl I I I llil 1�11 I jj� 0 W _N Z O O O O O � I' I NEW "LATTICE" TO COVER FOUNDATION AS PER EXISTING 81 '-61" D�Rc i SOUTH ELEVATION G� t�UFTti•� c�. O �C�-• P O L L R E S I D E N C E O N F I S H E R S I S LA N D SCALE: 1 /4" = 1 FOOT ELEVATIONS ISSUE: FILING DATE: 11 /07J06 REVISIONS: r� DES I G N E D B Y: S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 9 9 g O I MI•t J Ll I LU-Lfl AjiliLLU I-L� JLLL 0000 -A AM, 000 110 M MI I ilia , I 1 11 J J ASSUMED 8" BLOCK FOUNDATION (CONDITION IS ASSUMED FOUNDATION NOT ACCESSIBLE FOR (CONDITION IS NOT MEASURING ACCESSIBLE FOR MEASURING +. a WEST ELEVATION LOOKING WEST SECTION D BETWEEN TOWER AND NEW ADDITION I Li iLILL oo 7.771 HALL FINISH FLOOR I I I I EAST ELEVATION AT TOWER .- - - -' -' �cl 1(4,�Z�BEry LOOKING EAST ELEVATION THROUGH LIVING ROOM 66 OF is . . P O L K R E S I D E N C E O N FISHERS ISLAND SCALE: 1 /4" = 1 FOOT ELEVATIONS & SECTION ELEVATIONS DESIGNED BY: SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: 212 724-7204, FAX: 212 724-9779 ON FISHERS - ISSUE: FILING DATE: 11/07/06 REVISIONS: ( ) ( ) S ERS ISLAND. TEL. & FAX. (631 ) 788 7434 12'-11 " 5.25 X 11 .25" LVL MICROLAM RIDGE BY TRUSS JOIST O 0 1/2" GYP BOARD CEILING OVER 5 -1 � 1X3" STRAPPING m � � M (A I :m `t 0 Li O O -� O O F- Q � Q O LL- tf) CL O� JmM JW � I I O WIZ ^I JF- �, 00 I 00 ~ O 00 Lo 00 � --I I O r` O 1 XO � m I— Z � r4 o p w CL (A F- cD c0 N x Z O U--1 = �p I I ^I L`- Y ~ p -1 LAJ_ r N W ^ (/7 al M7 M Z_ O O W F- O in (Ifm r p Q " Q per ""* JJ " M LSO I � � M _ o z mo ASSUMED WALL OF EXISTING co V' L '- STRUCTURE Zm O GRADE ASSUMED EXISTING FOUNDATION DETERMINE GRADE IN FIELD - BOTTOM OF FOOTINGS/PEIRS Q 4'-0" BELOW GRADE ON UNDISTURBED SOIL i POURED CONCRETE STEP FOUNDATIO I GRADE FURNACE 1 0 ROOM SLAB 1 LOOKING NORTH SECTION B LOOKING WEST SECTION A TOWER & WEST WING ADDITION ARE EQUAL HEIGHT. MATCH PITCH OF EXISTING ROOF ® 0 I pil I 2X6"HEADER o ® 2'-411 M ®'0 8'-091 1 a o ®'o C I E N 0 o TRIPLE 2X6"BAND ® o ,o 'o O / PLAY ROOM STEEL CRANE p 1 ~ BEAM FASTEND 1 00 p 00 \ TO SAME 0 EACH jl 1 O 1 SIDE OF TOWER -- " L` PLUMBING \ ENGINEER TO N N CHASE \ CONFIRM SIZE & �^ o \ CONNECTION. _ TRIPLE 2X12"BAND Z_ DOUBLE 2X8" TIE BEAM EACH SIDE OF RAFTER BLOCKED & FINISH TRIMMED 10'-10" OPENING TO HELF DINING ROOM MIY ^ MIY r O IOUNTE COUNTER TTLE HALL 0) 00 10'-6" O ANNE'S DESK p 1 L I M C4 M FINISH FLOOR F: I AR lb ZABE cq at LOOKING SOUTH SECTION B LOOKING WEST SECTION C THROUGH TOWER 026 �� OF NcN P O L K R E S I D E N C E O N F I S H E R S I S L A N D SCALE: 1/4" = 1 FOOT SECTIONS ISSUE: FILING DATE: 11 /07/06 REVISIONS: ;f D E S I G N E D B Y: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 WINDOW/DOOR NOTE: Masonry Opening 8-1 1/8 .6-1 1/g1 857) 5-1 1/8 2-9 3/16 Masonry opening 2-4 1/2 NEW WINDOWS & DOORS:MARVIN WINDOWS ARE RATED TO D.P. 40 (TO RESIST AIR Rough Opening 8-1 5/8 6-1 5/g1 870) 5-1 5/8 2-9 11/16 Rough opening 2-5 AND WATER INFOLTRATION FROM155 MPH WIND) Frame Size 8-0 5/8 6-0 5/g1 845) 5-0 5/8 2-8 11/16 HARDWARE THROUGHOUT: WHITE IF AVAILABLE AT NO EXTRA CHARGE Glass Size 45" 33" (838) 20 29/32" 27" Frame size 2-4 FINISH: PRIMED INTERIOR (WHITE), WHITE ALUMINUM EXTERIOR 5 REQUIREED (1 W/OPERABLE WIN NdSYLAT CASING JAMB: 2XV CONSTRUCTION. 5 REQUIRED 2 REQUIRED 1 REQUIRED 1 REQUIRED 2-3 3/8 GLAZING & SCREENS SIMULATED DIVIDED LITES (MUNTIN PATTERN SHOWN ON ELEVATIONS): 2-3 s/sFIE FRENCH CASEMASTER WINDOWS: DOUBLE GLAZED, SCREEN, SIMULATED DIVIDED LITES, 68 HEIGHTS 70 HEIGHTSF�— 68 HEIGHTS 2-3 1/8 WHITE HARDWARE. 6-10 1/$ 089) D D 7-2 1/4 s-10 1/4 AWNING WINDOWS: DOUBLE PANE, SIMULATED DIVIDED LITES, SCREEN, WHITE 6-10 1/2 096) O 2 CAWN2828 7-2 1/2 6-10 1/2 79_619 HARDWARE. 6-10 (2 083) 7-2 6-10 83-0" MARVIN SLIDING DOOR: DOUBLE PANE TEMPERED GLASS., W/SCREEN, WHITE 74 5/8'(1 895) 71 7/16" 74 5/8" HARDWARE. LLILL4 AWNING WINDOWI DIMENSIONS FOR TOWER(MARVIN CLAD) JAMB FOR 2X4"CONSTRUCTION TRIPLE MULLED WITfH DOUBLE STUD POCKET Masonry Opening 2-8 1/2 Cut—out Opening 22 3/4" MARVIN CTfPD4068 TEMPERED GLASS CTPD6068 TEMPERED GLASS CUOAF5070 TEMPERED GLASS CTPD2668 TEMPERED GLASS Rough Opening 2-9 Unit Dimension (outside of brickmould) 22 3/4" MARVIN EXTERIOR DOOR DIMENISIONS Masonry Opening 2-4 1/2 Depth 2 7/16 DOORS ARE RATED TO D.P.40(TO RESIST 1155 MPH WIND)WHITE HARDWARE,STANDARD SCREEN,INSULATING LOW E GLASS Rough Opening 2-5 Vent Area 76 sq. inch Frame Size 2-4 Masonry Opening 4-0 1/2 3 REQUIRED 7 REQUIRED - Rough Opening 4-1 0 3 REQUIRED 2-3 3/8 CFELP32481S 2-3 5/8 2-3 1/8 CAWN2828 CLAD IN SASH - RT-28 FULL ELLIPSE WEBB THERMOPLASTIC LOUVER HPOL 1-6 ' AWNING WINDOWI DIMENSIONS(MARVIN CLAD) PLUS TWO EXTENSION POLES FOR OPERATION (WINDOWS ARE HIGH ABOVE FIN. FL.) 2 —61 R.O. ; DINING ROOM/ KITCHEN (DOOR 5' WIDE GARDEN TOOL ROOM DOOR 3' WIDE POWDER ROOM POCKET DOOR UNDER STAIR STORAGE BIFOLD DOOR 4'-0" POCKET DOOR CLOSING OFF KITCHEN SELECTION TO COME SELECTION TO COME SELECTION TO COME SELECTION TO COME SELECTION TO COME (,Masonry Opening 4-0 1/X'1 232) + i 5 6 7 O (Rough Opening 4-1 (1 245) i O O O 9 FFrame Size 4-0 (1 219) O (Glass Size 19 9/16" (497) VELUX QVM 306 00969 (IMPACT RESISTANT, MANUEL, SELF FLASHING, VENTING) LIGHT & AIR 2 MANUEL 2' RODS Masonry Opening ;3-11 3/8 7.10 S.F. LIGHT 2 MANUEL 10° RODS 4.77 S.F. VENTILATION Rough Opening ,3-11 5/8 Frame Size 13-11 1/8 Glass Size j41 7/8" CFCM4848 VELUX SKYLIGHT DIMENSIONS SCALE:1 4"=1 FOOT MANUEL VENTILATING,REQUIRES FLASHING KIT 10 11 12 13 14 O O O O SELECTION TO COME SELECTION TO COME SELECTION TO COME SELECTION TO COME SELECTION TO COME \ Masonry Opening 4-8 1/5 Masonry Opening 4-7 3/8 , Rough Opening 4-6 1/4 Rough Opening 4-7 5/8 , Frame Size 4-9 STUDY HALL BIFOLD CLOSET DOOR LAUNDRY ROOM DOOR 2ND FL. STORAGE ROOM DOOR 2ND FL. BEDROOM DOOR 2ND FL. CLOSET BIFOLD DOOR Frame Size 4-7 1/8 Glass Size 4-6 1/2 Glass Size 49 7/8" i i CFCM4856 Masonry Opening 4-8 1/2 Masonry Opening 4-11 3/8 Rough Opening 4-9 Rough opening 4-3 7/16 Frame Size 4-8 Frame Size 4-11 5/8 Glass Size 23 9/16" Glass Size 4-3 19/32 ' is is 17 — 6'-019 O CRTCMIS2860 2W Masonry Opening �4-11 3/8 � �. / �, � ` Rough Opening 4-11 5/8 ' ` SELECTION TO (COME SELECTION TO COME SELECTION TO COME Frame Size 4-11 1/8 ' ` Glass Size 53 7/8" , 2ND FL. BATHIROOM DOOR FURNACE ROOM DOOR CRAWL SPACE DOOR ,'' MARVIN FRENCH CLAD CASEMASTER IN SASH OPERATING RT6 EYEBROW ABOVE SPRINGLINE SCALE:1/4 1 FOOT ` � 2' ` ' WINDOWS ARE RATED TO D.P.35 TO RESIST 141 MPH WIND CFCM4860 CFCM5660 CCM2460 (3) MULLED WITH SINGLE STUD POCKET MULLED WITH SINGLE STUD POCKET INTERIOR DOOIRS CHECK ROUGH OPENING WIDTH WITH MARVIN Masonry Opening 2-0 1/2 Rough Opening 2-1 Frame Size 2-0 6 REQUIRED Masonry Opening 5-11 3/8 i i Rough Opening 5-11 5/8 Frame Size 5-11 1/8 Glass Size 65 7/8" DETAIL TO COME i CFCM4872 CCM2472 MARVIN FRENCH CLAD CASEMENT WINDOW DIMENSIONS SCALE:1/4"■1 FOOT WINDOWS ARE RATED TO D.P.50,PRIMED WOOD INTERIOR,JAMB EXTENSIONS FOR 2X6 CONSTRUCTION WITH STANDARD SCREIEN AND WHITE HARDWARE. DECORATIVE DOORS&SHUTITERS SCALE:1/4"=SCALE DECORATIVE DOOR DETAILS xF SO ARC � i z �t iy, " :. L, �1Aj_ t POLK RES IDENCE O N F I S H E R S I S L A N D SCALE: 1 /4" = 1 FOOT WINDOW SCHEDULE ISSUE: FILING DATE: 11 /07/06 REVISIONS: D E S I G N E D B Y: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 > ❑ FE 4 GARDEN TOOL BR OM a a (25) NORTH c� BATH (6) LAUNDRY RM. ILI (o 15) GUEST BEDROOM ° r I WALL ER FRIG � OVENS FREEZE (21) NEW DECK k: I 0 (0 _N ENTRANCE PLATFORM STfUDY/LIBRARY (NO CHANGE) (24) NORTH BEDROOM 8 CLO � POWDE CL (- - PANTRY I I RM. L -J or--) I 10 WEST I I I I (1 1) ENTRANCE ( I I I 12 EAST (13) EAST WING (16) GUEST BATH KIITCHEN j WING HALL TOWER WING HALL BEDROOM HALL 26 (NO CHANGE) T7sTORAGE SPORTS CLOSET (23) PLAY ROOM S 0 AGE7 LJNl E I I I I (17) MASTER BATH — � EXISTING RIDGE BEAM U (NO CHANGES I CLO CLO I I I I NEW TIE BEAMS Jj (20) COVERED PO)RCH 2 DINING I I I I (18) MASTER BEDROOM `- ( ) ROOM (1) LIVING ROOM (22) SOUTH BEDROOM �r , , I I I I (NO CHANGE) ° k � I �:_ \ � � (27) SOUTH BATH IL (1 s) SOUTH PORCH SECOND FLOOR PLAN LEGEND : - ' STRUCTURAL WALL/BEAM ABOVE FIRST FLOOR PLAN ED ARC' AeFr c b cn Y 9�46''"26C1 0F hEW P O L K R E S 11 D E N C E O N F I S H E R S I S L A N D SCALE: 1/411 = 1 FOOT ELECTRICAL PLAN ISSUE: FILING DATE: 11 /07/06 REVISIONS: DESIGNED BY: SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 Finish Schedule: First Floor ROOM WALLS FLOOR CEILING CORNICE BASE INTERIOR OPTIONS WINDOW/DOOR CASING (1) LIVING ROOM GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTO)R. COATS POLY. (2) DINING ROOM GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTO)R. COATS POLY. 3 KITCHEN CERAMIC TILE 5" MIN. C.T. ABOVE CABINETRY, RANGE, HOOD, SINK, FAUCET DISHWASHER, LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. ( ) GYP. BD. GYP. BD. 4" FLAT FIN.FL. 4 FLAT FORMICA OR EQUAL COUNTERTOP PROVIDED AND INSTALLED BY (CONTRACTOR. OWNER CHOICE OF COLOR. (4) GARDEN TOOL GYP. BD. CERAMIC TILE GYP. BD. 4" FLAT 5" MIN. C.T. ABOVE 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTO)R. MECH ROOM FIN.FL. (5) GARBAGE GYP. BD. CERAMIC TILE GYP. BD. 4" FLAT 5" MIN. C.T. ABOVE 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. ALCOVE FIN.FL. (6) LAUNDRY GYP. BD. CERAMIC TILE GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES, WASHER/DRYER PROVIDED BY OWNER. INSTALLEID BY CONTRACTOR. FUEL TANK, BOILER, HOT WATER ROOM SYSTEM TO BE CHOSEN BY OWNER AND CONTRACTOR. (7) PANTRY GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT COATS POLY. LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. (8) POWDER ROOM GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT COATS POLY. LIGHT FIXTURES, PLUMBING FIXTURES, PROVIDED BY OWNER. INSTTALLED BY CONTRACTOR. (9) STORAGE GYP. BD. COATS POLY..OAK STRIP GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES, PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. STAIR (10) WEST WING GYP. BD. OAK STRIP GYP. BD. 4" FLAT 6" FLAT NONE LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR, HALL COATS POLY.. TOWER GYP. BD. OWNER PROVIDED BY GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. (12) EAST WING GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR, HALL COATS POLY. (13) EAST WING GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOIR. BEDROOM HALL COATS POLY. GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT STUDY/LIBRARY LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOIR. STUDY/LIBRARY COATS POLY. (15) GUEST CERAMIC TILE BEDROOM GYP. BD. GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOIR. (16) GUEST CERAMIC TILE 5" MIN. C.T. BEDROOM BATH GYP. BD. NONE PROVIDED BY OWNER LIGHT FIXTURES, PLUMBING FIXTURES, PROVIDED BY OWNER. INSTTALLED BY CONTRACTOR. (17) MASTER BATH GYP. BD. CERAMIC TILE GYP. BD. 4" FLAT 5" MIN. C.T. 4" FLAT LIGHT FIXTURES, PLUMBING FIXTURES, PROVIDED BY OWNER. INSTFALLED BY CONTRACTOR. PROVIDED BY OWNER (18) MASTER GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOIR. BEDROOM COATS POLY. (19) SOUTH 2X6" P.T. WOOD PORCH DECKING LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOIR. (20) COVERED 2X6" P.T. WOOD LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOIR. PORCH DECKING ENTRANCE 2X6" P.T. WOOD LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOIR. PLATFORM DECKING Finish Schedule: Second Floor ROOM WALLS FLOOR CEILING CORNICE BASE WINDOW/DOOR OPTIONS CASING (22) SOUTH BEDROOM GYP. BID. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT COATS POLY. LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY COINTRACTOR. (23) PLAY ROOM GYP. BID. OAK STRIP W/3 COATS POLY. GYP. BD. 4" FLAT 4" FLAT LIGHT FIXTURES, PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. (24) NORTH BEDROOM GYP. B D. OAK STRIP W/3 GYP. BD. 4" FLAT 4" FLAT COATS POLY. LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY COPNTRACTOR. C.T. PROVIDED BY „ 5" MIN. C.T. LIGHT FIXTURES, PLUMBING FIXTURES, PROVIDED BY OWNIER. INSTALLE (25) NORTH BATHROOM GYP. BD. OWNER GYP. BD. 4 FLAT PROVIDED BY OWNER 4 FLAT BY CONTRACTOR. (26) STORAGE GYP. B D. OAK STRIP W/3 GYP. BD. 4" FLAT 4" FLAT COATS POLY. LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. 27 SOUTH BATHROOM C.T. PROVIDED BY " LIGHT FIXTURES, PLUMBING FIXTURES, PROVIDED BY OWNIER. INSTALLE ( ) GYP. BiD. OWNER GYP. BD. 4" FLAT PROVIDED C BY OWNER 4" FLAT BY CONTRACTOR. ERE ARNvyr - q 1266(�� -�"; OF N ` P O L K R E S I D E N C E O N F I S H E R S I S L A N D REVISIONS: SCALE: NOT TO SCALE FINISH LE D E S I G N E D B Y: S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212 724-7204, FAX: 212 724-9779, ON FISHERS ISLAND: TEL. & FAX: 631 _ DATE: 2/24/07 ISSUE: FILING PLUMBING � ( � ( ) 7887434 RISER DIAGRAM Palk Nailing Schedule: FLaOR F1�AMING Joist to Sill, Top Plate 4-8d 4-10d per joist or Girder Figure 2.2c Typical Wind uplift Connections For c+annections not made by other means such as Simpson Ties (Toe-nailed) Bridging to Joist 2-8d 2-10d each end Prescriptive design based on "Wood Frame Construction Manuel for One-and Two- (Toe-nailed) Blocking to Joist 2-8d 2-10d each end Family Dwellings 2001 Edition" Table 3 . 1 . ACROSS SECTION END VIEW Joint Description Number of Common Number of Box Nail Spacing (Toe-nailed} Nails Nails Blocking to Sill or Top 3-16d 4-16d each block Plate JF ROOF FRAMING Rafter to Top Plate 3-8d 3-10d per rafter (Toe-nailed)Ledger Strip to Beam 3-16d 4-16d each joistolsT ,� ; SIMPTON MTS 12 EA. m (Toe- ailed) (Table 3 . 4A) (Table 3. 4A) (Face-nailed) .�q,Ceiliing Joist to Top 3-8d 3-10d per joistJoist on Ledger to Beam 3-8d 3-16d perjoistRAFTER Plate (Table 3 . 4A) (Table 3. 4A) (Toe-Inailed) (Toe-nailed) -Ceiliing Joist to Parallel 3/12 slope : 15- 3/12 slope : 15- each lap Band Joist to Joist 3-16d 4-1'4d perjoist Rafter 16d 40d (End-nailed) (Face.-nailed) 4/12 slope : 11- 4/ 12 slope : 11- Band Joist to Sill or Top 2 16d 3-16d per foot Plate 16d 40d 7-12/12 slope : 7-12/12 slope : (Toe-nailed} e ROOF SHEATHING 4-16d 4-40d Structural Panels 8d 10d 6" spacing @ " (Table 3 . 9A) (Table 3. 9A) SIMPSOM MSTA 36 4' O.C. AT EA. SIDE As per Table As per Tab1Le edges, _ __�., " HEADERS & AT CORNERS Ceiliing Joist Laps Over 4-16d each lap 3. 10 3 .10 perimeter-, FLOOR Partitions (Table 3 . 9A) (Table 3. 9A) lookout block, JOIST (Face-nailed) rake , end _ Collar Tie to Rafter 3/12 slope : 3 ea. 3/12 slope: 3 ea. per tie gall . _ Face-mailed) assuming 12" end end 1211 spacing @ strap 1. 5" wide 4/12 slope :2 ea. 4/12 slope:2 ea. panel interior end end CEILING 6HEATHING 7-12/12 slope :2 7-12/12 slope :2 Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" ea. end ea.end r (Table 3 . 6A) (Table 3. 6A) 17ALL SHEATHING field SIMPSOM LSTA 18 4' O.C. AT EA. SIDE Block:in to Rafter 2-8d 2-10d each end HEADERS & AT CORNERS g Structural Panels 8d 10d 6`f spacing (Toe-mailed) ! _ edges _ Rim Board to Rafter 2-16d 3-16d each end - (Toe-mailed) 12" spacing FLOOR interior JOIST WALL FRAMING Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" Top P:1 ate to Top Plate 2-16d (1) 2-16d (1) per foot field (Face-nailed) FLOOR SHEATHING Top Palate at 4-16d 5-16d joists - ea. Structural Panels I" or 8d 10d 61,1 edge/12" Intersections side less 10d 16d field (Face--nailed) Structural Panels greater 6" edge/6" Stud -to Stud (Face-nailed) 2-16d 2-16d 24" o.c . than 1" field Heade:r to Header 16d 16d 16" o .c . @ a (Face.-nailed) edges 1. Nailing requirements are based on wall sheathing nailed 6 inches on-center Top o:r Bottom Plate to For walls C For walls 8- per stud at the panel edge . If wall sheathing is nailed 3" on-cemter at the panel Stud (End-nailed) 161high 2-16d 161high: edge to obtain higher sheer capacities, nailing requirennents for structural A 2-40d members shall be doubled, or alternate connectors , such as shear plates , Botton Plate to Floor 2-16d (1) , (2) 2-16d (1) , (2) per foot shall be used to maintain the load path. joist , Bandjoist, 2. When wall sheathing is continuous over connected members, the tabulated Endjo:ist or Blocking number of nails shall be permitted to be reduced to 1-16d nail per foot . WrF'1CANW0oKCWr_1L (Face-nailed) 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements. r ROOF VENT 'I i VENT I I ------ � I I I I I I I I I I I I I I I i I I I I I I I I I I I i I I I I I I I i I I I I I I I I I I ��7 SHOWER I I I SHOWER I I SECOND FLOOR 1 I I I I I r--------T---� 1 -------7 I I I I I I I AUNDR I I TUB I SINK I I CLOTHES WASHER DISH FIRST FLOOR I I WASHER I I I CLEANOUT I GARBAGE DISPOSAL I I �EXTERIOR F.A.I. CELLLER I I __0 I I erg w � o NEW ADDITION PLUMBING RISER DIAGRAM { P O L K R E S I D E N C E O N F I S H E R S I S L A N D REVISIONS: SCALE: NOT TO SCALE NAILING SCHEDULE DATE: 2/24/07 ISSUE: FILING D E S I G N E D B Y: S U S A N E. Y 0 U N G.. A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434