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HomeMy WebLinkAbout30685-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31958 Date: 10/30/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 4263 ORCHARD ST ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 27 Block 2 Lot 2 .5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 27, 2004 pursuant to which Building Permit No. 30685-Z dated OCTOBER 5, 2004 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 INDOOR SWIMMING POOL, ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RICHARD & CLARA SERRA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 103728C 11./21/05 2022223 09/20/06 PLUMBERS CERTIFICATION DATED 10/05/06 KINGq PLUMBING Ai6 tho ized Signature Rev. 1/81 Oct 20 06 04: 11p RICHARD SERRn 2129417675 p. 2 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TORN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural 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 2110 of I°5.o 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 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, Swinuning pool $25.00, Accessory build,s-tg$25.00,Additions to accessory building$25.00, Businesses$10.00. 2. Certificate of Occupancy=on Pre-cxistin9 uilding- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporan=Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. !> OCP ine� Zc,D(___ New Construction: Old or Pre-existing Building: _(check one) Location of Property: 1 04.3 `.3- W_f- T aa-t E N`y House No. Street Hamlet Owner or Owners of Property: 49 1 f F A- 9-> /t*ap LAKAr Se42.40 } Suffolk County Tax Map No 1000, Section A Block Q 2- Lot Subdivision `::,E'VT- Ye 2 S Ate Z _ �o+o DS Filed Map. 2'+ 7-q Lot: S Permit No, 30_�ot - DalcofPennit. lo�2I' I' Applicant: rGN-pgzb /.�L,uG_y�ng,J Health Dept.Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: C (check one) Fee Submitted: $ ?i�J•QD \ p t Signature 121f 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. 30685 Z Date OCTOBER 5, 2004 Permission is hereby granted to : NORA CONANT PO BOX 352 ORIENT,NY 11957 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4263 ORCHARD ST ORIENT County Tax Map No. 473889 Section 027 Block 0002 Lot No. 002 . 005 pursuant to application dated SEPTEMBER 27 , 2004 and approved by the Building Inspector to expire on APRIL 5 , 2006 . Fee $ 564 . 60 Zt2horized J� tgnature ORIGINAL Rev. 5/8/02 ay Electrical Inspection Certificate > Issue Date Electrical Inspection Service, Inc. Application hM 11/21/2005 375 Dunton Avenue 103728C r$ East Patchogue, New York 11772 (631)286-6642 i Issued To: Serra Residence p Street: 4263 Orchard Street A'. Village: Orient Zip: 11957 Town: Southold �. ; Section: 27 Block: 2 Lot: 2.5 WCC A Contractor: Ridge Electric Lic. # 1895 - Was examined and found to be in compliance with the National Electrical Code. 'Y h. ❑ Commercial ❑ NV Defects ❑x Pool ❑ 1st Floor [X] Indoor ❑ Basement El Hot Tub tiyF � Residential El Det.Garage Ll Attic ❑ 2nd Floor El Outdoor El Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans =.y ;. 8 1 r:o !�h,r Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves _<•' 4�f= _- ' Furnace 011 Gas Circulators Smoke Detector Bell Transformer srx1 y Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: 306852 Other Equipment /y 1-Aqua Link System / 1- Time Clock/ 10- 20 ❑�- Amp Spec Outlet Hugo S. gurdi President Rough Inspection: 11/03/2005 Inspector: John McMahon III Final Inspection: 11/18/2005 R Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. i '111111111 N .' Yf. 5O r�rJ�rJ��PrP�.PrJrJ'rJ'rJ�rJ�rJ�cPrJ�cPr�rldJ�r>nrPrJ�cJ�cPcPcnrJ�PrJ@P�Pr-PrJ�rJ�rJ�rJ'r.PrJrJ�rJ�rJ�cPrJ�cPrJcPrJ@PrJ�rJ�r�cPcPrJ�rJ�rJ�rJ�rJ�rJ�r�rlcPcfrJ� Co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERSBURE5 5 TY 40 FULTTON STT EETTF NEW NY 10038 S ,� 7 , - z - � `� 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 DOROSKI ELEC. INC MR AND MRS SERRA 5 5 5 P.O. BOX 781 4263 ORCHARD STREET CUTCHOGUE, NY 11935, ORIENT, NY 11957 5 Located at 4263 ORCHARD STREET ORIENT, NY 11957 Cc Application Number: 2022223 Certificate Number: 2022223 5 5 Section: Block: Lot: Building Permit:38� BDC: ns11 5 5 0� 5 5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 55 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, �5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 20th September,2006. 5 Name QTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Sensor 3 0 Carbon Monoxide 5 Generator Permanent Installati 1 0 100 amp 5 STransfer Switch 1 0 200 amp 5 Appliances and Accessories 5 r5 Dish Washer 1 0 1.2 KW 5 Exhaust Fan 6 0 F.H.P. 5 5 Oven 1 0 7.1 KW 5 5 Hydro Massage Tub(Therapeutic) 1 0 5 Furnace 1 0 Oil I^ 5 Pump Motor 1 0 1 H.P. f5 5 Steam Unit/Sauna 1 0 7.0 KW 5 Panels 51 200 zoo 24 5 1 50 10 5 5 Wiring and Devices seal c5 5 Fixture 113 0 Incandescent 5 5 Continued on Next Page 1 of 3 rrr5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 O rJrJrPrJrJrJrJrJrJrJrJrJr fcJrJ�rJcPrJr�r�r�cPcPrJrJrTurJrJ�rJrJ�rJrJr�rJ ar�rJrJcPcPrJrJrJrJrJrnrJrJ�rPrJcPrJ'rJu 111' cPrJrJcPcPr.00 O O rJ�rJ�cPcPrJiPr.TcPcPrJ�rJ�tJrJ�cPr�rlcPrJ�rJ�rJ�rJ�cPrJ�rJcPr1cPrJ�tJrJ�cPr1rJ�rJ�rJ�rJ�rJrJrJr�rJ��Pr�rJ�rJ�rJ�cPrJrJ@PrJrJrJdJ�rJ�cPcPcPrJr�rJ�rJ� O 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 5 f5j CERTIFIES THAT 5 5 Upon the application of upon premises owned by DOROSKI ELEC. INC MR AND MRS SERRA 5 Cj P.O. BOX 781 4263 ORCHARD STREET 5 C5 CUTCHOGUE, NY 11935, ORIENT, NY 11957 5 C5 Located at 4263 ORCHARD STREET ORIENT, NY 11957 5 Application Number: 2022223 Certificate Number: 2022223 �5 5 Section: Block: Lot: Building Permit: BDC: ns115+ Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 5 e5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, �S A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 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 5 authority having jurisdiction, and found to be in compliance therewith on the 20th Day of September,2006. 5 5 Name OTY Rate Rating Circuit Type 5 5 Fixture 14 0 Flourescent 5 5 Fixture 28 0 High Intensity 5 5 Outlet 167 0 General Purpose 5 5 Receptacle 91 0 General Purpose 5 5 Switch 73 0 General Purpose 5 5 Dimmers 9 0 5 5 Multi Outlet System 24 0 ft 5 Receptacle 1 0 20 amp Laundry S 5 Receptacle 1 0 30 amp Dryer 5 Receptacle 21 0 GFCI 5 5 Paddle Fan 3 0 5 5 Receptacle 7 0 20 amp Appliance 5 GFCI Circuit Breaker 5 0 20 amp rj Service 5 5 1 Phase 3W Service Rating 400 Amperes 5 5 Service Disconnect: 2 200 cb 5 5 Meters: I seal 5 55+ 5 Continued on Next Page 2 of 3 S Ni 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 D �nrlrJ�r�rncrdrenr�rJr1rJ@rLPL.PLJ-L3 J�L.PL]rrlrrl lrrlrlr.l': �r �rJ�rPrJ�rJ�r�rJ�rJ�rJ@ncnrPrJ�r�cncPrJ�rnrJ�rrcPrJ�r�rJ�rJ�i nrnrPcnrJ�rrr�cPrJ�r�rJ� o OIIIr frJcfrJ�rJ�r�cPtPcJ�rJrJ�rJ�rJ�r�cPrlcPrJ�cPrJ�rJ�rJ�rJ�rPrJ�rJ�rJ�cPtPrJ�rJ�rJ�r1rJrJ�r1rJAPcPcPrJ�rJ�cPrJ�rJ@!rJcPcPcPrJ�rJ�rJ�r�rJ�rlrJ�cPrJ�rJ�cPcPrJ� o 55 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 55 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 DOROSKI ELEC. INC MR AND MRS SERRA 5 5 P.O. BOX 781 4263 ORCHARD STREET 5 5 CUTCHOGUE, NY 11935, ORIENT, NY 11957 5 eS 5 Located at 4263 ORCHARD STREET ORIENT, NY 11957 5 5 Application Number: 2022223 Certificate Number: 2022223 e5 r5j Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of r5j 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor,Second Floor,Attached Garage, Outside,Attic, rrr,5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 S 5 authority having jurisdiction, and found to be in compliance therewith on the 20th Day of September,2006. 5 5 Name (OTY Rate Raft Circuit Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 seal 5 121 5 3 of 3 5 r1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Ej 5 5 v ��sQ'L3lI �sL�LPLPLPLPsL�CssMsEROMME o��gUFFO(�-c0 w = Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�fol �aO� Telephone (631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 5 CERTIFICATION Date: /DykL Building Permit No. Owner: n(Please print) Plumber: ky' (Please pri t) I certify that the solder used in the water supply system contains less than 2/10 of 1% — lead. (Plumb Signature) Sworn to before me this � day oc, C,rr(o Notary Public, County BARBARA ANN RUDDER Notary Public,State of New York No.4855805 Qualified in Suffolk County- Commlesion Expires April 14p G LUCKMAN MAYN ER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 pp fax 212.929.0833 Monday 15 May 2006 Damon Rallis Southold Building Department 54375 Main Road Southold, NY 11971 Re: Serra Property, 4263 Orchard Street, Orient Permit No. 306852 Dear Mr. Rallis, We inspected the insulation at the roof and walls for the two studios on 12 May 2006. The R-values of the insulation meet all applicable energy code calculations, as assessed in the submitted Compliance Certificate dated 11/21/05. We believe the insulation is installed to meet the requirements of the New York State Building Code and instructed the contractor to proceed with sheathing. Sincerely, c. 'J Richard Gluckman cc: file y:docs/04003/403cor/403cor DO B-R S.2006May15 G L U C I< M A N MAYN ER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 Friday 24 March 2006 Damon Rallis Southold Town Hall 54375 Main Road Southold, NY 11971 a� 2 9 Re: Serra Property, 4263 Orchard Street, Orient Permit No. 306852 Dear Mr. Rallis, We inspected the insulation at the roof and walls for the new pool on 19 January 2006. The R-values of the insulation meet all applicable energy code calculations, as assessed in the attached Compliance Certificate dated 11/21/05. We believe the insulation is installed to meet the requirements of the New York State Building Code and instructed the contractor to proceed with sheathing. Sincerely, Richard Gluckman cc: file g.docs/04003/40 3coi/4U;cat DOB RS 2006tNar24a G L U CK M A N MAYN ER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 Friday 24 March 2006 ro a �r Damon Rallis Southold Building Department 54375 Main Road Southold, NY 11971 Re: Serra Property, 4263 Orchard Street, Orient Permit No. 306852 Dear Mr. Rallis, We inspected the insulation at the roof and walls for the new pool on 19 January 2006. The R-values of the insulation meet all applicable energy code calculations, as assessed in the attached Compliance Certificate dated 11/21/05. We believe the insulation is installed to meet the requirements of the New York State Building Code and instructed the contractor to proceed with sheathing. Sincerely, JGL __ a i„S'• 1 Richard Gluckman ��� cc: file g:docs/04003/403cor/403corDOB-RS2006Mar24a GLUCKMAN MAYNER AR C H I T E C T S 250 Hudson Street New York NY 10013 tel 212.929.0100 -- �, fax 212.929.0833 APRT 3 ' � i i Friday 24 March 2006 Damon Rallis Southold Building Department 54375 Main Road Southold, NY 11971 Re: Serra Property, 4263 Orchard Street, Orient Permit No. 306852 Dear Mr. Rallis, We inspected the building framing for the required hurricane ties and straps for the new studio on 23 March 2006. We observed that hurricane ties and strapping were provided at every rafter. We believe that the hurricane ties and strapping are installed to meet the requirements of the New York State Building Code and instructed the contractor to proceed with sheathing. Sincerely, Richard Gluckman cc: file C LUCKMAN MAYN ER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 Wednesday 7 December 2005 Damon Rallis Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Serra Property, 4263 Orchard Street, Orient Dear Mr. Rallis, We inspected the building framing for the required hurricane ties and straps for the new pool on 3 November 2005. We observed that hurricane ties and strapping were provided at every rafter. We believe that the hurricane ties and strapping are installed to meet the requirements of the New York State Building Code and instructed the contractor to proceed with sheathing. Sincerely, Richard Gluckman Aq q� �e t wa cc: file Qp y.docs/04003/403dobcor/403co1'DQ B-R 5.2005 Dec7 GLUCKMAN MAYN ER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 Monday 22 August 2005 Damon Rallis Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Serra Property, 4263 Orchard Street, Orient Dear Mr. Rallis, We inspected the foundation walls for the new pool and studio buildings on 22 April 2005. The tie rods had been cut and respective holes had been parged. Waterproofing tar was applied to the concrete foundation from the footing to the proposed grade level. We believe that the foundation walls are constructed to meet the requirements of the New York State Building Code and instructed the contractor to proceed with backfilling and framing. Sincerely, ,S V A!? rice o- aC y Richard Gluckman ti COW cc: file 9:docs/04003/403cor/403corDOB&-RS2005Auy22 GLUCKMAN MAYNER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 Tuesday 8 March 2005 Damon Rallis Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Serra Property, 4263 Orchard Street, Orient Dear Mr. Rallis, We inspected the insulation at the roof and walls for the house on 2 February 2005. The R-values of the insulation are in accordance to what was specified on the filing drawings dated 07/08/04 and approved by your office on 10/05/04. We believe that the insulation is installed to meet the requirements of the New York State Building and Energy Codes and instructed the contractor to proceed with sheathing. Sincerely, P Richard Gluckman p�4 ARS cc: file OF g.docs/04003/403dobcor/403cor DO B-R 5.2005 Mar8 G LU CKMAN MAYN ER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 2 3 2004 Friday 28 October 2004 Damon Rallis Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Serra Property, 4263 Orchard Street, Orient Dear Mr. Rallis, We have inspected the concrete piers and the foundation walls for the new wood deck. We believe that the piers and foundation walls are constructed to meet the requirements of the New York State Building Code and that the contractor can proceed with backfilling and framing. Since`�F cC ARCM 0'4'0 �i r� c v � z i0� T51 C)Q ,y F RlchaYQ"m1LL cc: file gdocs/04003/403cor/403corDOB-RS.20040ct28 3o G8 S G LUCKMAN MAYN ER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 Friday 15 October 2004 Damon Rallis Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Serra Property, 4263 Orchard Street, Orient Dear Mr. Rallis, We have inspected the foundations for the Dining Room/Sitting Room and the new Mud Room. The tie rods have been cut and the respective holes have been parged. Waterproofing tar was applied to the concrete foundation from the footing to the proposed grade level. We believe that the foundations are done in an appropriate manner and that the contractor can proceed with backfilling and framing. Sincerely, NRichaGluck n cc: file g:docs/04003/403cor/403corD0 B-RS20040ct15 10 "Ed 15 Mom 09Z vnn-ol 0990fttl59-MAJ WCOZ:OI VC-VZ-des peAieaea P NOW York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444.0386 • FAX; (631)444.0360 Website:www.nec.ctste.ny.us EM M.Clotty Cemmi"Wer M J RI DICTION LETTER - FRESHW TER WETLA DS A WETLANDS ACT September 22, 2004 Richard Serra 173 Duane Street, 6' Floor )004New York, Now York 10013 Re: Application #1-4736-03357/00001 Serra Property, 4263 Orchard Street, Orient, SCTM #1000-27-2-2.5 Dear Mr. Serra; Based on the information you submitted the Department of Environmental Conservation (DEC) has determined that: The proposed project to construct an addition to a single family dwelling at 4263 Orchard Street, Orient, SCTM # 1000-27-2-2.5 is more than 100 feet from regulated freshwater wetlands_ The property landward of the paved road greater than 100 feet in length, constructed prior to August 20, 1977, as shown on Tidal Wetlands Aerial Photo 77-2159 Is beyond Article 25 (Tidal Wetlands Act) jurisdiction. Therefore, in accordance with current Freshwater Wetlands Regulations (6NYCRR Part 663) and Tidal Wetlands Regulations (6NYCRR Part 661), no permits are required under the Freshwater Wetlands or Tidal Wetlands Acts (Articles 24 and 25, respectively). Be advised that all construction, sedimentation, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary and landward of the tidal wetland boundary. It Is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Freshwater Wetlands or Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. In addition, any changes, modifications or additional work to the project as described, may require authorization by the DEC. Please contact this office If such activities are contemplated. TO'd 2T:TT VOOZ tZ daS 09£0VVVT£9:xpd SIIWd3d NOdIAN3 030,hN ZO 89% IS Mum 09Z =-dl 09E0VWE9-Wojd WeOZ:01 90-VZ-des psAieoey Please note that this latter does not relieve you of the responsibility-of obtaining any necessary Permits or approvals from other agencies or local municipalities. Sincerely, Mark C. Carrara Deputy Permit Administrator CC-, R. White, Gluckman Mayner Architects BOH MHP file M'd 81:IT v00Z vL daS 09£0vvvT£9:X'a3 SEWd3d NOc1If1N3 33QSAN Albert J. Krupski, President �SUFFOJ,rc��. Town Hall James King,Vice-President =� G'y� 53095 Route 25 • Artie Foster H - P.O. Box 1179 Ken Poliwoda x Southold,New York 11971-0959 Peggy A. Dickerson o�j'�0 a��� Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES RECEIVED TOWN OF SOUTHOLD JUN 0 9 2004 May 26, 2004 G MA Mr. Robert White 250 Hudson Street New York, NY 10013 RE: 4263 ORCHARD ST., ORIENT SCTM#27-2-2.5 • Dear Mr. White: The Southold Town Board of Trustees reviewed the survey prepared Howard W. Young last dated April 13, 2004 and determined the proposed renovations and additions to the existing single-family dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. • This determination is not a determination from any other agency. z a • If you have any further questions, please do not hesitate to call. Sincerely, f Albert J. Krupski, Jr., President Board of Trustees AJK:Ims • • of Sol/ �©f • o yCp�ry M TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C� DATE © INSPECTOR • OF SOury�� f f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _ r DATE /Z-L INSPECTOR ' 3�0 lQ o �o��OF Sol//, O �©f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY / [ ] FIRE SAFETY INSPECTION REMARKS: ��^—� �u`a �C c DATE B INSPECTOR tffsoOT�Hp�� qti o f Qif TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ t,'-6000H PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACCHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:-7j,-- J, I DATE �� �? C'S� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ i-YROUGH PLBG. [ =FOATION 2ND [ ] INSULATION NG [ ] FINAL [ ;i-FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -� 1 ./j r' DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� J INSPECTOR "�J FIELD INSPECTION REPORT DATE COMMENTS C5 � FOUNDATION(1ST) y ------------------------------------ xt FOUNDATION(2ND) J U vle � d o 6 � ROUGH FRAMING& m PLUMBING ?I y INSULATION PER N.Y. STATE ENERGY CODE -3 • s FINAL C� ITT O TS c 2,r- � �e i Q y- ( '0 pc r/l z m X QLD/� O z - Jas - ) 0 e � I � 0 x - � d b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? WN HALL Board of Health THOLD, NY 11971 4 sets of Building Plans L: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 O68S Survey www. northfork.net/Southold/ PERMIT NO. 3 Check Septic Form N.Y.S.D.E.C. Trustees Examined 0 ,20� Contact: Approved / O ,20__y Mail to: Disapproved a/c Phone: Expiration ,20 g I pector SEP z APPLICATION FOR BUIL IT - Date JVL `, 2004 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 -is of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or fas,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. E 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. n (Bigg re of. plic rt or name, if a corporation) a50 flu\D5 5TIZ LT N, f tJ'f 10013 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises IGNAr?a LLA12A SARA (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. a-(,o;- 05 H T Plumbers License No. 10 5-9 — P Electricians License No. a9¢/ — E Other Trade's License No. 1. Location of land on which proposed work will be done: 4`01 603 D2GH-AIKD 5r -F -r ]twN OF 50Ur401-D ViLLAO'6 0r- az/EN7' • House Number Street Hamlet County Tax Map No. 1000 Section a-7 Block 09. Lot a•S Subdivision !i& LER5 A-I O (5 R n1 b5 Filed Map No. -1-121 Lot $ (Name) r _ t w 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy R-3 b. Intended use and occupancy -3 3. Nature of work (check which applicable): New Building Addition___/< _Alteration�_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 33u0 l 6pa5 - 00 Fee 703 . 00 (To be paid on filing this ap lication) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor N A If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A r 7. Dimensions of existing structures, if any: Front 55 ' }✓ Rear 3� Depth Height 30t Number of Stories ;L+ f3 Dimensions of same structure with alterations or additions: Front 6,71-// Rear &7' Depth �j4`- �" Height 30, Number of Stories a-tB 8. Dimensions of entire new construction: Front N A Rear M A Depth NAA Height N�A Number of Stories N IIA 9. Size of lot: Front 430/ Rear :-71b / Depth /, 03% , •0. Date of Purchase 5MA`(2'004 Name of Former Owner KORA CoNa I.JT 11. Zone or use district in which premises are situated A/5�"R(Gj ADO 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_N04 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises?YES_NO X Rtu�ace� 14. Names of Owner of premises 61.R 50AM Address I13DuAt-C 47. WC, Phone No..)I-;• °I'15. 15-17 Name of Architect 6W6KMAMMA'YA,E AziiNr6c84ddressP,5D#V0SO,jST. Ar(0 Phone No117 . 91 . 0/00 Name of Contractor D(:IJNIS MCMAJi VO J Address 113 AVE. Phone No. (031 . 4-77 • 9 X1.83 &&&,&JF"T,A/.r 15 a. Is this property within 100 feet of%tidal wetland or a freshwater wetland? *YES)<NO * IF YES,6OUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of dtidal wetland? * YES NO * IF YES,b.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: RUNTY OF ) �C I C RA-RD &L 06-K }A A hl being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the AKC-H I (Contractor,Agent, Corporate Officer, etc.) .,-rs rizcd tc,i_s'orrn "!:aF e_, c .-d.h A .vnrl. , ♦n:r,k and Fle this hcation cf a..,..�..n � c .5:5.._5.5, andis duly au.`.. � �. .... _ r - ..__ .. „__. . ._ ... _. _ ,.pp . ; 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. Sworg to before me this l) day of JIALl 200q *4�NutaryP s gna re of Applicant AMANDA CRUZ NOTARY PUBLIC,STATE OF NEW YORK NO.OICR6085306 QUALIFIED IN BRONX COMMISSION EXPiREB: L 12123/21)d4 _ Permit# Permit Date Generated by REScheck-Web Software Compliance Certificate Report Date: 11/21/05 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: 14.000000000000002% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Compliance:Passes Maximum UA:1751 Your Home UA�1694 3.3%Better Than Code(ILIA) Ceiling 1:Cathedral: 5121 43.0 0.0 87 Metal,Thermal Break,Double Pan:Metal,Thermal Break, 1514 0.230 348 Double Pane: Ceiling 2:Flat or Scissor Truss: 1560 49.0 0.0 41 Wall 1:Wood Frame, 16in.o.c.: 3830 19.0 0.0 181 Window 1:Wood Frame,2 Pane w/Low-E: 806 0.354 285 Wall 2:Wood Frame, 16in.ox.: 5161 30.0 0.0 231 Window 2:Wood Frame,2 Pane w/Low-E: 443 0.354 157 Floort:Heated Slab-On-Grade: , Insulation Depth:5.0' 414 5.0 308 Floor2:All-Wood Joist/Truss Over Uncond.Space: 1700 30.0 0.0 56 Statement of Compliance: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. Builder/Designer Company Name Date Project Notes: Page 1 of 4 Generated by REScheck-Web Software Inspection Checklist Date: 11/21/05 Ceilings: ❑ Ceiling 1:Cathedral,R-43.0 cavity insulation Comments: ❑ Ceiling 2:Flat or Scissor Truss, R-09.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16in.o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16in.o.c.,R-30.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame,2 Pane w/Low-E,U-factor:0.354 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes_No Comments: ❑ Window 2:Wood Frame,2 Pane w/Low-E,U-factor:0.354 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments: Skylights: ❑ Metal,Thermal Break,Double Pan:Metal,Thermal Break,Double Pane,U-factor:0.230 #Panes Frame Type Thermal Break?_Yes No Comments: Floors: ❑ Floorl:Heated Slab-On-Grade,5.0'insulation depth, R-5.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 5.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 5.0 fl. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade) insulation and extends at least 6 in.below grade. ❑ FIoo2:All-Wood Joist(rruss Over Uncond.Space, R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Page 2 of 4 ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. . Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an onloff heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressureffemperature 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 4 of 4 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET (a 5 GJ VILLAGE DIST. SUB. LOT n r , lchQr . W4 Serrcl FORMER NER N E ACR. /lf o rA VJ r s S W TYPE OF BUILDING RES. z19 SEAS. VL. i FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ' _ ;�>C� '_ I5 I ; Io 21 - L. � �3103 9�— �O�c�uJitz 40 { � 13oCb k e..`c 51;iv 812 ! .0 k; tq k ns C b l zoo "k IF-4 R,©o j h "7-B '243 B sr fCct cG/ a !)a 6 4Noo' Soo vk� 4 qoo � ztn a8 -Z_ 7- 71/ - hf fri 2r'rQ 3 Soo CYj 41 -10o t000 l2 4m o 61 j(0 4 u pp lo tq Tillable 3 R Goo 2 2-6'0 ac�� FRONTAGE ON WATER 2 5`0 100 FRONTAGE ON ROAD S ur Qd 9 () DEPTH 41 House Plot -� p w o BULKHEAD , Total 39� _ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■co��o e7? . V s Y 2- � Basement Floors ic 14 9 2 Cp(A Fxt. Walls CoI .6`6k III! Interior Finish x ensiI 11 Fire Place Heat ® Pool Attic )eck '7 K, Z-1 2Z 1 zt�— Patio Rooms1stFloor LZ 3arage -A i•YYy I� 97 G LUCKMAN MAYN ER ARCH I T E C T S 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 JAN 17 Friday 6 January 2006 - Damon Rallis Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Serra Property, 4263 Orchard Street, Orient Dear Mr. Rallis, Enclosed, we respectfully submit the Revised Residential Prescriptive Package Worksheet dated 11.21.05, which replaces the original document dated 10.13.04 found on sheet A.002 of our amendment application to you, for Permit No. 306852. This Revised Residential Prescriptive Worksheet pertains to the Pool and Studio portions of the project only. The Residential Prescriptive Worksheet for the House portion remains the same. Please review and contact me with any questions or concerns you may have. Sincerely, r Richard Gluckman c: file ka wts 9:docs/04003/403cor/403corDOB-RS.2005Jan06 fy` °�: Residential €� .t .� Prescriptive Package Worksheet For Compliance with the f 2002 New York State Energy Conservation Construction Code Builder Name: Dennis McMahon Date: 11.21.05 Builder Address: 133 Central Avenue Building Address: 4263 Orchard Street Description: Single Family Residence Package#: 5 Zone# 11B Submitted By: Thomas Polise,Thomas Polise Consulting Engineer,P.C. Phone#: 212.645.1002 PROPOSED REQUIRED Glazing Area 100x 1249 + 8991 13.9 15 % Glazing Area Gross Wall Area Proposed Glazing Area" . Maximum Glazing Area R-Value Table 2 Package 5 Description Commentsyj!Lid R- Iuo Minimum R-Value Ceiling ,R+. R- Wall W19 R• 18 Floor Over Unconditioned Space R-30 R- 19 Floor Over Outside Air R-NA R-NA Basement Wall1 R-9 Slab Floor 5—Heated,' YI?SF.UnH '::R-NA R-NA Crawls ace Wall RNA R-NA Y U-Factor Description, ,`CommMb .. ,r v" Maximum U-Factor Glazin AFG Hard Coat 6w E. lh 035 U•0.45 Door I Doors Calculated as Glass U- a- U- 0.35 {}' U- Equipment Efficiency (This section may be left blank if Normal is selected on the right.) Heating AFUEMSPF E NomreI ' Efficiency Make&Model Number m . Hlgh;'Heatlr g Cooling SEER p High Cooling Efficiency Make&Model Number O High Heating&Cooling Statement of Compliance: The proposed building design represented in these documents Is consistent with the building plans,specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the New York State Energy Conservation Construction Code. Thomas V. Polise Thomas Polise Consult' n iRe& 11.21.05 Builder/Designer Company Name �O Date y.�P 0. .o NYS Department of State-Code Enforcement 2° 2 44 . pROFESSIONP�' LIGHT AND VENTILATION: HOUSE & MUD RM. L, " x"�� LIGHT PEN TI L.T I ON �I�lapprygy�E�.¢6y[I�n sv r.a MIM wM�m p��.ix11p.RMMxt I(pY A�%bio u[�M ruy I..Y{py M.P .uP WA •suiwXGPO [m Mnl'pLLaow R.P.W px�p� ly® Wr�xx�T!®aCdba�P.lfl M1r® I®.aw� Im.Ox� aIY.W.1tLY0[sai.bi.a6Y r���ryL1�0.�,'�� p1Rp��1Idx�M RP �Wgiu�NM WYi%. ��� w'"� 11'J. MlE 911N16WM ♦ P(gbYNNC N.n f TAx.OBIx TwS YYNx x IM.MYNx®On "—g LIGHT LIGHT AND VENTILATION: POOL & STUDIOS —T '!•� ,...�.„.,�n. LIGHT VE N T I Ln T I ON 1 ANCHOR CONSULTING RUn DING DEPARTMENT NOTES 1. cal xdx sru mrm ro M EaRrlalx a M R[Y811W. ........„r. 11 �.IEITI Ex mlx saE xw4sr arE xv mot M ma a M lax a samm Ert 4mxnLart trauma unnr mRwr Earmlprs _ wa xz mRR Itsla3 rxMc amaLmL ..,� z xfvrc mxnrnr xa;M cae�xclwx xwxsN/ OVIL aMRCId 9WL 0fM1 xl a44H4 Rx[MC RIYIS ter:r�ox'�nw�wn�xenauLR�Mn o�wv�il[x�a NOT FOR CONSTRUCTION xxMd PO Nl MQ.bExIF51YNC artanv♦M LbIFR 9n1 f.E/114®.VI MFPoN'x a M RMrMa 4FLnNn16 1 Raab M aallw.w mr SYwI a PNbmm n SERM MEW Rm.6 uarm x nm 4RI4tc sro svu IflafF M xx amxx EcrtmrE xx R'axm samz a.wo..w. l ILL Ca6MIGlaI xRlpn m Nm W TL: oolR WSMff. mrRlE.sm s44N agar,NLxG aLtrc Erc sua carr mII wL rartwr Isms a M xrsmlVl Rr mIx saE wr mm xxdr mot M ma a M 44Lx a tamun4x xR xl alm ware xNwR txsrmr �+ s srtrLS xnw.rw scats cab xN alm Eaxm E8 mwunr Ix ro E Err wm x wmmvrt xm GENER1t Hurts M Rsrmvz Rs vaw swE RraN ma xn m4z a 16E car amwxlm wsaxrtTxle 4-J 4. Yn M4 Ds xrw s sroxa u.mm �. . n mT a canrrnox.40o rR+r ,.,� a asal aax�asst x Imesaxm xa M wxx4x °— `,� A.002 nws car Nx4R Iswasox Fwxa.0 Nam rwx mxsxcml Lxw mN as-xR na-Ewer a¢uxs aan mDl LaItlN O uonlTl Lw.Imn Ilmu.,,utileeu Young & Young 400 Ostrander Avenue, Riverhead New York 11901 °eE 631-727-2303 q Howard W. Young, Land Surveyor sill Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl. Landscape Architect Douglas E. Adams, Professional Engineer LEGEND D EM = ELECTRIC METER ET = ELECTRIC TRANSFORMER W = WELL 8 O DECK 3 Lot 4 OF = ENGL05ED PORCH $ pa�° RO = ROOF OVER €? 5 = OUTDOOR SHOWER I Subdivi510n - 114 "Settlers At 095terponds" ;� bbE I Ed: RY FIRM ZONE EOUNOALINE Epp A55OALEO FROM FLOOD SANITARY MEASUREMENTS 01 IN°JIRANLE RATE MAP \ , REy I \A\ A ASTLY 510E OF POND A \ LOOATsV 5Y YONl6 I YOI j �I \\ 1onTml i 5T 28' 27 � £ 554°2-!'30"E IISl.31's` dry i� GPI 24' 40' Pik N N r a i CP2 48' S8' �b r FOOLR HIS Q O m HEATEs � r h r _ E 15i1µ5 /� /• I L o INa,EE.DI I i—�.mY,�.FAI,oe,"4EATcO"E"""m ., 3' i-' NOTE EM N,HARE11,E A-E I9ER I \`\ 9 Q JJI.Ny�, o I p i Lu KIN DH osnero+ \ ,rye J AREA = 10.57(90 AGRE5 N e, X11 o 5DI LINE=E I Lot 5 (� � o a i \APPRaxInATE • UBVISION MAP - "SETTLERS AT OYSTERPONDS" FILED IN u 1 2 �� !D / LANDWARD LIMIT OF THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 4, TIDAL YETLAN05 1984 A5 FILE NO 712q, FRESH WATER WETLANDS Q I • FIRM ZONE AE - SEE FLOOD IN5URANCE RATE MAP NUMBER 36103COO&B G LASTED DATED MAY 4, N-15 JL I I VETLANDFl,s 333 (—�. J I 9Ei ar NISDei 1 ry POND LINE A5 VEYED 2004 N `1 i0 9iORY FIIAMe I ! "Er Q O� 'RENOyjnON v'FiPMI' OI-EI SRo; TIDAL WETLANDS _ HI&H AGGE55p,QY T'PS E I i �yO GRA55 &/ILDINGI I OP E ELOPE 1 O SURVEYOR'S CERTIFICATION f AL I I /� EUILDING' ENVELOPE 1 1 � � • a�p� � WE HEREBY CERTIFY TO RICHARD BERRA, e 1 CLARA SERRA & FIRST AMERICAN TITLE by E INSURANCE COMPANY THAT THI55URVEY N _ PREPARED IN ACCORDANCE WITH THE CODE r FOR LAND SURVEY5 ADOPTED BY THE HE (� 8 N54°2-I'�O"W 848.00' I\ ASSOCIATION OF PROFESSIONAL LAND W. Y^`•p ato I \ * p U \ I 4 c c y W r O ,NIN Lot 6 yT HOWARD W .YOUNG, N.Y.S L5 N0 45099 m O SubdiVislon - U 1 z "settlers At Oysterponds" K/� SURVEY FOR a RICHARD SERRA e o 4 CLARA SERRAV� ry LOT 5 "SETTLERS AT 0YSTERPONDS"-------------- 5b� zoe At Orient, Town of Southold f �a m oNe set. Suffolk County, New York Aeie�` v REM to 9 �`I County Tax Map WMIM 1000 semi°° 2-7 e1.ck 02 L°c 2 5 EEe I i \ 85,.12' 7° HALYOAKE ROAD TITLE SUR\/EY �- __ N54'2"I'90"W I 821.80' \\ �- - _ I N54°2'1'30"W ORCHARD SIR \ ET '-- - _ 25.10' _ ' , D 1 r AW. 3, 2004 1 JULY 22, 2004 JULY 6, 2004 " = 1 MAY 20, 2004 s„�3 MAY 6, 2004 5-ES R I MAP PREPARED APR 13, 200483 k 1 knaL� 51-ALE I”=100' TS Be l O•HDw T sEr ■ =MaxmExr Fa D Q.STAKE STAr rain c=CHI ND=NDDF a M s=STOOP CE•CELLAR ENTNA"DE JOB NO. 2004-0141 DWG. 2004_0141_te, I OF 2 I Young & Young Nqj 400 Ostrander Avenue, Riverhead, New York 11901 Et 91A 631-727-2303 9N Howard W. Young, Land Surveyor as 3 ! ThomC. Well Engineer I Lot 4 - Robert C. Tost, Architect Ronald E. Plf hi, Landscape Architect qb€ I Doltglas E. Adams, professional Engineer €H3 {�/ I Subdivision - I "Settlers At Oysterponds" ' I o I r 1111 Illll +oeo 1 I VIII I I II11 I \ 1 € i A�A E! gP i iii+°i I� ss +1034 +lona \$ i IS 9 � � j l loss � ♦ `- i g9 I.E. o _ PpoL - tl ♦ i 1 I _ HEATeR rroL I BSbY a v ___ _______ ________ 7___ __________ SANITARY MEASUREMENTS b� 11 Io %=T'saB-TSrEP __D2s�_____ y ST 28 40 b}bbl f.ee+ I\ \ 1 A B 2 Y S = zDo CFI �3B�s Y n.n — — a� I1 1 , ei j �`I ; it OP2 48' 58' bhp —I 1201zThTEF kill I I 3 ;a I, / / Lb--__t I 1 !I CPS 955' 58 `bit ,pl II 1 I O1 I I I I 6'61 NI A, I' ll t 11 Ill I 1 Cµ IN LINK FENCE 1 1 PATIO LINES 06�L Y, ♦ I 3Y / f21 BIRbH \I I Ins+ 1 \\ 1 1 . 11 14 �" { I1 . I Fill I 1 +112o \\ i ! NOTE rc { THE N.Y S. FRESHWATER I = d ' I I i 1 ` i WETLAND BOUNDARY AS AREA = 10 5"760 ACRES O • Y 1 I I .'O Tsee �\ j 1 �\ i DELINEATED (FLAGGED) BY j yT �I SUBDIVISION MAP - "SETTLERS AT OY5TERP1115" FILED IN C sle sBr 11 '1 Il I 0 ,Ree \ \ R. MARSH, E. ALEXANDER < I THE OFFICE ff THE CLERK OF SUFFOLK COUNTY ON MAY 4, IDeD=nsTeP O ^t e1 ,\\ Os#3,n 0 II2 STORY S. LARKIN ON 06/10/04 1 • FIRM IZ04 T `NEF r5TEP=10.21 \ I m¢ OW t --------- --- __- - , ATOM = NG V. DAVM ° 1 \ 1 I FILENO. TT29 2 5T0 E \ ; ! �D (M.5 L 1929) 9 TB=nsTeP O 0 N / - 0' s•rrwlr HOUSEI O -� N m i l \ L RENOVATIONS ADDITION R • Ic AE - SEE FLOOD INSURANCE RATE MAP NUMBER 92D=r/BTEP O N O I 1 \ LINE OF ExIBTING I I 56105000@'e 6 LASTED DATED MAY 4, 1996. T5TEP=B D2 N -..i 9 Q I 1 I\ +�W___--- e I I \ 1 NONE � DECK � I 1 1 I a T/STEP=H9"I V 1= l s el lag g nsTeP=T 41 Q 0 ________ __________ 61 1 __ t ll�C'I j < i' 10) BEP= c 2 sroRr FRAM i m P l _ 9JRVEYOR'S CERTIFICATION HOV5E e GA E O —ri ea3 , �1 c I I RAGE N I mtiJ I Q r I ~s G� 69 DO "100 ❑ I 1911 a 1 IP ;O +1120 % i ! € �• 12m A1C1,,1- a SII el I i' � Y✓4L.lss 1 1 1 \�� i ' { 1 I Q `� I�G,YY� a DETAILj 1 j Wr WETLAND FLAG 1 NU. Ll� 1=A4RaP ..; 1 I_ �^y i 1 i SET BY NY5DEG. a 5GALE: 1" = 10' I v,a'Oi — rr1 Y♦ '+J '� � I —rl� J I I i is T_IL4 r1 c, c o1 LIMIT OF OLEARIN6, GRADING \ E I i �� I ♦E�ecwc �o,.=� i •ceowR 1 i 6 GROUND DISNBANGE Rl 5. 1o'aoFA Lot rJ' I I ) HOWARD W.!OUNG, NY. L5. NO 45895 o � i i N � I pemLr�ss'srlOewRs i I I I ( 4 1 I I I I LAND'cIOA, 1 br GEOAR 1 1 1 I PRINCIPAL 1 I I I - - - - _ 1 1 1 1 1 BUILDING — 5% \\ \ 1\,\\\ I to SLOPE PE ALL RE RT �`'�Ip\ ,C�/ \♦ ♦\ I\ \ 1 GNI�G;D I 5 1 ELOPE 11 I ..JVI\V L FOR 336 544+ 1 1 1 1v ceone l 1 I I \, RICHARD SERR,4 r' 4 ''CLARA SERRA _ ______ LOT 5 ____________ r 1 J �tSETTLERS AT OYSTERPONDS" aep a Orient, Town of Southold =b Suffolk County, New Y 0 ork b p County Tax Map oletrmt 1000 sectio„ 2l Stock 02 Lot 2.5 J 9 Q ex, 11111 `_• \I 1 TOPOGRAPHICAL SURVEY in N I N +loco +loan I I ` 1 Lot 6 j i Subdlvlslon - AUG. B, 2004 J. "Settlers At 0 stet onds" JULY Y 6,2004 a„yD By p MAY 20, 2004 'Piz k MAP PREPARED APR 19, 2004 SCFE ALE: 1"=40' TP &RNA d•r1oNmlemr eeT ■ •noxlrrcxr ramp A-sTA1as ser A=srA1a3 rollm c=c I-1 R0=Pah -m s=5— ce=ce—e eNmwsce JOB N0. 2004-0141 =bD D DWG. 2004_0141_topo 2 OF 2 ��: + a , APP VED AS NOTED OOMpLY WON ALL CODES OF B.FEE: 6 6b BY: WMIRED AND �NEW VOW STATE 4�!"`^"""'�Qf 16 DATE: It 0685 Tom WDES GEN 'E,FRAL_ NOTA NOTIFY BUILDING DEPARTMENT AT fdANaD11NMaA ALL DRAWINGS SPECfFICATIONS PIANS IDEA I r I 705.160E SAM TO 4PM FOR THE ES SS �pypNG MgP�pI, pgOyyNRANINRA011q ARRANGEMENTS AND IGN$ REPRESENTED pR 3 ; REFERRED WARE THE PROPERTY OF AND OWNS $Y 1' FOUNDATION . TWO PAQMIRW SOIIIII<ADTOMITINSIEES GLUCKMAN MAYNER ARCHITECTS WHETHER HE z. FOR ROM PgNIWPa PROJECT FOR WHICHTHEY'ARE MME' kS.FXECU ED �g + FlIM1Mm i,MLU1�MD RT8(SC NOT, 'THEY' WERE CREATED EVOLVED "D VELOPEDr " & MSULATION AND PRODUCED FOR THE,SOLE USE ON %JJQ TN CON ` 4. Ffm • CCNSTRUCTIOIC Ill NECTION WITH'TNIS'PROJEOT AND NONE -OF THE AT?OVE A, BE COMPLIETE FOR Cd. MAY BE DISCLOSED''OR'GIVEN TO OR USEY-S ANY ALL CONSTRUCTION SHALT. MEET THE OCCUPANCY OR PERSON FIRM OR CORPORATION FOR ANY USE OR RA 0 R: I ' E N T REQUIREMpRSOFTHE CODESOFNEW �+ Wap PURPOSt WHATSOEVER INCLUDING ANY- OTHERTRO _ - YORK STATE. NOT RESPONSIBLE FOR U�7E IS UNLAWFUL JECT, EXCEPT UPON WRITTEN 110ERMISSION AND y �, DESIGN OR CONSTRUCTION ERRORS. WIT CERTIFICATE! DIRECTION Of-GLUCKMAN"M_AYNER ARCHITECTS 4263 ORCHARD STREET OF OCCUPANCY No. DATE SU, MISION PLLMISERCERTFATC0117M ORIENT NEW YORK C R� 4. P_ 4. FOR FlUN0'PERMIT ALL CONSTRUCTION SHALL EXCEED THE SOLDER UI EQ NV WATER MEET THE,REQUIREMENTS OF , SUPPLr3YSTEMCAANIDTESQFFIEM!YOHICSTAE IADERMRRERSCERTIFI BMOOF i%LEM REWIRED DEPARTMENT LSF BUILDING SUBMISSION PLUMBING 6E��TM� i WATER LINES NEED NARJN[i i CONNECTFONS - 0 � � � �� � 0114 0 � - TESTING BEFORE COVERING R�VI�_-- , . • ���+ ~/a AFI 4 00MYWITHCHAPTER"46" ry • FL=DAMAGE PREVENTION ARCHITECT: aamHoLOTOWN i:-ODE. >� . AQP LU C KMAN MAYN ER ARCHITECTS G RETAIN STORM WATER RUNOFF $UANTTOSECTION45-10C OF THE TOWN COCE. I 250 Hudson Street, New York, New York 10013 €k4 ` Tel . 212.9 29 .0100 Fax 212.929 .0833 THOYA9 POUSE GGNSUL7IG DK1ND]t,P.D. , .W1.� lruN e-1 W! 1.. M' ,W 1+ WI) �. �5 4' 44, CONTRACTOR : ANCHOR CONSULTING V DENNIS M c M A H O N •�����•�` � � 133 Central Avenue Greenport, New York 11944 ,e Murray. NY 10 4th07 2Floor240 212.2676795 k+ Tel . 631 . 477 .9483 New York, ro ,OOD7_22aD 2,22676795 www.oncharcans Wling.com sfi £I PED ARC,- DRAWING LIST: �G r� G L U C K fi( A 'C �ITECTS .',:. A000 COVER SHEET SODA GENERAL STRUCTURAL NOTES AND DETAILS A001 GENERAL NOTES AND SYMBOLS S100 STRUCTURAL PLAN: HOUSE LOWER LEVEL y ao, POF NEW ,vs.s.ua.o A002 BUILDING DEPARTMENT NOTES S10V STRUCTURAL PLAN: HOUSE MAIN LEVEL UU5 S102 STRUCTURAL PLAN: HOUSE UPPER LEVEL , A010 PLOT PLAN S103 STRUCTURAL PLAN: HOUSE ROOF rn AOI I SITE PLAN NOT FOR CONSTRUCTIgN POOH PLUMBING RISER DIAGRAM AND NOTES Mw� A051 WINDOW TYPES AND SCHEDULE A052 DOOR TYPES AND SCHEDULE A100 FLOOR PLAN: HOUSE LOWER LEVEL SERRA ORIENT `4F ` A101 FLOOR PLAN: HOUSE MAIN LEVEL 4263 ORCHARD STREET A102 . FLOOR PLAN: HOUSE UPPER LEVEL Sou HOLD. NEW voRH A103 ROOF PLAN: HOUSE A150 REFLECTED CEILING PLAN: HOUSE LOWER LEVEL �A } A151 REFLECTED CEILING PLAN: HOUSE MAIN LEVEL G A152 REFLECTED CEILING PLAN: HOUSE. 'UPPER LEVEL PROJECT NO oaoo3 T A201 - EXTERIOR ELEVATIONS: 1� 4 HOUSE A202 EXTERIOR ELEVATIONS:, HOUSE ' COVER SHEET I A351 WALL' 'SECTIONS: HOUSE +r D100. DEMOLITIQN "P, N: HOUSE ',LOW, �A tiP f Fri "`:a £R- l EVEL p10,LDEMOITION PLAN: HOUSEMAIN "LEVEL SCALE: . N/A DATE 05 17/04 D102 DEM LITION PLAN Q HOUSE UPPER LEVEL 11y�' 74 PRAWN CU + v� .:- ` ISLk1: + 7 ryw s Sy li + o - CAD FILE Ag00,DWC IF . v O c CD rl t61uc mbn'MG RST Ar hi cts + x I PY �H k 1' c k� a �n revI ' TN-ter `' • r y t ', kv r - � _ � � "(�v i, 5. �_.. '•9trrY , tA-,b .�✓n ML. "n, . . ,. i I, ., - �� .. ..t..:, , r11 1­1" 1::i, r :, 1 - 11 11 � q' I 11 ' i HSM, ::J. r^ . ..i -v ,J:'r a �,. - _ nyii.LLI �. -,"L '� lr<,(r .g�i n, b,l i' iG .q.i rF,l ;. ,n t . . 1C _ .v : - _ - aM1 N , , N . i I } %' d_.. . _ _ _ _ ['�� p� ,, , p^ M1: y, '3 1 f' r ,: 1 11�� L N TES �, 1 ,•, 1 , F ABBREVIATIONS wT,,, , r .. , �An� I' : . .. . .. OVE FINISHED FLOOR AFF ..- s;.�; ..,,w .a, . �-.. ,._ >, ." moi', <;`. ; ' Alla'DRA LNG ,SPECIFICATION P -'' v . AB :, : ..',:?. 'i :' . r ,.. � . ..y)li: '$u >e lln �, , ` r i ",. '.,d;f y _$ ,✓'4, , DE;AS, _ ,p t s.:r ',. /%1 TRU TIO NAG G E 0 TO SHALL VERIFY. 9, CLEAN UR: THE: CO UCTiQN'.MA GER GENERA' NT C 0 " 1' Y, :, s, r J � y. ;' ' 11,. , ,'r,THE pGL�S,, ,0,,, N. MA EIZ/ fN RAL G WRACTOR .HAL E IFY NSfR NA / . - L CO, RA T R, ... :',.,., .,. , ... � .. ..n -, "r�,. .:,A„. , .. ,.. .;,,.,: ,- I A RANpEMENTs ANO:D�SIQNS.:R 'PRES� R ; ': ' : ” �,.�,. n ACCESS PANEL A P, A 0 , u '- t' FERRED TO ARE THE PR' } i,t ' m, , ISTING'CONDITIONS-1N' . E FIE PRIOR TO COMMENCING ORK SMALL KEEP`TME S: - fREE F OM AC UMULATION OF MATE I ..:, ' OPERTYIOWN B(. : AU .k , , CO S . .TH LDW ITE R C RIAL ACOUSTICAL ACOUS'. a;e+r, ° G UOK AN` R pyq __;' M MAYNE ARCHHEGTS "WH H TH ' ,1 a,< 1P7 - ,.° ` , . :' AND SHALL 'REPORT-ANX.DISCREPENCIES BETWEEN 'DRAWINGS AND FIELD AND DEBRIS. PREMISES SHALL $E_LEFT•l3RQOM CLEAN AT T E . L :' �( ee „a, m L H . ADJACENT ADJ. „- ,,,,:, PROJECT FOR WHICH THEY ARE MADE IS EXECUTED flR ' " ., x'9 ` -,N ^. CTOR' SHA L' E $P r ,., al „':,� CONDMONS TO THE ARCHITECT, CLOSE OF:EVERY WORK DAY, „ CONTRA L B RESPONSIBLE IR CONDITIONING >, ' A` <„ ws - Nor: THEY WERE CREATED..LVOLVED DEVEL PE " - 4t4:: F A N A/C ANO P 0 . 9 r ' OR THE-REMOVAL OF ALL UNWANTED EQUIPMENT AND DEBRIS A _ ROpUCLD '.FOR,THE:SO11 DSE ON D I CO = s , " 2. THE CONSTRU TION MANAGER GENERAL CONTRACTOR SHALL T . ALUMINUM AL. �' : .'', N,. N. N C / THE COMPLETION;OF CONSTRUCTION. AT THE COMPLETION OF`THE ? 1"E WC110N^',WNH'THIS PROJECT'ANDNONE pF, NE-A y T k , ,,. , COORDINATE ALL WORK PROCEDURES' WITH REQUIREMENTS OF LOCAL APPROXIMATE APPROX. a ' MAY BE'OISCCOS$ED,OR GNEN•i0 pR USED BY - I «I WORK, THE CONSTRUCTION. MANAGER GENERAL OONTRACTOR SHALL �� PERSON FIRM bR CUR III TOR ANY USE xF ,:- AUTHORITIES, / ARCHITECTURAL ARCH. 1 dx ,r Ps. pR'' , I PERFORM THE FOLLOWING CLEANING: BLOCKING BLK'G < I W PURPOSC WHATSOEVER INCLUDING ANI OTHER Pft0 3. ALL DIMENSIONS ARE FROM .FINISHED WALLS AND PARTITIONS UNLESS A. CLEAN FtXTURES;'EQUIPMENT, FINISH HARDWARE, PAINTED AND 2.^' • 11957 .,2E JECT, EXCEPT UPON WRITTEN PE�1531ON AND " CEILING CLC. 4' T' X� DIRECTION OF CLUCKMAN MAYNER ARCHITECTS, OTHERWISE INDICATED: WALLS SMOWN TO ALIGN $HALLBE DECORATED SURFACES, AND REMOVE MARKS, STAINS, PAINT ' .2 . 4 . u";„, s »M ; t iFINISHED FLUSH AND SMOQTH' WITH EXISTING WORK.'' AFTER THE CEILING HEIGHT C.H. r ” 'r t , I, ry ,,,,,,, ; 'r FLOOR' CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE DIRT AND O_ THER SOILING RESULTING FROM'THE WORK' OF-THIS CENTER LINE CL. . T'n�tw�. _ " - 11CONTRACT CERAMIC TILE C.T. TR` ' vx`>" .s,, ---- o t I E N T NO. DATE', SUBMISSION , - ° I r . ARCHITECT IS TO BE NOTIFIED SO 'TWATWORK MAY BE INSPECTED €. "Yr° ' , , ' AND APPROVED FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING 10. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING AND CLOSET CLO. 3 �t i'R:Pz ,;P, 2 " -, . , Ir " SHORING WHEREVER ANY STRUCTURAL COLUMN COL. m 1 , 4xL WITH ADDITIONAL CONSTRUCTION. URAL WORK IS INVOLVED. , a �, �. ;, m CONCRETE CONC. ,1 ' ' -' ° 9. /oB/oa Issum EOTi FILING RTUTMrt 4. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/ 11. ARE SAFETY: CONSTRUCTION CONST. ,ft 1'" ~ , €" GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. ANY SUBSTITUTE A. ALL BUILDING MATERIALS .STORED AT.CONSTRUCTION AREA ARE CONTINUOUS CONT. + "z A= , �1,,, ;r y +'_ .:aoi IN SPECIFICATIONS MUST BE SUBMITTED TO TME ARCHITECT FOR . TO BE SECURED IN A LOCKED' AREA WITH ACCESS CONTROLLED DETAIL DTL. + '' rX1$�P# ¢"13 + ' " { APPROVAL. SHOULD CONTRACTOR FIND ANY DISCREPENCY, BY THE OWNER ANO/OR CONSTRUCTION MANAGER/GENERAL DIMENSION DIM. w ; OMISSIONS, AMBIGUITIES OR, CONFLICTS IN ANY OF THE t, ', t ",`11L „� W CONTRACTOR. DOOR DR. t -d, �," ,11� '+ p. : - a n r ''mkt ;Y �",i -,t';''< - t r r'1. , CONSTRUCTION DRAWINGS, OR BE IN :DOUBT AS TO THEIR MEANING, B. ALL MATERIAL TO BE STORED IN AN ORDERLY FASHION. DOUBLE DBL. tl� ,1.. ,,. HE MUST ,BRING'"THE QUESTION TO THE ATTENTION OF THE ARCHITECT C. ALL FLAMMABLE:'MATERV4LS ARE TO BE KEPT TiGHTLY DOWN DN: fir.` rs 2 °.,..;' S .St r i " PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL REVIEW I" "`” t " Pr ' '` � r' . � T I SEALED IN THEIR ORIGINAL CONTAINERS,' SUCH MATERIALS SHALL DRAWING DWG. 1 c " .:'• a:: w , ro I 1. THE QUfSTiON"AND WHERE .INFORMATION SOUGHT IS NOT CLEARLY BE KEPT AWAY' FROM' HEAT,OR OPEN FLAMES. EACH Eq, w. ', ":. . 11' p ,' ,,, z INDICATED OR SPECIFIED, WILL ISSUE A WRITTEN CLARIFYING ADDENDUM. D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ELECTRIC ELECTRICAL ELEC. " ' " M ' t; " NEITHER THE OWNER NOR THE ARCHITECT WILL BE RESPONSIBLE '� ters; 4 Y ry :` " ' "-- FOR VERBAL INSTRUCTIONS. AN ADEQUATELY VENTILATED SPACE: ELEVATION EL. 1 . `11111, E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE EMERGENCY EMER. 1 5.' "WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED IS AN EXPOSED CONDUIT. EQUAL EQ, " � , CHANGES IN THE SCOPE OF WORK BY THE CONSTRUCTION MANAGER/ F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO EQUIPMENT EQPT. LOCATION MAP «. AT] GENERAL CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY BE.SHUTOFF AFTER WORKING HOURS. EXISTING EX'G - _­Li ,�. WORK IS STARTED. ' SUCH REQUESTS SHALL INDICATE SCOPE OF WORK, ' G. CONSTRUCTION MANAGER/GENERAL CONTRACTOR AT ALL EXTERIOR EXT. COST, AND POSSIBLE IMPACT TO THE PROJECT. TIMES SHALL 'MAKE SURE THERE IS NO LEAKAGE OF NATURAL ' FINISH FIN r Ix , fi.. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL BE GAS IN BUILDING, OR ANY OTHER FLAMMABLE GAS USED IN FINISH FLOOR FIN. FL. )5 ^I,t RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND CONSTRUCTION. FIREPROOF FPRF. MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA, THE H. CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL NOT SELF-CLOSING S.C. FI „ �, CONSTRUCTION ,MANAGER/GENERAL CONTRACTOR SHALL HAVE SOLE BURN ANY DEBRIS OR IMAINTAIN ANY OPEN FLAMES ON THE SITE. FLOOR FL, DRAWING SYMBOLS WALL TYPES FLOURESCENT FLOUR. �3RRD FLOOR EXISTING TO REMAIN RESPONSIBILITY' FOR ANY DAMAGE OR INJURIES 'CAUSED, BY OR v ELEVATION NUMBER , DURING THE EXECUTION OF THE WORK. FOOT/FEET FT. +�-0 NEW CONSTRUCTION �I BY OTHERS OWNER B.O. 1 A. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND GLASS / GL 10— COLUMN LINES rnoMTs PCLISE ipxsULINc ENGINEFRP.c, ALTERATION OPERATIONS`ARE TO BE DONE IN ACCORDANCE WITH O NOT IN CONTRACT (N.LC.) m r ,mx sl,n u rm ,Don OWNER REQUIREMENTS AND ALL GOVERNING CODES. GRILLE GRL 1,112@1 „9-1002 GROUND FAULT INTER. GFI. PO 01 > .0-� B. WHERE DEMOLITION IS INDICATED, REMOVE ALL OBJECTS EXCEPT LEASE LINE BRICK CONSTRUCTION THOSESPECIFICALLYDESIGNATED TO REMAIN. GYPSUM WALLBOARD GWB 1I HANDRAIL HNDRL o t' C. . THE DRAWINGS MAY NOT.SHOW ALL ITEMS OR OBJECTS EXISTING CMU CONSTRUCTION rr I .1HARDBOARD HDBD. —nf BREAK LINE E , ,,, AT THE SITE. THE CONSTRUCTION MANAGER/GENERAL HARDWOOD HDWD. " CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO BE 1 HR. FIRE RATED WALL ,, j PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPENCIES HEATING, VENT. & A/C HVAC _ K - K - K - sEDaRn MESH ANCHOR CONSULTING �. OR 'QUESTiDNABLf ITEMS. HOLLOW METAL H.M. — x SECURITY WALL " ' 'I D. USE ALL MEANS NECESSARY TO PROTECT EXISTING OBJECTS HORIZONTAL HORIZ. _ _ _ _ _ e <N1a°a**Bcl +'' 'I', INCHES IN, HIDDEN OR OVERHEAD LINE FIs DESIGNATED TO REMAIN, AND IN THE EVENT OF DAMAGE, , ;'1 INSULATION NSUL. IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY19 Murry Street en Flom c 2i2.26793e5 ,d JUNCTION BDX J.B. 2'--O' _xL New York, NY IOtl07-2240 272.26] 6795 ' 2 ,�.' ,. J TO THE APPROVAL`OF THE ARCHITECT AT NO ADDITIONAL', DIMENSION LINE h, LAMINATE IAM. www.°nchortensulting.Com `'+ Yai i.l 1� EXPENSE -TO THE OWNER. „ ryI II E. PRIOR TO GOMMENCMENT, CAREFULLY INSPECT THE ENTIRE SITE LOW VOLTAGE L.V. AND ALL OBJECTS DESIGNATED TO. BE REMOVED AND TO BE MATERIAL MATT j � AucNMeNT I. MAXIMUM MAX. , PRESERVED, AS WELL' AS ALL EXISTING UTILITIES AND DETERMINE MECHANICAL MECH. REDAq �4,$A h,, ALL REQUIREMENTS FOR DISCONNECTING, CAPPING OR METAL MTL REFERENCE SYMBOLS MATERIAL SYMBOLS ,StE e o�cA�r Ik PROTECTING ALL SUCH WORK IN ACCORDANCE WITH THE MINIMUM u�' GOA F� F " REQUIREMENTS OF THE UTILITY COMPANY, BUILDING _MANAGEMENT MIN. — ¢ - , ,t MISCELLANEOUS MISC. I^ I e � CONCRETE G i u c K M F I T E C T s ' OR AGENCY INVOLVED. MOLDING DETAIL SYMBOL p , F. ' THE CONSTRUCTIbN MANAGER/GENERAL CONTRACTOR SHALL MLDG. I I A405 �7'l,7 GRANITE N, u „ s,,,, 1. MOUNTED MTD. — — %/ � +, 1 mk ry ,an12 ,1 >, REMOVE, REROUTE AND/OR CAP OFF ALL UNUSED UTILITIES 9r X375 w AFTER CHECKING WITH -THE ARCHITECT. THESE ITEMS SHALL BE MULLION MDL. STEEL QOF NES l " .,,21 tep NOMINAL NOM. la/ x,z.s2,ms2 - T ,J, + I, CAPPED OFF WITHIN EXISTING WALLS OR SLABS. 1 ALUMINUM '' � ,, NOT APPLICABLE N.A. A710 2 A000 ELEVATION SYMBOL G. USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE NOT IN CONTRACT N.I.C. � 5 �'. PERFORMANCE OF THIS WORK AND PREVENT DUST FROM BEING NUMBER N0. BRASS, BRONZE OR CAPPER A� �I A NUISANCE TO THE TENANTS, NEIGHBORS, WORKMEN AND ' n CONCURRENT PERFORMANCE OF THE WORK. ON CENTER O.C. MARBLE NOT FOR CONSTRUCTION ,s°1 �T OPENING OPN'G H. REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE AND BUILDING SECTION FINISH woad "1` #� _= SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. OPPOSITE PPP. ° i CONTINUOUS BLOCKING PAINTED PTD. OR smucruRu wood irA3 7. PARTITIONS: PERFORATED PERF. NONcoNneuous BLOCKING TAc2 5 , ' A. ALL OUTSIDE CORNERS AT DRYWALL OR STUCCO PARTITIONS PLASTIC LAMINATE P.LAM TITLE l_ oR 'sHIM ` „ ' r4 SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE QUANTITY QTY, ' DRAWING TITLE SERRA ORIENT - b1 1, MN RIGID INSULATION 4263 ORCHARD STREET f .1 SMOOTH WHERE REQUIRED. 'THREE COAT SPACKLE FINISH MIN. RECESSED REC. sOUTHOLD, NEW YORK B. . ALL DEFECTIVE PIASTER- AND/OR DRYWALL ON ADJACENT REQUIRED REQ'D IDENTIFICATION SYMBOLS ® sEAUNr wRH BACKER ROD . 1 I +y EXISTING WALLS SHALL BE CHOPPED' OUT AND/OR PATCHED RETURN AIR R,A. PLvw000 } - (3'=1'—D', 1 1/2"=1'_O„) - ^ ;y;2 } t% , s , FREE' OF RREGULARITIES AND SHALL MATCH ADJACENT WALLS IN REVISE/REVISION REV. °B woRlmoDM Roots IDENTIFICATION a Iii 11 FINISH AND THICKNESS. ROUGH OPENING R.O. I a PLnsTIC LAMINATE OR - .? A "-1, WATER PRODFING MEMBRANE 7 Y 1't aYA C. ALIGNMENT OF''NEW MALL CONSTRUC11ON TO EXISTING WALLS SCHEDULE SCHED, I t ' ' A AND COLUMNS SMALL:,:BE DONE IN A MANNER AS TO VISIBLY SECTION SECT., Psi�oW�i t/z'=�'-o) PROJECT NO. o4OOa `Lrr _ 1DUMINATE ,THE POINT"QF CONTACT OR JOINT OF NEW AND SHEET SHT. L ON MET LATH .-1 ` s ', EXISTING MATERIALS: . SIMILAR SIM: a DDDR NUMBERzw= IF , 11 - (3 -1 —°", 1 1 =1'-07' t , so9 ' i4 " f, - D "WHERE DEMOLITION "HAS.rOCCURED, CONTRACTOR SHALL FILL.ALL. SQUARE FOOT SQ,FT. Agpu�rlc� n� " , ` I a "' " .1 ,i:. HOLES; .PATCH 'SMOOTH AND, LEVEL REMAINING 'SURFACES - - - STAINLESS STEEL - S.STL.' - " (3 -1 -0,,1,r/z'�1'-Db GENERAL NOTES I,ANO SYMBOLS ., „� � ` 1" " * tNCtU,DING' WALLS, 'FLOORS AND.CEWNGS. SQUARE.ALL STANDARD STD. s, t �' A� - _ - , =t -Q a- #, ry T_1, ,, I GORNO AND PROPERLY''PREPARE ALL ,SURFACES' TO RECEIVE STEEL STL ` '„�' _ �31 0' 1 1/2" 'f I - �i 1 - - _ 3A PMBTION 1YPE - ii 'i' *5 a'' . i F1NISHES, 2 I ,.,. - _ _. - TT INS - -1 t : I", .}`� - :Tih yrs STORAGE STOR eA uunoN .rr TELEPHONE TEL. _ 11gt� I 8. FLOORING. WHERE,TEXI$71NG,ELOORS ARE TO REMAIN, CONSTRUCION TO BE DETERMINED T.B.D. CARPET PADDING � ' ��IUt1 .'r' I "I Y , r. ' ``' 'MANAGER' GENMAL. CONTIjACTOR T0, P,RO R CTION, . TYPICAL 9 P WITH °Nc sI— . N/a.,` ; � � , >� ...r��C . � ',: ': / VIDE PROPE PROTI_ ..' TYP. QFRupc pR A <;.. r * "<r W , �.,ti 't _ _ - UNLESS OTHERWISE -NOTED , U.O.N. © - WINDOW_NUMBER "' (3=t -o , 11 't 2 =1 -o-I oaie OsJ17 04 '' `�'A �`T^ r=';, Asa' r,- -r. ,-n s: f.i ''; .. � . - - ., / t` % s " tr ^ :;.p' ' VERIFY IN FIELD V.LF „x yr'f :, i t ,' - ' - _ (31=11NTIFLOORINC '1„- ; m _ _ . 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'. 1 ZLL - '�i '„ 1' 4 .. ,:'r ,air.. -' dry •,,.,,, _. ,a�`."KY , " . .. - _ -'- r _ _ ..n Y ' 4 N' w sal, „d' 1­1LI .HT AN;E VEN T I LAT I O N ALL DRAWINGS SP M1l TIONS'`' 1 .......•:; "r ARRANDEMENT5>ANE OE5 ISNS;REPR IJIH i ":'; + z:�4 , , a:'r; :I, _ - r " r - T R } - rr+ vr.i„ � ' f,,q,M1, to°a �:�`? r':.; . .,,i-_. ,. . rr::- .. - .. l Er7H ^FRORCRIY OF. fl.,,. .,,,4 I _ M� q� E� 1 I .G H T V E ,N T I :L,A '.;b,0 N � { {� i _ :: _ , ; - _ - - '- :`• . psi asYi:•.y. - A1i6Hfk' CTS W s) RF�'1:� ,i:. r>y .)L�+"r,-.�1,, µ avf�„3 : e Y rd , .�',� r', ':. - , .- -. . - . , '_ _ '- - PR JECT FORA IClf-Iii ARE.=MADE ISJ OR''" : , _ ..et ',:':,icv NAiuRa vEt4iuAnoN io AREA oF.RWM ''.` R661dei NOT!''IREY:ItIERf' CRFA7ED kyOL 'I ?D ' -6 ' ' -' . r =r FLOOR NWAM-ROOM AREA OF ROOM AREA OF GLAZING .% OF 61Ab71f1O 4 AREA' OF ROOM AREA OF NATURAL;VENRLLATNIN x OF'` _ ;, . r ' ' 174 ' PC/s6dptive Packi W6tkihm A�J�'P.�ODOC ,FOR-,IHE SOIL"USIL DN'AND 1N Co Nlti IN°1H F H TI'Aul G QR' ECT NON 0 I E AEOVE' PROPOSED . REQUIRED BY CODE - PROPOSED REQUIRED 6Y CQOE w„"� For ComPlleroe�lh Ihe ' - - - USED Aw LLL t ' i ' ; w r 2002'NewYerkSteteEnergyCaneauatienConatruclionCode PRSON�FRM OR��C01t ORA fL, Iat , ` . . 1 FE 31x '' - 100 UAREFEET 245 _ 4x'. : BuiW¢NrrN: _ D - JECT- SEXCEPit�UFON IWRLIITEN PRM�SSPON�A D "" .=� ' 5�,.n •" . -. .. DINING 217 S UARE FEET 123 SQUARE ,- r f LIVING M 416 SQUARE 131 S UARE - Dei�McMeh,� on _ ate 5120/04 N , 1 , : . P -:r 389 SQUARE FEET - 133 SQUARE FEET 365 85 64 LIME FEET FEET 11% 45 e7A I - N N `' " L^h 133 Canhal Avenue DIRECTIpt✓ OF GLWC Mq MgYNER 'HITfGTS. ., RC' Bu IkNnD Addroea: _ - , _ ` a q 4263 Or and Street '" . _ Description: $}n�laFam$lRgsdence Packai 10 Zene0 11B - £y , r 'd ' 11 - Submitted By Thomas Polive:'Thomee Poliae Consi ltiwc neer,P.C. Phi#. N0. ATE SUBIVIIS _ _ 269 UARE FEET 60 - 83 E FEET 315 45f.P 212-645-1002 D - , ION r 228 SQUARE FEET 9 E' 4 122 SQUARE' 4 ., - - ` i Xr r. 2STUDY 195 FEET 60 3 5' 85 FEET 4 4. 07/08/04 ISSUED FOR FlIJNG PERMIT r I .tiny E CERCIS R 112 SQUARE FEET 15 SQUARE FEET 135 8R 1 SQUARE FEET 195 - 45 L1 . r ta)eit y-. „^ x ._ r, v , r . - BI�n9 Ara _ - , _ ,� ' 4, l ' - r , � .� PLEASE NOTE TALL WINDOWS ARE OPERABLE - - look 806 - 3830 = 21 `'� 22 S - .1 �, - . Glazing Area Gress Wall Arte Proposed Glapng Area _ Maximum Glazing Area . . ` y k 'Tr'1_TI ' �&° >UF - xvalue P ;,, " Table 2 Package i0 - - ' ' 1 a lk , - Dued tlon CommerN '. Prb " e r Minimum R.Vdua !' '"r��, r ^Y`„a�rizl Cpllin Aaic9 en , R- 49 .. n k54-3�1 ryklp- _ _ - Wall 2x6 Wood - R- - ",,,,i. ; ti 1. _ - Floor Ower Unconditioned ace 2x12 Joit 6oace > i' R R- 3O r Floor Over OW,de Aa N R. R- p �'"4n I 11 I _ eavenunl Well atudW R - R. 13 r Y :'y go , Slab Floor p Heated pleated R R- NA - hs, s.,_ . k _ Crawl Space Well - : R- NA - F s -t z (.n 11� �,. ' Jr ,I•,, _1 IAPopEpr '" ' lip"" _ y . . f�e pacrl on Camm rrtf atatl LLF Yhximum LLFacttr - - j i5 Glaz,n FC and C64 ow E LL 4 Lt 40 '1'x'r : Door Cal D 1-`T Il 035 - 'n4 LL LL aZ s _J, . Equlpmard Efaelenty (This section maybe left Wank if Normalls selecled on the nghl) e H,c rd , 111 -. a sgibr;�ti-A. fleaeng AFUEiHSPF W Normal `- - °' h•< Efficiency Make Number -.R;F hHeehn THOMlS POUSE COtSULRNG ENGINEER,i - , , aY 14j 9 v ew, I.,. se.n w. roe. w ,am, I '4 ,y,; Cooling SEER : " 'O High Cooling ro (xrvl ss-(cors ,$L', Efficiency MakaAModel Number .� ❑ High Healing Atnohng ro. ry,n eu-aeos r � ,#,�„qq . - _ i .{. I 1. C _ StatsmamefCompllmcc The proposed building di represented lnihwse documents'scoreetent with the building plate,speafoabons,and other r' cekulellom submmedvath the permit application The proposed building hesi been designedto meet the requirements of the New York State Energy Conservation _ 1 .*It. Comlmtllon Code ,r ,t - _ Thomas V. Polise noomas Polise Consulting Engineer, P.C. 05/19/04 ANCHOR CONSULTING - " _ "r,;1?3 1 - orchlbcta+enplreeen " �'' BuildenDralgnar Company Name Date . ,P � . „ _ r 1 r- ., .� 1 kl - : NYS Department o151e1a-Coda Enforcement 19 Murray Street 4th Floor L 212.287.9305 ik '!' New York, NY 10007-2240 C 2122676795 - ,„y,«, - - www onchorcousutlinq.con, - L t r.n;A>, , t ` - _ , dun n 1' ,.2!e 1 - BUILDING DEPARTMENT NOTES 4 ��AgOy d firs 11 .1 �:, - �`� 3. SOA 1t1 )d{r PST , 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL `" o� xr NEW YORK STATE BUILDING CODE MAY 2002„ THE CODE OF THE TOWN OF G L u c K u r I E c t s t SOUTHOLD FIRE DEPARTMENT REGULATIONS, (UTILITY COMPANY REQUIREMENTS * e m"` 'Tr '° { - we n laoli 'ln ;,h AND ALL OTHER AGENCIES HAVING JURISDICTION. 1P�gT 4a 13-61 .01. ,r p yr It FOF NE`NIa4 ssaoe3a I�iw,lc ',:, 2. BEFORE COMMENCING WORK, THE CONSTRUCTION MANAGER/ t�' GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS ( AND SHALL PREPARE AND FILE ALL NECESSARY FORMS AND BE ?" 4 RESPONSIBLE FOR REQUIRED APPROVALS BY THE DEPARTMENT OF NOT FOR CONSTRUCTION ,rr BUILDINGS AND ALL OTHER AGENCIES HAVING; JURISDICTION. THE OWNER F h,I SHALL FILE AND OBTAIN APPROVAL OF THE (PLANS AND SPECIFICATIONS. Ek e . - _ I' 3. PLUMBING AND ELECTRICAL WORK SHAILL BE PERFORMED BY '" PERSONS LICENSED IN THEIR TRADES, WHO (SHALL ARRANGE FOR AND SERRA ORIENT '',T OBTAIN INSPECTIONS AND REQUIRED SIGNOFFFS. <26a oacNnRo STREET 1 _ $9UTHOLD, NEW YORK r ''1' m rr - , "?ird"'b o 4. ALL CONSTRUCTION INCLUDING BUT NOlT LIMITED TO; DOORS, MASONRY, 71111"$,�i , : CON_CRETE, STEEL, WOOD, GLASS, HUNG CEIILINGS, ETC. SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTAIL NEW YORK STATE MAY 2002 BUILDING CODE, THE CODE OF THE TOWN OIF EASTHAMPTON AND ALL OTHER ' `'1 AGENCIES HAVING JURISDICTION. PROJECT No. 04003 �1 i 5. SHAFTWALLS, MECHANICAL SPACES AND) ANY•,OTHER REQUIRED If, FIRE SEPARATIONS ARE TO BE FIRE RATED IIN, ACCORDANCE WITH z„ j s THE RESIDENTIAL NEW, YORK STATE BUILDING; CODE MAY 2002. GENERAL NOTE'S ;' " OCCUPANCY, - R-3 ts' "ie 8' USE ,AND' C UPANCY' CLASSIFICATION H 3 ST MI 7.' HEIGHT, FIRE AREA: STORIES LIMITED 1 � ' n 0 r , r - . 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DATE $UBMI$$Ib�l ''i.f r r R 104 . .100-+kl{CH - A - - INSULATED r=, 3'=b' X 8•-8• W0. ._ STN RIME A 4011 ; . 12 4021„401 - RHR :, - _ 104 - , *' ` - 105 ,. 103'-kITCAIEN - vA IN O:: I' - 3'-5'-X,4.-7'916 11D. - RIME 4401 - 2/402 T 401 - - 105 g - '108 '! 103iKRCHEN A INSU i® 3-5 % 4-7 9 16 'WO,. - AIH RI E r'4 401.', , 2/02 1101 _ LAIR - - 108 - 3• '06/25/04 IVINDOW PACKAGE' - 107':' ' 1034fTCHEN A - INSULATED 3-r X 4-79 16 WD. STAIR RIME 4 401' 1402 & 2 402 1 401 - - - 107 4.' ,07/06/04 ISSUFh FOR;FILING PERMIT 1Y" .: 1yt„>4µ -106- 102�DINING'RM. A ' INSULATED ' 2-,-9 7/ .',K 6,-6 WD. SGIN E 4/401 '1 402 & 3 402 , 1/401 - LHR 108 TO BE MULLED WITH 109, 110, & 111 , 108 ., ' ¢ 109 702-DINING RM. A INSULATED 2-9 7 8 X fi-6 WD. STA6'1 RWE 4401 3/402 ' '1 401 - - 109 TO BE MULLED W4fH 108, t10 & 111 109 ?' - 1 t � "1 0 102-DINING-RM. A INSULATED - 2�9 7 8 X 8-6 , WD. SGIN Rim 1/401 3102 1/401 - - 110 TO BE MULLEq WTIN 1108, 109 & 111 110 +e , 11l 102-DINRM. A - INSULATED 2-.9 7 8 X 6'-6 ` _WD:', STAIN/PRIME 4401 1 412 &',3 402 7 401, : - RHR 111 TO BE MULLED WITH 108, 109 & 110 111 - 712 101-MMIC RM. A INSUUIED 3'-5 X 6'-6" WD.' STN RIME 4401 1 402k-2' 402- 1101 - - 112 - 3 I ; t`N ' £s$ _ - 113 - 701-LMNG.RM. A ' - INSULATED' * 3'-5' X- 6'-6' ,WD. :Sf ME 4/401 . _2 402- :_ 1/401 - - - 113 ,��, 4 ` r6"; ilII ML _ 114 101-LMNG'RM. A INSULATED IT-5' X 6'-6' � WD. SINN PRIME 4/401 1'/402 & 2/402 1 401 - - - � � 114 � � { s'L14' + 115 101-LMNG RM, A INSULATED , ' 3'-5' X 6'-6' , WD. - - 1' 402" . - RHR - ,115 ° hI x' -- 116 101-LMNG RM., A INSULATED S 5' X 6'-6' WD. NN RIME 4 401 1 402 7 401 - LHR - 116 " F( y 117 101-LMNO RM. A INSULATED S-,5' X 6'-6' ' WD: STAIN RIME 4/ 1 ' 1402 1401 - RRR - 117 - 1tt�yt 118. STIP A INSULATED'&TEMPERED -2 1/2' X 3-5 11/16' WD. ' ' STAIN RIVE 0/401 1"402 & 9/402 9/401 - - RHR 118 TO BE MULLED WITH 119 & 120 118 x y°tr"4 119 STAIR A ' INSULATED, !-2 1 Y X'3'-5.17 16 WDr Sf E ',6 401 1 402'&"9 2 6401 - - 719 TO BE MULLED WITH 118 & 120 119 , , ' t. " � 120 STIR A INSULATED ' '-2 1 ' X 3-5 11%16 WAD. NN RWE 4401' '1 402 & 9402 6 40L, - 120 TO BE MUt1ED 1WiH 1118 & 119 12D i _ 12l '. STIR A INSULATED & TEMPERED -2 7 2 X 3-5 11/16' WD., ; NN 91M 8/ 01 1/402 &,9 402. .9/401 - LHR .121 TO BE MULLED WOH 122 & 123 121 ,1311-.Ih `•' - 122 ' STAIR A INSULATED '' -2 1 2 X 3'-6 11 76 . WO. AIN ' E 8 101' "*' 1/402 & 9402 6/401 - 122 TO BE MULLED WITH 121 & 123 122 r' � 123 STIR A INSULATED '-2 1/2 X 3-'5 11 16'' IND. 'STNV RIME 4 401 1 402 '& 9 402 8-401' - - 12310 BE MULLED WITH, 121 & 122 123 -.- � , 124 107-PNM A INSULATED 3=5 X 4-7 9 16 � WD.' SWN RIME 4 401 1 402. - 1 401 - RHR - 124 - - ,t��s 125 106-TOILET RM. A INSULA ED 3-5 X 4-7 9 16 WD, , SINN' RINE 1402 ., - LHR - 125 - fi' 128 108-MLAO RM. A 9t5UUTED 3-2 1/2 X -6 N' RIM 4401 1402 & 5 402 .1 401 - - - 126 - ` 1. - - 127 108-MUD.RM: A INSIIUTED 3-2 1/2 X 8-8 STAIN RIME 4'40T 1 402 & 5 402 1' 1 - - 127 I 'F - 1f _ .. _ + � N - - _ " _ 201. 205-STUDY A INSULATED - 2-5 X 4-5 1 4 WD. STAIN PRI11E 1402 -� 402 401 - LHR - 207 �t - 202 205-SMDY . A INSULATED 2'-5 X 4-5 1/4' WD. STAIN PRIME 7402 & 2402 1401 - - - 202 , 203 205-SNDY A INSULATED 3'-5' X 4'-5 1 4' WD. STAIN/PRINE 1/402' & 2/402 1/401 - - - ' ' 203 , , x' p 204 205-SNDY A INSULATED 3'-5 X 4'-5 1/4' WD. - STAIN PRBAE 1/402 & 2/402 1/401 - RHR - 204 THOMAS POLBE CDR9ATING EIGNEER,P.C, �- _ _ - 205- 204-EXERCISE RM. A INSULATED 3'-5' X 4'-5 114 VAD. " STAIN RIME 1/402 1/401 - ,LHR - 205 w.,r 1. su«, r+..na 4rc ,ami 4,�, 206.' 203-SITING RM, A INSULATED. 2'-8 i/4 X 5'-10 5 8' 'WD. STAIN RIME 40 1 402 & 3 402 ' 1 401 - LHR 206 TO BE MULLED WITH 207 208 ra.i��17 ua-��os - l 207 .� ''203-SITING RM. A INSULATED 2-6 1 4' % 5'-1O 5 8' WD.- STNN/PRIME 1402 & 3402 1401 - RHR 207 TO BE MULLED WITH 206 207 I ` 208 203-SRRNG RM. A INSULATED 2'-9 7/8 X W-10 5/8 WD. NN/PRIME 1/102 & 3/402' 1401 - - 208 TO BE MULLED WITH 209, 210 & 217 208 ' -, } � k 'L- UL ',209 '203-SITTING RM. A 07SlILATED 2-9 7 8 X 5-10 5 WD. 5T RIME 3402" 1461 ' - - 209 TO BE MULLED NTTL 208, 210 & 217 209 '7, 210 203-SITTING RM. A IM5ULATED 2-9 7 B' X 5-10 5 8 Wp,' STAIN .RIME 3402 140 210 TO BE MULIED WITH 206, 208 & 211 270 kir' 5� 1 N ',.� ' I 211 203-SITTING RM. A INSULATED 2-9 7/8 X W-10 5/8 7W), 5TNN RIME ' 1/402 & 3/402 1401 - - 211 TO BE MULLED WITH 208, 209 & 210 211 - 411`{ ANCHORCONSULTING ` h� 272 _202-MASTER BEDRM. A INSULATED 3-5 X 4-5 1 4 WD. . 9TAIN RIME 1/402 & 2102 1401 - - - 272 - 213 202-�MA51IIL BEDRM. A INSULATED 3-5 X 4'-5 1/4Wp, STAIN E 2' 402 7401 - - - 273 " asehlheh+• Iw- . 1 214 202-MASTER BEDRM. A INSULATED 3-5 X 4-5 7 4 WD. " STA84 RAMIE 1402 & 2402 7401 - - - 214 - "+'v1 215 202-MASTER BEDRM. A INSULATED 3-5 X 4'-5 1/4' W0. AIN RUE 7402 1 401 - RHR - 215 - " w ACnPj - 218 201-MASTER BATH A INSULATED 3'-5 X 4'-5 7 4' WD. SINN _RIME 4/401 1402 1/401 - RHR - 216 - 217 201-MASTER BATH A INSULATED 3'-5 X 4'-5 1 4' Wp. N RIWf. ' 1/402 1401 - RHR - 217 19 Murray Street 41h Floor t. 272.2629385 1 'L` H INSULATED 3'-5" X 3'-2 17 76 4 40T 1402 1401 - RHR - 218 New York, NV 10007-2240 t. 212.257.6795 '' r4 218 205-GUEST BATH A WD, ' IINE " / www anchorconsulling.com 4 _ _ 41st 1 q s yy M ! - - rj`� '�, M µED ARO ,', - Ix•EA' ti , w J T .. GLUCKM NA A& TECTS ,? t, - zw rb. srm4 i, ,Lyy,, P9131 xr ,Dais 1y5frq' TF ° 5 Iy0 .z.moo i ,,; OF N0 11x.z..ow ',l J, A _ NOT FOR CONSTRUCTION ' , x'', , 3 r SERRA ORIENT 1 � - 4263 ORCHARD STRUT V V14 , SOUTHOLO, NEW YORK xs Y Y .r Y I q}� ,r` i ,Y IS'wlafl } I ', _ ", 1 f , 1'Afi. GENERAL NOTES PRO ECT ND. D4DD3 F Y . 1 t , , ' - - - - ." - 7: PRONDE 3/4' THICK STRUCTURAL PLYWOOD PANIELS (,_NOT TO EXCEED 6'-0' SPAN) FOR EACH "" r . - „ - IXIERIOR WINDOW AND DOOR OPENING AS PER !SE 'R3012.1.2 FOR PANEL FASTENING SPEgFICATONS, WINppWSCHEDULE , u :.AFr4' %.1''' I " - 2. NL WINDOWS AND DOORS 10 MEET OR EXCEED ATSM E7986 (LARGE MISSILE TESt), - - - - I,li ", - „ ASiME E16B6 AND"HAVE A U-VALUE OF 0_.354. - - - ,,r"p t'` ..n . . 1 . . r - - _ _ - - S�CPIE-` /. -0 ,,,f 1. ,.•, s 1Y, ,1 ' ,', ' .� 19 ,,. , r y� } "r; ,, - - n, , :. r `. r I 4 : -. Lsr . S - - - - : - _ - 'PRA N., -' 7, .I , r ( ri rT'',l 4 ,A9,a h i _ "- - .,, ,_,; . Ii - _ i.M , , " -r A - - - - _ d I I. , m. 5. - _ _ - 'CAG Pt E. :'A':tl51' ti Y.' .. t.:, rr�': .?{' ,JU 1,. k _ ,,,1, r', arkt ,y� ." , ,.., n . .., .. ,,.., ,Jn _., ... , „ . . ., i L _,. 'i , 'n , e _ , .,. ( I . . _ 114 , �. , _ . , _ „ _ . . -, q, " . , n_,. I �. t �-1 111 T.,1 ?+{tr.f' ,. . ., a .. ., r k, , 'r _ .. ., _ r ryc . . .. ., _ . - .. 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",. _,w , d, l g ..N , :' e '. rt : . . i, ,. s i Y , _ .I .I '`r , ,. l ,.- e . ,. a ... . _ ..x , . _ .. ( Y - 'f{ f,: 1 -f✓n, s' 1 „nr ., t '-. ♦ .. . '. ., ., .� , . .. ., . - . __.. . .r .. - Y { ) - } . d..n, +,.y W�- Yx . ,s:..fi�� u _. :, - . _, r . , _ - ,- _ + , _ - .. . ,, - - 1 _ , ,_ __ .. ns,ST tr �.x ... __ L : L< , " 1 ti it E N E: FRxi+_ N CD TE� 1 /� p� ALL DRAWINGS, SPECIFICATIONS; P h J II. A PLANS IDEAS L ! R'. �,� I E DOLE LE?' HOU U S E CX TVI U 4 \ TVI . 5 ARRANGEMENTS AND DESIGNS-REFERRED TO ARE THE PROPERTY OF AND OWNSD BY ON GLU DOOR FRAME DETAIL #w SCREEN HARDWARE . i PROJECT WERE AN CREATERE ADEVEDEVELOP�R FLOOR NOMINAL SIZE (LEAF) HR. DOOR CLOSER LOCKSET REMARKS I AND PRODUCED FOR THE SLS USE ON AND IN CDN- ' LA0. FROM TO TYPE -Man. FINISH FRAME SIZE MAIL FINISH 'HEAD JAMB SILL .sEr THRESHOLD ,,,, 71EY NECTION WITH THIS PROJECT AND NONE OF THE ABOVE 1 „y W x H RATING _ - MAY BE DISCLOSED GR GIVEN TO OR USED BY ANY OD1 0 001-ENTRY C WD '- ' - 3-2 1/2- X 7-2 1 16 Wp; STN LMB -5T4-01 402 & 6/402 7/401 RHR - - - PROVIDED BY DYNAMIC n %�' 1 w w PERSON, FIRM OR CORPORATION FOR ANY USE OR 002 001 ENTRY 002 H WD 2 2'-10" X 6'-11' - TBD PAINTED _ _ _ _ _ _ ': poi 1- oo1-ENTRY CLOSET D w0 - - - - - - PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- UPON a Teo PAINTED - - - - - - DE ECTION OFTGUCKKMAN M YNER ARCHITECON AND LL 00 - 5- E I D _ - TBD PAI 6 - - - 2 2'-10' X 6-11' - TBD P - - - - - -007 oo3-s o o - E CAL .1 2 2-10' x 7'-Y - TBD _ a o - ! - -' LA0. DATE SUBMISSION OUTSIDE OD2- _ _ - TBD AI _ _ _ _ _ _ _ _ _ © 0 101 OUTSIDE RUF RM. 3-0 X 7-B 3.4 NA 3-2 1 2 K 8-0 WD 9A PRIME 5 401 4/402 2 401 LHR - - - - - PROVIDED BY D I GLASS & WOOD EXTERIOR DOOR INTERIOR DOOR 3' 06/25/04 WINDOW PACKAGE - -) 102 108-MUD RM. FUTURE POOL HOUSE G _ 3'-0' X T 6 3/4` NA 3'-2 1/2 X B'-0 " WD PAINTED 5/401 4/402 2/401 - - - - - D IC EXTERIOR DOUBLE 4' 07/08/04 ISSUED FOR FILING PERMIT 103 108-MUD RM. PORCH G WD GL 3'-0' X 7'-8 3/4" NA 3'-2 1/2' X B-0 WD SINN/PRIME 5/401 5/402 2/401 RHR - - - - - PROVIDED BY 0 IC DOOR ` 104 108-MUD RM. 100-HALL G WD GL 3'-0' X T-8 3/4 NA 3'-2 1/2' X B'-0 WD PAINTED 5/401 4/402 2/401 - - - - - PROVIDED BY DYNAMIC 105 100-HALL 104-STORAGE RM. D WD 2'-10' X 7'-10* NA --- TBD WD PAINTED - - - .' 106 100-HALL 105-LAUNDRY RM. D WD' __ 2'-10 X 7-10 NA TBD WD _ PAINTED - 107 105-LAUNDRY RM. 106-POWDER RM. F WD/GL 2-10 X 7'-10 NA TBD _ WD PAINTED - - - - - - - - - 3'-6 ` ML 108 100�HALL 107-PANTRY D WD 2'-10' X T-10 NA TBD WD PLANTED - _— VARIES 109 100-HAIL 100-RALI F WDTL 2-10 X T-10' NA TBD WD - PAINTED _ 110 100-HALL STAIR E WO 3'-6 3/4' X 8'-6 1/$ NA TBD WD PAINTED 111 101 LIVING RM. 102-DINING RM. I WD - - NA TBD WD PAINTED _ 112 102-DINING RM. PORCH B WD GL 2 2-1 1 4 X T-8 3/4 NA 5'-5' X 8'-0 " WD SINN/PRIME -5T40-1 4/402 & 8/402-2[401 PAIR_ REVERSE - - PROVIDED BY MIC - - 113 102-DINING RM. 103-KITCHEN F WD/GL 2-10 X 7-10 NA TBD WD PAINTED w 11 201 200-HALL 202-MASTER BED RM. D WD GL 2'-10' X 6-10 NA TBD WD PAINTED 202 202-MASTER BED RM. 201-MASTER BATH D WD 7-10" X 6'-10 NA TBD WD PAINTED - - - -_ - - _-_ °' Ijl , > > . 3 i - 203 201 MASTER BATH 201-WATER CLOSET F WD/GL 2-10 X 6'-10 NA TBD WD PLANTED , ;I UL 204 202-MASTER BED RM. 203-SITTING RM. J WD _ 2 10 X 6 10 NA _TBD _ WD PAINTED 205 200-HALL 204-EXERCISE RM. F WD/GL 2-10 X B-10 NA TBD WD PANTED 206 200-HALL - 205-STUDY F WD GL 2'-10" X—6-10 NA TBD --- WD _ PAINTED 207 200-HALL 206-GUEST BATH F WD/GL 2'-10' X 6'-10 NA - TBD WD PAINTED - - - - - - - -- - - - - O O O C� DOOR TO STAIR GLASS & WOOD GLASS & WOOD BASEMENT _ %I INTERIOR DOOR EXTERIOR DOOR DOUBLE DOORS THOMAS POUSE CONSULTING ENGINEER,P.C. 6'-4" (4 E0. PANELS 8._ .. o v.., 1. v1. 1 x,,. roa, xr uou T[1 (zl]) sIs-lanrz �.r �n Fa. 12131 fi.5-]f05 I t I Y_�.I, - I n III li I I . ANCHOR CONSULTING "I ' 'c emhlNcf:+�n In�en - I 9 N. Murray Street 4(h Floor t- 212,267-9365 r,a New York, NY 10007-2240 I 212267.6795 JO O O www a rrhorconeWhrg.com - DINING RM. SITTING RM. GARAGE DOOR BI-FOLD DOOR SLIDING DOOR :1 D Agcy �g 3, G4&0,/,T� •i ' ��T2 rPQ9 ,T3 ' GLUCKN N� :pyI ECTS N� N 4u.. r Im15 .. 9pF o 131 �Q� aalao > OF ISIS*` xomnem y1 1 NOT FOR CONSTRUCTION SERRA ORIENT 4263 ORCHARD STREET r - SOUTHOLD, NEW YORK I ' .J�T" GENERAL NOTES PROJECT NO 04003 I. PROVIDE 3/4' THICK STRUCTURAL PLYWOOD PANELS (NOT TO EX(CEED 8'-0' SPAN) FOR EACH '� - EXTERIOR WINDOW AND DOOR OPENING AS PER SECTION R301.2.1.2 FOR PANEL FASTENING SPECIFICATIONS. -DOOR SCHEDULE - - 2. ALL WINDOWS AND EXTERIOR DOORS TO MEET OR EXCEED ATSM E1996 (LARGE MISSILE TEST). - ASTME E1886 MID HAVE A V-VALUE OF 0.354. T - 3. ALL DOORS WITH GLASS LTIES TO BE PROVIDED WITH INSULATED UNITS WITH TEMPERED GLASS a.XS 5 SCALE: 1/4"vi'_O,. Yi n DATE: :04/05/04 . - - DRAWN: SY A 'p Tj - - - - CAD FILE: A.0 0WG I \ ; � CopyrighGluck man Maynel, Arh s y p 4 l 1+a Q y, Y ;l'4.q e - .:�'; iii :-i:i, [• i\ i -. 1; .. _ i " , 'i i _ i 1: . tf.�ic 1 n L f f� Jai t..,•I' L. FLOOD WATER DISCHARGE CHART LEGEND: CDEN � RACA No� E: . ,' ,' ALL DRAWINGS, SPECIFICATIONS -PLANS IDEAS ARRANGEMENTS AND DESIGNS RLPRESENTED OE EXISTING WALLS REFERRED TO ARE THE PROPERTY OF D OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER,THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTEDDR PROVIDED (SI) NEW WALLS NOT: THEY WERE CREATED, EVOLVED, 'DEVELOPED FLOOR HABITABLE ROOM AREA OF ROOM (SF) 'REQUIRED BY CODE (SI) � � AND PRODUCED FORTHESPIE USE ON AND IN CON— — VECTON,WITH THIS PROJECT AND NONE OF THE ABOVE w I AREA of NEW ?, MAY BE DISCLOSED OR GIVEN,TO OR, USED BY ANY o CONSTRUCTION PERSON FIRM OR CORPORATION FOR ANY USE OR w w PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- 001 232 SQUARE FEET 232 SQUARE INCHES 34o SQUARE INCHES z — JECT, EXCEPT UPON WRITTEN PERMISSION AND - - U• FNm HALL 404 UARE FEET 404 S UARE INCHES 550 SQUARE INCHES I L` p DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. _; STORkGF ROOM 003 356 SQUARE FEET 56 UARE INCHES 144 SQUARE INCHES v m LLLJ - MECHANICAL ROOM 1 004 212 E 212 SQUARE INCHES 414 SQUARE INCHES v -� I ' '' —MECHANICAL ROOM,2 005 146 SQUARE FEET 146 UME INCHES 148 SQUARE INCHES Z d Q QJ N0. DATE SUBMISSION Q 'n 2 - of V11WQ6 TOTAL 1,352 SQUARE FEET 1,352 SQUARE INCHES 1.596 SQUARE INCHES 3 Fz-- 13 Q 1. 04/05/04 WINDOW PRICING .t 2. 05/17/04 SUBMITTED TO ENGINEERS 3. 06/25/04 WINDOW PACKAGE 4. 07/06/04 ISSUED FOR FLUNG PERMIT „ UNDERGROUND PIPE NEW SLAB _ TO FACILITATE ON GRADE DISCHARGE OF FOUNDATION FLOODWATER AVOBE (PROVIDES 414 SI I I TOTAL OR 212 SI RETAINING EACH) WALLI--- - --- - ----- - - I I EXIST. GRADER FLOOD VALVE (PROVIDES I -. �\ 550 SI) RELOCATED - - EXIST. VALVES (PROVIDES J _ 550 SI) 002 ({pt 'UP, I TRANSFER GRILLE OO ALL MECH. EQUIP. " TO FACILITATE "I I TO BE LOCATED DISCHARGE OF - AT ABOVE ABOVE THOMAS fgUSE CONSULTING ENGIXELRP.C. - - - FLOOD WATER / I arm(212).+5 Sas OOB (PROVIDES 114 SQ FLOOD LEVEL - w. (212) 6a 3ss6 - - - II - - TRANSFER GRILL ELECTRIC TO FACILITATE - - - EXISTING ! METER MTD DISCHARGE OF - - - ACCESS II ABOVE BASE OVERHEAD DOOR FLOOD WATER FLOOD ELIEV. ASSEMBLY (PROVIDES 340 SQ - (EL. 9'-0•) �I ANCHOR CONSULTING - - 00 001 DO FO-031RM. I) ENV HALL amhNacfa+enpin m ' NSFER Floor - PROVIDE �lil it TO FAC GE GRILLE �li PROVIDE - -- - --- -- - - - - -��L — _\� New Murrey Street 4th 2240 L 212.267.9395 TO FACILITATE 'I ENLARGED New Vork, NY 10007-2240 1. 212.267.6795 ENLARGED FLOOD WATER MECHANICAL RM. 1 www.unchorconsulting.mm ACCESS IN (PROVIDES 146 SI) EXCS_TT. IN Foal i EXIST. WALL NEW I _ WALL MECH. - - _ 003 004 ® VENT I DIED Aqp GE x 14, EXIST. (2) EXIST. I G L U C K M !JF A v Utl E CT S275 - - AL NEW CONCRETE _ 1 r �� 1r 'i, '� RATED FUEL COIL w 25. ya. se«r FOUNDATION WALL, y ROVIDE NQW 2HR WALL TANKS I 9���. 1315��61�t�zs sl 1 z SLAB & FOOTING. v O - - - I-- COORDINATE WINp F HE`L'L 2�z.22c.oeaz NEW MASONRY r a ' FQ TJ YIII� ti _ FIREPLACE ABOVE. , M p . 2 ' _ __ -- A i A " MECH I NOT FOR CONSTRUCTION NEW BASEMENT VENT AREA INCLUDING 7 CONC. FOUNDATION I t WALL SLAB FOOTING SERRA ORIENT - I 4263 ORCHARD STREET t NEW ` SOU HOLO, NEW YORK 7 FOUNDATION \ '� - -- FOR DECK AND STEPS -- ABOVE. -. (TYP.) PROJECT N0. 04003 j t1 1r FLOOR PLAN: HOUSE LOWER LEVEL I , , 'I SCALE: 1/4"=V-O" DATE: 05/14/04 _ �.r7q x•r I DRAWN: 5Y Q �,� 0-0, CAD FILE: AlAt 00.OWG a 1 a,+�}:� (DN� PLAN: LOWER LEVEL scuE: t/+• = r-a+ _ © Copyright GftickD ah MDyner Architects a` t 1 qua`. TV 1 LEGEND: ALL DRAWINGS SPECIFICATIONSPIANS IDEAS *' ARRANGEMENTS AND DESIGNS RtPRESEifTEO Ofd EXISTING WALLS REFERRED TOARE THE PROPER OF AND�OWNED 13Y GLUCKMAN MAYNER ARCHITECTS "WNETHER ,THE_ . 9 NEW WALLS " PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, EVOLVED DEVELOPED' AND PRODUCED FOR THE SOLE USE ON AND IN CON- o I AREA OF NEW — NECIION WITH THIS PROJECT AND NONE OF THE ABOVE { AREA OF NEW L" MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY z Io PERSON FIRM OR CORPORATION FOR ANY USE OR- LU w w PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- +i LLjo CD ¢ JECT, EXCEPT UPON WRITTEN PERMISSION AND w DIRECTION OF GLUCKMAN MAYNER.ARCHTECTSa v —�— � mLLJw a z S NO. DATE SUBMISSION" � NI � a4 04/05/04 WINDOW PRICING ° I 2, 05/17/04 SUBMITTED TO ENGINEERS I 3, 06/25/04 WINDOW PACKAGE 38'-10" 4• 07/08/04 ISSUED FOR FILING PERMIT 1� �sc' X 1 26,_2,• 12,_8„ - - -- - - - - - - - - - � r : WDER RM. STAIR 1aA 119 120 14/ UP 107IT 11,7 I I I I I r r.'.-��,, I D RXIMIS POUSE MOLTING EIMEERP.C. Tel (z1x) s.s-mos •9 (212) es-3m 'I PANEL PANTRY WR LAUNDRY I.., W STORAGE ® ® ® q}� w — _ _--- -_ - - _rDN alE ro ,r;jf ' i' 10 110 1 "�E ANCHOR CONSULTING ° L mmhl0�ct� mplmere -`j J rl P REFla ,e�-'t r` - _ - - - 4ti�..,. - New Murray Yell, Street 0th Floor t. 212.26]9385 Naw York, NY 1000]-2210 1.,.212.26].6]95 p, 4� / www ancharcansul[fng.Com ,. ]1,1! r �12r NEW MASONRY _ DINING RM. Cil �. T, i T,�� CHIMNEY LIVING RM. 1113 KITCHEN I 6"*� r,M , ° htimrjlra 1Ak I < 2 �µEDAq� ti sf PI r + Z A201 4 Hi _ - ® - Ili 2 HOUR RATED ' r I .249 J GEUo SFO =. CONCRETE BRICK '+'fl m +',.' iy, xIx(' 'w' v FLUE ENCASED IN y 1t.c ,11 v 34i't x 1d" 1 M1 ':-0 : p v 4 r` FIREPLACE SURROUNDiil '4� f MILLWORKTIT {r ' I, " ,r I G L U C K M A �A Y R$ E C T S 1 _ y IT o o DW 1 5 ° ' 1 rn v f 9 NO 1315 xlx axu.aess la f . i1 T ITT, i I �`OF NrGV'�.rV z�olao A,', IT T7 T -a .,y ,g'! arw "e, . 1.2 �1ri x '"J1j le"'-NKti,Js otty, �;y, ,SLS} Kl + exr. ra"f xJ _ r; Iid'. w, kl C'ri . ,,, _i'" rr tri. S. im't' "1 r '"Ion; t11rF pw :,_ ( y11 :,;I I� Tit r 's. , 11 u.. ."5l I L I-.' 1 p� V•'FTa yr,{u J �r [1 'Jhl�} .�li"� f }' � �I` tJ � f - 1 � ,fir' .:. 'z < ti� I A 1r NOT FOR CONSTRUCTION ib t ai t J i 4 `- I .At ari r� f1 { i r v k ri I't•' r k x � t �_ .'+�,ryw,y ]�trteM�, L J � r a t� � ) �� 4Y - �!�§ "��px�d;:.,, I li'r" :M iy pY :. v! rH• 9�Y5 r �� �ry,k;1{i , t y T, e' fA j�, LT, "r; r � •C �1 �J�::� x °I. "-1. 1r, { '. J xa. �^akY -:�, 11 =,•aid+ h1 I la � }1 ! 3 � '{ �, �� e },: v � s f 1 r eF• ' .,< ' .,: 1} SERRA ORIENT t''c:rl rr A_trf k3+b o:'f e :, kEl ,, tra', 4263 ORCHARD STREET - SOUTHOLD, NEW YORK 1 1 - r P a- - ' : w< 5fJ I : li,J i rf' f v.i 1 be 2q _ ur 0.t e ,r` 1 r 140 Yzr G z t 3 r ,4 n' S f y t o U ) �'aY 1{!*»w zC=' - Y ¢`crE9a rrt'� L A?w ktTxZ 1 7j ' ,Y,# 4e '] :.r`? 11 'F• r.:slx hIz �. ar i W .d: ✓resz, , u r N x't s• h vw} r r r" :r g's -i: w .: -.;,i.; ., "m,,ui YI .1"` 'e F` v.yS�l.,.r ,[.'i�`' d k 3 [ti4 r x r'• . s f 1 r 2v-➢+'.� } mk ,¢..a..# tip ra +' !:. ;Nr T-0r�u's `cl"..,-,,,y e+ +7,;e 1 §C' A'Wf +'1 : ,. .'Cr1 f k:::bi"r 'n' :railt frr Irwl,a r .,1 fl t1y i - PROJECT NO. 04003 '' �"' MSCITT. I FLOOR PLAN: HOUSE MAIN LEVEL I ' 25'-6�" 12' 5'-4- 56'-2j" ,_4" Z ' . 56'—.2B" - - SCALE: - - - - I - - rpt X45 DATE: 05/14/04' rr , to DRAWN. SY , ,{ 1 O ^ ,x CAD FILE. AT D1.DwG x 7 ' PLAN: MAIN LEVEL ScAff' 1/* 1'-0' 0 Copyright Gluckman MDyner, AlcMiteets T r ;r tr V .:I LEGEND: GENEFR,AL -r-E: I ; ALL DRAWINGS, SPECIFICATIONS PLANS IDEAS EXISTING WALLS ARRANGEMENTS AND DESIGNS RLPRESRED X00 REFERRED TO ARE THE PROPERTY OFlAND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE NEW WALLS PROJECT FOR WHICH THEY ARE MADE 15' EXEOUtEp OR ' NOT. THEY WERE CREATED EVOLVED DEVELOPED AND PRODUCED FOR THE SOL[ USE ON AND IN CON=LLI ' t o AREA of NEW NECDON WITH THIS PROJECT AND NONE OF THE'ABOVE' MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY, Z CONSTRUCTION e 4 ,"r• z w PERSON, FIRM OR CORPORATION, FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- 7 ¢ JECT, EXCEPT UPON WRITTEN PERMISSION AND o ¢ w zDIRECTION OF GLUCKMAN MAYNER ARCHITECTS. � J Imuj W ...-.. ' - z zNO. DATE SUBMISSION M: LoIOf ¢ a 13 ¢ ¢ 1. 04/05/04 WINDOW PRICING. - 2• 05/17/04 SUBMITTED TO ENGINEERS 1 3. 06/25/04, WINDOW PACKAGE 4. 07/06/04 ISSUED FOR FILING PERMIT y STE A202 I PSB W d U [E OF B W NEWI GAILI x 121` 122--123 - - - - - - - - - t4 — - - - - - - - - - - - - IROOFALU i I ww fle 119 120 STAIR SA® I� II . 1T NEW 1 RIDGE ?; BATHROOM TN(MYfi POISE CONSULTING E1'IG6IEER,P.C. 'l0 un mx se.e w. ren. ev ,aon o +a (rz,72) ens-iaoz OPEN TO BELOW — — a III ra. (212) en-mae i ON 42 HIGH SND FRAMED MASTER BATH I I 6 , 2 ® I GUARDRAIL W/ T&G FACES AND II I 2 ANCHOR CONSULTING ,6 2 3 �fo� o wooD TOP CAP HALL 200 13 / A202 -�T �•) 2 OUTLINE OF - II I II 1 ® EXTERIOR �""`� W BELOW Iii C7 archlhcls+�ppinwn SII � 4 O ' r 19 Murray Street 4th Floor t_ 212.267.9385- n;l New York, NY 10007-22 40 E 212.267.6795 - , 7Ju _ _ _ 1 -, I I - I -I www.anchorconeultinq.com "=1 NEW MASONRY � EXERCISE RM. STUDY i, . . nbF. . .F, ..,Y�' :T k. ., CHIMNEY .�, �...,. .• " ,t' rc rrt', . - w.�..�-, - .r r d-'+ r � w�Yt� _ ® ® ,�tEDA C, N- I 4 � " NEW�FkOb#4 s 1 ' GLUCKM •�. RA A # TECTS - rr.#rwJ p0 1titi7 i'ay. Y , r�I 1(-' } i L�FtY,1N jV­ I MASTER BEDROOM I I — 1S DECK BELOW ° J I lr 211 m 0 Q SERRA ORIENT 4263 ORCHARD STREET 80UTHOLD, NEW YORK PROJECT NO. 04003 A35, I 12'-7 " FLOOR PLAN: HOUSE UPPER LEVEL � kl 4 .+, - I N SCALE. 114"'I'—'" i< DATE' 05/14/04 tr 1 1 _ DRAWN: 9Y PLAN: UPPER' LEVEL Ago, cAo FI E: A,D2.DwD ., A . 1 0 2, n51 ` I SCA E: 1/4' < 1'-0' \\ © Copyright Glu'*nan Mayder Architec#s ( 6 GENERAL _ N.cD-rE - ' ' ALL DRAWINGS, SPECIFICATIONS, PLANS IDEAS ARRANGEMENTS AND DESIGNS REPRESENTED Ofd REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN-MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE E EXECUTED OR NOT. THEY WERE CREATED EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- - w NECTION WITH THIS PROJECT AND NONE OF THE ABOVE _ ( MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY �I o PERSON FIRM OR CORPORATION FOR ANY USE OR z I Lu z PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- o p =1u a JECT, EXCEPT UPON WRITTEN PERMISSION AND o r= I o o DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. EAU JJI LJ CL. 00 a S NO. DATE SUBMISSION Y ¢ I Y 3 H 13 Q Q 4• 07/08/04 ISSUED FOR FlUNG PERMIT 9 1 I` NEW GALVALUM POOF NEW', RIDGE MMIS POUSE CONSULTING ENGINEER,P.C. 1 ' T., RI;) e."m Fax (z,x) e 5-3W5 fooL i ROOF SLOPE EXIS1NG ASPHALT T . SHINGLES W I pW ANCHOR CONSULTING 2 v TO REMAIN 00 0 A202 w .�C~ ¢ rn ! I archlfecte+en9lneeo o yti. 19 Murray Street 4th Floor t 212 267 9385 F- W L New York, NY 10007-2240 i. 212 267 6795 I �* O � i i ', www anchorconsuli,ng.�om _ - 'I NEW MASONRY 3 I 2 F 01 A2 CHIMNEY E DA R 1351 � C r ROOF EXIST. RIDGE SLOPE I GLUCKMAN R LW ECTS _ OUTLINE OF w * 50 H a.a„ n..l EXTERIOR WALL o -BELOW (TYP.)- n FOF NENy. exa oan o 0 4 N NOT FOR CONSTRUCTION „I ROOF —� DECK BELOW SERRA ORIENT SLOPE 4263 ORCHARD STREET SOUTHOLD, NEW YORK 2 A351 1,,7 1 PROJECT NO. 04003 A351 I . ROOF PLAN: HOUSE . ^-+ - _ SCALE: 1/4"=1'-0" DATE: 05/05/04 - - -' DRAWN, SY 1 CAD FILE: A.103.DWG /A\ • 1 1 O 3 ROOF PLAN SCALE 1/1" = l'-C' © Copyright Gluckman MaynerArchitects ' ��,; LEGEND: G E N E R AL_ N CDT E - ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS k.. 4" TRG PANTED WOOD BOARDS ARRANGEMENTS AND DESIGNS REPRESENTED R REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.' THEY WERE CREATED, EVOLVED, DEVELOPED PANTED GWB (U.O.N.) AND PRODUCED FOR THE SOLE USE ON AND IN CON- ' f LJ I ❑ NECTION WITH THIS PROJECT AND NONE OF THE ABOVE z MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY o PERSON FIRM OR CORPORATION FOR ANY USE OR = z I Lui z Lui PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- ow '� ¢ SD SMOKE DETECTOR JECT, EXCEPT UPON WRITTEN PERMISSION AND ' w z p DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. LU Y Q I CID m H- 3 NO. DATE SUBMISSION G- (JO Of a 3 F=-- I 's ¢ Q 2• 04/05/17 SUBMITTED TO ENGINEERS 1 I 4. 07/08/04 ISSUED FOR FILING PERMIT - I I I I T- - - -- - - - - - - - - - - - - - - - - I,- - - SII OUTLINE OF STAIRS ABOVE - I I; II I; I II I I I II �y l .-7- THOMAS POISE CONSULTING ENSKERP.C. - _�\_ L — — — / � Pa (213) 645-J905 I I r , I I I I I E HALLS 1 II ANCHOR CONSULTING - ' - 001 - \- - - \ STORAGE RM. IL _ _ J - - - -- - _ 003 I I archl0edmm s+ pin� SD - o L- -- -_ I_ — — J — _ _ 19 Murray Street 4th Floor L 212 267.9385 — — — — — — New York, NY 10007-2240 L 212.267.6795 MECHANICAL 1 — 004 www.anchorconeulting.com I I II GARAGE "� I O02 ( \ ARL, 3 G4 II GLUCKMAN C Lk CTS I I I I I II N� pe �' Jrr _ rFOFNV6 21X.1 •�� MECHANICAL RM. 21 I I it NOT FOR CONSTRUCTION I, I II .I COF DECK ABOVE SERRA ORIENT — — — — — DECK A M(3) II 4263 ORCHARD STREET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J SOUiHOLD, NEW YORK I � I I I 7 I PROJECT N0. 04003 A351L- -- - - - - -_- -- — — — — ---- - - - -- - ----- - -- - - - - - - - - -- - - - - - - - - -- - - �I rI REFLECTED CEILING PLAN: HOUSE LOWER LEVEL SCALE: 1/4"=1'-0" DATE: 04/05/14 { - - I DRAWN SY A _ REFLECTED CEILING PLAN: LOWER LEVEL E�� GAD FILE: A150.aWG 7 \ • O 1 SME 1/4- = Y-0" © Copyright Gluckman Mayner Architects I Ira r. .I I I LEGEND: 0ENEF2P, L N 'QT ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS 4' Tac PUNTED woo0 BOARDS ARRANGEMENTS AND DESIGNS REPRESENTED'R REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED EVOLVEDDEVELOPED AND PRODUCED FOR THE SOLS USE ON AND IN CON- w o z I ❑ PAINTED GWB (U.O.N.) NEClON WITH THIS PROJECT AND NONE OF THE ABOVE `a MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR = z I _W w w PURPOSE WHATSOEVER INCLUDING ANY OTHER I 0 o I L'' o SO SMOKE DETECTOR JECT, EXCEPT UPON WRITTEN PERMISSION AND w DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. z I o a NO. DATE SUBMISSION a of V) E ¢ Q 3 H 13 an ¢ 2. 05/17/04 SUBMITTED TO ENGINEERS - 4. 07/08/04 ISSUED!FOR FILING PERMIT =.I I '{ I i I - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 OUTLINE OF STAIRS BELOW I � . 1I1 I POWDER I Emil y' 01 CH 9_0SLOP F ! _ L NUNS POUSE GONSULIING�ENGINEER,P.C. 112 OPEN TO 2ND y( _ _ - u- O^ ib - _- 3 ! - FL Cl - - . 1 PANTRY LAUNDRY STORAGE CHH 9-0' CH -0• CH 9_O• -- - _ - - -_- "- _ - -- - I , T, I \ - MU®M - o � - __ _ -- — I QI \ 4 _- ® � - R N U ANCHOR CONSULTING Amhlbcts+enpinwn f- - - - _- - _ —_ -_l __ _ _ I - - - 0) - - - - - - -- - - No Murraytreet 4th Floor i. 212,267.6795 -- -2 HOUR FIRE- - - �Vf -_ -- _ --- _ - ---. - - - - - - - - -- Now York. NY 10007-2240 L 212.26].6]95 l 1 11 VIII N i — RATED FLUE ww e 1 ! II�l 1Ll 1 1 III 11 ; 1 ' III ISI I ' IIIA . I IIII �II III 111 l L —= _- - - - - -- - - - - - -�- \ - w.anchor<onsultin com ' " I �I �11' ll'1 1 1 Il' I 111111 'Iiiill 41 'I ' II�MGII � illll ; � l1 I I -_ - ` � - VIII Illill h I � 1I I ' l1 I ' � !I _ _- _ KITCHEN - - - 'LIVN ! L - -- -/ Eoa l 4 H - ,p � CH-9'-O' 10 GLUCKM N IT E C T S 2 u s,n.I I II Il ! -- I II III I � �11 nnl � l Il ill li � lillll _ — — — OF NEVI 13 1c I Ill II . A , ! III ' II II I , M !� SII 111 III li Ili IIT ' I I .III 11 I " II Ili I yy I 1 I; I OR N CO STRUCTION I Ill I I II11 III j li � Ii ' I IIS 'I IIf1 111 i - I I' I ,IIII; I I VeIIIiI I IllI �T ; 'I :I 1!: i I� 1 j I I ' 11l'l -1l-I- OUTLINE OF III I ORCHARD STREET I4 DECK BELOW SERRA ORIENT SOUTHOLD, NEW YORK .. ;= a I 2 I I 1 PROJECT NO. 04003 1351 L — - - - - - - - - - - - - -- -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - --- - - - REFLECTED CEILING PLAN: �'��,i HOUSE MAIN LEVEL I I SCALE1/4"=l'-O'- DATE: /4"=1' 0"DATE: 05/14/04 DRAWN: A, .DWA + 5. ^ •II CAD FILE:, A.151G �/'"\� REFLECTED CEILING PLAN: MAIN LEVEL SCALE. l/A' = f-0' Copyright Gluckman Mgyn2F ArOhitec(s J � 1 t ,1� 1 - ?., LEGEND: GENERAL N O T E : � ' ALL DRAWINGS, SPECIFICATIONS, PLANS IDEAS . ARRANGEMENTS AND DESIGNS REPRESENTED O� 4' Td:G PAINTED wooD BOARDS REFERRED TO ARE THE PROPERTY OF AND OWNED BY i GLUCKMAN MARCHITECTS WHETHER THE PROJECT FOR WHICHHICHT THEY ARE MADE"IS EXECUIEO DR NOT. THEY WERE CREATED EVOLVED, DEVELOPED_ CON- PAINTED GwB (u.o.N.) AND PRODUCED FOR THE SOLS USE ON AND IN CON- w NECTION WBH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY z ❑ PERSON FIRM OR CORPORATION FOR ANY USE OR - 'I Edz PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- _J w JECT, EXCEPT UPON WRITTEN PERMISSION AND 1 I w Qo SOD SMOKE DETECTOR DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. 0 o 0 UJ m ? CLI a NO. DATE SUBMISSION a � lnl � < < O = O U) y._. _ 2. 05/17/04 SUBMITTED TO ENGINEERS ~ I Q ¢ 4. 07/08/04 ISSUED FOR FILING PERMIT - I I I I I I — — — — — — — — — — —— — — — — — — — I I II II', - S AIR- - SAUNA 1 F ' -- - - - - - --- - - � �H 9'-0' - \ � � � �1 � THOMAS POIJSE CONSULTING D7liNEER,P.C. �BATHR OM rmPo�(212) lel-1.0 II (212) 6n5-]9n5 CH 9'-0' I 1 Wo I 11 q I I I I I' ll III IIS — I III VIII II I - - - - _ a� ' B _ ANCHOR CONSULTING HALL 200 p - — — — - .I � c I I J I IIII II'i I I I +mplmns 19 Murray Street 4th Floor t. 212.267 9385 New York, NY 10007-2240 f. 212.267.6795 III I I III I III I I � I I � III IIII, -� _-- -- - I I I I I I III I I I I III I 'I I I T I III EXERCISE 14M.f - - STUDY I _ 1 3 �OIED APC, � � � � D Irl IIS 11 � -- ® - I � I _ C1� U 04 '71 CH $'-0 3/8w CH 9'-0' _ _ A351 Q� �S� 4� IIII III ; VIII : 11 �^ 111 11111 I , : • NI 111 IIII � IIh 'i' _.� - - - - 1 - - - - - _\ I GLUCNMA * Y E RNeI rill, � I ,mu i I � I � � I• Ii I; I, I . i '. I ! 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I III II �' •�I _� I , Ii i I A351 PROJECT NO. 04003 I A351 REFLECTED CEILING PLAN: HOUSE UPPER LEVEL SCALE 1/4"=Y 0" =' DATE 05/14/04 � 5 - DRAWN. 5Y p 15 2 1 r CAD FILE: Al 52.DWG • "- ILING PLAN: UPPER LEVEL REFLECTED CE �' SCALE. 1/4' = 1'-C" r, © Copyright Gluckman Moyner Architects GENERAL NOTE : ALL DRAWINGS SPECIFICATIONS PLANSDESIGNS , IDEAS - -- --- - ---- -: - - 1 1 RE ERRED ON RE TR PROPERTY TS WHA OWNED H - GLUCKMAN MAYNE ee " PROJECT FOR WHICH THEYARE MADE IS EXECUTED OR AND PRODUCEDT. EFOR CREATED, USEELONOANDEINL000N� NECRON WITH THIS PROJECT AND NONE OF THE ABOVE ?� MAY BE DISCLOSED OR GIVEN TO 0R USED BY ANY ' PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- DASHED RO- -- - roiRRECNCFTCMNREPHTESAND DIRECTION MAYNRARCICT .PREvuswNDowOENING - - NO. DATE SUBMISSION 00.FAVE INN MOF 2. 05/17/04 SUB5/04 MITTED _ _ - ENGINEERS _ � II - - 3. 06/25/04 WINDOW PACKAGE 4. 07/08/04 ISSUED FOR FILING PERMIT - 'I 07 i O6 i I �I II I i - I 1 102 I 701 O lO � -_ �SpA�� ��{• p Th YY SUBR.IW IEYfl I I I NEW WOOD STEPS NEW CEDAR SHINGLES DASHED UNE I I THOMAS POISE CORSULTING ENgNEER,P.C. AND DECK TO MATCH EXISTING REPRESENTS PREVIOUS —————————� us w.1 I.T. SI-1 w.von. m 1(13 11 WINDOW OPENING Ira. 1x;z) ss-osos $'° 4 ANCHOR CONSULTING arehlbep+anplMan - - 2 NORTH ELEVATION 19 Murray Street 4th Floor t 212267.9395 SC41G I/1' = New York, NY 10007-2240 f 212.267 6795 11 www onchorconsulting.c m ' I ED ARC N I�' DASHED UCLUCKM ECTSNE REPRESENTS � * 7E PREVIOUS WINDOW OPENING (TYP.) 25o lja. s1�.1 w � C:) asu - Z J W W OF NETT° zsv.aen - np - p Q xJ p -- - - .-_ -__ JJIm WCC - Z Q o Z 5 NOT FOR CONSTRUCTION a ¢ ¢ --,.. - 2E&OEAK MUN ROOF SERRA ORIENT 4263 ORCHARD SOUTHOLDNCW YORK li NEW CALVALUM 110 ROOF - 03 - - PROJECT N0. 04003 , I - I I EXTERIOR ELEVATIONS - - I � I I 113 112 - 111 -- -- - 107 106 105 104 103 126 103 127 - - - - - 4 I --L� Cjl 130 O O SCALE. 1/4"-1'-0" i I DATE: 05/14/04 1 I 1A5� IEVTL DRAWN: 5Y � ' _ / \TA'POPCN CAD FILE. A201.DWG r 2 O - NEW MASONRY CHIMNEY AND NEW PARTIAL FOUNDATION ADDED 04, ELEVATION - NEW CEDAR SHINGLES REPLACE CEDAR SHINGLES AROUND NEW WOOD STEPS TO EXISTING FOUNDATION TO SUPPORT NEW CHIMNEY SIZE T ELEVATION TO MATCH EXISTING NEW WINDOWS AS REQUIRED (TYP.) AND DECK © Copyright Gluckman -MGyner Architects p' I ,s- GENERAL. NOTE ' ALL DRAWINGS, SPECIFICATIONS PLANS; IDEAS ARRANGEMENTS AND DESIGNS 'RtPRESENTED DR 'I REFERRED TO ARE THE PROPERTY OF AND OWNED BY PROJECMFOR WHICH THEYARE�MADE IS EXECUTTED OR � 1 NOT. THEY WERE CREATED EVOLVED, DEVELOPED AND PRODUCED FOR THE SOIL USE ON ANO IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON FIRM OR CORPORATION FOR ANY USE OR. PURPOSI WHATSOEVER INCLUDING ANY OTHER PRO- JECT EXCEPT UPON WRITTEN PERMISSION AND DIREdTION OF GLUCKMAN MAYNER ARCHITECTS. N0. DATE SUBMISSION -- V(Q &0JiAVE WM RDDF 1. 04/05/04 WINDOW PRICING 2. 05/17/04 SUBMITTED TO ENGINEERS .. 3. 06/25/04 WINDOW PACKAGE - 4. 07/08/04 ISSUED FOR FILING PERMIT i Till I I IA'-4 3/4' 0.O.SIBHT�UPPER 1E4T1 _ - - - REPLACE CEDAR SHINGLES �I _ N D NEW WINDOWS , 115 AROUND i � _ AS REQUIRED (rYP.) „ { - r•oslAR.uw 1EVIt 1 002 I I I THOMAS POUSE CONSULTING ENGINEERIP.C. T. (n R) E15-10pR Fee (221]1 615-590] NEW MASONRY CHIMNEY AND _ NEW PARTIAL FOUNDATION ADDED 001 TO SUPPORT NEW CHIMNEY SIZE I - L 0 /4' ' TV OSLIB 03ENTRY . SOUTH ELEVATION 2 SGLLE 1/4' I'-0 ANCHOR CONSULTING= DASHED LINE REPRESENTS amhRecla+analwom L� PREVIOUS WINDOW OPENING (TYP.) II 19 Murray Street 4th Floor t 212,2679385 W New York, NY 10007-2240 f. 212 267 6795 www anchorconsulting.com p F h J1? L5.1 Ip CD O p Ips CO w Iv — SEFtED Aq�y.. i oQg Iza c�5 03. Gc� r� Y Z GILD CKMA � Y RL ECTS 3 ¢ 13 - - ----- -- -- - - - - - - --- - -- - 7 5 1n.1 T a 6 s a,volao J 1W15 orax uw ROOF F NEW GALVALUM ROOF __-_ _ _ _ _ _ _ _ _ FN 2 Poi 18 _. ro PIA-�iL o BmN NOT FOR CONSTRUCTION it 'I I I I II i I I I i IEYEL I it . � __ - • - - -- - - - - - _ - - --- - -- — --- III I � ' 123 -- - - -, - - _ _ _ _ - III I f SERRA ORIENT 4263 ORCHARD STREET ' -- --- - - - " - -- - - - - - - - - - -- - - SOUTHOLD NEW YORK - - ' - i -- _ REPLACE DAMAGED PROJECT NO. 04003 AS REQUIRED .x� CEDAR SHINGLES WHERE NEW WINDOWS ARE I INSTALLED 't'110AWRLIVIN LM -- -- -- - -- - - - _ rl EXTERIOR ELEVATIONS I II 'Illi ' I I I ! I III ` NEW.MASONRY CHIMNEY I. I ll - QOt SCALE 1/4' V-0" NEW CEDAR SHN4GLES NEW STEPS - - - - .__ _ _- -- - _ HT �• DATE 05/14/04 I . DIM RN. TO MATCH EXISTING AND LANDING "' 1 A - 2:02 � //�/ //� DRAWN SY /_\ • �, ..'�. L •J 17�TODRS. � CAD FILE A,20 2 DWG r"1 1 .I UNDERGROUND EXIST. FLOOD VALVES RELOCATED '-- - WEST ELEVATION PIPE TO FACILITATE EXIST. FLOOD VALVES (D DISCHARGE OF © Copyright Gluckman Mayner Architects - `1 scab: Ip' = r-a' FLOODWATER - ,1 12 GENEFRAL_ NOTE PITCHES VARY ALL DRAWINGS, SPECIFICATIONS PIANS, IDEAS, - ARRANGEMENTS AND DESIGNS RtPRESENTED ORPRO , REFERRED TO ARE THE PROPERTY Of AND OWNED BY FOR ROOFS AN AVERAGE OF R-49 PROVIDE AN AVERAGE OF R-49 GLUCKMAN MAYNER ARCHITECTS WHETHER THE FOR ROINSULATION FOR ROOFS (TYP.) PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR 12 NEW ASPHALT SHINGLES & y15 BLDG. FELTNOT. THEY WERE CREATED EVOLVED DEVELOPED ON TOP OF 1/2' EXTERIOR PLYWOOD EXISTING ROOF CONSTRUCTION: AND PRODUCED FOR THE SOLE USE ON AND IN AND ASPHALT SHINGLES & #15 BLDG. FELT NECTION WITH THIS PROJECT AND NONE OF THE ABOVE ON TOP OF 1/z' EXTERIOR PLYWOOD MAY BE DISCLOSED OR GIVEN TO OR USED BY. ANY NEW LEAD COATED COPPER CUTTER PERSON- FIRM OR CORPORATION FOR ANY USE OR NEW LEAD COATED COPPER GUTTER AND DOWNSPOUT. INsrauAnoN To BE PURPOS@ WHATSOEVER INCLUDING ANY OTHER PRO- AND DOWNSPOUT. INSTALLATION TO BE VERIFIED WITH MANUFACTURER. JECT, EXCEPT UPON WRITTEN PERMISSION AND fI VERIFIED WITH MANUFACTURER. d DIRECTION OF GLUCKhtAN MAYNER ARCHITECTS. I — &V 0. FN CIG. UPPER IE4T3 _ R.O�F7L GIB. UPPER IE4fl `1�;9 NO. DATE SIBBMISSION NOTE: NEW HEADER TO BE I ) BG. TAVE WIN ROOF 'I RASED APPROX. 1/2' TO PI I� 'I L �, HO' FAK ROOF 4• 07/08/04 ISSUED FOR FILING PERMIT _ ALLOW WINDOWS TO ALIGN - W/ MBEDROOM WINDOWS NEW CEDAR SOFFIT STAINED TO NEW CEDAR SOFFIT STAINED TO .I MATCH CEDAR SHINGLES MATCH CEDAR SHINGLES 1 NEW WOOD AWNING WINDOWS, MP. VIII i ' p NEW WOOD AWNING WINDOWS, PYP. i P " PROVIDE LEAD COATED COPPER PMI PROVIDE LEAD COATED COPPER PANII PROVIDE AN AVERAGE OF R-49 { FLASHING AT ALL NEW WINDOW SILLS, TYR. INSULATION FOR ROOFS (TYP.) FLASHING AT ALL NEW WINDOW SILLS, T1R. i 'I 12 NEW GALVALUM ROOF W/ ! I'I l; NEW WALL CONSTRUCTION: EXISTING WALL CONSTRUCTION: 1 1/2` RIGID INSULATION & -CEDAR SHINGLES 0 MATCH EXISTING _ - 7.75 II ) -SHINGLES 1/2' PLYWOOD SHEATHING -BUILDING PAPER _ -PLYWOOD -BUILDING PAPER NEW WALL CONSTRUCTION: -VAPOR BARRIER - -PLYWOOD -CEDAR SHINGLES (TO HUTCH EXISTING) NOTE.SKIING ROOM - -2X6 STUDS _ -VAPOR BARRIER -BUILDING PAPER SUBFLOOR IS APPROX. 6' -BATT INSULATION _ -BATT INSULATION -PLYWOOD LOWER THNN SUBFLOOR AT -1/2' PLYWOOD & 3/4' T & G OR (2) 5/8' GWB - -1/2' PLYWOOD & 3/4' T & G OR (2) 5/8' GWB -VAPOR BARRIER MASTER BEDROOM. Y l tr i -2X6 STUDS _ - NEW RADIANT HEATED FLOOR NEW RADIANT HEATED FLOOR - - - -BATT INSULATION J11 IV T `r -1/2' PLYWOOD & 3/4' T & G OR (2) 5/8' GWB _ T.O. SIIBHOOR UPPER LEVEL 18' 43/ 4'T.OR UPPER IEVfL /— LEAD COATED COPPER GUTTER ' -- I ?HO S °1O1SEMWN6UL8NG FNGINEFR,P.C. T11 P'u) ws-faux . AND DOWNSPOUT. INSTALLATION TO _ _ _ 1a U12) "s-w°e BE VERIFIED WITH MANUFACTURER. I r BO FlH C.G. MAIN UYEL 17- I �' 8.0. RK CIG IWN LEVEL I h II 6V a:Tr+. ac. W++ Itva ALL WINDOWS & DOORS TO BE ANCHORED IN ALL NEW WINDOWS & DOORS TO BE ANCHORED IN ANCHOR CONSULTING ACCORDANCE W/ THE MANUFACTURERS PUBLISHED ALL NEW WINDOWS & DOORS TO BE ANCHORED IN IJV RECOMMENCE W/ THE MANUFACTURERS PUBLISHED ACCORDANCE W/ THE MANUFACTURERS PUBLISHED RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE �In' RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE + arehibeb+an IMan - �I �' RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE 9 I SPECIFIED IN THE NYS RESIDENTIAL CODE, MAY 2002. I ill SPECIFIED IN THE NIS RESIDENTIAL CODE, MAY 2002. ' ��kl SPECIFIED IN THE NYS RESIDENTIAL CODE, MAY 2002. ' 19 Murrey Street 4th Floor L 2122679385 New York, NY 10007-2240 1. 212 267 6795 qsv www.anchorcon ul I m NEW WOOD DOORS, NP. - NEW WOOD AWNING WINDOWS, TYP. NEW WOOD AWNING WINDOWS' TIP. Q DA RE A&L, 4 ti NEW RADIANTHEATED FLOOR NEW RADIANT HEATED FLOOR jS P� J G<NEW RADIANT HEATED FLOOR U � , c P n 9 Y- r a - u COMPRESSIBLE FILLER - 2 X 12 FLOOR JOISTS. PROVIDE R-30 MIN. G L U C K M IEA IT ECTS EXISTING FLOOR J I - FIBERGLASS INSULATION BETWEEN FLOOR JOISTS AND W000 FLOORING � �r sa TOR w.� so..f REMAIN. PROVIDE NEW FIBERGLASS INSULATION JOISTS OVER UNCONDITIONED SPACE, TO ACHIEVE A MINIMUM R-30 VALUE. Ny No, 1g151 'tt 1001 T fyzom°° _ 11 -TA. 11 r FOF NN02ix.exs.wa MM LEVEL - T"�0. SIIBFIOOR MN IM T.O. SUBFLODR WIN LEVEL . . i 'III 2 X 8 PRESSURE TREATED SILL PLATE W/ SILL SEALER AND TG. CONTINUOUS METAL TERMITE SHIELD PORCH . I� r EXISTING FLOOR JOISTS TO REMAIN (CONFIRM STABILITY & CONNECTIONS). FLASHING FLASHING _ MASHING NOT FOR CONSTRUCTION - -;.; rN I,,IIII ° '4ull NEW STRIP FOOTING SEE ' NEW STRIP FOOTING SEE STRUCTURAL II '�`I - STRUCTURE DRAWINGS FOR INFORMATION '; DRAWINGS FOR INFORMATION EXISTING CONCRETE FOUNDATION WALL TO pp REMAN, CONFIRM STRUCTURE STABILITY SLOPE GRADE '' jl FROM INTERIOR. SERRA ORIENT III SLOPE GRADE AWAY FROM STRUCTURE ayl, il' II III fl!I:(I',iIH, ^I, AWAY FROM STRUCTURE {��IIII ;DTI I, 777 4263 ORCH STREET YORKRDWATERPROOFING MEMBRANE WATERPROOFING MEMBRANE llj :i DRAINAGE OR PROTECTION BOARD DRAINAGE OR PROTECTION BOARD VAPOR HARRIER I�III VAPOR BARRIER 1 - o SEALANT AND BACKER ROD AT EXPANSION JOINT - PROJECT No. 04003 RIGID INSULATION 4' CONCRETE SLAB ON 6' GRAVEL ., WATER STOP WATER STOP �; II RIGID INSULATION WALL SECTIONS FILTER FABRIC OVER NEW PERFORATED DRAIN PIPE r aN f -T- FILTER FABRIC OVER NEW PERFORATED EXISTING - ° �4 .. „ STING FILTER FABRIC R ei TIE IMO EXISI'G DRYWELL EL,_; . III „ - - -r- f �I FOUNDATION DRAIN PIPE. ;.: PERFORATED FOUNDATION DRAIN PIPE , 3] ' TIE INTO EXISTG DRYWELL h J i V SCALE. DATE: 05/28/04 DRAWN. SY 3 SECTION: (N) EXTERIOR WALL 4 MUD ROOM 2 SECTION: N EXTERIOR WALL ® DINING & SITTING RMS. SECTION: E TYPICAL EXTERIOR WALL CAD FILE: A35i.DWa A . 351 ' - 1 SCARE. , i 0 - - � © Copyright Gluckman MOyner.Architects ' 41 F f41'I 1 LEGEND: G"EIVEF?ALVOTE : . ALL DRAWINGS, SPECIFICATIONS PLANS IDEAS, Ex1571NG WALLS 70 REMAIN ARRANGEMENTS AND DESIGNS RtPRESE<TED OR ' , REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE EXISTING WALLS TO DEMOLISH --'--- PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR, ----- NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN 'CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR'ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY'OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. DEMOLITION NOTES NO. DATE SUBMISSION EXTERIOR SICOPE: 2. 05/17/04 SUBMITTED TO ENGINEERS - --"'I 4• 07/08/04 ISSUED FOR FILING PERMIT 1. CAREFULLY DEMOLISH ALL EXISTING PLYWOOD SOFFITS AT ROOF EAVES, i GUTTERS AND DOWNSPOUTS ON MAIN HOUSE. 'A"I 2. DEMOLISH ALL EXISTING EXTERIOR WINDOWS (EXCEPT LOWER LEVEL WINDOWS UI,O.N.) AND DOORS (DEMO OVERHEAD DOORS AT GARAGE). REFER " TO DRAWINGS FOR NEW WINDOW AND DOOR LOCATIONS, PROVIDE NEW - OPENINGS AS REQUIRED. 3. DEMOLISH EXISTING STAIRS/LANDING. " 4. DEMOUISH ALL EXTERIOR LIGHT FIXTURES. INTERIOR SCOPE: I 1. REFER TO STRUCTURAL DRAWINGS 5000-5103 FOR CHANGES TO " EXISTING STRUCTURE 2. DEMOLISH ALL INTERIOR PARTITIONS AS SHOWN ON THE DEMOLITION F 7 FLOOR PUNS (IN ADDITION TO ALL INSULATION, ELECTRICAL, TELEPHONE, CABLE AND PLUMBING WIIHING THOSE WALLS). IN ADDITION, DEMOLISH ALL —— —— — —— — — — — — — —_ — _ EXISTING GYPSUM WALL BOARD ON ALL WALLS AND CEILINGS (REMOVE " —— —— — — — — EXISTING INSULATION AT EXTERIOR WALL CAVTIIES IF PRESENT). - r L —— —1 _DEMOUSH EXIST. 3. DEMOLISH All EXISTING KITCHEN CABINETS, APPLIANCES AND PLUMBING I III / I I I I I I RETAINING WALL AS FIXTURES AND FITTINGS. REMOVE EXIST. I REQ'D. I OVERHEAD 4. DEMOLISH All EXISTING PLUMBING FIXTURES, FIRINGS AND i — — GARAGE DOOR I ACCESSORIES IN ALL BATHROOMS IN THE MAIN HOUSE AND GARAGE. REMOVE EXIST. THOMAS POUSE CONSULTING DIGNEER,P.C. REMOVE I I OUTDOOR SHOWER 5. REMOVE ALL EXISTING ELECTRICAL DEVICES, LIGHT FIXTURES AND �»*el (x,z) ea—,00z w.n wrx s,,.., w.U11. nr 1.11 , EXIST. I- —>_ r–— — 1 FOOTINGS WIRING HACK TO ELECTRICAL PANEL fn. STAIRSI--- - I I I C - 1 I a R L — —_— _ _ J L _ __7 6. REMOVE ALL EXISTING DOORS k RELATED HARDWARE. DEMOLISH ALL i I O r— 7 r — , DOOR AND WINDOW CASINGS/TRIM IN AND BASEBOARDS. FRF EMOVE EXIST. "�17 I [I I I El I OVERHEAD 7. REMOVE ALL CABINETRY AND MILLWORK. I GARAGE DOOR L _J L _J I B. REMOVE All EXISTING DUCTWORK TO THE EXISTING UNITS IN THE BASEMEN. ANCHOR CONSULTING I,>J ' I I L� _ E _ _ archftCt6+*ngImsm FF 11 I /n �p ❑ ElPLUMBING FIXTUREELOCATIONSOF EXISTING PLUMBING WITH NEW PROPOSED L— _ __ J WINDOW EXIST.\ \ L—J L—J 19 Murray Street 4th Floor L 212.267.9385 N.' 1 PROVIDE NEW NYork, NY 10007-2240 t. 212.2676795 - ACCESS OPENING www a.ahorcan.uflfng.a.. IN EXIST. Wal III REMOVE II EXIST. WINDOW ,SIEVED ARC,X//, " EDGE OF NEW FOUNDATION WALLEXCAVTE � REQ'DA � , I GLUCKMA SSY R& ECTS ll L — 50 H E.un 4.., (REMj• ho 6'N El k STAR FYOOTINGSCIST. K 9�FOF N �e0.0oeas L— J TYP. I REMOVE EXIST. EDGE OF NEW WINDOW FOUNDATION WALL I NOT FOR CONSTRUCTION EXCAVATE AS l REQ'D. I III ❑ I I ❑ I I ❑ I I --------- -------L_J L _J L _ -A L _ J L _ J SERRA ORIENT 4263 ORCHARD STREET SOUTHOLD, NEW YORK - I ❑ I I ❑ I L—J L — _J PROJECT NO. 04003 DEMOLITION PLAN: HOUSE LOWER LEVEL ', SCALE: 1/4"=1'-0" " �.J DATE: 05/14/04 DRAWN: SY I, DEMOLITION PLAN: LOWER LEVEL CAD FILE: D,,Da.OWG D • 'CO O 1 , 1/4. 1'_0- 0 Copyright Gluckman Moyher Architects' I f � LEGEND: GENERAL NOTE _ ALL DRAWINGS, - SPE CIFICATIONS PLA NS IDEAS,ARRANGEMENTS REPRESENTED OREXISTING WALLS TO REFERRED TO ARE THE PROPERTY OF ANDOWNEDBY PROJECTAFOR WHICH RTHEY ARE ARCHITECTS IS EXECUTED OR Exlsrwc wAlts TO DEMOLISH ====T NOT. THEY WERE CREATED EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLS USE ON AND IN CON- NECTION DSCLOSIED�OF IVENNTO OR OF THE BYBANY PERSONFIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. DEMOLITION NOTES NO. DATE SUBMISSION 'j EXTERIOR SCOPE 2. 05/17/04 SUBMITTED TO ENGINEERS ,. 1. CAREFULLY DEMOLISH ALL EXISTING PLYWOOD SOFFITS AT ROOF EAVES, 4, 07/06/04 ISSUED FOR FILING PERMIT DUFFERS AND DOWNSPOUTS ON MAIN HOUSE. 2. DEMOLISH ALL EXISTING EXTERIOR WINDOWS (EXCEPT LOWER LEVEL WINDOWS U.O.N.) AND DOORS (DEMO OVERHEAD DOORS AT GARAGE). REFER - TO DRAWINGS FOR NEW WINDOW AND DOOR LOCATIONS, PROVIDE NEW OPENINGS AS REQUIRED. 3. DEMOLISH EXISTING STAIRS/LANDING. ,l 4. DEMOUS14 ALL EXTERIOR UGHT FIXTURES. INTERIOR SCOPE: 1. REFER TO STRUCTURAL DRAWINGS SD00-S103 FOR CHANGES TO _ EXISTING STRUCTURE. REMOVE EXTERIOR 2. DEMOLISH ALL INTERIOR PARTMO14S AS SHOWN ON THE DEMOLITION - - SHOWER & RELATED FLOOR PIANS (IN ADDITION TO ALL INSULATION, ELECTRICAL, TELEPHONE, PIPING CABLE AND PLUMBING WANING THOSE WALLS). IN ADDITION, DEMOLISH ALL EXISTING GYPSUM WALL BOARD ON ALL WALLS AND CEILINGS (REMOVE YE - -3 - - EXISTING INSULATION AT EXTERIOR WALL CAVITIES IF PRESENT). ori)' REMOVE EXIST. 3. DEMOLISH ALL EXISTING KITCHEN CABINETS, APPLIANCES AND PLUMBING WASHER & - - - -- FIXTURES AND FITTINGS. III I I I VENTED DRYER "� 7I- _ -I _ ____ I — REMOVE EXIST. III 1 -I I -1 1 II 1 i� PROPANE TANK & 4. DEMOLISH ALL EXISTING PLUMBING FIXTURES, FITTINGS AND L _JL _J RELATED PIPING ACCESSORIES IN ALL BATHROOMS IN THE MAIN HOUSE AND GARAGE. x- _- , 1LgMA5 POLISE CONSULTING ENONEER,P.C. II EX OVE N- rr 5. REMOVE ALL EXISTING ELECTRICAL DEVICES, LIGHT FIXTURES AND 'rm(z�z1 ei`s=iao'i w.mn.,rr mon T. H- -- -J It- JLC WIRING BACK TO ELECTRICAL PANEL. r.. U.) W-z'm F�I - -- - 6. REMOVE .ALL EXISTING DOORS & RELATED HARDWARE. DEMOLISH ALL -' STAIRS ---- -c,., \ L / —F T 1 7. REMOVE .ALL CABINETRY AND MILLWORK. L__ - - -- - - �--- i � d DOOR AND WINDOW CASINGS IM IN AND BASEBOARDS. i y� I REMOVE ALL EXISTING DUCTWORK TO THE EXISTING UNITS IN THE REMOVE EXIST. // �� I I I BASEMENT ANCHOR CONSULTING PI SIDING ON FUTURE INTERIOR �` I an:hlhcta+mpinaan ( 9. COORDINATE RELOCATION OF EXISTING PLUMBING WITH NEW PROPOSED W/A FLOOR� rr -- - - -- , -L--�-I-�J PLUMBING FIX(NRE LOCATIONS. I 19 Murray Street 4th Floor t 212.267.9385 PLAN 10011 III New York, NY 10007-2240 f. 212.267.6795 f— LJ- -1 ---- - -L-- III www.anchorconsulting.com -- REMOVE EXIST. III I I I GARAGE DOOR REMOVE EXIST. -a L CHIMNEY WOOD I ED AR ENCLOSURE I _ 1 _ _ I I I I I III .AQB Oyu . I L_- D — _a- - a— II e� c<Lc r� L. — kJ_ I I pr° "a 1 �� FFI I III 0 L U C K M X o *1TECTS ' - DEMOLISH EXISTINGIII I L — — — — — ——— — _ —J III zso ud.. S1..t OPEN PORCH. I1I I _ _ _ �( I v� ti 5" . INCLUDE EXTERIOR pq p /`p F -I - L JL J I WALLS. FLOOR & Y- - J L_ - -�(- J- - -- J i�l 9TEOF N :e.m+z.vvae. CEILING - -- - - ----- - -g_ _� - A N ---- - III I I I I III , PROVIDE TEMPORARY BRACING/SHORING AS REMOVE EXIST. WOOD II I I REQ'D. TO SUPPORT DECK & STEPS AS NOT FOR CONSTRUCTION THE ROOF. REQ'D. III - - - --- ----- --� ____ - ____= -__--- -_____991 SERRA ORIENT 4263 ORCHARD STREET c==T-- -- - - --- T c=� µlb -IN ' _ _I C___ L___ _ ____ ______ - U SOUTHOLD, NEWYORK , bll III --- - --- - - - - - - PROJECT NO. 04003 I DEMOLITION PLAN: HOUSE MAIN LEVEL I SCALE: 1/4'=1'-O" DATE: 05/14/04 DRAWN: SY DEMOLITION PLAN: MAIN LEVEL aAD'FILE:- D.101 DWa I 1 © Copyright Gluckman Mayner Architects w LEGEND: G E N E FR/a L 1�3 0-f'E ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, EXISTING WALLS TO REMAIN REFERREDNENTS TO AREAND HE PROPERTY OREPRESENTED AND OWNED 8V GLUCKMAN MAYNER ARCHITECTS WHETHER THE EXISTING WALLS TO DEMOLISH = —— — — PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR —— —— NOT. THEY WERE CREATED EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLL USE ON MD IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY I� PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. DEMOLITION NOTES NO. DATE SUBMISSION - - EXTERIOR SCOPE: 2. 05/17/04 SUBMITTED TO ENGINEERS 4. 07/08/04 ISSUED FOR FILING PERMIT 1. CAREFULLY DEMOLISH ALL EXISTING PLYWOOD SOFFITS AT ROOF EAVES, GUTTERS AND DOWNSPOUTS ON MAIN HOUSE. 2. DEMOLISH ALL EXISTING EXTERIOR WINDOWS (EXCEPT LOWER LEVEL WINDOWS U.O.N.) AND DOORS (DEMO OVERHEAD DOORS AT GARAGE), REFER TO DRAWINGS FOR NEW WINDOW AND DOOR LOCATIONS, PROVIDE NEW OPENINGS AS REQUIRED, 3. DEMOLISH EXISTING STARS/LANDING. I 4. DEMOLISH ALL EXTERIOR LIGHT FIXTURES. INTERIOR SCOPE: i 1. REFER TO STRUCTURAL DRAWINGS 5000-5103 FOR CHANGES TO EXISTING STRUCTURE. 2. DEMOLISH ALL INTERIOR PARTITIONS AS SHOWN ON THE DEMOLITION FLOOR PLANS (IN ADDITION TO ALL INSULATION, ELECTRICAL, TELEPHONE, " CABLE AND PLUMBING WTMING THOSE WALLS). IN ADDITION, DEMOLISH ALL EXISTING GYPSUM WALL BOARD ON ALL WALLS AND CEILINGS (REMOVE _ EXISTING INSULATION AT EXTERIOR WALL CAVITIES IF PRESENT). l T- r T T—f —I-1=_—1 r — —— — —— F —�1 3. DEMOUSH ALL EXISTING KITCHEN CABINETS, APPLIANCES AND PLUMBING 11 1 1 1 1 1 1 III FIXTURES AND FITTINGS. I Ill�p� 11 111 II II III 1 1 1 I I�� I III I 14. DEMOLISH ALL EXISTING PLUMBING FIXTURES, FIRINGS AND ACCESSORIES IN ALL BATHROOMS IN THE MAIN HOUSE AND GARAGE. ul` I_ I THOMIS POLISE CONSULTING ENGINEER,P.C. tll f—Mn J ,,, -., ,mx s,..., �,..o,.. ,e„ I III I I 5. REMOVE ALL EXISTING ELECTRICAL DEVICES, LIGHT FIXTURES AND ni des) e.s-loos III / JI IIr——__III b d I III �.� JJ L___ _ —S —— — J L — J I WIRING BACK! TO ELECTRICAL PANEL. ra. (xx) as-aso5 —JI I fl III i \ II — II LLLL_-.JJ� R 1 r — — ——— —— — -I 6. REMOVE ALL EXISTING DOORS do RELATED HARDWARE DEMOLISH ALL - J DOOR AND WINDOW CASINGS/TRIM IN AND BASEBOARDS. y � EXIST. 7. REMOVE ALL CABINETRY AND MILLWORK.REMO . y� V B. REMOVE ALL EXISTING DUCTWORK TO THE EXISTING UNITS IN THE SIDING i� \\ BASEMENT. ANCHOR CONSULTING WALLS. COORD. W/ FLOOR PIAN 9. COORDINATE RELOCATION OF EXISTING PLUMBING WITH NEW PROPOSED amhNbeM+mngln m FZ ------ i PLUMBING FIXTURE LOCATIONS, — _ _- - - —J � \\\— — —\_ __ _ ———// - - - -- --- -��1 - 19 MooahorStreet 4th Floor t 212.267.9385 co240 f 212267.6795 r I I LJL __J — DOWI I III I .'i REMOVE EXIST. CHIMNEY WOOD \ \\ I I ED ARC ENCLOSURE QpccLO0 L_ 7/ � (--� I GLUCKMAN HI E C I S DEMOLISH EXLSfINO SLEEPING w. ao a INCLUDEALLS,H. 13T6n 71 FLOOR h CEILING AS _ _ — I TFCF NE`M,°� .sxsaeaa . I INDICATEDP PROVIDE TEMPORARY II REVD. I I NOT FOR CONSTRUCTION III I .THE .SUPPORT I REMOVE EXIST. WOOD PERGOLA Tj --- --- - ---- -- -- -- - - ------------ -1- -- - - ---J SERRA ORIENT 4263 ORCHARD STREET - _F __+__� ___ $OUTHOLD, NEW YORK A PROJECT NO 04003 DEMOLITION PLAN: HOUSE UPPER LEVEL -. SCALE: 1/4`,1•-0" - - DATE: 05/14/04 . DRAWN; $Y " CAD FILE. D.102 DWG D . 102 1 DEMOLITION PLAN: UPPER LEVEL SC : 1/4' = 1'-0 1 t I c Copyright - Gluckman Mayner Architects GENERAL FIXINDA11ONS 9. THE MIXED SIKAREP I A R SHB SHALL BE WORKED WELL INTOI PR MED SUBSTRATE 4. ALL FLOOR ' L OR AND ROOF TRUSSES SHALL BE MANUFACTURED IN ACCORDANCE 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND 1. BUILDING FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OR ROCK OR FILLING ALL PORES AND VOIDS. COMPACT WELL. FORCE' MATERIAL AGAINST EDGE WITH THE STANDARDS OF THE TRUSS PLATE INSTITUTE. OF REPAIR AND THEN WORKING TOW , ARD THE CEN ' I MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, COMPACTED SUBGRADE OF MINIMUM BEARING CAPACITY: 4,000 PSF, ADEQUACY TER. THOROUGHLY COMPACT E�N E,Ryo� THE MORTAR AROUND ALL EXPOSED REINFORCEMENT. MAXIMUM APPLIED 5. ALL LUMBER THAT IS EXPOSED TO WEATHER, IN CONTACT TWIT OR WITHIN 18" ALL DRAWINGS SPECIFICATIONS PIANS' ,:IDEA$ INCLUDING THE FOLLOWING GOVERNING STANDARDS: OF BEARING STRATUM SHALL BE VERIFIED AND APPROVED BY THE OWNER'S THICKNESS FOR ANY ONE APPLICATION SHALL NOT TO EXCEED 10RCI)¢". MINIMUM OF EARTH SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE p,, ,.,t,,.,, GEOTECHNICAL CONSULTANT PRIOR TO POURING CONCRETE. SHOULD APPLIED THICKNESS SHALL NOT BE LESS THAN X". WHERE MULTIPLE LIFTS ARE SPECIFICATIONS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION. ARRANGEMETJTS� AND 'DE 1` S RG"RESCIYI[U 00 : A. THE LOCAL BUILDING CODE AND REGULATIONS OF ALL OTHER AGENCIES CONDITIONS VARY FROM THOSE ASSUMED, THE ARCHITECT AND STRUCTURAL REQUIRED, LEAVE EACH COAT ROUGH BY TROWEL SCORING, TO RECEIVE REFERRED aO ARE,TNEpRp�,( ' OF AND OWNED BY HAVING JURISDICTION SUCH AS DOT, MTA, EPA, OSHA AND STATE AND ENGINEER SHALL BE NOTIFIED BEFORE CONTINUATION OF WORK. SUBSEQUENT APPLICATIONS. ALLOW PRECEDING APPLICATION TO HARDEN BEFORE 6, DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, GLUCKMAN,MA NER'ARGHITECTS WHETHER THE LOCAL LABOR LAWS WHICH MAY GOVERN THIS TYPE OF WORK. APPLYING FRESH MATERIAL. SURFACE IS CONSIDERED HARDENED WHEN A TROWEL FIRESTOPPING ETC. SHALL,CONFORM TO THE, LATEST EDITION OF THE PRDJECT,FORW�H;1HI�y IUIE NNJE L$„ENECUIEU OR B. DES.C, MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS 2. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM SUBGRADE AND BACKFILL WILL NOT SCORE THE SURFACE EASILY. SATURATE SURFACES OF THE PREVOUS NATIONAL DESIGN SPECIFICATION. REFERENCE FASTENING SCHEDULE FOR NOT• 7HEY,:WERE,-CREATED E4DIM DPTOPED DESIGN. AREAS AND BACKFILLED WITH ACCEPTABLE FILL. WORK WITH CLEAN WATER BEFORE PROCEEDING WITH NEXT LIFT. AFTER FILLING NAILING REQUIREMENTS. IN ADDITION. THE CONTRACTOR SHALL COMPLY AND PRODUCED,FOR }HE,SOLCI,U$E,ON.AND I CON- C. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 3. THE SUBGRADE FOR ALL FOOTINGS, WALLS, PILE CAPS AND SLABS SHALL BE REPAIR AREA, CONSOLIDATE AND THEN SCREED TO FINISH AS SPECIFIED BY THE WITH ALL MANUFACTURERS' REQUIREMENTS FOR THE INSTALLATION, RECTION WRN'THIS PR(IJECT,AND NONE OF THE ADDVE (HE AW) ARCHITECT. INSPECTED AND APPROVED CONNECTION STORAGE ETC. FOR D. THE WS "C OVE BY THE OWNER'S TESTING AGE ALL ENGINEERS LUMBER A ODE FOR ARC AND GAS WELDING IN BUILDING AGENCY IMMEDIATELY D PRODUCTS. MAY QE DISC' m-OR GNEN:TO OR USED BY ANY TO CONSTRUCTION, LATEST EDITION, THE AMERICAN WELDING SOCIETY. PRIOR TO PLACING FOUNDATION CONCRETE. 10. MOIST CURE ALL CONCRETE BY MISTING WITH CLEAN WATER. INCLUDING BUT IS NOT LIMITED NAILING, WEB STIFFENERS, BLOCKKING, LOCATIONS AND TYPES OF HOLES REQUIREMENTS FOR BEARING LENGTH, PERSON FIRM, . CDRPORATION:FOR ANY USE OR _ WHA UDNTG ' E THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION. 4. NO FOOTINGS OR SLABS SHALL BE PLACED INTO OR AGAINST AND OPENINGS, ETC. PURPOSE INCL ANY;Dffi PRO- ��p+ SUBGRADE CONTAINING FREE WATER, ICE OR FROST. DO NOT ALLOW ICE OR 11. MINIMUM CURING TIME IS 7 DAYS. FULL CURING TIME IS 28 DAYS. JECT IXCEPT U N WRITTEN ',PERMISSION AND F. THE AMERICAN FOREST & PAPER ASSOCIATION "WOOD FRAME CONSTRUCTION FROST TO FORM IN THE EXCAVATION AFTER SUB GRADE HAS BEEN INSPECTED OR 7. NO LUMBER SHALL BE CUT OR NOTCHED U.O.N. DIRELITION OF GLUCKMAN MAYNER,ARC HREM. MANUAL 2001 EDITION" PRESCRIPTIVE DESIGN. 12. REINFORCING STEEL SHALL BE NEW BILLET STEEL DEFORMED BARS CONFORMING TO RE-INSPECTION WILL BE REQUIRED AFTER ICE OR FROST REMOVAL. ASTM A615 GRADE 60. S. CONNECTORS SHOWN ARE MINIMUM REQUIREMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SAFE WORKING 5. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS OR SLABS 13. REINFORCING STEEL AND APPLIED CONCRETE SHALL BE PLACED TO PROVIDE THE NO. DATE SU -SION 9. WHERE DIMENSION LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL, BMIS ENVIRONMENT FOR ALL WORKERS AND FOR PREPARING AND FILING A SITE SAFETY BRACING THESE WALLS ARE IN PLACE. AFTER BRACING STRUCTURE IS INSTALLED MINIMUM CONCRETE COVER AS REQUIRED BY ACI 318. REFERENCE SCHEDULE SET THESE MEMBERS Y." CLEAR ABOVE THE TOP OF THE ENGINEERED LUMBER OR PLAN AND/OR PROVIDING OTHER WRITTEN ASSURANCES OF SAFE OPERATIONS BACKFILL AGAINST THE WALLS EVENLY. FOR CONCRETE PROTECTION FOR REINFORCMENT. STEEL TO ALLOW FOR SHRINKAGE. AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION INCLUDING COMPLIANCE 'y WITH 01 07.08.04 Issued for Filing Permil WORK. OSHA AND STATE AND LOCAL LABOR LAWS THAT GOVERN THIS TYPE 6. BACKFILL SHALL BE AN OFF-SITE GRANULAR MATERIAL, SUCH AS PIT RUN SAND AND GRAVEL, HAVING A MAXIMUM SIZE OF 3" WITH NO MORE THAN 152 PASSING 10. STUD BEARING WALLS SHALL BE AS SPECIFIED ON THE STRUCTURAL PLANS 3. THE CONTRACTOR SHALL PROVIDE REGULAR PERIODIC INSPECTION OF THE ,#200 SIEVE. PLACEMENT SHALL BE LIMITED TO 1' DEPTHS AND RECEIVE A 1. CONCRETE EPDXY ANCHORS SHALL BE MANUFACTURED BY HILn, INC., AND SCHEDULES. CONSTRUCTION OPERATIONS AS REQUIRED TO ENSURE ONGOING MAINTENANCE OF COMPACTION OF AT LEAST 952 OF THE STANDARD PROCTOR DENSITY (ASTM D698). P.O. BOX 21148, TULSA, OK 74121, TELEPHONE (800) 879-8000 OR AN APPROVED 11. USE DOUBLE STUDS AT ENDS OF WALL AND EDGES OF WALL OPENINGS, ALL SAFETY OPERATIONS AND EQUIPMENT. SAID INSPECTIONS SHALL BE BY AN EQUAL AND INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. AGENT FE THE CONTRACTOR WHO IS QUALIFIED TO EVALUATE SAID OPERATIONS 7. ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL. ADJUST BOTTOM OF 12. LAP ALL PLATES AT CORNERS AND AT INTERSECTIONS OF PARTITIONS. AND EQUIPMENT. THE INSPECTOR SHALL PREPARE WRITTEN SAFETY REPORTS WHICH FOOTING ELEVATION AS REQUIRED. 2. CONCRETE EXPANSION ANCHORS SHALL BE MANUFACTURED BY HILT, INC., SHALL BE MAINTAINED AT THE JOBSITE FOR REVIEW BY ALL AUTHORITIES HAVING P.O. BOX 21148, TULSA, OK 74121, TELEPHONE 800 879-8000 OR AN APPROVED d ( ) 13. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. WHERE JURISDICTION. 8. PROVIDE O LEAN CONCRETE MUD SEAL CE BOTTOM EX AV TIO ES AVATON EQUAL AND INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. REQUIRED INSTALL ADDITIONAL STUDS. WHEN FOOTING IS NOT IMMEDIATELY PLACED AFTER EXCAVATION IS APPROVED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONDITIONS OF PUBLIC 3, ALL FASTENERS IN EXTERIOR WALLS SHALL BE STAINLESS STEEL.2. CO 14. UNLESS OTHERWISE NOTED, AT THE ENDS OF ALL BEAMS, HEADERS, AND AND WORKER SAFETY DURING EXECUTION OF ALL WORK. 9. ALL EXTERIOR FOOTINGS SHALL BE PLACED AT A MINIMUM OF 4'-0" BELOW FINAL "{ GRADE, CONTRACTOR TO VERIFY FROST LINE WITH LOCAL BUILDING DEPARTMENT GIRDERS, PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL S CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE OFFICIALS. STRU - IRf_ RA�.�„� TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS EQUAL "j SAFE ALL FLOORS, ROOFS, WALLS, ETC. AND ADJACENT PROPERTY AS PROJECT TO THE DEPTH OF THE WALL. PARTITIONS WHEN THE PARTITION LENGTH EXCEEDS ONE HALF (CA)¢) OF THE JOIST LATEST EDITIONS. 1ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC MANUAL A CONDITIONS REQUIRE. SHORING OR BRACING SHALL PROVIDED TO SUPPORT 10. SLABS ON GRADE SHALL BE PLACED OVER A 10 MIL VAPOR BARRIER, OVERLAPPED . OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN AND THE AISC CODE OF 15. PROVIDE AN ADDITIONAL JOIST UNDER PARALLEL, NON-LOAD BEARING A LORDS AS MAY BE IMPOSED ON THE STRUCTURE OR ADJACENT STRUCTURES A SEAMS, OVER CLEAN WELL GRADED MISTING OF SAND AND GRAVEL HAVING DURING CONSTRUCTION. ALL BRACING OR SHORING SHALL BE THE SOLE A MAXIMUM SIZE OF 1"" AND D NO MORE THAN 52 PASSING THE //200 SIEVE. THE FILL SHALL STANDARD PRACTICE, SPAN. ' RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE AS LONG AS BE COMPACTED TO AT LEAST 952 OF THE STANDARD PROCTOR DENSITY (ASTM D698). 2 ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM REQUIRED TO MAINTAIN SAFETY, THE CONTRACTOR SHALL BE RESPOAGAINST SILBE FOR SPECIFICATIONS: 16. PROVIDE ADDITIONAL FRAMING AROUND FLOOR OPENINGS AS SHOWN ON THE ADEQUATELY PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 17. PIERS AND FOOTINGS SHALL TH CENTERED ABOUT CENTERLINES OF PIER, A. ASTM A36 EXCEPT WHERE OTHERWISE INDICATED. STRUCTURAL PLANS, WHEN THE WIDTH OF THE OPENING EXCEEDS THE TYPICAL BREAKAGE, TICS. PE, DISTORTION, MISALIGNMENT, ETC. IN ACCORDANCE WITH COLUMN, OR WALL UNLESS OTHERWISE NOTED. B. ASTM A572 GRADE 50 AS NOTED. JOIST SPACING. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS GOOD PRACTICE. C. STRUCTURAL STEEL FOR TUBES SHALL BE ASTM A500 GRADE B. WHERE ADDITIONAL FRAMING IS NOT INDICATED. CAST-IN-PLACE CONCRETE . . 6 THE CONTRACTOR SHALL REPAIR EXISTING CONDITIONS DAMAGED DURING THE COURSE OF CONSTRUCTION. i. ALL CONCRETE SHALL HAVE AN F'c (ULTIMATE COMPRESSIVE STRENGTH AT 3. SIMPLE SHEAR BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE MADE 17. BRIDGING, BLOCKING, AND CROSS BRACING OF THE TYPE AND SPACING INDICATED 4 28 DAYS) AND PCF (DENSITY) AS SPECIFIED ON THE PLANS AND SCHEDULES AND WITH CONNECTIONS HIGH STRENGTH BOLTS LURE MIN.) IN BEARING TYPE ON THE STRUCTURAL PLANS D AT I T INSTALLED BEFORE LOADING. JOIST Z ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN CONNECTIONS WITH THE THREADS EXCLUDED FROM THE SHEAR PLANE, U.O.N AND BRIDGING SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED T O.C. ALONG THE WITH A 0.45 MAXIMUM WATER CEMENT RATIO. LENGTH OF THE JOIST SPAN. STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED IN VARIOUS INSTALLED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER OR 2. ALL CONCRETE PERMANENTLY EXPOSED TO THE WEATHER AND WITHIN FOUR FEET ASTM A325 OR A490 BOLTS." HOLES FOR %"0 BOLTS SHALL BE 44,"0 U.O,N. � ARCHITECT AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING OF FINISHED GRADE SHALL CONTAIN AN AIR ENTRAINING ADMIXTURE WITH A OS O,az3 ', MAXIMUM WATER CEMENT NATO. 4. ANCHOR BOLTS SHALL BE OF A36 OR A307 STEEL, 1. PLYWOOD SHEATHING SHALL BE GRADE STAMPED FOR THE SPECIFIED SPAN, CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE35. SHEAR CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE OF THE FOLLOWING CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS OR HER . ALL CONCRETE SHALL HAVE A HIGH RANGE WATER REDUCING ADMIXTURE. THICKNESSES: ^ /1 ., EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS FABRICATED OR PUT IN DESIGNED TO RESIST ONE HALF Q¢) OF THE TABULATED APPLIED UNIFORM LOAD ANCHOR CONSULTING PLACE. THE CONTRACTOR SHALL R RESPONSIBLE FOR THE ACCURATE 4. MAXIMUM CONCRETE SLUMP SHALL BE 4'. CAPACITY OF THE BEAM FOR THE RESPECTIVE SPAN. THE EFFECT OF CONCENTRATED A• FLOORS: 3'(' LOADS NEAR AN END CONNECTION SHALL BE CONSIDERED. THE MINIMUM NUMBER OF S. ROOFS: 3e" COORDINATION OF THE ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, architects+engineers - PLUMBING, AND FIRE PROTECTION DRAWINGS. 5. ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF BOLTS PER CONNECTION SHALL BE TWO (2). C. WALLS: $" 5000 PSI, 8. THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND SCHEDULES AND 6 "MC" ON PLANS INDICATES A MOMENT CONNECTION WHICH SHALL DEVELOP THE FULL 2. ALL PLYWOOD SHEATHING SHALL BE 40/20 APA RATED, EXPOSURE 1. 19 Murray Street 4th Floor t. 212.267.9385 SUBMIT ONE TRANSPARENCY AND ONE PRINT OF EACH DRAWING TO THE ENGINEER 6 REINFORCING STEEL SHALL BE NEW BILLET STEEL DEFORMED BARS CONFORMING MOMENT AND SHEAR CAPACITY OF THE MEMBER New York, NY 10007-2240 t. 212.267.6795 FOR APPROVAL THE CONTRACTOR SHALL NOT FABRICATE ANY MATERIAL UNTIL TO ASTM A615 GRADE 60. 3. INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. www.uncharconsulting.com AFTER RECEIVING APPROVED DRAWINGS. 7. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS LICENSED BY THE 7. W.W.F. (WELDED WIRE FABRIC) SHALL CONFORM TO ASTM A185 WITH A MINIMUM THE LOCAL BUILDING DEPARTMENT. 4. ALL PLYWOOD SHALL BE GLUED TO THE FLOOR JOISTS USING APA APPROVED ULTIMATE TENSILE STRENGTH OF 70000 PSI. ELASTOMERIC CONSTRUCTION ADHSUCH AS B.F. GOODRICH PL400 OR 'ESIVE 9. ANY COMPONENTS WITH LOADS EXCEEDING POUNDS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION UNLESS SPECIFICALLY B. WELDING ELECTRODES SHALL CONFORM TO THE LATEST AWS SPECIFICATION FOR AN APPROVED EQUAL AND NAILED USING THE PROPER FASTENERS AND SPACING ' DETAILED ON THE DRAWINGS. 8 W.W.F. SHALL BE LAPPED TWO (2) FULL MESH PANELS AND TED SECURELY. E70%X FOR NEW STEEL. E70XX LOW HYDROGEN ELECTRODES SHALL 8E USED AS INDICATED IN THE NAILING SCHEDULE. FOR WELDS TO EXISTING STEEL. ALL EXISTING STEEL SHALL BE TESTED FOR 10, IN GENERAL TYPICAL DETAILS OF THE CONSTRUCTON ARE NOT SHOWN OR 9. W.W.F. SHALL BE SUPPORTED ON CHAIRS OR CONCRETE BRICK TO ENSURE WELDABILDY BY A CERTIFIED TESTING AGENCY. TEST RESULTS SHALL BE 71MBER CON NOTED ON THE STRUCTURAL DRAWINGS. IF IN DOUBT WHERE THE DETAILS APPLY, REINFORCING IS CAST WITHIN THE TOP 2" OF THE SLAB. SUBMITTED TO THE ENGINEER OF RECORD FOR USE IN DESIGN. SEEK CLARIFICATION FROM THE STRUCTURAL ENGINEER. 1. ALL JOIST HANGERS, FRAMING ANCHORS, ETC. SHALL BE MANUFACTURED 10. PROVIDE MINIMUM TEMPERATURE REINFORCEMENT, AS REQUIRED BY ACI 318, IN 9, MINIMUM FILLET WELD SIZES SHALL NOT BE LESS THAN Y4". BY SIMPSON STRONG-TIE COMPANY, INC., 2600 INTERNATIONAL STREET, 11. THE DESIGN ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE WORK ALL SLABS AND WALLS WHERE NO REINFORCEMENT IS INDICATED ON DRAWINGS. COLUMBUS, OH 43228, TELEPHONE (800) 999-5099 OR AN APPROVED EQUAL. RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO THE MEANS, 10. CUTS, HOLES, COPES, ETC., REQUIRED FOR THE WORK OF OTHER TRADES SHALL METHODS, TECHNIgUES, OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO 11. REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE MINIMUM CONCRETE COVER BE SHOWN ON SHOP DRAWINGS AND MADE IN THE SHOP. GAS OR ARC CUTTING 2, DETAILS OF JOIST HANGERS, FRAMING ANCHORS, ETC. SHALL BE INSTALLED PERFORM HIS WORK. AS REQUIRED BY ACI 318. REFERENCE SCHEDULE FOR "CONCRETE PROTECTION OF NEW OR EXISTING SECTIONS OR BURNING OF HOLES IS NOT ALLOWED. ALL AS SPECIFIED ON THE STRUCTURAL PLANS AND SCHEDULES AND IN FOR REINFORCMENT." NEW HOLES MADE IN NEW OR EXISTING STEEL ARE TO BE DRILLED. ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 12 THE DESIGN ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR INSPECTING OR SUPERVISING ANY WORK DURING CONSTRUCTION. 12 ALL REINFORCING STEEL SHALL BE SECURELY HELD WHILE PLACING CONCRETE. IF 11. THE CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES, CONNECTIONS, REQUIRED, ADDITIONAL BARS AND STIRRUPS SHALL BE PROVIDED BY THE NAILER HOLES, ETC., REQUIRED FOR THE COMPLETION OF THE STRUCTURE . DEMOLITION NOTES CONTRACTOR TO FURNISH SUPPORT FOR THE REINFORCING STEEL INCLUDING THOSE NOT SPECIFICALLY SHOWN ON THE PLANS, 1. CONTRACTOR TO BRING ANY QUESTIONABLE CONDITIONS OR LOCATIONS TO THE 13 ALL REQUIRED ADMIXTURES SHALL BE MANUFACTURED) BY THE SIKA CORPORATION, 12. SHOP PAINT ALL STEEL AFTER FABRICATION WITH ONE COAT OF A RUST ATTENTION OF THE ENGINEER PRIOR TO DEMOLITION. CONTRACTOR TO PROVIDE 201 POLITO AVENUE, LYNDHURST, NJ 07071, TELEPHONE (800) 933-7452 OR AN INHIBITING PRIMER THAT IS COMPATIBLE WITH THE TOP COAT. FIELD PAINT AS G L U C K N A N M A Y N E R ARCHITECTS, TEMPORARY BRACING OR SHORING OF THE STRUCTURE AS REQUIRED. APPROVED EQUAL.PIL PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. - u° 2. NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED 14. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, )FABRICATED, LABELED, 13. ALL DUNNAGE STEEL LINTEL STEEL, AND EXTERIOR STEEL SHALL RECEIVE A Hw°n w°.1 H.. ARE ADEQUATELY SUPPORTED EITHER TEMPORARY OR NEW STRUCTURAL SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE SHOP COAT OF PRIMER AND TOP COAT AND TOUCHED UP IN THE FIELD AS REQUIRED a ELEMENTS AS REQUIRED TO PROTECT Y"m m Imta THE STABILITY AND INTEGRITY OF THE WITH ACI 378. AFTER ERECTION. IF APPROVED BY ARCHITECT AND OWNER, FOR THE PRIMER COAT °rz°sanrm EXISTING STRUCTURE. USE TNEMEC BRAND NO. 50-330 POLY-URA-PRIME, MIN. 2 TO 3 MILS THICK, OR AN 75. OPENINGS, POCKETS, ETC. LARGER THAN 6', THAT ARE NOT SHOWN ON THE APPROVED EQUAL. IF APPROVED BY ARCHITECT AND OWNER, FOR THE TOP COAT USE I 3. REMOVE STRUCTURE FROM THE TOP DOWN, DO NOT ALLOW DEBRIS TO PILE UP DRAWINGS, SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS OR WALLS UNLESS TNEMEC SERIES 66 HI BUILD EPDXOUNE 4 TO 6 MILS THICK, OR AN APPROVED EQUAL. OR FALL ONTO FLOORS. SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 14. DO NOT PAINT: 4. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND BE CONFINED TO THE 16. NO PIPES OR CONDUITS SHALL BE EMBEDDED IN THE STRUCTURAL CONCRETE A. CONTACT AREAS 70 BE WELDED OR WITHIN 2" OF FIELD WELDS. IMMEDIATE CONSTRUCTION AREA. UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. B. CONTACT MILLED SURFACES UNDER WASHERS OF FRICTION TYPE - 5. DEBRIS, DIRT AND DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING OR HIGH STRENGTH BOLTS. AFTER ERECTION, TOUCH UP WITH THE SAME SHOP PAINT, ALL DAMAGED AREAS AT THE END OF EACH DAY OR AS REQUIRED TO AVOID ANY EXCESSIVE IN THE SHOP COAT, ACCUMULATION. 1. ALL PRODUCTS USED FOR CONCRETE REPAIRS SHALL BE MANUFACTURED „j fi. DO NOT USE MECHANICAL TYPE IMPACT EQUIPMENT. BY THE SIKA CORPORATION, 201 POLITO AVENUE, LYNDHURST. NJ 07071, 15. FABRICATE ALL BEAMS WITH NATURAL CAMBER UP. S E R R A ORIENT TELEPHONE (800) 933-7452 OR AN APPROVED EQUAL. 76. STEEL FABRICATOR MUST SURVEY ALL INTERFACING STRUCTURE FOR CONFORMANCE , 7. NO STRUCTURE SHALL BE CUT BEFORE RECEIVING ENGINEER'S APPROVAL. 2. CONCRETE REPAIRS SHALL NOT BE PERFORMED IF THE AMBIENT TEMPERATURE WITH DESIGN DRAWINGS PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES B. CHASING OR CUTTING EXISTING CORE OR EXTERIOR WALLS IS NOT ALLOWED IS BELOW 45F. SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER. U,O,N. (UNLESS OTHERWISE NOTED) ON THE PLANS, 3. REMOVE ALL LOOSE OR DETERIORATED CONCRETE AND CUT BACK CONCRETE IN 17. DURING ERECTION, APPROVED TEMPORARY BRACING SHALL BE INSTALLED AS �'. SPECIFIED AREAS TO RECEIVE NEW REBAR. MINIMUM DEPTH OF REPAIR SHALL REQUIRED TO PREVENT DISTORTION OR DAMAGE TO THE FRAMEWORK DUE TO Orchard Street Orch 9. NO BURNING OF ANY KIND IS PERMITTED WITHOUT THE APPROVAL OF THE BE Y1'. USE HIGH PRESSURE WATER BLAST OR OTHER APPROPRIATE MECHANICAL ERECTION FORCES. Orch BUILDING MANAGER OR OWNER, MEANS TO OBTAIN A LAITANCE AMD CONTAMINANT FREE, AGGREGATE FRACTURED Southould, NY 10. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LOAD, PROVIDE SURFACE. 18. STEEL ERECTOR SHALL PROVIDE A FIRE WATCH DURING ALL FIELD WELDING OPERATIONS. ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED 4SET ALL NEW STEEL REBAR AND/OR DOWELING AS REQUIRED AND TIE OFF TO . PROJECT NO. DESIGN STRENGTH. EXISTING STEEL. REINFORCING STEEL SHALL BE MECHANICALLY CLEANED TOO FRAMING IHUBER EXCAVAMON REMOVE ALL TRACES OF RUST AND/OR OIL. cTIR V OTV RAL 1. ALL DIMENSION LUMBER SHALL OF THE FOLLOWING MINIMUM GRADE AND S. WHERE NEW CAST-IN-PLACE CONCRETE IS REQUIRED ADJACENT TO EXISTING SPECIES FOR THE SPECIFIED USE,E, SHALL GRADE STAMPED A 7. FOOTINGS SHALL BE EXCAVATED TO THE NEAT LINES OF THE FOOTINGS. HARDENED CONCRETE, PRIME THE CLEANED REINFORCING STEEL AND PREPARED RECOGNIZED GRADING AGENCY, SHALL BE KILN DRIED TO A MAXIMUM S CONCRETE WITH TWO COATS OF SIKADUR 32 HI-MOD EPDXY BONDING ELEVATIONS SHOWN THE DRAWINGS OR, IF AUTHORIZED, MOISTURE CONTENT OF 192, AND SHALL CONFORM TO THE FOLLOWING 2. BOTTOMS OF FOOTINGS SHALL BE LEVEL OR STEPPED WHERE SO INDICATED,TIONS WHERE PROPER BEARING ADHESIVE OR SIKA ARMATEC 110 EPO-CEM. SIKADUR 32 HI-MOD ISA TO OTHER ELEVATIONS SPECIFICATIONS: NOTES AND EXCAVATED I (2) TWO PART MIX. SIKA ARMATEC 110 EPO-CEM IS A (3) THREE PART MIX A. FLOOR JOISTS: DOUGLAS FIR-LARCH NO. i Fb=1000 PSI, E=1,700,000 PSI. RING EXISTS. AND INCLUDES A CORROSION INHIBITOR. FOR EXTERIOR APPLICATIONS SIKAVE AN B. STUDS: DOUGLAS FIR-LARCH STUD GRADE F'c=850 PSI, E=1,400,000 PSI. 3. THE CONTRACTOR IS REQUIRED TO SAFELY SUPPORT AND MAINTAIN ADJACENT ARMATEC 110 EPO-CEM IS RECOMMENDED. C. TIMBER POSTS: DOUGLAS FIR-LARCH NO. 1 F'c=1200 PSI, E=1,600,000 PSI. - AND ABUTTING PROPERTY AND STRUCTURES DURING EXCAVATION PROCEDURES. 6. FOLLOW ALL OF THE MANUFACTURER'S INSTRUCTIONS WHEN APPLYING THE 2. ALL ENGINEERED LUMBER SHALL BE MANUFACTURED BY TRUSS JOIST MACMILLAN, " 4. THE CONTRACTOR SHALL PROTECT ALL SURFACE AND SUBSURFACE UTILITIES. BONDING AGENT. APPLY THE AGENT TO THE FACE OF THE HARDENED 200 EAST MALLARD DRIVE, BOISE, ID 83706, TELEPHONE (800) 628-3997 OR AN SCALE: CONCRETE USING A BRUSH, ROLLER, OR BROOM. APPROVED EQUAL AND SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: DATE: 05.28.04 5. THE CONTRACTOR SHALL INSTALL SHORING AS PROJECT CONDITIONS REQUIRE TO A BEAMS OR GIRDERS: MAINTAIN THE EXCAVATION AND THE BANKS IN A SAFE AND STABLE CONDITION. 7. NEW CAST-IN-PLACE CONCRETE SHALL BE POURED WHIILE THE BONDING AGENT 1. MICROLLAM BEAMS: Fb=2600 PSI, E=1,900,000 PSI. SHEET PILING. BRACING AND SHORING SHALL BE EITHER OF SOUND TIMBER ORARE IS STILL TACKY. IF COATING LOSES TACKINESS, REMOIVE ALL SURFACE ii. PARALLAM BEAMS: Fb=2900, E=2,000,000 PSI. DRAWN: ARB STRUCTURAL STEEL SHAPES AND SHALL BE OF SUFFICIENT DIMENSIONS TO CONTAMINANTS AND RECOAT WITH ADDITIONAL BONDING AGENT. B FLOOR AND ROOF JOISTS: TJI/PRO SERIES. \'` 1 . CAO FILE: 04023/Structure S .O O I SUPPORT THE WORK. B. WHEN SPECIFIED, USE SIKAREPAIR SHB FOR THE REPAIR MATERIAL. MIX 3. ALL ENGINEERED GLUED LAMINATED LUMBER SHALL SIKAREPAIR S H L BE MANUFACTURED IN I 6, F ALL TIMES DURING EXCAVATION FOR, AND CONSTRUCTION A THE HB,WITH SIKA LATEX R. DO NOT USE WATER. FOLLOW ALL R ACCORDANCE WITH WITH AITC IIMB4 DESIGN STANDARD SPECIFICATION FOR FOUNDATION ITEMS, THE EXCAVATION SHALL BE KEPT REASONABLY DRY BY THE MANUFACTURER'S DIRECTIONS, SIKA LATEX R SHALL BE PROTECTED FROM STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES AND SHALL MEANS OF PUMPING WITH CARE BEING TAKEN NOT TO DISTURB THE FREEZING. ADD THE POWDER TO ACHIEVE THE DESIRED CONSISTENCY FOR CONFORM TO THE FOLLOWING SPECIFICATIONS: ©:COPyFlyht Gluckman MOyD6F AFChILBCLS' , SURROUNDING SOIL. OVERHEAD WORK. FOLLOW ALL OF THE MANUFACTURER'S MIXING DIRECTIONS. A. BEAMS OR GIRDERS: Fb=1800 PSI. E=2,400,000 PSI. n Ldr r FASTENER SCHEDULE FOR STRUCTURAL MEMBERS WOOD HEADER SCHEDULE NUMBER AND TYPE WALL TYPE OPENING SIZE HEADER SIZE ALL MWI OS SP C NS DESCRIPTION OF BUILDING ELEMENTS OF FASTENERS SPACING OF FASTENERS JOIST TO SILL OR GIRDER, TOE NAIL 4-8d 2x4 STUD 4'-0" OR LESS (2)-2x8y� ITl GLUCNMAN' N "':t n, '� , PROJECT"fOR� INTI v, t � a" Ate, 1"x6" SUBFLOOR OR LESS TO EACH JOIST. FACE NAIL 2-8d or 2 STAPLES, 1 3/4" __ 4'-0" TO B'-0" (2)-2x10 �, �� �� ovER B'—o AND'RRADUCW FON 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d __ SEE PLAN y t� NECTION, t SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 2x6 STUD (3)-2x8 Ply ON FIRM .L � ' s r { �r�e'r t � ] 1fid 16" C.C. 4'-0" OR LESS „ TOP OR SOLE PLATE TO STUD, END NAIL 2-16d _ 4'-0" TO 8'-0" (3)-2x10 STUD TO SOLE PLATE, TOE NAIL OVER 8'-0" SEE PLAN JECT 'IX PON,`WR I a D � r i ''x-hey 41 +-^5 ' 3—ed or 2-1sd DIRECTION'OF GLUCKMAN NA H "� e DOUBLE STUDS, FACE NAIL 10d NOTES: E y 24" ox. I, i, SIZES ARE AS SHOWN U.O.N. ON PLAN. , � .a t7�Oy' In DOUBLE TOP PLATES, FACE NAIL 10d Ilth 24" o.c. 2. PROVIDE JACK STUDS AT EACH BEARING END. NO. DATE SUBMISSION (• �1 a^ ( f1 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 16" o.0 vT M�.4 r• DOUBLE TOP PLATES, MIN. 48" OFFSET OF END JOINTS, FACE IN LAPPED AREA 8-16d D1 07.08.44 ISeued;for Filmg perrrlft mr , 0 BLOCKING BETWEEN JOISTS OR RAFTER TO TOP PLATE, TOE NAIL 3-8d _ CO CRETE OTE ION OR REI FORCEMEMT CAT IN—PLACE. NON—PRESTRESSED RIM JOIST TO TOP PLATE, TOE NAIL 8d CONDITION 6" ox. BAR SRES MINIMUM COVER - TOP PLATES, LAP A7 CORNERS AND INTERSECTIONS, FACE NAIL 2-10d I"1eL "R aF"' -- CONCRETE CAST AGAINST ALL BAR SIZES 3" « BUILT—UP HEADER, TWO PIECES WITH 1/2" SPACER 16d AND PERMANENTLY ,4 16" ox. ALONG EACH EDGE EXPOSED TO EARTH ' CONTINUED HEADER, TWOPIECES 16d i6" ox. ALONG EACH EDGE > CEILING JOISTS To PLATE, TOE NAILCONCRETE EXPOSED TO #6 THROUGH #18 BARS 2" 3-8d EARTH OR WEATHER CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d -- #5 BAR, W31 OR D31 1 1/2" ,k i ' CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL WIRE, AND SMALLER � s ry I� rl�iYh`'Aku 3—tOd �n"J m 1fd 4t r . CONCRETE NOT EXPOSED #14 AND #18 BARS 1 1/2" s, hn + u`� CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-10d TO WEATHER OR IN RAFTER TO PLATE, TOE NAILCONTACT WITH EARTH 2-16d — (SLABS, WALLS, JOISTS) #11 BAR AND SMALLER 3/4" 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d or 2 STAPLES, 1 3/4" 1" x 6" SHEATHING TO EACH BEARING, FACE NAIL CONCRETE NOT EXPOSED PRIMARY REINFORCEMENT, 1 t/2" M1i 2—Bd or 2 STAPLES, 1 3/4" -- TO WEATHER OR IN TIES, STIRRUPS, SPIRALS rr ^y , pH y 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL CONTACT WITH EARTH „j'S".a�,r 2—Bd or 3 STAPLES, 1 3/4" -- (BEAMS, COLUMNS) e tq U 'gTA,Ia WIDER THAN 1" x e" SHEATHING TO EACH BEARING, FACE NAIL 3-8d or 4 STAPLES, 1 3/4" BUILT—UP CORNER STUDS 10d 24" ox, Ti �J xf BUILT—UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 10d NAIL EACH LAYER AS FOLLOWS: 32" o.c. AT TOP AND BOTTOM AND STAGGERED. TWO NAILS AT ENDS AND AT EACH SPLICE. e V, "ii I" � g'�"L J f 2" PLANKS 2-16d AT EACH BEARING yl 1 Y T ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: ANCHORCONSULTING �'�' �ipy, I ': TOE NAIL 4-16d w FACE NAIL 3-16d architects+ engineers I4 x `4 T'fi 17' U __ , " rri i�ti6',� « kTr RAFTERS TIES TO RAFTERS, FACE 3-8d — NOTE. 19 Murray Street 4th Floor C'21g 267#'A8$ ��� hr^*'}��t4v F � — FASTENER SCHEDULES MEET REQUIREMENTS OF THE AMERICAN FOREST & PAPER ASSOCIATION New York, NY et 4th Floor f. 21Z 2#76798 Ia r ;by "WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION" Now.anrk, N n1000g.com ^� AI r PRESCRIPTIVE DESIGN. L FASTENER SCHEDULE FOR SHEATHING DESCRIPTION OF DESCRIPTION OF FASTENER SPACING OF FASiENERS $ t««: BUILDING MATERIAL INTERMEDIATE EDGES (INCHES) SUPPORTS (INCHES) WOOD STRUCTURAL PANELS. SUEIFLOOR. ROOF AND WALL SHEATHING To FRAMING, AND PARTICLE BOARD WALL SHEATHING TO FRAMING r 5/16" 1/2" 6d COMMON NAIL (SUBFLOOR, WALL) 6 12 ' 7 Y^lk` Sd COMMON NAIL (ROOF) 6 12 19/32" 1" 8d COMMON NAIL 6 12 1 1 4' 12 f Ig, 1rr �u l�Ii / / 10d COMMON NAIL OR 8d DEFORMED NAIL 6 yy99 c r EktrY 1 , DHFR WALL SWATHING J, « ``4 i' r 1/2" REGULAR CELLULOSIC 1 1/2" GALVANIZED ROOFING NAIL 6d J }I K^artl ,.' FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ga., 1 1/2" LONG 3 6 1/2" STRUCTURAL CELLULOSIC 1 1/2" GALVANIZED ROOFING NAIL 8d C L U C K N A N M A Y H,E R ARCH, LT E C T S •? `'�i 'c'a FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ga., 1 1/2" LONG 3 6 i 25/32" STRUCTURAL CELLULOSIC 1 3/4" GALVANIZED ROOFING NAIL 8d x�o R: IT s 1 ' � All x" 'r "r k Nw Vwti'Nf FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ga., 1 3/4" LONG 3 6 wsrA.�morpp 1/2" GYPSUM SHEATHING 1 1/2" GALVANIZED ROOFING NAIL; 6d i, COMMON NAIL; STAPLE GALVANIZED, 1 1/2" 4 n Try r l r, rny. LONG; 1 1/4" SCREW8 S, TYPE W OR S ri 4 ( � ,kY�• 5/8" GYPSUM SHEATHING 1 3/4" GALVANIZED ROOFING NAIL; 8d t _I ^ P r COMMON NAIL; STAPLE GALVANIZED, 1 5/8" 4 8 I { LONG; 1 5/8" SCREWS, TYPE W OR 5 L , WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENr TO FRAMING SERRA 3/4" AND LESS 6tl DEFORMED NAIL OR Bd COMMON NAIL 6 12 O R I E 7/8" — 1" ed DEFORMED NAIL OR 8d COMMON NAIL 6 12 1 1/8" — 1 1/4" ed DEFORMED NAIL OR 10d COMMON NAIL 6 12 FASTENER SCHEDULE FOR ROOF FINISHES Orchord StreetSouthould, rJv _1v i_ DESCRIPTION OF ROOF COVERING ,7 DESCRIPTION OF FASTENER - I. N a . UMBLR OF FASTENERS ' aA ASPHALT SHINGLES 12ga. WITH 3/8"8 HEAD GALVANIZED, STAINLESS ALUMINUM, OR COPPER 6 PER STRIP PROJECT NO. ROOFING NAILS; SHAFT OF NAIL TO BE LONG ENOUGH TO PENETEI A MINIMUM OF 3/4" INTO SHEATHING. STRUCTURALti SCHEDULES ' ` SCALE: Jrtii< T1x . DATE: 05.28.04 . PRAWN: , ARB CAD FILE 04023/Struature;Sl 0G ,IS v Q Copyright Gluckman M4yneF Atghitects 1 yT GENERAL NOTE • ALL DRAWINGS, SPECIFICATIONS PLANS IDEAS ARRANGEMENTS AND DESIGNS REPRESEkD Of REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR MATCH BOTTOM OF NEW FOOTING NOT. THEY WERE CREATED EVOLVED, DEVELOPED WITH BOTTOM OF EXISTING FOOTING AND PRODUCED FOR THE SOLE'USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE NEW 12' RETAINING WALL MAY BE DISCLOSED OR GNU TO OR USED BY ANY REFERENCE RETAINING WALL SCHEDULE DETAIL 1/S201 PERSON FIRM OR CORPORATION FOR ANY USE OR — — — — — — — VERIFY TOP OF WALL ELEVATION WRH ARCHITECT PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT EXCEPT UPON WRITTEN PERMISSION AND — — — — — — — — — — — — — — — — DIRECITION OF GLUCKMAN MAYNER ARCHITECTS. I NO. DATE SUBMISSION 01 07.08.04 Issued for Fling Permit - - — — _/ 8" WALL SYMBOLS LEGEND Hi-__ � � > - It NEW FOOTING WITH I _ mm _ - -_— __ .�I I . -- --------- EXISTING STRUCTURE MATCH BOTTOM OF 8111 i- �-_�I�, BOTTOM OF EXISTING S Ol a 3z NEW WOOD BEAM OR GIRDER - — — FOOTING eW Shape NEW STEEL BEAM OR GIRDER - I__ — — 2x ® 16" o.c -a y JOIST SPAN f1[t' I a i 2x4 STUD BEARING WALL 1 ' NEW 12" FOOTING `THICKENED SLAB AT LINE OF BLOCKING OR BRIDGING FOR REINFORCEMENT NEW WALL LOCATION - I- ___ _� SEE DETAIL 3/S201 — — E — — LIN OF FOOTING WOOD HEADER SEE HEADER SCHEDULE ON 5001 V ow I Al,N I _ " WALL I CONCRETE WALL _ 3000 PSI, NORMAL WEIGHT WOOD BEARING WALL oaoze 2x6 STUD ® 16" O.C. I'UI MI ( IITI Lf LL I,M1I -- � — � — — � ' U I' STEP FOOTING UP AS I ----1 REQUIRED TO ATTAIN-_-�. (---- ` J 0 4x4 WOOD POST ANCHOR CONSULTING architects*engineers VVV_ 2 STEEL TUBE - 6x4x3 8 BEARING LEVEL AT ❑ � / - - $-0" BELOW GRADE I I 3 ® 3 -2x4 BUILT UP WOOD POST 19 Murraytreet 4th Floor L 212.267.9385 ___ __ _ SEE DEFAIL 10/S201 ❑ ( ) Y ED (3)-2x6 BUILT UP WOOD POST www.anchorcNew York, NY uonsultng.om f. 212267.6795 2 MATCH BOTTOM OF FIRST SECTION OF NEW FOOTING WITH BOTTOM OF EXISTING FOOTING I 0 3 1/2"0 (4. O.D.) SCHEDULE 40 PIPE 5201 COLUMN POST UP e" WALL - - - - I I COLUMN POST DOWN COLUMN POST UP/DOWN J 8" WALL SHEET NOTES 5201 NEW 1'-6"0 CONCRETE PIER J REFERNCE DETAIL 2/201 I 1. DO NOT SCALE FROM THESE DRAWINGS. ALL DIMENSIONS AND �y ELEVATIONS TO BE VERIFIED IN THE FIELD AND COORDINATED WITH I I THE ARCHITECTURAL DRAWINGS. 2 WHERE NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE DOUBLED UP HEADERS. TRIMMERS, VALLEYS. HEADERS, ETC. FOR ALL DORMER L4 -L, _ _ 1 1 1 OPENINGS AND FRAMING. J \ / ` J / / `J I I 3. WHERE NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE DOUBLED UP GLUCKMAN MAYNER ARCHITECTS ' HEADERS, TRIMMERS, FOR ALL FLOOR OPENINGS. 256 Hmnn sn.n 1 4. FOR COLUMNS ,NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE A He.mn, Hr toou e" WALL 9 MINIMUM OF (3)I- 2x6 2x6 BUILT UP SECTION AT EXTERIOR WALLS AND iw 2tzc2a.otaa ( 1 6" S201 (3)-2x4 BUILT IUP SECTION AT INTERIOR WALLS BUT NOT LESS THAN ta. 2tausa.W3 REQUIRED TO PROVIDE FULL BEARING WIDTH FOR THE SUPPORTED MEMBER. — — — — — _ — — _ — — _ — _ — — — I 5. BRIDGING, BLOCKING, AND CROSS BRACING OF THE TYPE AND SPACING INDICATTED ON THE STRUCTURAL PLANS SHALL BE INSTALLED BEFORE LOADING. JOIST BRIDGING SHALL BE INSTALLED AT INTERVALS - - - - - - - - - - - - - - - - — — — — - - — — - - - - - - — '� NOT TO EXCEED 7' O.C. ALONG THE LENGTH OF THE JOIST SPAN. 5. FOR ADDITIONAL NOTES, SEE SOOT. 8" WALL 1 LOAD SCHEDULE S E R RA ORIENT Foundation Plan TYPICAL KITCHENS LEVEL ROOF FLOOR k BATHS TERRACES MAIN STRUCTURE 10 10 10 10 CEILING, MECH., INSUL. 5 5 5 5 Orchard Street ROOF/FLOOR FINISH 10 5 20 15 Southold, NY TOTAL DEAD LOAD 25 20 35 30 LIVE LOAD/SNOW LOAD PROTECT NO. 30 40 40 50 TOTAL LOAD 55 60 75 80 NOTES: FOUNDATION L. ALL LOADS IN PSA. PLAN 2. WIND LOAD ON MAIN STRUCTURAL FRAME = 20 PSE. 3 WIND LOAD ON CLADDING AND COMPONENTS = 30 PSE. 4. TL (TOTAL LOAD) DEFLECTION = L/240. 5. LL (LIVE LOAD) DEFLECTION = L/360. '1 6. FOR JOIST SPANS OVER 20', LL DEFLECTION = L/480. 7. FOR BEAMS DIRECTLY SUPPORTING MASONRY, - TL DEFLECTION = L/1000. SCALE: 1/4" = V-0" DATE: 05.28.04 DRAWN: ARE 1 CAD FILE: 04023/Structure I O © Copyright Gluckman Mayner Architects GENERAL. NOTE ' ALL DRAWINGS; SPECIFl TIONS PLANS`'IDEAS " ARRANGEMENTS AND DE SIGpN�Sy'RPRESFJ�ITED O� BY GLUUCCKMAN MAAYNEEED TO ARE R"P�RtCHR S,WHETHERANDL mTHE PROJECT FOR WHICH>TH ARE MADE IS-EXECUTED OR NOT. THEY WERE CREATED EVOLVED, D� LpPED AND PRODUCED EOR' SDLP USE ON;AND`IN CON- NECTION WITH THIS P OJECF AND'NONE-0F THE ABOVE MAY BE DISCLOSED OR GN 10.,OR USED BY'ANY E OR PUURPOSt ON FlWHATSOEVEM OR ERR NCW NG ANY 0 IHERSPRO- PRO- JECT 'EXCEPT UPON WRRTEN PERMISSION,AND - LIMITS OF ADDITION PHASE 2 DIREGITION.OF GLUCKMAN NAYNER `ARCHITECTS. SEE DETAIL 7/S201 Full `T L 11 " FOR STAIR DETAILS - SUBMISSION ' NO ON DATE I O7 070804 Issued for Filing Remit --_ - - - - -- P J 2x4 STUD BEARING WALL j - SPACE STUDS AT 16'o.c. ALIGN STUDS UNDER JOISTS SYMBOLS LEGEND LH - -- --I_l TI) L zM, __- -_ - - - - - - --- ------------ EXISTING STRUCTURE I, 3x NEW WOOD BEAM OR GIRDER o I' �li, _ SLAB ON GRADE x -FAIR 2 - DETAIL 4/5201 ( . W-Shape - I _ NEW EL SEE; (H�- , , . i e 2x ® 16" O.C. DIST SPAN BEAM OR GIRDER PAN INY VLT LAIINDIIY W� SIoNAGI� 4 2LINE OF BLOCKING OR BRIDGING - -IFI/ _�_ — UNE'OF I ----- - -- J__ / -- __ - -- _ -__-_ _—._ _ — — — — — FOOTING � MUD RM. EXISTING (3) 2x10 -T� EXISTING W12 IIIF__ (H) 7 WOOD HEADER _ C Imo(/{/-�- ��G1 SEE HEADER SCHEDULE ON 5001 EXISTING - -ALLLJ - SLAB ON GRADE 2, SEE SEE DETAIL 4/S20`1 s \\ CONCRETE WALL , PLUG EXISTING COLUMN POST -I- - { DOWN TO BELOW / 3000 PSI, NORMAL WEIGHT J 1 (H) - (H)- - __- - „ W000 BEARING WALL 04023 l �INL_ l h1-r zxs sruD ® ts^ D.C. ANCHOR CONSULTING =ll �j m 4x4 WOOD POST architects+engineers I w -- ^, 1 ^ ❑❑ MurrayStreet I Td l M �11 2 D STEEL TUBE - ex4x3/8 IIIL wl NL ICM. r - - 1 3 IN (3)-2x4 BUILT UP WOOD POST N yY10 4th Floor t. 212.267.9385 I IV Ill_ fl_S_] 1 x a 2x12 STRINGERS 0 16 o.c. New York, NY 70007-2240 F. 212287.6795 ry EXISTING 2x10_® 16_o.c. MIN, d=6' REFERENCE ® '® (3)-2x6 BUILT UP WOOD POST www.ancharconsultinq.com DETAIL 5/S201 X II a f , 5❑ 10 3 1/2"0 (4. O.D.) SCHEDULE 40 PIPE - I COLUMN POST UP ® 16"o.c. - _ II H EXISTING 14 I COLUMNPOST DOWN Gi�II.q LLL 3 1 a COLUMN POST UP DOWN 4 -_ _ I ` _ r__ t - - 6. 8' WALL BELOW rl 04 ° SHEET NOTES xI ( „ `„x-' NII I v IIP.I 4 `. oil 1. 00 NOT SCALE FROM THESE DRAWINGS. ALL DIMENSIONS AND 3 4 4 zz II 1 ) ELEVATIONS TO BE VERIFIED IN THE FIELD AND COORDINATED WITH -_ _ -_-_ _ _ _ __ THE ARCHITECTURAL DRAWINGS. _ 1 xN-cll 1 1 1 2. WHERE NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE DOUBLED UP (3) 7 3/4" x 9 1/2" M=L wll ---- - - - -- -- ---- HEADERS, TRIMMERS, VALLEYS, HEADERS, ETC. FOR ALL DORMER .------- .- - - -- - - -- ''- `L a (2) 2x10 (TYP.) OPENINGS AND FRAMING, GLUCKMAN MAYNER ARCHITECTS ERE S, FOR ALL OR . .- _ .-__ _—_— �. _-____ - 3. FOR COLUMNS w T,SPECIFICALLYgSHOWNOPENINGS. PLANS, PROVIDE A rw. rn. rn ,oma _- __ - ___ _ ____ ---_. _ .. - - 4. EA UMS SPECIFICALLY SHOWN ON PLANS, PROVIDE DOUBLED U Il 1 1 MINIMUM OF (3)-2x6 BUILT UP SECTION AT EXTERIOR WALLS AND 1w IMMA1p4 MR12�%.NSI --_-- --_- -- _- - -------� - --_-_--- -- _-- - - J`A+� REQUIRED TO BUILT FULL AT WIDTH FOR BTHE NSUPPORTED AN MEMBER. STPi 5. BRIDGING, BLOCKING, AND CROSS BRACING OF THE TYPE AND „r SPACING INDICATED ON THE STRUCTURAL PLANS SHALL BE INSTALLED - -- --- ---- --- -- - -- --- - -- - ---- --- -- F'P BEFORE LOADING., JOIST BRIDGING SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 7 O.C. ALONG THE LENGTH OF THE JOIST SPAN. I_ __ __ - - _- - _ _ - ___ -- --. . __. _ - __--- - _ _-_- - -- -_--- -- -- -- - --- ------ ----- - ---- --- - S. FOR ADDITIONAL NOTES & SCHEDULES, SEE 5001-5002. 8" WALL BELOW 2x12 STRINGERS 0 16"o.c. LOAD SCHEDULE S E R R A ORIENT MIN. d=6' REFERENCE TYPICAL KITCHENS .III First Floor Framing Plan RAC DETAIL 5/S201 LEVEL ROOF FLOOR k BATHS TERES 1 MAIN STRUCTURE 10 70 10 70 CEILING, MECH., INSUL. 5 5 5 5 Orchard Street ROOF/FLOOR FINISH 10 5 20 15Southold, NY TOTAL DEAD LOAD 25 20 35 30 LIVE LOAD/SNOW LOAD 30 40 40 50 PROJECT NO. TOTAL LOAD so w NATES: FIRST FLOOR 1. ALL LOADS IN PSA. FRAMING P LAN 2. WIND LOAD ON MAIN STRUCTURAL FRAME = 2q PSE. " 3. WIND LOAD ON CLADDING AND COMPONENTS = 30 PSF. _ 4. TL (TOTAL LOAD) DEFLECTION = L/240. 5. LL (LIVE LOAD) DEFLECTION =, L/360. 6. FOR JOIST SPANS OVER 20', LL DEFLECTION = L/480. d 7. FOR BEAMS DIRECTLY SUPPORTING MASONRY, TL DEFLECTION = L/1000. SCALE: 1/4" 1'-0' DATE: 05.28.04 } DRAWN: ARE S, 0 2 CAD FILE: 04023/Structure ' 1 © Copyright Gluckman Mayner Architects ? GENERAL NOTE • ALL DRAWINGS, SPECIFICATIONS PLANS, IDEAS ARRANGEMENTS AND DESIGNS REPRESENTED 00 REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLS USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON FIRM OR CORPORATION FOR ANY USE OR PURPOSt WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND LIMITS or ADDITION PHASE z DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. OR PHASE 1 a2 Wbx15 r NO. DATE SUBMISSION — — 2 i ii ! ' ii 5202 01 0708.04 Issued for Filing Permit Q SYMBOLS LEGEND IU 12 � --_- _ - - _ -•_ - - _- --- - --- ---- _ � i ------ --- --- EXISTING STRUCTURE 0 3x NEW WOOD BEAM OR GIRDER s W-Shape NEW STEEL BEAM OR GIRDER JOIST SPAN - --- __ - __- 55 (3) 1'13 4".9 1RT ROOF hi h 4 -" '< " UNE OF BLOCKING OR BRIDGING BEARING WALL TO ABOVE I, - - t— WALL BELOW - - - 4x10 ' ' -_--- - - ll / / 4 I I — — — LINE OF FOOTING _- TO SU 0 I T 1 1 I WOOD HEADER ' 3 p SEE HEADER SCHEDULE ON 5001 - E_-_-2x8 5_02 -4x1_ _ _ .V- 1 1 O CONCRETE WALL ---_ --- 1 ROOF TRUSS B4 OTHERS - � TRUSS DESI(aN HALL BE CERTIFIED 3000 P51, NORMAL WEIGHT DURING COJNSTRIJCTION PHASE. I� 0 -_ l F-- -- - - -- - - - - - J WOOD BEARING WALL 04023 . 1.,.. _.- . _ _ __ __ __ ____ _ O 2x6 STUD ® 16" O.C. . L. . - - _ - - - _ _ _ _ _ I1 1 � � - � � Ili - �- - - -- - -- ANCHOR CONSULTING oil ill --�� - ❑1 ❑ 4x4 WOOD POST - - - - - - - - -- - - ,oil WALL BELOW architects+ engineers 1' -,F U � •' 1 i� ❑ 01 STEEL TUBE - 6x4x3/8 - ®II h - 19 Murraytreet 4th Floor t 212.267.9385 T o 3 ®I (3) 2x4 BUILT UP WOOD POST y New York, NY 10007-2240 f. 212.267.6795 I I _ i 3 2x6 BUILT UP WOOD POT www anchorconsultin .com 4 f� S 9 I 1 I I I 1 S 0 1 3 2"0 4 OD.) SCHEDULE 40 PIPE ill COLUMN POST UP �==2x70 d 16_oc- n 2x10 ® 16" o c I 1 COLUMN POST DOWN 1 COLUMN POST UP DOWN I I i 1 i 9 f 1 I SHEET NOTES ! 1 DO NOT SCALE FROM THESE DRAWINGS. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED IN THE FIELD AND COORDINATED WITH l THE ARCHITECTURAL DRAWINGS. 2 WHERE NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE DOUBLED UP - -- -r _ --- ! HEADERS, TRIMMERS, VALLEYS, HEADERS, ETC FOR ALL DORMER - - - - OPENINGS AND FRAMING. GLUCKMAN RAYNER ARCHITECTS 3. WHERE NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE DOUBLED UP - 1250 Huawn sm., HEADERS, TRIMMERS, FOR ALL FLOOR OPENINGS. -- - - - -- - - - - - -- - - - 1 1 4. FOR COLUMNS NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE A xn. ron. er ,00u ' Il MINIMUM OF (3)-2x6 BUILT UP SECTION A7 EXTERIOR WALLS AND m z,z.ozno,ao -- -- (3)-2x4 BUILT UP SECTION AT INTERIOR WALLS BUT NOT LESS THAN ro. azvzs aeon REQUIRED TO PROVIDE FULL BEARING WIDTH FOR THE SUPPORTED MEMBER 5. BRIDGING, BLOCKING, AND CROSS BRACING OF THE TYPE AND SPACING INDICATED) ON THE STRUCTURAL PLANS SHALL BE INSTALLED -- -- -- - - - --- _- - - - - --- - --- --- - - BEFORE LOADING JOIST BRIDGING SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 7" O.C. ALONG THE LENGTH OF THE JOIST SPAN - -- - --- -- - -- - - - - --- - - -- -- - ---- -- - - -- - -- -- - -- - 6 FOR ADDITIONAL NOTES & SCHEDULES, SEE S001-S002. LOAD SCHEDULE S E R R A ORIENT TYPICAL KITCHENS LEVEL ROOF FLOOR & BATHS TERRACES 1 Second Floor Framing Plan MAIN STRUCTURE 10 10 10 10 CEILING, MESH , INSUL 5 5 5 5 orchard Street ROOF/FLOOR FINISH 10 5 20 15 Southold, NY TOTAL DEAD LOAD 25 20 35 30 LIVE LOAD/SNOW LOAD 30 40 40 50 PROJECT N0. TOTAL E LDAD 55 eD 75 SDNOTSECOND FLOOR 1. ALL LOADS IN PSF FRAMING PLAN CLADDING 2 WIND LOAD ON STRUCTURAL FRAME = 20 PSF 3 WIND LOAD ON CLADDING AND COMPONENTS = 30 PSF. 4 TL (TOTAL LOAD) DEFLECTION = L/240 5. LL (LIVE LOAD) DEFLECTION = L/360 6. FOR JOIST SPANS OVER 20', LL DEFLECTION = L/480. 7 FOR BEAMS DIRECTLY SUPPORTING MASONRY, TL DEFLECTION = L/1000 SCALE: 1/4" = 1'-0" DATE: 05,28.04 DRAWN: ARB S �I O 3 CAD FILE: 04023/Structure © Copyright Gluckman Mayner Architects "' ENE L I'J (!!5-T P- , I zxs SEEM WALL ARRANGENI AND DESIGNS R ALL DRAW NGS,, SPECIFICATIONS PUNS IDEAS 1 PRESERd 00 ,BARS REFERRED TO ARE THE PROP OF AND OWNED BY 'D' BARS PROJE IFFOR WHI�CR THEEYY AREEM pE.IISS IXXECUUTEED DOOR NOT. THEY WERE CREATED LVED' PED AND PRODUCED FOR THE SOIL USE ON `AND:IN CON- T NECTION WITH THIS PROJECT AND Np�E OF THE ABOVE FLOOR JOIST NAY BE DISCLOSED OR GNEN T0.OR U5ED R9 AEtY CON- C. 1/a' ESE RIM BOARD PERSON FIRM OR'CORPOppppDON'fOR'ANY"uuSE OR D' BARS z^ C EAR B BARS PURPOSE WFNTSOEVER INCLUDING ANY OTHER 2" CLEAR cEAR U D R T TIONCOF CLUCKMAN PERMI ARCHITECTS,I AND )L 2x6 SILL PUTS EXISTING , r FOUNDATION WALL o g N0, DATE $U MISSION SOIL -130 c( 1 1/2'0 A307 ANCHOR BOLT ® 2'-0'o.c. U D Y- P - �"' AND AT EACH END 4-30" A DISTRUBED SUBGRADE w' 'P BARS �JrI P-045 u� N .-, , 01 07,08.04 Issued for 3' CLEAR Filing Permit •I BACKFILL SLOPE: LEVEL W. F NEW PIER o - 90VERTICAL RETAINING WALL SCHEDULE -6" ROUND CONCRETE PIER 3ma H#5 BARORIZO ,2 °.` NEW DECK POST z a m HORIZONTAL: EXISTING GRADE SEE PLAN FOR SIZE r #5 BAR 0 12'o.c. DIMENSIONS REINFORCMENT VERIF ELEVATION IN FIELD SIMPSON COLUMN BASE COS44 CAST INTO PIER m a= STEM BASE STEM BASE . , - g - 6" CONCRETE SLAB ON GRADE 2" CLEAR Hill F LONGITUDINAL: Asp A C W 0 D Lw P Lo '-' o0 4 - (4)-#4 BARS CONTINUOUS 6x6 W2.9xW2.9 W.W.F. WITHIN TDP 2" OF SLAB 3' 8" 12" 0'-11" 2--1" #4®13 #4®13 #4®12 #5®13 5 #4 NOIE: BOTTOM OF FOOTING ^-F- W o TRANSVERSE: TO BE MIN 4'-0" I o #4 BAR 0 12'o.c. 4' 8" 12" l'-3" 2'-7" 4013 4®13 4®12 5®13 5 4 BELOW GRADE. p oo , " # # # # # MAINTAIN A MAX. 2 TO 1 COMPACTED SAND # # # # # 4 ° SLOPE BETWEEN BOTTOM OF m v 5 8' 12' 1'-8" 3'-1" 4®13 4®13 4@12 5®13 5 4 - EXISTING FOOTING AND n� 10 MIL VAPOR BARRIER BOTTOM OF NEW PIER ' •i LAP 16" SEAMS (TYP.) 6' 8" 12" 2'-0" 3'-7" #4®13 #4®13 #4012 #5®13 5 #4 UNDIST- B - X X2 3' CLEAR �n u X—X ^X - >� -—X " X h X°— 'o 2'-4" 4'-1" #4®13 #4®13 #4®12 #5®13 5 #57' 8" 12" 8' 12" 12" 2'-7" 4'-10" #4®9 #4®9 #5®12 #4®9 5 #5 9' 12" 12" 3'-3" 5'-8" #4®9 #409 #5®12 #4@9 5 #5 ( ) UNDISTURBED SUBC,RADE '� 7 UNbI RBED - VARIES VERIFY V� 10' 12" 12" 3'-11' 6'-5' #5®x12 #4®12 #5®12 #5®12 6 #5 SUBG�iADE / V�. /.. , , , �� /.^: �• 04023 NOTE: REFERENCE ARCHFING, INSURALLATION, DRAWINGS FOR ANCHOR CONSULTING WATERPROOFING, INSULATION, FTC. DEfAIL5. COMPACTED GRAVEL MAY BE USED IN UEU AT LOCATIONS WHERE SUBGRADE WILL BE DISTURBED OR REMOVED architects+engineers Typical Retaining Wall Detail Typical Pier Detail 3 Typical Strip Footing Typical Slab on Grade Detail 1et 4th Floor t. 212.267.9 1 385 " = 1'-0" New York NYe10007-2240 f. 212-267.6795 1 J2" = 1'-0" Not to Scale www.ancharconsulting.com i 13 BAR EACH TREAD 6' CONCRETE SLAB (SEE DETAIL 4) 4 A RETURN LENGTH TYP n _ i 2x WELD SIZE O #5 BARS SPACED EVENLY ��T \ (TYPICAL) SHORT LEG 3000psi CONCRETE n 202 MEMBER VERIFY STAIR RISE AND n - RUN WITH ARCHITECT I VERIFY WITH ' TX ^ Tn ARCHITECT ' f ^ n n P L 00, P UNDISTURBED 'SUBGRADE, • • n g< SUPPORTED MEMBER SUPPORTING MEMBER L4"x3"xTHICKNESSxLENGTH / #4 BARS ® 12'o.c. SIMPSON LB HANGER BOTH SIDES TYP. 'A' • r n - - GLUCKMAN MAYNFR ARCHITECTS VERIFY ANGLE WITH ARCHITECT uo HmA" se.N NOTES: 1. A-325X HIGH STRENGTH BOLTS MAY BE USED IN LIEU OF WELDED CONNECTION. - W 311.VRYPIYO 2. DETAIL SIMILAR WHEN SUPPORUNG MEMBER AND SUPPORTEDMEMBER ARE OF EQUAL DEPTH COMPACTED FILL COMPACTED GRAVEL MAY BE USED IN LIEU '°`21Z.2.. T ical Strip Footing AT LOCATIONS WHERE SUBGRADE WILL BE DISTURBED OR REMOVED 5 J = 1`D Typical Shear Conneciton Detail � �Typical Concrete Stair Detail Thickened Slab Detail 2x6 SILL PLATE V NTS 7 V. = p-O" V DRILL AND GROUT EVERY OTHER HORIZONAITL BAR INTO EXISTING I - FOUNDAIYON WALL n - 1/2"0 A307 ANCHOR BOLT 0 2'-O'o.c. .e ^ ,, n r- S E R R A ORIENT AND AT EACH END - " r, -, r REFERENCE DETAIL 3/S201 FOR r [ REINFORCEMENT SIZE & SPACING fl VERTICAL, #5 BAR ® 12"o.c. ° I HORIZONTAL'. 8" #5 BAR 0 12"o.c EXISTING HOUSEr• A r r. !, r ' Prchard Street 03 CENTERED ON WALL FOUNDATION WALL (2)'X ' Southold, NY BOTTOM OF FOOTING MIN. " 4'-0" BELOW GRADE PROJECT NO. LONGITUDINAL r /, ���� d (3)-#4 BARS CONTINUOUS r, N, r' r, ;��,'<��'/ z STRUCTURAL TRANSVERSE: n h #4 BAR 0 12'oc '�'' DETAILS i r o SCALE: 1' = 1'-0" " r UNDISTURBED SUBGRADE A ^'I DATE: 05.26.04 3" CLEAR ' REFERENCE DETAIL 3/S201 FOR - REINFORCEMENT SIZE & SPACING DRAWN: ARB CAD FILE: 04023 Structure S n/L O 1 . I StripFootingat Deck Stepped Footing Detail 9i UNDISTURBED SUBGRADE O 1"= 1'-d' O Copyright Gluckrnan Ma ner Architects GENERAL NO-FE: : ALL ARRANGEMENTS SPECIFICATIONS AE PLANS IDEAS0 REFERRED TO ARE THE PROPERTY OF AND OWNED BY o GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED EVOLVED, DEVELOPED AND PRODUCED FOR THE SOEt USE ON AND IN CON- NECTION WUH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON FlWHATSOEVERRINCUDING FOUR OTHER USE DRETCTIONCOF G GLUCKMAN MAYNON ER ARCHITECTS. AND EXISTING JOIST II IIIA CUT TOP PLATE AT W8 (SEE PLAN) 1/a NO. DATE SUBMISSION TUBE STEEL LOCATION �;— �;'0 A32s BOLTS ATTACH TUBE STEEL TO E%. PROVIDE 4 TOTAL 01 07.08.04 Issued for Filing Permit WITH 2 3 4 A307 BOLTS JOIST H O / - , AS SHOWN �4 X4 X10' 10P PLATE i SIMPSON H5 TIE (2) 3/4"0 A325 BOLTS EVERY RAFTER (RAFTER TO TOP PLATE) PROVIDE STEEL SHIM � /� �' �/41 PLATE AS REQ'D STEEL PIPE (SEE PIAN) _ SIMPSON LSTA18 TIE STEEL CHANNEL EVERY FOURTH STUD 1/4 (SEE PLAN) 36"x6'x10" BASE PLATE (STUD TO TOP PLATE) ON 1' NON–SHRINK - %"x7'x10" STEEL BASE PLATE GROUT LEVELING PAD ON MIN. NON–SHRINK GROUT PAD HILT] HY150 3/a*0 WITH ill I MIN, 10" EMBEDMENT )'4"0 A307 ANCHOR BOLT PROVIDE (2) IlBOLTS PROVIDE (2) TOTAL `l FLOOR JOIST EXISTING FOUNDATION WALL NEW FOUNDATION WALL G z ¢ SEE DETAIL 3/5201 FORREINFORCEMEM 15 c o W023 Connection Detail at Steel Channel Steel Beam to Column Connection Detail PROVIDE ADDITIONAL 1 1 – ' 0 NAILS AS REQUIRED ANCHOR CONSULTING 1' — 1'-0" TO PREVENT BUCKLING OF STRAP. architects+ engineers - - SIMPSON MSTA36 TIE EVERY FOURTH STUD 19 Murray Street 4th Floor t. 212.267.9385 _ New York, NY 10007-2240 f. 212.267.6795 www.onchorcon.ulting.com cz � G z o: � 4 I. o FLOOR JOIST SIMPSON LSTA18 TIE EVERY FOURTH STUD GLUCKMAN MAYNER ARCHITECTS xso x"M sew SIMPSON LTP4 ® 48" O.C. fax 21Ya2aIl (RIM JOIST TO SILL PLATE) NOTES 1 STRAPS TO ALIGN ALONG SAME STUD LINES FROM FOUNDATION SILL PLATE TO EAVE TOP PLATE IN ORDER TO MAINTAIN LOAD TRANSFER CONTINUITY 2. EVERY RAFTER TO BE CONNECTED TO EAVE TOP PLATE WITH SIMPSON CLIP. 3 T ical wind Uplift Connections S E R R A ORIENT Orchard Street Southold, NY PROJECT NO. STRUCTURAL DETAILS SCALE: 1' = V-0" DATE: 05.28.04 DRA FI ARB CAD S 2 O 2 , CAD FILE: 04023/Structure © Copyright Gluckman Mayner Architects ABBREVIATIONS SYMBOL LIST DRAWING LIST GENEF2,AI NOTE - ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, owe. NO TITLE ARRANGEMENTS AND DESIGNS REPRESENTED OR ABBREv DescREFERRED TO ARE THE PROPERTY OF AND OWNED BY RlPnoN ABBREv. DEscRIPnON SYMBOL DESGRIPnON GLUCKMAN MAYNER ARCHITECTS WHELHER THE SYMBOLS, ABBREVIATIONS AND SANITARY PROJECT FOR WHICH THEY ARE MADE IS EXECUTE OR P.00I R151-R DIAGRAM NOT THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- Ac AIR GFIAMBER H.R. HOSE RAGK P STACK OR RISER DESIGNATION NECTION WITH THIS PROJECT AND NONE OF THE ABOVE AD AGCE55 DOOR H.W. HOT WATER s MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY A.F.F ABOVE FINISHED FLOOR HA R HOT WATER RETURN PERSON, FIRM OR CORPORATION FOR ANY USE OR B.F.F. BELOW FINISHED FLOOR LW. INDIRECT WASTE _ �/0 INDICATES NEW CONNECTION BT BATH TUB KS KITGHFN SINK TO Exls'rING PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- ETC. BRANCH TO CONNECTION LAV. LAVATORY EXISTING PLUMBING FIXTURE TO JECT, EXCEPT UPON WRITTEN PERMISSION AND STE BRANCH TO FIXTURE N I c NOT IN GON'FRAGT BE REMOVED DIRECTION OF GLUCKMAN MAYNER ARCHITECTS BLW. BELOW O.SA Y OUTSIDE SGREIN +i YOKE GFS. GUBIG FEET PER SECOND PD PUMP DISCHARGE NEW PLUMBING FIXTURE GLe. GEILING PG PRESSURE GAUGE N0. DATE SUBMISSION G.O. GLEAN OUT PO PLUGGED OUTLET - EXISTING PIPING TO DE REMOVED GOD.P GLEAN OUT DEGK PLATE PR.V PRESSURE REDUGINe VALVC- CONN. CONNECTION P5 PANTRY SINK 07/8/04 ISSUED FOR FILING PERMIT G.W. GOLD WATER RT R. PRESSURE TEMPERATURE ---------- NEW VENT DP DRINKING FOUNTAIN R.G.V. R15ER GON'FROL VALVE DI DROP INLET RD ROOF DRAIN -------- EXISTING VENT DN DOWN RBE REDUCE=D PRESSURE D W. DISH WASHER BACKFLOW PREVENTER SOIL, WASTE, OR SANITARY DWG. DRAWING S SOIL PIPING C-L ELEVATION SHWR. STONER ENG ELEGTRIG WATER COOLER SPK SPRINKLER EXISTING SOIL, WASTE, OR F.A I FRESH AIR INLET 5.P0 SOIL PLUGGED OUTLET SANITARY PIPING FG O. FLOOR GLEAN OUT SS. SERVICE SINK ..LL FD FLOOR DRAIN ST STORM —I-Iy— BRANCH - SIDE CONNECTION F D.G. FIRE DEPARTMENT GONNEGTION STIR STRAINER F F. FINISHED FLOOR T S. TAMPER 5WITGH ] GAPPED OUTLET FL. FLOOR URIN URINAL RL SK FLOOR SINK V VENT FT. FOOT, FEET VB, VACUUM BREAKER —5T— STORM PIPING FT2 50VARE FRET (50 FT) V O VALVED OUTLET FT5 CUBIC FEET (G F) GU FT V.P0 VENT PLUGGED OUTLET — IW — INDIREGT WASTE PIPING Fu FIXTURE UNIT VTR. VENT THRU ROOF FUN DR FUNNEL DRAIN W WASTE 6 GAS W G. WATER CLOSET -- GOLD WATER PIPING G V. GATE VALVE WCO WALL GLEAN OUT HB HOSE DIED WHA WATER HAMMER ARRESTOR —"— HOT WATER PIPING HG HUNG GEILING --"— HOT WATER RETURN PIPING INDICATES EXISTING PIPING (LIGHTER SHADE) G)I 2 EXISTING WATER CLOSET, LAV AND BATH EXISTING WATER CLOSET AND LAV TO BE TUB TO BE REMOVED WIITH ASSOCIATED REMOVED. INSTALL NEW FIXTURES ON PRINS. INSTALL NEW FIXTURES ON NEW EXISTING ROUGHING. EXISTING BATH TUB TO ROUGHING. BE REMOVED. INSTALL NEW SHOWER ON NEW ROUGHING. EXISTING EXISTING THOMAS POUSE CONSULTING ENGINEER,P.C. I 4" VTR q" VTR ua w..1 Ism x.. 1.111, 111 loon Tel (312)INTN 1 1002 pp Pox (213) 695-M9 l y JIL J_L ROOF 2.. r -------- i P 2" j GLUCKMAN MAYNER ARCHITECTS ----------------- ' 1 + 44 -I/2" 2 LAV LAV fi 250 x"ase" s,..1 W G j N," rom NY 10013 BATH TUB i T �� T W'G' t 1 1a 212cz0 woo - I O i mx 212,0290e33 SHOW. 1 SECOND fl I 2„ FLOOR 1 L -1/2" `++i DOUBLESERRA ORIENTI''L= LAV I PANTRY G, IIII' i II I SINK SINKS - - - 1 C —_ re— J ORCHARD STREET ' 1 SOUTHOLD, NEW YORI< ' i W.G. J d Er `/ L J W. i DRYER 2" t J 1 2" 2" GROUND FLOOR 1 — EREMAING TO g" 3° EXISTING WA5HINS I - EXI5TINS INDIRECT MACHINE STANDPIPE 3 3" I--1--WASTE RECEPTOR SYMBOLS, ABBREVIATIONS TO BB REMOVED' TO REMAIN' AND SANITARY RISER EXISTING 4" SANITARY DIAGRAM BUILDING DRAIN TO EXISTING UTILITY E cdI III EXITING 5EPTIC SYSTEM SINK AND PUMP TO BE REMOVED. SCALE1/4" = I'-0" DATE: JULY OH, 2004 BASEMENT DRAWN SY HOUSE CAD FILE 04-518 © Copyright Gluckman MGyner Architects SANITARY RISER DIAGRAM P. 001 GENE JOTE _ ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REI ERRED TO ARE TIE PROPERTY OF AND OWNED BY GLUCKMAN MAYINER ARCHITECTS WHETHER THE PROJECT EOR WHICH [HEY ARE MADE IS EXECUTE OR NOT, THEY WERE CREA1ED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON— NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY HE DISCLOSE OR GIVEN TO OR USED DY ANY SERRA CIRIENT PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WIIAT30FVER INCLUDING ANY OTHER PRO— JECI, EXCEPT UPON WRITTEN PERMISSION AND [� DIRECTION OF CLUCIKft MAYNER ARCHITECTS 4263 ORCHARD STREET NO. DATE SUBMISSION ORIENT , NEW 1 O R K 4. 07/08/04 ISSUED FOR FILING PERMIT 8 10/13/04 ISSUED FOR AMENDMENT DEPARTMENT OF BUILDING SUBMISSION 13 OCTOBER 2004 is ARCHITECT: GLUCKMAN M AY N ER ARCHITECTS 250 Hudson Street, New York , New York 10013 THOMAS PONSE CONSULTING ENGINEER,P.C. Tel . 21 2 . 929 . 0100 Fax 21 2 . 9 29 . 0833 113 W 119il =,. 11,1- ,,,. ,, ,�o„ CONTRACTOR : ANCHOR CONSULTING M c M A H O N BROTHERS architects+engineers 133 Central Avenue Greenport, New York 11944 19 Murroy eirc�l 4th F1oo i -I^ 2679385 New York, NY 10007-2240 f 21:5.967 6795 Tel . 631 . 477 . 9483 www cnchorccnsu Hing cam DRAWING LIST: , r`l�r� ���� GLUCKM1�A._ IT E C TS A000 COVER SHEET A351 WALL SECTIONS: HOUSE A001 GENERAL NOTES AND SYMBOLS A352 WALL SECTIONS: POOL & STUDIOS '��1s' " '°°" A002 BUILDING DEPARTMENT NOTES _ � rFva , .2� soti� D100 DEMOLITION PLAN: HOUSE LOWER LEVEL A010 PLOT PLAN D101 DEMOLITION PLAN: HOUSE MAIN LEVEL A011 SITE PLAN D102 DEMOLITION PLAN: HOUSE UPPER LEVEL NOT FOR CONSTRUCTION A051 WINDOW TYPES AND SCHEDULE 5001 GENERAL STRUCTURAL NOTES AND DETAILS A052 DOOR TYPES AND SCHEDULE 5100 STRUCTURAL PLAN: HOUSE LOWER LEVEL S101 STRUCTURAL PLAN: HOUSE MAIN LEVEL A100 FLOOR PLAN: HOUSE LOWER LEVEL 5102 STRUCTURAL PLAN: HOUSE UPPER LEVEL SERRA ORIENT A101 FLOOR PLAN: HOUSE MAIN LEVEL 5103 STRUCTURAL PLAN: HOUSE ROOF 41r3 ORCHARD STREET A102 FLOOR PLAN: HOUSE UPPER LEVEL 5104 STRUCTURAL PLAN: POOL ROOF & FOUNDATION SOUTHOLD, I ew tORK A103 ROOF PLAN: HOUSE S202 STRUCTURAL TYPICAL DETAILS A104 FLOOR PLAN: POOL A105 ROOF PLAN: POOL P001 PLUMBING RISER DIAGRAM AND NOTES A106 FLOOR PLAN: STUDIO 1 & STUDIO 2 A107 ROOF PLAN: STUDIO 1 & STUDIO 2 PROJECT IJ6 04003 A150 REFLECTED CEILING PLAN: HOUSE LOWER LEVEL A151 REFLECTED CEILING PLAN: HOUSE MAIN LEVEL COVER SHEET A152 REFLECTED CEILING PLAN: HOUSE UPPER LEVEL A153 REFLECTED CEILING PLAN: POOL A154 REFLECTED CEILING PLAN: STUDIO 1 & STUDIO 2 A201 EXTERIOR ELEVATIONS: HOUSE SCALE ISA A202 EXTERIOR ELEVATIONS: HOUSE A203 EXTERIOR ELEVATIONS: POOL DATE 05/17/o-1 A204 EXTERIOR ELEVATIONS: STUDIO 1 & STUDIO 2 DRAWN Cu A205 EXTERIOR ELEVATIONS: STUDIO 1 & STUDIO 2 CAD FILE. Aaoo Dwc A . 000 C) Copyright Gluckman Mayner Architects GENERAL NOTES ABBREVIATIONS z o N c, ISLAND ' :,;' Mulford s o U o E N E R A l_ NC-)T [= - ABOVE FINISHED FLOOR AFF Terry Pt Pt. � 1� ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, 1. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY 9. CLEAN UP: THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR ACCESS PANEL A.P. Q. ARRANGEMENTS AND DESIGNS REPRESENTED OR ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, SHALL KEEP THE SITE FREE FROM ACCUMULATION OF MATERIAL cem� 1, M=•• REFERRED TO ARE THE PROPERTY OF AND OWNED BY AND SHALL REPORT ANY DISCREPENCIES BETWEEN DRAWINGS AND FIELD AND DEBRIS. PREMISES SHALL BE LEFT BROOM CLEAN AT THE ACOUSTICAL ACOUS. GLUCKMAN MAYNER ARCHITECTS WHETHER THE ADJACENT ADJ. PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR CONDITIONS TO THE ARCHITECT. CLOSE OF EVERY WORK DAY. CONTRACTOR SHALL BE RESPONSIBLE AIR CONDITIONING A/C m" v L i PET"'YS ale NOT. THEY WERE CREATED, EVOLVED, DEVELOPED FOR THE REMOVAL OF ALL UNWANTED EQUIPMENT AND DEBRIS AT ALUMINUM AL. °ah AND PRODUCED FOR THE SOLE USE ON AND IN CON- 2. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL THE COMPLETION OF CONSTRUCTION. AT THE COMPLETION OF THE ORIENT MAY BE WITH THIS PROJECT AND NONE OF THE ABOVE COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL WORK, THE CONSTRUCTION MANAGER GENERAL CONTRACTOR SHALL APPROXIMATE APPROX. e.�+° °THSE. MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY / ARCHITECTURAL ARCH. t +`°` � a as. r � ° °, . al PERSON, FIRM OR CORPORATION FOR ANY USE OR AUTHORITIES. eV p^ PURPOSE WHATSOEVER INCLUDING ANY OTI-IER PRO- PERFORM THE FOLLOWING CLEANING: BLOCKING BLK'G +,E:= 3. ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS A. CLEAN FIXTURES, EQUIPMENT, FINISH HARDWARE, PAINTED AND CEILING CLC. s" " "" " 11957 ;APR; o f< ECT, EXCEPT UPON WRITTEN PERMISSION AND OTHERWISE INDICATED. WALLS SHOWN TO 'ALIGN' SHALL BE DECORATED SURFACES, AND REMOVE MARKS, STAINS, PAINT, CEILING HEIGHT C.H. F '° °Ce„ DIRECTION OF GWCKMAN MAYNER ARCHITECTS Q MIS SON/Gf m fl , VA ' > N FINISHED FLUSH AND SMOOTH WITH EXISTING WORK. AFTER THE DIRT AND OTHER SOILING RESULTING FROM THE WORK OF THIS CENTER LINE CL. orie°t YC. =, „ws''` FLOOR CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE CONTRACT CERAMIC TILE C.T. o R I I2 N r a rN�r — ° NO. DATE SUBMISSION ARCHITECT IS TO BE NOTIFIED SO THAT WORK MAY BE INSPECTED 10. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING AND CLOSET CLO. COLUMN COL. Y +P °\ AND APPROVED FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING WITH .ADDITIONAL CONSTRUCTION. SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. 4. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/ 11. FIRE SAFETY: CONCRETE CONC. _" °j ` w 119. 4 oz/OB/o4 ISSUED FOR Flurc PERMIT CONSTRUCTION CONST. O_ RUNT e+ I s. 07/08/04 ISSUED FOR ESTIMATE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. ANY SUBSTITUTE A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA ARE CONTINUOUS CONT. B. 10/13/04 ISSUED FOR AMENDMENT IN SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FORTO BE SECURED IN A LOCKED AREA WITH ACCESS CONTROLLED DETAIL DTL. Q jPaQle Pt APPROVAL. SHOULD CONTRACTOR FIND ANY DISCREPENCY, BY THE OWNER Al CONSTRUCTION MANAGER/GENERAL DIMENSION DIM. 0P4 OMISSIONS, AMBIGUITIES OR CONFLICTS IN ANY OF THE CONTRACTOR. DOOR DR. HARBOR e CONSTRUCTION DRAWINGS, OR BE IN DOUBT AS TO THEIR MEANING, B. ALL MATERIAL TO IBE STORED IN AN ORDERLY FASHION. DOUBLE DBL. HE MUST BRING THE QUESTION TO THE ATTENTION OF THE ARCHITECT C. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY DOWN ON. a� PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL REVIEW SEALED IN THEIR ORIGINAL CONTAINERS. SUCH MATERIALS SHALL DRAWING DWG. `4 EP�H THE QUESTION AND WHERE INFORMATION SOUGHT IS NOT CLEARLY BE KEPT AWAY FROM HEAT OR OPEN FLAMES. EACH EA. ° Browns Pd - N7 e INDICATED OR SPECIFIED, WILL ISSUE A WRITTEN CLARIFYING ADDENDUM. D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ELECTRIC/ELECTRICAL ELEC. � oej0 $en' NEITHER THE OWNER NOR THE ARCHITECT WILL BE RESPONSIBLE AN ADEQUATELY VENTILATED SPACE. ELEVATION EL. Peters Neck Pr FOR VERBAL INSTRUCTIONS. E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE EMERGENCY EMER. 5. WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED IS AN EXPOSED CONDUIT. EQUAL EQ. CHANGES IN THE SCOPE OF WORK BY THE CONSTRUCTION MANAGER/ F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO EQUIPMENT EQPT. LOCATION MAP GENERAL CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY BE SHUTOFF AFTER WORKING HOURS. EXISTING EX'G WORK IS STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK, G. CONSTRUCTION MANAGER/GENERAL CONTRACTOR AT ALL EXTERIOR EXT. COST, AND POSSIBLE IMPACT TO THE PROJECT. TIMES SHALL MAKE SURE THERE IS NO LEAKAGE OF NATURAL FINISH FIN 6. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL BE GAS IN BUILDING, OR ANY OTHER FLAMMABLE GAS USED IN FINISH FLOOR FIN. FL. RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND CONSTRUCTION. FIREPROOF FPRF. MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE H. CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL NOT SELF—CLOSING S.C. DRAWING SYMBOLS WALL TYPES BURN ANY IOR MAINTAIN ANY OPEN FLAMES ON THE SITE. FLOOR FL. CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL HAVE SOLE FLOURESCENT FLOUR. 3RD FLEXISTING TO REMAIN RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR FOOT/FEET FT. + °" ELEVATION NUMBER DURING THE EXECUTION OF THE WORK. BY OTHERS/OWNER B.O. NEW CONSTRUCTION A. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND GLASS GL. 1 COLUMN LINES THOM0.S POLISE CONSULTING ENGINEER,P.C. ALTERATION OPERATIONS ARE TO BE DONE IN ACCORDANCE WITH GRILLE CRL. & O NOT IN CONTRACT (N.I.C.) 133 W.It 19TH SL It N". Y",„, NY 1.11 OWNER REQUIREMENTS AND ALL GOVERNING CODES. GROUND FAULT INTER. GFI. 1 c=1 I °s 100z B. WHERE DEMOLITION IS INDICATED, REMOVE ALL OBJECTS EXCEPT BRICK CONSTRUCTION GYPSUM WALLBOARD GWB LEASE LINE THOSE SPECIFICALLY DESIGNATED TO REMAIN. HANDRAIL HNDRL. C. THE DRAWINGS MAY NOT SHOW ALL ITEMS OR OBJECTS EXISTING HARDBOARD HDBD. ^� ” — BREAK LINE cMu coNsreucrloN AT THE SITE. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO BE HARDWOOD HlHR. FIRE RATED WALL PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPENCIES HEATING, VENT. & A/C HVAC — X — X — X — SECURITY MESH ANCHOR CONSULTING HOLLOW METAL H.M. — x SECURITY WALL OR QUESTIONABLE ITEMS. D. USE ALL MEANS NECESSARY TO PROTECT EXISTING OBJECTS HORIZONTAL HORZ. — — arcRltects+engineers DESIGNATED TO REMAIN, AND IN THE EVENT OF DAMAGE, INCHES IN. HIDDEN OR OVERHEAD LINE INSULATION INSUL. IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY 19 Murray Street 4th Floor t 212.267 9385 JUNCTION BOX J.B. l 2-0" DIMENSION LINE New York, NY 10007-2240 f 212,267 6795 TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL LAMINATE LAM. www °°en°'°°ne le^y,<om EXPENSE TO THE OWNER. E. PRIOR TO COMMENCMENT, CAREFULLY INSPECT THE ENTIRE SITE LOW VOLTAGE L.V. MATERIAL MA AND ALL OBJECTS DESIGNATED TO BE REMOVED AND TO BE MAXIMUM MAX. ALIGNMENT PRESERVED, AS WELL AS ALL EXISTING UTILITIES AND DETERMINE MECHANICAL MECH. neo n ALL REQUIREMENTS FOR DISCONNECTING, CAPPING OR METAL Ml REFERENCE SYMBOLS MATERIAL SYMBOLS cry<` 3 04 ice PROTECTING ALL SUCH WORK IN ACCORDANCE WITH THE MINIMUM MIN. REQUIREMENTS OF THE UTILITY COMPANY, BUILDING MANAGEMENT MISCELLANEOUS MISC. i^ DETAIL SYMBOL CONCRETE G L U C K %C H I T E C T S OR AGENCY INVOLVED. MOLDING MLDG. F. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL _ r A4os MOUNTED MTD. GRANITE IN k°NY51rp01e REMOVE, REROUTE AND/OR CAP OFF ALL UNUSED UTILITIES MULLION MUL. 0 STEEL Ak y AFTER CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE / ' tz 2929°,°° �f NE's+ r°, z,z9i9°eaa NOMINAL NOM. A710 1 CAPPED OFF WITHIN EXISTING WALLS OR SLABS. NOT APPLICABLE N.A. 2 ELEVATION SYMBOL ALUMINUMA000 G. USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE NOT IN CONTRACT N.I.C. 3 %` BRASS, BRONZE OR COPPER PERFORMANCE OF THIS WORK AND PREVENT DUST FROM BEING NUMBER NO. A NUISANCE TO THE TENANTS, NEIGHBORS, WORKMEN AND ON CENTER O.C. MARBLE NOT FOR CONSTRUCTION CONCURRENT PERFORMANCE OF THE WORK. OPENING OPN'G BUILDING SECTION FINISH WOOD H. REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE AND OPPOSITE OPP. 0° CONTINUOUS BLOCKING SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. PAINTED PTD. OR STRUCTURAL WOOD 7. PARTITIONS: PERFORATED PERF. NONOR SHMTINUOUS BLOCKING A. ALL OUTSIDE CORNERS AT DRYWALL OR STUCCO PARTITIONS PLASTIC LAMINATE P.LAM TITLE SERRA ORIENT SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE QUANTITY QTY, a , DRAWING TITLE SMOOTH WHERE REQUIRED. THREE COAT SPACKLE FINISH MIN. RECESSED REC. RIGID INSULATION 4263 ORCHARDSTREET SEALANT W B. ALL DEFECTIVE PLASTER AlLL ON ADJACENT REQUIRED REQ'D ITHH BACKER ROD sourHo O, New YORK ND/OR EXISTING WALLS SHALL BE CHOPPED OUT Al PATCHED RETURN AIR R.A. IDENTIFICATION SYMBOLS PLYWOOD FREE OF IRREGULARITIES AND SHALL MATCH ADJACENT WALLS IN REVISE/REVISION REV. oa woRKRoaM ROOM IDENTIFICATION FINISH AND THICKNESS. ROUGH OPENING R.O. ICOINMWARPROFIG MEMBRANE C. ALIGNMENT OF NEW WALL CONSTRUCTION TO EXISTING WALLS SCHEDULE SCHED. AND COLUMNS SHALL BE DONE IN A MANNER AS TO VISIBLY SECTION SECT. G3 I MO I 1 Ail =V °„) PROJECT No. 04003 ELIMINATE THE POINT OF CONTACT OR JOINT OF NEW AND SHEET SHT. l / PLASTER ON METAL LATH DOOR NUMBER EXISTING MATERIALS. SIMILAR SIM. D. WHERE DEMOLITION HAS OCCURED, CONTRACTOR SHALL FILL ALL SQUARE FOOT SQ.FT. ACOUgTICAL TILE[7r " HOLES, PATCH SMOOTH AND LEVEL ALL REMAINING SURFACES, STAINLESS STEEL S.STL. (3"=1 -0”, 1 1/2 =t'—O") GENERAL NOTES AND SYMBOLS INCLUDING WALLS, FLOORS AND CEILINGS. SQUARE ALL STANDARD STD. GLASS CORNERS, AND PROPERLY PREPARE ALL SURFACES TO RECEIVE STEEL STL. ml (3"=1'—O", 1 1/2"=1'-0") FINISHES. STORAGE STOR. 3A PARTITION TYPE BATE INSULATION 8. FLOORING: WHERE EXISTING FLOORS ARE TO REMAIN, CONSTRUCION TTO BE ELEPHONE TEL. MANAGER/GENERAL CONTRACTOR TO PROVIDE PROPER PROTECTION. TYPICAL ERMINED TTYBD. uM�uu MUM CARPET WITH PADDING N q SCALE N/A UNLESS OTHERWISE NOTED U.O.N. 43 WINDOW NUMBER �3MIcopRiQi/2ino�) DATE 05/17/04 VERIFY IN ',FIELD V.LF. RESILIENT FLOORING oRAwN, A . 001 VINYL TYLE V.T. z r- � (3"=1'—°", 1 t/2"=1'—a") WITH W/ CAD Pie Ao01.Dwc WITHOUT W/O REVISION SYMBOL GLASS IN ELEVATION WOOD WD. OPENING OR VOID © Copyright Gluckman MCyner Architects LIGHT AND VENTILATION : HOUSE & MUD RM . GENERAL NOTE - ALL DRAWINGS, SPECIFICATIONS, PANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR L I G H T V E N T I L A T 1 0 N REFERRED TO ARE THE PROPERTY OF AND OWNED BY a1 :: •.. GLUCKMAN MAYNER ARCHITECTS WHETHER THE FLOOR HABITABLE ROOM AREA OF ROOM AREA OF GLAZING % OF GLAZING TO AREA OF ROOM AREA OF NATURAL VENTILDVION % OF NATURAL VENTILLATION TO AREAOF ROOM ° PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR Residential NOT. THEY WERE CREATED, EVOLVED, DEVELOPED Prescriptive Package Worksheet AND PRODUCED FOR THE SOLE USE ON AND IN CDN- 1,r, PROPOSED REQUIRED BY CODE PROPOSED REQUIRED BY CODEeti x�cN NECTION WITH THIS PROJECT AND NONE OF THE ABOVE y,,, ° For Compliance wllh the MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY 1 WING ROOM 416 SQUARE FEET 131 SQUARE FEET 31% 2002 NewYork State Energy Conservation Construction Code PERSON, FIRM OR CORPORATION FOR ANY USE OR 8% 100 SQUARE FEEr 24% 4% PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO— DINING ROOM 217 SQUARE FEET 123 SQUARE FEET 57% 8% 70 SQUARE FEET 32% 4% Builder Name. Dennis McMahon Date 5/20/04 JECT, EXCEPT UPON WRITTEN PERMISSION AND KITCHEN 369 SQUARE FEET 133 SQUARE FEET 36% 8% 64 SQUARE FEET M43% 4% Builder'Address 133 Central Avenue DIRECTION OF GLUCKMAN MAYNER ARCHITECTS, Building Address' 4263 Orchard Street Description: Single Fancily Residence Package#. 10—Zone N0. DATE SUBMISSION MASTER BEDROOM 269 SQUARE FEET 60 SQUARE FEET 22% 8% 83 SQUARE FEET Submitted By: Thomas Polise,Thomas Polllse Consul$ng Engineer P C Phone# 212.645-100 2 SITTING ROOM 228 SQUARE FEET 95 SQUARE FEEr 42% 8% 122 SQUARE FEET STUDY 195 SQUARE FEET 60 SQUARE FEET 31% 8% 83 SQUARE FEET PROPO e - - r 4. 07/08/04 ISSUED FOR FILING PERMIT EXCERCISE ROOM 112 SQUARE FEET 15 SQUARE FEET 13% 8% 21 SQUARE FEET 15 07/08/04 ISSUED FOR ESTIMATE Glazing Area 8. 10/13/04 ISSUED FOR AMENDMENT ILI 806 - 3830 = 21 % 22 % LIGHT AND VENTILATION : POOL STUDIOS GlezmgAlsa Gross Wall Area Proposed Glazing Area Maximum Glazing Area 8c R-Value Nable-2 Package 10 L I G H T V E N T I L A T 1 0 N Dercri tion Comments Pro,ons!R-Value Minimum R-Value Ceiling Attic Space R- 49 FLOOR HABITABLE ROOM AREA OF ROOM AREA OF GLAZING % OF GLAZING TO AREA OF ROOM AREA OF NATURAL VENTILLATION % OF NATURAL VENTILLATION TO AREA OF ROOM Wall 2x6 Wood Stud R- 19 R- 19 Floor Ovo,tho.nddionedSace Zx12 Joist issue R- R- 30 Floor Overcall Air NA PROPOSED REQUIRED BY CODE PROPOSED REQUIRED BY CODE Basement Wall 2x6 Stud Wall R ig R- 13 Slab Floor ❑Heated MUnHealed R- NA R- NA Crawl Space Wall NA R- NA R- NA 1 POOL 1195 SQUARE FEET — SQUARE FEET —% 8% 80 SQUARE FEET 7% 4% STUDIO 1 1920 SQUARE FEET — SQUARE FEET —% 8% 78 SQUARE FEET 4% 4% STUDIO 2 435 SQUARE FEET — SQUARE FEET —% 8% 24 SQUARE FEET 6% 4% U.Factor Ditenernifloin Commemr Pro esed LLFsebor Maximum UFueor Glazing I AFG Hard C oat Low I 11 .354 C 40 Door I Doors Calculated as Glass I U NA I} 035 u u Equipment ETfieienny (This section may be left blank dNormsef is seleclad on Tie right) Heating AFUEIHSPF W NormalTHOMAS POUSE CONSULTING ENGINEER,P.CEfficiencyncY Make&Model Number 11 High Hearing Elling 1ea w°x 1a1H s„ n,°°1 No, Y°, NY 10011 Cooling SEER ❑ High Cooling 'ii long aw—mm2 Efficiency Make&Modal Number ❑ High Healing B Cooling r°° (2'2) 645—sa05 Stateanntof Compliance' The proposed budding design repmsenlmd in these deaumanls is comielent with the budding plans,spemOcarmns,and other calculatlonssubmtlledwdhlhepermitapplmolmn The proposed budding has been designed to meal the requlreme did of the New York Slate Energy Conservation ComplThomas code Thomas V. Parise Thomlting as Polise ConsuEngineer, P.C. 05/19/04 ANCHOR CONSULTING architects+engineers Builder/Designer Company Name Data - NYS Depanmenl of State-Code Enforcement 19 Murray Street 4th Floor L 212 267 9385 New York, NY 10007-2240 f. 212.257 6795 www anchorcansulting cam BUILDING DEPARTMENT NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL :`°;:u;; NEW YORK STATE BUILDING CODE MAY 2002, THE CODE OF THE TOWN OF G L D c ;E R`A7'R I H I T E C T S SOUTHOLD FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS e !: AND ALL OTHER AGENCIES HAVING JURISDICTION. ��11 Y°`"' NY 1001 'F Nl%\N all 212929mmm 2. BEFORE COMMENCING WORK, THE CONSTRUCTION MANAGER/ GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS AND SHALL PREPARE AND FILE ALL NECESSARY FORMS AND BE RESPONSIBLE FOR REQUIRED APPROVALS BY THE DEPARTMENT OF NOT FOR CONSTRUCTION BUILDINGS AND ALL OTHER AGENCIES HANING JURISDICTION. THE OWNER SHALL FILE AND OBTAIN APPROVAL OF THE PLANS AND SPECIFICATIONS. 3. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND SERRA ORIENT OBTAIN INSPECTIONS AND REQUIRED SIGNOFFS. 4263 ORCHARD STREET SOUTHOLD, NEW YORK 4. ALL CONSTRUCTION INCLUDING BUT NOT LIMITED TO: DOORS, MASONRY, CONCRETE, STEEL, WOOD, GLASS, HUNG CEILINGS, ETC. SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTAIL NEW YORK STATE MAY 2002 BUILDING CODE, THE CODE OF THE TOWN OF EASTHAMPTON AND ALL OTHER AGENCIES HAVING JURISDICTION. PROJECT N0, 04003 5. SHAFTWALLS, MECHANICAL SPACES AIND ANY OTHER REQUIRED FIRE SEPARATIONS ARE TO BE FIRE RATED IN ACCORDANCE WITH GENERAL NOTES THE RESIDENTIAL NEW YORK STATE BUILDING CODE MAY 2002, 6. USE AND OCCUPANCY CLASSIFICATION: R-3 7. HEIGHT AND FIRE AREA: 3 STORIES UNLIMITED SCALE N/A 8. TYPE OF CONTRUCTION: WOOD FRAME DATE 05/17/04 9. DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH THE AMERICAN DRAWN: Cu A . 002 � FOREST AND PAPER ASSOCIATION (AF&PA)I WOOD FRAME CAD FILE: Aao2.DWG A , O O 2 CONSTRUCTION MANUAL FOR ONE— AND TWO—FAMILY DWELLINGS (WFCM) 2001 EDITION © Copyright Gluckman Mayner Architects GENERA NOTE__ ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECIGN OF GLUCKMAN MAYNER ARCHITECTS N40 42' 40"E 880.00' NO. DATE SUBMISSION 2. 05/17/04 SUBMITTED TO ENGINEERS \ / 4 07/08/04 ISSUED FOR FILING PERMIT - - I 5. 07/08/04 ISSUED FOR ESTIMATE \ 6. 08/16/04 PROGRESS SET, CONTRACTOR 540 42' 40"W 450.00' x,\ 09/14/04 PROGRESS SEF, CONTRACTOR I \ 8. 10/13/04 ISSUED FOR AMENDMENT - —— ——— — — — — — I � I. I PRIMARY I I I I BUILDING - _- ENVELOPE - - I I I II LIMIT OF CLEARING a AND GROUND I o DISTURBANCE _ E II I _ I Im I I a- I 93,—Df' THOMAS ROUSE CONSULTING ENGINEER,P.C. — w.af lsnl sb.el N1W }OIM� NY 10011 L N Pov m (k12( ens-loarz (21R) fi45—]905 I I la I o f ; I I I ANCHOR CONSULTING rn --- ---- - — arch ---- - -- - -- - - - ite is +engines engineers 50'-0'. - 19 Murroy Street 4th Floor t. 212267.9385 New York, NY 10007-2240 1 212 267 6795 N I N Q I www.o,oho,c.nsuleng com I LLJ 50,-0,. z I w LL I II N z Ld COI I SPED AHO I � Uo I '� oj Gt II oo o0 00 � o 0r0 p Ld I GLUCK �r �A I T E C T S 12� J Z I o mon so-.m I II to � O ED I I 13150 e ,u. NY 10013 a - a w I OF NENy 21x 9200100 Y � Y _j ¢ I I ow o � z I I � � 3a ¢ I I IANCILLARY I I NOT FOR CONSTRUCTION I BUILDING i I ENVELOPE I II I _ __ __ __ ___ _______ I SERRA ORIENT 4263 ORCHARD STREET SOUTHOLD, NEW YORK I I NEW ADDITION I PROJECT NO 04003 ISITE PLAN I I II SCALE 1.20 DATE 05/14/04 I" I CAD FILE. A011.DWQG / 01 1 I I © Copyright Gluckman Moyner Architects I I GENERAL NOTE: pp � ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, WINDOW SCHEDULE : HOUSE CX, M U D RM . ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE WINDOW FRAME DETAIL SUN - PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR FLOOR NO. ROOM CONTROL: SCREEN REMARKS NO, NOT. THEY WERE CREATED, EVOLVED, DEVELOPED NOMINAL SIZE FRAME SIZE SHADES AND PRODUCED FOR THE SOLE USE ON AND IN CON- TYPE W X H GAZING W X H MATERIAL FINISH HEAD JAMB SILL NECTION WITH THIS PROJECT AND NONE OF THE ABOVE 001 001-ENTRY HALL A INSULATED & TEMPERED '-2 1 2" X 3'-5 11/16" WD. STAIN PRIME 6/401 1/402—& 9/402 —27401 RHR 001 TO BE MULLED WITH 002 001 MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY LL 002 001-ENTRY HALL A INSULATED 3'-2 1/2" X 3'-5 11/16" WD. STAIN/PRIME 4/401 1/402 & 9/402 6/401 - 002 TO BE MULLED WITH 001 002 PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND 101 103-KITCHEN A INSULATED 2'-11 1/2" X 6'-6 5/8" WD. STAIN PRIME 4/401 1/402 & 2/402 1/401 - LHR - 101 DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. 102 103-KITCHEN A INSULATED 2'-11 1/2" X 6'-6 5/8" WD. STAIN/PRIME 4/401 1/402 & 2/402 1/401 - - - 102 A B 103 103-KITCHEN A INSULATED 3'-5" X 6'-6 5/8" WD. STAIN PRIME 4/401 1/402 & 2/402 1/401 - - - 103 0 0 NO. DATE SUBMISSION 104 103-KITCHEN A INSULATED 3'-5" X 6'-6 5/8" WD. STAIN/PRIME 4/401 2/402 1/401 - RHR - 104 105 103-KITCHEN A INSULATED 3'-5" X 4'-7 1/4" WD. STAIN/PRIME 4/401 2/402 1/401 - - - 105 106 103-KITCHEN A INSULATED 3'-5" X 4'-7 1/4" WD. STAIN PRIME 4/401 2/402 1/401 - LHR - 106 3. 06/25/04 WINDOW PACKAGE 107 103-KITCHEN A INSULATED 3'-5" X 4'-7 1/4" WD. FSTAIMPRIME RIME 4/401 1/402 & 2/402 1/401 - - - 107 4. 07/08/04 ISSUED FOR FILING PERMIT 108 102-DINING RM. A INSULATED 2'-9 7/8" X 6'-6 5/8" WD. RIME 4/401 1/402 & 3/402 1/401 - LHR 108 TO BE MULLED WITH 109, 110 & 111 108 109 102-DINING RM. A INSULATED 2'-9 7/8" X 6'-6 5/8" WD. RIME 4/401 3/402 1/401 - - 109 TO BE MULLED WITH 108, 110 & 111 109 5. 07/08/04 ISSUED FOR ESTIMATE 110 102-DINING RM. A INSULATED 2'-9 7/8" X 6'-6 5/8" WD, RIME 4/401 3/402 1/401 - - 110 TO BE MULLED WITH 108, 109 & 111 110 6. 08/16/04 PROGRESS SET, CONTRACTOR 111 102-DINING RM. A INSULATED 2'-9 7/8" X 6'-6 5/8" WD. RIME 4/401 1/402 & 3/402 1/401 - RHR 111 TO BE MULLED WITH 108, 109 & 110 111 7. 09/14/04 PROGRESS SET, CONTRACTOR 112 101-WING RM. A INSULATED 3'-5" X 6'-6 5/8" WD. RIME 4/401 1/402 & 2/402 1/401 - - - 112 7113 101-WINGRM. A INSULATED 3'-5" X 6'-6 5/8" WD. RIME 4/401 2/402 1/401 - - - 11310/13/04 ISSUED FOR AMENDMENT ML 114 101-LIVING RM. A INSULATED 3'-5" X 6'-6 5/8" WD. RIME 4/401 1/402 & 2/402 1/401 - - - 114 115 101-WING RM. A INSULATED 3'-5" X 6'-6 7/8" WD. RIME 4/401 1/402 1 401 - RHR - 115 116 101-UVING RM. A INSULATED 3'-5" X 6'-6 5/8" WD. STAINI/PRIME 4/401 1/402 1/401 - LHR - 116 117 101-LIVING RM, A INSULATED 3'-5" X 6'-6 7/8" WD. STAIN/PRIME 4/401 1/402 1/401 - RHR - 117 118 STAIR A INSULATED & TEMPERED 3'-2 1/2" X 3'-1 5/16" WD. STAINI/PRIME 6/401 1/402 & 9/402 9/401 - RHR 118 TO BE MULLED WITH 119 & 120 118 119 STAIR A INSULATED 3'-2 1/2" X 3'-1 5/16" WD. STAINI/PRIME 6/401 1/402 & 9/402 6/401 - - 119 TO BE MULLED WITH 118 & 120 119 120 STAIR A INSULATED 3'-2 1/2" X 3'-1 5/16" WD. STAINI PRIME 4/401 1/402 & 9/402 6/401 - - 120 TO BE MULLED WITH 118 & 119 120 121 STAIR A INSULATED & TEMPERED 3'-2 1/2" X 3'-1 5/1C WD. STAINI PRIME 6/401 1/402 & 9/402 9/401 - LHR 121 TO BE MULLED WITH 122 & 123 121 122 STAIR A INSULATED 3'-2 1/2" X 3'-1 5/16" WD. STAINI PRIME 6/401 1/402 & 9/402 6/401 - - 122 TO BE MULLED WITH 121 & 123 122 123 __KWIR INSULATED 3'-2 1/2" X 3'-1 5/16" WD. STAINI/PRIME 4/401 1/4024--9/402 6/401 - - 123 TO BE MULLED WITH 121 & 122 123 124 1O7-PANTRY A INSULATED 3'-5" X 4'-7 1/4" WD. STAINI/PRIME 4/401 1/402 1/401 - RHR - - 124 125 106-TOILET RM. A INSULATED 3'-5" X 4'-7 1/4" WD. STAINI PRIME 4 401 1/402 1 401 - LHR - 125 126 108-MUD RM. A INSULATED 3'-2 1/2" X 6'-6 5/8" WD, STAINI PRIME 4/401 1/402 & 5/402 1/401 - - - 126 127 108-MUD RM. A INSULATED 3'-2 1/2" X 6'-6 5/8" WD. STAINI PRIME 4/401 1/402 & 5/402 1/401 127 201 205-STUDY A INSULATED 2'-11 1/2"—X4'-7 3/4" WD. STAINI PRIME 40 1/402 & 2/402 1/401 - LHR - 201 202 205-STUDY A INSULATED 2'-11 1/2" X 4'-7 3/4" WD. STAINI/PRIME 4/401 1/402 & 2/402 1/401 - - - 202 203 205-STUDY A INSULATED 3'-5" X 4'-7 3/4" WD. STAINI/PRIME 1/402 & 2/402 1/401 - - - 203 204 205-STUDY A INSULATED 3'-5" X 3'-11 1/2" WD, STAINI PRIME 4/401 1/402 & 2/402 1/401 - RHR - 204 THOMAS POUSE CONSULTING ENGINEER,P.C. 205 204-EXERCISE RM. A INSULATED 3'-5" X 3'-11 1/2" WD. STAINI PRIME 4/401 1/402 1/401 - LHR - 205 1Z3 w".1 19TH S„""o 1- 1111, NI iaml _26-6 _203-SITTING RM. A INSULATED 2'-8 1/2" X 6'-1 1/2" WD. STAINI PRIME 4/401 1/402 & 3/402 1/401 - LHR 206 TO BE MULLED WITH 207 206 xi (zit) e4l-loot 207 203-SITTING RM. A INSULATED 2'-8 1/2" X 6'-1 1/2" WD. STAINI/PRIME 4/401 1/402 & 3/402 1/401 - RHR 207 TO BE MULLED WITH 206 207 208 203-SITTING RM. A INSULATED 2'-9 7/8" X 5'-5 1/4" WD. STAINI/PRIME 4/401 1/402 & 3/402 1/401 - - 208 TO BE MULLED WITH 209, 210 & 211 208 UL 209 203-SITTING RM. A INSULATED 2'-9 7/8" X 5'-5 1/4" WD. STAINI/PRIME 4/401 3/402 1/401 - - 209 TO BE MULLED WITH 208, 210 & 211 209 210 203-SDTING RM. A INSULATED 2'-9 7/8" X 5'-5 1/4" WD, STAINI/PRIME 4 401 3/402 1/401 - - 210 TO BE MULLED WITH 208, 209 & 211 210 211 203-SITTING RM. A INSULATED 2'-9 7/8" X 5'-5 1/4" WD, STAINI PRIME 4/401 1/402 & 3/402 1/401 - - 211 TO BE MULLED WITH 208, 209 & 210 211 212 202-MASTER BEDRM. A INSULATED 3'-5" X 4'-7 3/4" WD. STAINI PRIME 4/401 1/402 & 2/402 1/401 - - - 212 ANCHOR CONSULTING 213 202-MASTER BEDRM. A INSULATED 3'-5" X 4'-7 3/4" WD. STAINI PRIME 4/401 2/402 1/401 - - - - 213 214 202-MASTER BEDRM. A INSULATED 3'-5" X 4'-7 3/4" WD, STAINI/PRIME 4/401 1/402 & 2/402 1/401 - - - - 214 architects+engineersFw-F - _ 215 202-MASTER BEDRM. A INSULATED 3'-5" X 4'-7 3/$' WD. STAINI/PRIME 4/401 1/402 1/401 - RHR - 215 216 201-MASTER BATH A INSULATED 3'-5" X 4'-7 3/4" WD. STAINI PRIME 4/401 1/402 1/401 - RHR - 216 217 201-MASTER BATH A INSULATED 3'-5' X 4'-7 3/4" WD. STAIN[/PRIME 4/401 1/402 1/401 - RHR - 217 19 Murroy Street 4th Floor t 212 267.9385 New York, NY 10007-2240 f. 212 267.6795 218 206-GUEST BATH A INSULATED 3'-5" X 3'-0 3/4" WD. STAINI PRIME 4/401 1/402 1/401 - RHR - 218 www onchorconsulhng cam Cs� ARL, T WINDOW SCHEDULE : POOL 8c STUDIOS G L U C R HITE CTS 137h1,A r"m, m loav WINDOW FRAME DETAIL SUN 1"i 2M.9 moo nz9xs oma FLOOR NO. ROOM CONTROL: SCREEN REMARKS NO. TYPE NOMINAL SIZE GLAZING FRAME SIZE MATERIAL FINISH HEAD JAMB SILL SHADES W X H W X H 128 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 128 TO BE MULLED WITH 129 & 130 128 129 109-POOL A TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN/PRIME - - - - 129 TO BE MULLED WITH 128 & 130 129 NOT FOR CONSTRUCTION 130 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 130 TO BE MULLED WITH 128 & 129 130 131 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 131 TO BE MULLED WITH 132 & 133 131 132 109-POOL A TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 132 TO BE MULLED WITH 131 & 133 132 133 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 133 TO BE MULLED WITH 131 & 132 133 134 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN/PRIME - - - - 134 TO BE MULLED WITH 135 & 136 134 135 109-POOL A TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN/PRIME - - - - 135 TO BE MULLED WITH 134 & 136 135 SERRA ORIENT 136 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 136 TO BE MULLED WITH 134 & 135 136 137 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 137 TO BE MULLED WITH 138 & 139 137 4263 sourrloOLD,ORCHARDSTREET NEW YeYORK 138 109-POOL A TBD _ INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 138 TO BE MULLED WITH 137 & 139 138 139 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 139 TO BE MULLED WITH 137 & 138 139 140 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN/PRIME - - - - 140 TO BE MULLED WITH 141 & 142 140 141 109-POOL A TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN/PRIME - - - - 141 TO BE MULLED WITH 142 & 143 141 142 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 142 TO BE MULLED WITH 140 & 141 142 143 113-STUDIO A TBD INSULATED 4'-0" X 6'-0" WD. STAIN PRIME - - - 143 GENERAL NOTES 144 113-STUDIO A TBD INSULATED 4'-0" X 6'-0" WD. STAIN PRIME - - - - - 144 i=RoJecr No 04003 1 145 113-STUDIO A TBD INSULATED 4'-0" X 6'-0" WD. STAIN PRIME - - - - F- 145 146 114-STUDIO A TBD INSULATED 2'-0" X 6'-0" WD. STAIN/PRIME - - - - r- 146 1. PROVIDE 3/4" THICK STRUCTURAL PLYWOOD PANELS (NOT TO EXCEED 8'-0" SPAN) FOR EACH 147 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN/PRIME - - - - 147 TO BE MULLED WITH 148 & 149 147 EXTERIOR WINDOW AND DOOR OPENING; AS PER SECTION R301.2.1.2 FOR PANEL FASTENING SPECIFICATIONS. 148 109-POOL A TBD INSULATED & TEMPERED 4'-O" X 2'-0" WD. STAIN PRIME - - - - 148 TO BE MULLED WITH 147 & 149 148 WINDOW SCHEDULE 149 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 149 TO BE MULLED WITH 147 & 148 149 2 ALL WINDOWS AND DOORS TO MEET OEXCEED ATSM E1996 (LARGE MISSILE TEST). 150 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 150 TO BE MULLED WITH 151 & 152 150 ASTME E1886 AND HAVE A U-VALUE (OO F 0.354. 151 109-POOL A TBD INSULATED & TEMPERED 4'-0" X 2'-D" WD. STAIN PRIME - - - - 151 TO BE MULLED WITH 150 & 152 151 152 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN/PRIME - - - - 152 TO BE MULLED WITH 150 & 151 152 153 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN/PRIME - - - - 153 TO BE MULLED WITH 154 & 155 153 154 109-POOL A TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 154 TO BE MULLED WITH 153 & 155 154 SCALE 155 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 155 TO BE MULLED WITH 153 & 154 155 156 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 156 TO BE MULLED WITH 157 & 158 156 DATE 06/21/04 157 109-POOL A TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 157 TO BE MULLED WITH 156 & 158 157 DRAWN. s9 159 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME, - - - - 159 TO BE MULLED WITH 160 & 161 159 CAD FILE. A.051 DWG /4\ . 05 160 109-POOL A TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 160 TO BE MULLED WITH 159 & 161 160 161 109-POOL B TBD INSULATED & TEMPERED 4'-0" X 2'-0" WD. STAIN PRIME - - - - 161 TO BE MULLED WITH 159 & 160 161 © Copyright Gluckman Maynei Architects GENERAL_ NOTE - ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, DOOR SCHEDULE : HOUSE 8c MUD RM . 5' ARRANGEMENTS AND DESIGNS REPRESENTED AND OWED OR REFERRED TO ARE THE PROPERTY of AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE DOOR FRAME DETAIL *** HARDWARE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR SCREEN REMARKS NOT. THEY WERE CREATED, EVOLVED, DEVELOPED FLOOR NOMINAL SIZE LEAF HR. DOOR CLOSER LOCKSET AND PRODUCED FOR THE SOLE USE ON AND IN CON- NO. FROM TO TYPE MALL. FINISH W X H ( ) RATING FRAME SIZE MATL FINISH HEAD JAMB SILL SET THRESHOLp **** *FUNCTION KEY - BECTON WITH THIS PROJECT AND NONE OF THE ABOVE 001 OUTSIDE 001-ENTRY C WD -0" - - 3'-2 1/2" X 6'-11 1/4" WD. STAIN PRIME 5/401 4 402 & 6/402 7/401 RHR - - - - - PROVIDED BY DYNAMIC \ m rn MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY 002 001-ENTRY 002-GARAGE H WD 2 2'-10" X 6'-11" - TBD WD PAINTED - - - - - - - - - �� w w �� PERSON, (IRM OR CORPORATION FOR ANY USE OR 003 001-ENTRY 001-ENTRY CLOSET D WD - - - TBD WD PAINTED - - - - - - - - - PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- ( > > SECT, EXCEPT UPON WRITTEN PERMISSION AND LL 004 001-ENTRY 005-MECHANICAL RM.2 D WD - - - TBD WD PAINED - - - - - - - - - DIRECTION OF GLUCKMAN MAYNER ARCHITECTS 005 001-ENTRY 001-ENTRY CLOSET D WD - - - TBD WD PAINTED - - - - - - - - 006 001-ENTRY 005-STORAGE H WD 2 2'-10" X 6'-11" - TBD WD PAINTED - - - - - - - - 007 003-UTILITY 004-MECHANICAL RMA H WD 2 2'-10" X 7'-7" - TBD WD PAINTED - - - - - - - - - NO. DATE SUBMISSION 008 OUTSIDE 002-GARAGE K WD 8'-6" X 7'-7" - TBD WD PAINTED - - - - - - - - - 101 OUTSIDE 108-MUD RM. FH WD 3'-0" X 7'-8 3/4" NA '-2 1/2" X 7'-10 3/8 " WD STAIN/PRIME 5/401 4/402 2/401 LHR - - - - - PROVIDED BY DYNAMIC GLASS & WOOD EXTERIOR DOOR GLASS & WOOD 3. 06/25/04 WINDOW PACKAGE 102 106-MUD RM. FUTURE POOL HOUSEWD GL 3'-0" X 7'-8 3/4" NA 3'-2 1/2" X 8'-0 " WD PAINTED 5/401 4/402 2/401 - - - - - PROVIDED BY DYNAMIC EXTERIOR DOUBLE EXTERIOR DOOR 4. 07/08/04 ISSUED FOR FILING PERMIT 103 108-MUD RM. PORCH WD/GL 3'-0" X 7'-8 3/4" NA '-2 1/2" X 7'-10 3/8 " WD STAIN/PRIME 5/401 5/402 2/401 RHR - - - - - PROVIDED BY DYNAMIC DOOR 5 07/08/04 ISSUED FOR ESTIMATE 164 108-MUD RM. 100-HALL WD/GL 3'-0" X 7'-8 3/4" NA 3'-2 1/2" X 8'-0 " WD PAINTED 5/401 4/402 2/401 - - - - - PROVIDED BY DYNAMIC 105 100-HALL 104-UTILITY RM. WD 3'-0" X 6'-10" VIF NA TBD WD PAINTED - - - - - - - - - 6. 08/16/04 PROGRESS SET, CONTRACTOR 106 100-HALL 105-LAUNDRY RM. WD 3'-0" X 6'-10" VIF NA TBD WD PAINTED - - - - - - - - - 8. 10/13/04 ISSUED FOR AMENDMENT 107 105-LAUNDRY RM. 106-POWDER RM. WD/GL 3'-0" X 6'-10" VIF NA TBD WD PAINTED - - - - - - - - FROSTED GLASS 108 100-HALL 107-PANTRY H WD 3'-0" X 6'-10" VIF NA TBD WD PAINTED _ _ _ 3'-O" ,. 3'-0" 3'-2" (+2" 3'-2' (+2" ML 109 100-HALL 100-HALL K WD/GL 3---07+2-FX 7-10 NA TBD WD PAINTED - - - - - - - - CLEAR GLASS 110 100-HALL STAIR M WD '-4 1/2" X 8'-6 1/4" VI NA TBD WD PAJNTED - - - - - - - - - 111 101-ENING RM. 102-DINING RM. L WD 5 -2 1 2 +2 X 1 -10 NA TBD WD PAINTED - - - - - - 112 102 DINING RM. PORCH B WO/GL 2)2'-7 1/4" X 7'-8 3/4" NA (2) 2-6 3/4" X WD STAIM/PRIME 5/401 4/402 & 8/402 2/401 PAIR REVERSE - - - - - PROVIDED BY DYNAMIC 113 102 DINING RM 103-KITCHEN J WD 3-0 +2 X 7-10 NA TBD WD PAJNTED - - - 114 109-STAIR HALL 101-LIVING ROOM H WD 3'-0" X 7'-10" VIF NA TBD WD PAJNTED - - - - - - - - - 201 200-HALL 202-MASTER BED RM. I WD/GL 3"-0 X V-10" VIF NA TBD WD PAJNTED - - - - - - - - CLEAR GLASS 202 202-MASTER BED RM. 201-MASTER BATH J WD 3'-0" X 6'-10" VIF NA TBD WD PAINTED - - - - - - - - - 203 201-MASTER BATH 201-WATER CLOSET K WD/GL 3 -0 +2 X 6-1D NA TBD WD PAJNTED - - - - - - - - FROSTED GLASS �r UL 204 202-MASTER BED RM. 203-SITTING RM. L WD 5 -2 1T +2 X 7--70 NA TBD WD PAINTED - - - - - - - - - P05 200-HALL 204-EXERCISE RM I WD/GL3'-0 X 6'-10" VIE NA TBD WD PAINTED - - - - - - - - FROSTED GLASS L-A 206 200-HALL 205-STUDY WD/GL 3'-0 X 6'-10" VIF NA TBD WD PAINTED - - - - - - - - CLEAR GLASS 207 200-HALL 206-GUEST BATH I WD/GL 3'-0" X 6-10" VIF NA TBD WD PAJNTED - - - - - - - - FROSTED GLASS 208 109-STAIR HALL 200-HALL I WD/GL 3'-0" X 6'-10" VIF NA TBD WD PAIINTED - - - - - - - - FROSTED GLASS (3:) CD 0 CD SWING SOLID SWING GLASS SLIDING SOLID SLIDING GLASS - INTERIOR DOOR INTERIOR DOOR INTERIOR DOOR INTERIOR DOOR DOOR SCHEDULE : POOL CX STUDIOS TBD (+2'") 3'-64" THOMAS POUSE CONSULTING ENGINEER,P.C. od W t 19TH smtl Nxxw Yolk. Nr 10011 f u I (z1z) sl-f ooz r". (11z) sss-Duos DOOR FRAME DETAIL *** HARDWARE I FLOOR SCREEN REMARKS NO. FROM TO TYPE N.A. FINISH NOMINAL SIZE (LEAF) HR. FRAME SIZE MATL FINISH HEAD JAMB SILL BOOR SET THRESHOLD CLOSER LOCKSET W X H RATING **** *FUNCTION F KEY 114 109-POOL 110-HALL G WD GL 3'-0" X 8'-0" NA TBD WD PAUNTED 13" w ANCHOR CONSULTING 115 109-POOL 112-SHOWER H WD 3'-0" X 8'-0" NA TBD WD PAUNTED - - - - - - - - - M 116 110-HALL 111-BATH H WD 3'-O" X 8'-0" NA TBD WD PAJNTED - - - - - - - - - > - _ architects+engineers 1 117 110-HALL 114-STUDIO 1 1 WD/GL 3'-0" X 8'-0" NA TBD WD PAINTED - - - - - - - - - 118 110-HALL OUTSIDE G WD/GL 3'-0" X 8'-0" NA TBD WD STAINV/PRIME - - - - - - - - - - 119 113-MECH RM OUTSIDE C WD 3'-0" X 8'-0" NA TBD WD STAINV/PRIME - - - - - - - - - - 120 114-STUDIO 1 OUTSIDE G WD/GL 3'-0" X 8'-0" NA TBD WD STAINV/PRIME - - - - - - - - - 19 Murray Street 4th Floor t. 212.267 9385 New York, NY 10007-2240 f 212.267 6795 121 114-STUDIO 1 115-STUDIO 2 TBD TBD TBD NA TBD WD PAIINTED - - - - - - - - - www anchorconsulting com 122 114-STUDIO 1 OUTSIDE TBD TBD TBD NA TBD WD PAIINTED - - - - - - - - - © ® OO 123 115-STUDIO 2 OUTSIDE G WD/GL 3'-0" X 8'-0" NA TBD WD STAINV PRIME - - - - - - - - - LARGE SOLID SLIDING D©OR TO STAIR BASEMENT INTERIOR DOOR DOUBLE DOORS NOTE: DOOR NOS. 102 & 114 LEADING TO THE POOL TO BE SELF-CLOSING AND SELF-LATCHING. S,ArGR D ARCH' Com 2� C<b0 f GLUCKM ltr *A`i� T E C T S x 8'-44" b, 3161 Jtl. Nrs10 1� wtJrLtxl RI 29290100 fox 2129290/03 NOT FOR CONSTRUCTION O SERRA ORIENT 4263 ORCHARD STREET GARAGE DOOR SOUTHOLD, NEW YORK GENERALNOTES PROJECT NO 04003 1. PROVIDE 3/4" THICK STRUCTURAL PLYWOOD PANELS (NOT TO EXCEED 8'-0" SPAN) FOR EACH EXTERIOR WINDOW AND DOOR OPENING AS PER SECTION R301.2.1.2 FOR PANEL FASTENING SPECIFICATIONS. DOOR SCHEDULE 2. ALL WINDOWS AND EXTERIOR DOORS TO MEET OR EXCEED ATSM E1996 (LARGE MISSILE TEST). ASTME E1886 AND HAVE A U-VALUE OF 0.354. 3. ALL DOORS WDH GLASS LITES TO BE PROVIDED WITHi INSULATED UNITS WITH TEMPERED GLASS SCAT 1/4"=1'—a" DATE. 04/05/04 ////���� CSY / \ * 0 5 2 CAD nD FI ELLE. A 05 Dwc © Copyright Gluckman Mayner Architects GENEFR,�_ L_ NOTE : ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON— NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN 10 OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO— JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. NO. DATE SUBMISSION 7. 09/14/04 PROGRESS SEE, CONTRACTOR 6. 10/13/04 ISSUED FOR AMENDMENT 2 2 1 THOMAS POUSE CONSULTING ENGINEFR,P.C. u� Mism s„Ia x.. ro,x. Nr loon r A.304 A. A. A.352 re (M) sa5_1oo2 Fa. (212) 645-3905 ANCHOR CONSULTING architects+engineers - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r — \- - - TI 161 160 159 158 157 156 155 154 153 152 151 150 149 148 147 / �� TTlr�— 119 19 Murray Street 41h Floor t 212.2679385 -- - -- - - — New York, NY 10007-2240 f 212,267,6795 IF www.aachorconsulting com HOW I I _ E__ _ _ AUTO-FILL 11 III 12 A.511 10 - - - - - - — _ - - - - - - - -- - - - - - - _ _ _ _ - - - - _ - - - - - - - -- - - - - - - ] EX'G. RETAINING WALL TO BE DEMOLISHED MCHRM HANDRAILS AND AS REQUIRED . RM. RECESSED HANDRAILS AND - RECESSED STEPS RECESSED STEPS ® C L U C K M`A '- .: J Rte- A'" H I T E C T S SKIMMER SKIMMER SKIMMER r 1 ,�, +A1 �° A.304 3ISt Oi" rad. Nr ioou �.-_ 4 m. emeza,oen ATH EL 6'-4 7/8' TU r - - - - - I NOT FOR CONSTRUCTION I I I I I I I I I I I I I I I I POOL EL +9'-0 7/8' 1 1 1 _- _ _ _- — -_- 1— — _ _ — _- — _. it - 4 A.51-1 2 0 — _a7 A.305 EJ + 7/e'I I I I I I I I I I 1 - - - L - - - - 1 L - - _ - L L - - - - L SERRA ORIENT -- IT T T ---' '---- _ -- - -- I - I - - - - — 118 I 4263 ORCHARD STREET —"'-----' ----" _" '" -"---- -- '- SOUTHOLD, NEW YORK 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 i - - - - — — - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _. - - - - - - - - � - -r — I PROJECT NO 04003 2 A.203 FLOOR PLAN: POOL MAIN LEVEL SCALE DATE, 06/08/04 DRAWN s° A . 10 4 1 FLOOR PLAN: POOL MAIN LEVEL CAD FILE. A104 DWG SCALE: 1/4' = V-0" 0 Copyright Gluckman Mayner Architects 1 GENERAL- NOTE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS NO. DATE SUBMISSION 7. 09/14/04 PROGRESS SET, CONTRACTOR s. 10/13/04 ISSUED FOR AMENDMENT THOMAS POUSE CONSULTING ENGINEER,P.C. 13 W,119TH 54e t N. Yolk. NY loon T=I (M2) s11-10 Fm (p19) fi45-]905 OUTLINE OF WALL BELOW - - _ - ANCHOR CONSULTING architects+engineersTT = - 19 Murray Street 4th Floor l 2 12 267 9385 — - - — — — — - New York, NY 10007-2240 L 212,267 6795 N - www onchorcansulting cam I G LVAL M R OF w a — - - - - - -- - - - - - -- - -1 : ' cry o . wa N GL U C KMiACN "IA � � A` Ys ITECTS N ^ , ,1y3-i(�� '�' n,oNY 10013 a- \ .--- r 211.92009]] K XTE T 0 PO L V LUX OOF BENEAT EX'11. 5 YLIG T P. — OOF OF Hou E NOT FOR CONSTRUCTION SERRA ORIENT 4263 ORCHARD STREET SOUTHOLD, NEW YORK I PROJECT NO 04003 ROOF PLAN: POOL SCALE 1/4"=1'—O• DAA 06/08/09 ROOF PLAN: POOL MAIN LEVEL DRAWN AD FILE Al A,aS DWG A . 10 5 1 � / SCALE 1,4. = 1._O" \\J/ © Copyright Gluckman Mayner Architects 1 GENERAL— NOTE - ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON— NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO— JECT, EXCEPT UPON WRITFEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS NO. DATE SUBMISSION 7 09/14/04 PROGRESS SET, CONTRACTOR 8. 10/13/04 ISSUED FOR AMENDMENT ivu z I I A.205 I I 118 11s / I I j I I 1n I — 1 J — — I 1 I 1 (— THOMAS POUSE CONSULTING ENGINEER,P.C. STUDIO 1 ,D W„1 19TH 54„1 W. Yo,,. XY 10011 FTMtel (212) 645-1002 tow (012) fi45-4905 j I r r r- - - - - - - - - - - - - - � � � DRIVEWAY r - - - - - - - - - - - - - - r r - - - - - - - - - - - - - - 122 I I I I I I I I I I I I I ANCHOR CONSULTING MANHOLE W/ architects+engineers EXISTING WELL O A205 L19 Murray Street 4th Floor t 212.267 9385 1 New York, NY 10007-2240 f. 212 267.6795 www °nrh,r .o .ulhng oom A.204 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � II II II I - - - - - - - - - - - - - - II - - - - - II - - - - II - - - - - - - - - - - - - - II - - - - - - - - - - - - - - I II II II II I I I I AEo q� j L I L `ytw shy r l 4 'M ,R F I T E C T S 1 " GLUCK < DN y0�H ,o, 54001 \ 1 120 / 1NY 19fin 23 V 212.9990100 \ / A.306 NE't'� m, 212e20 Daae L — LL - - - - - - - - - - - - - - EL - - - - - -- - - - - - - - JL - - - - - - - - - - - - - - JL - - - - - - - - - - - - - - T — — — — — — — — — — — — — — I L — — — — — — — — — — — — — L I ,43 A.307' NOT FOR CONSTRUCTION I L 441 EL + 6'-4 7/8" EL + 6'-4 7/8" I SERRA ORIENT ° 4263 ORCHARD STREET SOUTHOLD, NEW YORK 1 STUDIO j 145 � I I I j PROJECT NO D4003 L — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — —— - NOTE: STUDIO PLAN IS FLOOR PLAN: ROTATED 90 DEGREES STUDIO 1 & STUDIO 2 z 3 2 3 2 2 MAIN LEVEL A.352 A307 A.204 A.306 A307 A306 SCALE DATE06/08/04 DRAWN SB /� FLOOR PLAN: STUDIO 1 & STUDIO 2 MAIN LEVEL CAD FILE. A106.DWD A . 106 SCALE 1/4' = I'-D'• © Copyright Gluckman Mayner Architects GENERAL NOTE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS, NO. DATE SUBMISSION 7. 09/14/04 PROGRESS SET, CONTRACTOR 8• 10/13/04 ISSUED FOR AMENDMENT I I EXTENT OF POOL ROOF BENEATH - ------ ROOF OF STUDIO -t - I L L JI I - I I THOMAS POUSE CONSULTING ENGINEER,P.C. Id] We 19tH Slroal N1w Yrll, NY 10411 F. (YIP) fi45-1000 I I I For (P1P) b15—]905 I - DRIIVEWAY BELOW - — - I ANCHOR CONSULTING Ed N architects +engineers 0, • • U) 19 Murray Street 4th Floor t. 212 267 9385 New York, NY 10007-2240 F 212,2676795 0 www onchorconsulting com OfARL A W CL_ KALWALL 4 N SKYLIGHT TYP. KALWALL G L U C K M A Y sol on 'EeCTS o � N SKYLIGHT TYP. oa,5 r m 1n 12 cPs bbsa Li 1 NOT FOR CONSTRUCTION LL� G LVA U I I R OF Fi LL it SERRA ORIENT 4263 ORCHARD STREET GAILVA -UN SOUTHOLD, NEW YORK r ROOF I II PROJECT NO 04003 I j NOTE: STUDIO PLAN IS ROOF PLAN: ROTATED 90 DEGREES STUDIO 1 & STUDIO 2 SCALE. 1/4"=1'—O'• DATE: 06/08/04 DRAWN SB Q CAD FILE. A107 DWG / \ . 1 I 07 ROOF PLAN: STUDIO 1 & STUDIO 2 MAIN LEVEL SCALE. 1/4" = 1 -0" © Copyright Gluckman Mayner Architects 07NERP, L_ NOTE : SYMBOLS SCHEDULE CONTINUED SYMBOLS SCHEDULE GENERAL NOTES ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ASK UGHI' COORDINATE LENGTHS FlM ARRANGEMENTS AND DESIGNS REPRESENTED OR Tl oTI UNDERMINEr LULW MUGz13 z-FlM W/CABINETS TYPE SYMBOL DESCRIPTION MWUFACFR MODEL NUMBER TAMP REMARKS 15. ALL DATA OUTLETS TO BE SUPPLIED W/ CAT-5 AND RG-6 CABLES. 1. ALL DEVICE LOCATIONS TO BE CONFIRMED WITH ARCHITECT. REF. DATUM DIAGRAM REFERRED TO ARE THE PROPERTY OF AND OWNED BY FOR TYPICAL DEVICE LOCATIONS. DO NOT SCALE DRAWINGS. BRING ANY GLUCKMAN MAYNER ARCHITECTS WHETHER THE 16. ALL DEVICES TO BE WHITE, UNLESS NOTED OTHERWISE. DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHTECT. PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR SO gD UG. M(TON OPED SMOKE DETECTOR DETECTOR/ n Oct CEIDNG AIID. FlXNRE cLOBu. 9175 n sow wHIIE PORCEux DT THEY FRE 17 GANG ALL DEVICES WHEREVER POSSIBLE. 2. REFER CABINETRY DRAWINGS FOR DEVICE LOCATIONS WITHIN CABINETS. AND PRODUCEDOR THESOLE USEONAND INLCCON– NECTION WITH THIS PROJECT AND NONE OF THE ABOVE 18. FLOOR BOXES TO BE SOLID BRASS. 3. REF. TO A.150, A.151 AND A.152 FOR CEILING MOUNTED DEVICE LOCATIONS, MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY He Hp xuT DETECTOR cz ocz CEIDNC M. Fl%NAE BEA Teo Teo Teo PERSON, FIRM OR CORPORATION FOR ANY USE OR 19. ALL LIGHT SWITCHES TO BE TOGGLE TYPE BY LEVITON, RESIDENTIAL GRADE. 4. SEE MEP DINGS. FOR ADDITIONAL INFORMATION. PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO— I FACEPLATES BY SAME MANUFACTURER. ALL SWITCHES TO BE MOUNTED AT 36" AFF 5. ALL COVER PLATES FOR FLOOR MOUNTED DEVICES TO BE INSTALLED FLUSH WITH JECT , EXCET EP G UPON WRITTEN PERMISSION AND [C SWITCH PT OPI PENDANT KC NIC NO NIC (TO MATCH DOOR KNOB CENTERLINE, TYP) UNLESS OTHERWISE NOTES. FINISH FLOOR. JIl 20 ALL ELECTRICAL DEVICES (STRAIGHIT BLADE RECEPTACLES) BY LEVITON AND TO BE y1; 3-WAY SWRCH Pz O� PENW NO NIC NIc NIC MOUNTED HORIZONTALLY 12" CENTER LINE A.F.F. WHERE OUTLET IS IMMEDIATELY 6 U.O.N ALL �COLLOR AS SELVER PLATES ECTED EBY ARCHIL AND TECT. NO. DEVICES TO HAVE A MATTE FINISH NO. DATE SUBMISSION y' 3 ADJACENT TO A SWITCH OR SCONCE (ON PLANS) THE OUTLET IS TO BE LOCATED (CENTERLINE) DIRECTLY UNDER THE SWITCH, 7. CEILING HEIGHT INDICATED ARE ADOVE TOP OF FINISH FLOOR DATUM 0'-0". 4 4-WAY SWITCH SI I&Si WNL M. RIURE ROH& 9875 A sow WHITE PORCEUN21GANG ALL DEVICES WHEREVER POSSIBLE, UNLESS OTHERWISE NOTED 8. REFER TO FINISH SCHEDULE, DINGS. A.120, A.121 ANS A.122 FOR ADDITIONAL 7 09/14/04 PROGRESS SET, CONTRACTOR 4 . V CEILING FINISH INFORMATION AND SPECIFICATIONS. 8' 10/13/04 ISSUED FOR AMENDMENT 22. ALL DEVICES ON PAINTED GYP. BD. WALLS & PAINTED W000 TO BE WHITE WITH JAMB M. DOOR SWRCH SZ N352 WNL M. RNRE SIONCO OR BEGA TIED TBD OUTDOOR WHITE PLATES (SUBMIT FOR APPROVAL). 9. FINAL ACCESS DOOR LDC. TO BE COORD. WITH ARCHITECT. J 23. ALL FLOOR BOXES TO HAVE DARK PATINA FACEPLATES. 10. REF. CABINETRY DRAWINGS FOR LOCATION OF LIGHT FIXTURES AND DEVICES WITHIN _Fj =��WAI F1 NIORESCFM CABINETS. M(3) oFl w ucx we WOU_0 m, TS OW MP. 4 SS P4, UNLESS OTHERWISE NOTES, ALL DEVICES ARE TO BE LOCATED 8" CENTERLINE AWAY FROM ADJACENT DOOR TRIM OR EDGES,CORNERS OF A WALL. it. NOTIFY ARCHITECT OF ANY REQUIREMENTS FOR ACCESS TO EXISTING VALVE 0° HOGS LOCRY UNICO ONI11 0H M. SEETA-ext WI [�Mt AN"LOW �. CNIA OR &KO LOU TBD TBD LOCATIONS. 25. ALL EXTERIOR OUTLETS TO BE SINGLE GANG DEVICE MOUNT COVERS "RAINTIGHT" BY RED DOT OR APPROVAL EQUAL (DRY–TITE CCG). 12. COORDINATE DEVICES BEHIND FLAT SCREEN V'S WITH MOUNTING BRACKETS, PROVIDE vz p w too CM IM M.vwF &KO OR INUR COORDINATE TENGIHS RECESSED DEVICES AS READ. VNRIY DGIR THD mD W/ CMINETS 26. GC/ELECTRICIAN TO PROVIDE SUBMITTALS FOR ALL DEVICES AND LIGHTING FIXTURES PRIOR TO ORDERING/INSTALLATION. 13. ALL WIRING AND DEVICES MUST BE COORDINATED WITH MECHANICAL PLAN, AND REFLECTED CEILING PLAN. 14. REF. TO RCP FOR LOCATION OF LIGHT FIXTURES. THOMAS POUSE CONSULTING ENGINEER,P.C. 133 "- 19n1 Steel 1— 1.11 Nr loan T.1 (Hix) sus-noz F.. (zix) 9n9-Mix — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ANCHOR CONSULTING — 7L architects+ engineers IF- ill - , New York, NY - rr �f 272.26- 76795 Ih F t 212679385 www onehorconsug.camHOW TI - - - - r� VE ARC, C®MEM. EA G<o _ GLUCKl Rz , r H I T E C T S - - -- _ --L __ - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x O� slr"e —( - - -- - - - - - - - - AoTi — 13169 AOQ a.9e9.n,00 .Q o Oct � NY 1M13 r,I x u BATH \ NEN4, Im 212 9x90933 3M- r _ — -- 3C - _ --- - NOT FOR CONSTRUCTION POOL_ — —S2 S2 —w— w - -- IIT - I SERRA ORIENT ORCHARD4263 / SOUTHOLD, NEW YORK I I I I � I I I I PROJECT NO 04003 REFLECTED CEILING PLAN: POOL MAIN LEVEL SCALE! 1/4"=1'—O" DATE06/09/01 DRAWN SD A . 153 -� REFLECTED CEILING PLAN: POOL MAIN LEVEL CAD FILE A153.DWG Copyright Gluckman Mayner Architects SYMBOLS SCHEDULE CONTINUED SYMBOLS SCHEDULE GENERAL NOTES o E ERA OT TASK _GNT ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, TI 0 UNDERCAHINEI VDAVi MUG21] 2-FIM CaaRDDUIE LENGTHS Fl%T SYMBOL DESCRIPTION M UFACYR MODEL NUMBER LAMP REHNNS ARRANGEMENTS AND DESIGNS REPRESENTED OR TI W/CABwES TYPE 15. ALL DATA OUTLETS TO BE SUPPLIED W/ CAT-5 AND RG-6 CABLES. 1. ALL DEVICE LOCATIONS TO BE CONFIRMED WITH ARCHITECT. REF. DATUM DIAGRAM REFERRED TO ARE THL PROPERTY OF AND OWNED BY FOR TYPICAL DEVICE LOCATIONS, DO NOT SCALE DRAWINGS. BRING ANY GLUCKMAN MAYNER ARCHITECTS WHETHER THE 16. ALL DEVICES TO BE WHITE, UNLESS NOTED OTHERWISE. DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR sD SD SMOKEauEJECiOR cl Oct CEILING Mm. RXERE ODOM secs A NOW KNOB FORCED NOT. THEY WERE CREATED, EVOLVED, DEVELOPED 17. GANG ALL DEVICES WHEREVER POSSIBLE. 2. REFER CABINETRY DRAWINGS FOR DEVICE LOCATIONS WITHIN CABINETS. AND PRODUCED FOR THE SOLE USE ON AND IN CON- HDHEni DETUOR 18. FLOOR BOXES TO BE SOLID BRASS. 3. REF. TO A.150, A.151 AND A.152 FOR CEILING MOUNTED DEVICE LOCATIONS. NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY HD c2 Ocz cDUNc ME. FIXNRE eECA Teo Teo rep 19 ALL UGHT SWITCHES TO BE TOGGLE TYPE BY LEVITON, RESIDENTIAL GRADE. 4. SEE MEP DWGS. FOR ADDITIONAL INFORMATION. PERSON, FIRM OR CORPORATION FOR ANY USE OR (�/\� FACEPLATES BY SAME MANUFACTURER. ALL SWITCHES TO BE MOUNTED AT 36" AFF PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, NOCH PI "�/ P1 Paw NIC NIc NIC NIC (TO MATCH DOOR KNOB CENTERLINE, TYP) UNLESS OTHERWISE NOTES. 5. ALL COVER PLATES FOR FLOOR MOUNTED DEVICES TO BE INSTALLED FLUSH WITH DIRECTION EXCEPT UPON WRITTEN PERMISSION AND �J FINISH FLOOR. DIRECTION OF GLUCKMAN MAYNER ARCHITECTS, 1 ,/� 20. ALL ELECTRICAL DEVICES (STRAIGHT BLADE RECEPTACLES) BY LEVITON AND TO BE y; ]-wnrswrtcH Pz I IPY Paw NIC NIC NIC NIC MOUNTED HORIZONTALLY 12" CENTER LINE A.F.F. WHERE OUTLET IS IMMEDIATELY 6. ALL COVER OCOLOR A3 SELECTED WALL LBY AND CAB CMI DEVICES TO HAVE A MATTE FINISH N0. DATE SUBMISSION 'Y 3 0 ADJACENT TO A SWITCH OR SCONCE (ON PLANS) THE OUTLET IS TO BE LOCATED 1 (CENTERLINE) DIRECTLY UNDER THE SWITCH. 7. CEILING HEIGHT INDICATED ARE ABOVE TOP OF FINISH FLOOR DATUM 0'-0". y, -wnr sxrtcH SI K3s1 wAr1 LnD. FlMNRE cLOau se7s n saw wnlTE POflc¢Tx 21, GANG ALL DEVICES WHEREVER POSSIBLE, UNLESS OTHERWISE NOTED. 7. 09/14/04 PROGRESS SET, CONTRACTOR 'Y 4 8. REFER TO FINISH SCHEDULE, DWGS. A.120, A.121 ANS A.122 FOR ADDITIONAL 22. ALL DEVICES ON PAINTED GYP. BD. WALLS & PAINTED WOOD TO BE WHITE WITH CEILING FINISH INFORMATION AND SPECIFICATIONS. 8. 10/13/04 ISSUED FOR AMENDMENT AMB M. DOOR SNRCH S2 H3'Sz WML MN. HOENE BERM OR BETA IBD ED OIEDDOR WHITE PLATES (SUBMIT FOR APPROVAL). J 9. FINAL ACCESS DOOR LDC. TO BE COORD. WITH ARCHITECT, 3_0Y MOVON 23. ALL FLOOR BOXES TO HAVE DARK PATINA FACEPLATES. 10. REF. CABINETRY DRAWINGS FOR LOCATION OF LIGHT FIXTURES AND DEVICES WITHIN M(3) DETECTOR SWITCH Et AFI BUORE9cENT w MCHRxG WOULD B.Te IOW W. au ss P4, UNLESS OTHERWISE NOTES, ALL DEVICES ARE TO BE LOCATED 8" CENTERLINE AWAY CABINETS. HIGH VFIACBY UNICO DINING oUCHT DFROM ADJACENT DOOR TRIM OR EDGES,CORNERS OF A WALL. 11. NOTIFY ARCHITECT OF ANY REQUIREMENTS FOR ACCESS TO EXISTING VALVE DURET iLOOfl M. SO . B i° BE A-121 yl O° C� AUNFA OR NHO TBD IBD 1Bp VI VARIIY WMN. HDR. 25. ALL EXTERIOR OUTLETS TO BE SINGLE GANG DEVICE MOUNT COVERS "RANTIGHT" BY LOCATIONS. RED DOT OR APPROVAL EQUAL (DRY-TITE CCG). 12. COORDINATE DEVICES BEHIND FLAT SCREEN V'S WITH MOUNTING BRACKETS, PROVIDE RECESSED DEVICES AS READ. NY K)V2 �AINIYMIIGHN w°. VINE AL(0 OR UMw IBD TBD CWO/DAWINEEm 26. GC/ELECTRICIAN TO PROVIDE SUBMITTALS FOR ALL DEVICES AND LIGHTING FIXTURES PRIOR TO ORDERING/INSTALLATION. 13, ALL WIRING AND DEVICES MUST BE COORDINATED WITH MECHANICAL PLAN, AND REFLECTED CEILING PLAN. 14. REF. TO RCP FOR LOCATION OF LIGHT FIXTURES. THOMAS POUSE CONSULTING EN IINEER,P.C. H m c72I Y- (z,2) e4s-3905 \ T1 I / \ T1 I / \ T1 T1 T1 t 44k T fi ANCHOR CONSULTING architects+engineers 19 Murray Street 4th Floor 1. 212.267 9385 ii Ti / / T1 Ti / Ti New York, NY 10007-2240 f 212 267 6795 www anchorconsulting.com I I I I KALWALL 1I Aq PLIGHT L � GLUC Tr` R H I T E C T S IIT , _� Ybrl, NY 10013 } is z,z,9ss a,o0 Ti VTII". 2lzsu ae33 STUDIO 1 F_ ON NOT FOR CONSTRUCTION - - - - - - - / / T1 T1 T1 T1 T� ii 1 7 T1 SERRA ORIENT 4263 ARD STREET SOUHITHOLLD, NEW YORK / T1 \ / jTl \ / T1 T1 \ / T \ PROJECT NO 04003 1 � � T7 Ti NOTE: STUDIO PLAN IS REFLECTED CEILING PLAN: I ROTATED 90 DEGREES STUDIO MAIN LEVEL I I I I SCALE 1/4"=1'-0" Og/39/04 DRAWN REFLECTED CEILING PLAN: STUDIO 1 MAIN LEVEL CAD FILE. A154DWG A . 15 4 SCALE: 1/4• = L-D" \`// © Copyright Gluckman Mayner Architects GENERP, L_ NOTE : ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR wog REFERRED f0 ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE 0 0 0 PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED 7D DO 17) o AND PRODUCED FOR THE SOLE USE ON AND IN CON- --) z W NECTION WITH THIS PROJECT AND NONE OF THE ABOVE 0 I o o a MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY CD> CD p PERSON, FIRM OR CORPORATION FOR ANY USE OR =D z PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- 0- o ¢ JECT, EXCEPT UPON WRITTEN PERMISSION AND ¢ z I z v DIRECTION OF GLUCKMAN MAYNER ARCHITECTS F= ¢ ¢ Y Of Of p ao w I = J NO. DATE SUBMISSION 3a ROOF PEAK 7. 09/14/04 PROGRESS SET, CONTRACTOR -- -- 8• 10/13/04 ISSUED FOR AMENDMENT TFI 1T-2 3 4^ A. Id/ —I - -- - - - - - - - - - - - - . - - - -- 9'-0 7 B' T.O. FlN. FLOOR t 7 THOMAS PONSE CONSULTING ENGINEE$P.C. u� w .1 ism mn,, er mm, T.1 (R19) fi -1 2 Pox (PIP) fi95-3905 2 EAST ELEVATION SCALE: )J - ,,_o. ANCHOR CONSULTING architects+engineers I 1 11 -- 19 Murray Street 4th Ploar t 212.267 9385 New York, NY 10007-2240 L 212 267 6795 W I www anchorconsultin9,cam QoE I w IZ z I � LC) C:) M I p s p a' F'JiRp Lilo H Q I > Morf Ute ¢ I dZ GLUCK A� fe`< T1n ' R 'I H I T E C T S Z EL ¢ I ¢ T` e} ,QSP son 11-1 ox, xr lama �-' to W I Cy' Ckfyp Piz 929 oioo 3 F— L� 13 a 9E`h oa„ I 25'-2 3 4^ _- — ROOF PFAN NOT FOR CONSTRUCTION 77: — . SERRA ORIENT 17'_2 7 41 4263 ORCHARD STREET RD VE SOUTHOLD, NEW YORK I -- _ - -- -I - - - -- ------ PROJECT NO, 09003 119 151 -_- 152 153 0154 155 156 157 156 - - —159 160 - LLL � I - - - - � � - 9'-o 7 e^ EXTERIOR ELEVATIONS: -- - - _ - - – - -- TO FIN. FLOOR POOL - - - - _ I I SCALE: 1/4"=1'-0" DATE 06/09/04 DRAWN: OR A23. A . 203 CAD FILe. A2DDwc WEST ELEVATION SCALE: 1/4" = 1'-0'• © Copyright Gluckman Mayner Architects I GENERAL NOTE - 1 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, KALWALL SKYLIGHT TYP, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS NO. DATE SUBMISSION I ' I ' 7. 09/14/04 PROGRESS SET, CONTRACTOR E B.O. FWVE MAIN ROOF 8' 10/13/04 ISSUED FOR AMENDMENT I I 1 LL 20'-LEA—VE 1fi' o. snlolo 1 s z SN010 2 - - - - - - ___ 18'- 474' T.O. SUBFLOOR HOUSE UPPER LEVEL 1703' B.0 EWVE POOL - FlN7s . FlR. POOL 8015 BRO . . HOUSE MAIN LEVEL — — — — - - - — — — — — — — - — -L._ _ 8'_17 8' - -- - - - ----- - _. to DECK i.0. FlN. FIR. STUDIO 1 k 2 THOM POUSE CONSULTING ENGINEER,P.C. 133 Wml 19TH Shea Now Yllk NY 10011 — — y 11 (R12) 611-INI r — — — — Fo (zl* Sas-3Ks L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - 1 — _ 2 NORTH ELEVATION SCALE: 1/4" = I'-D'• T.O. Sl 4 UB 0 EWRY HOUSE LOWER LEVEL ANCHOR CONSULTING architects+engineers 12 19 Murray Street 4th Flaor 1 212 267 9385 New York, NY 10007-2240 f. 212 267.6795 www anchorconsulhng cam 9 (fes G L U G tAR C H I T E C T S zsH.a,o� sh.a w Yorh NY 11.13 ml zlz 9290100 25,_6. --- - - ---- / E B.O. SAVE MAIN ROOF --- -_ -- NOT FOR CONSTRUCTION -- - -- 20'-1, 16' -- -- a.o. FavE sTUDIa , s z -- - -- - - --- --- - - - 18-6• Low FAV­E STUDIO 2 SERRA ORIENT T.O. SUBFLOOA HOUSE UPPER LEVEL 4263 ORCHARD STREET --- '-' ---- --'---'--'— -- - ---'- SOUTHOLD, NEW YORK SAVE POOL I _ PROJECT NO 04003 — - s'-0 7 8' — — — — _ o FIN. Tx. Pool EXTERIOR ELEVATIONS: --- - - ---- -- - -- -_ I 10 — -- STUDIO -- - -- —- i-— - -- - --- - . , HOUSE MAIN LEVEL -- - - — -- - -_---.--- 6' 6E 8' T.O DECK T.O. FlN. RR. 0010 1 & 2 SCALE 1/4"=1'-0" DATE' 06/09/04 DRAWN S° A . 204 -� EAST ELEVATION °"° FILE: A204 TWO SCALE 1/4" = 1'—Q" 0'-7 4• T5IAB 0 ENTRY HOUSE LOWER LEVEL © Copyright Gluckman Mayner Architects KALWALL SKYLIGHT TYP. GENERAL_ NOTE : ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON— NECHON WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO— KALWALL SKYLIGHT TYP. JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS, i 2 N0. DATE SUBMISSION 5'-9' E R.O. FAVE MAN ROOF 1 7. 09/14/04 PROGRESS SET, CONTRACTOR 05 B. 10/13/04 ISSUED FOR AMENDMENT 20-11 11 16• 8.0. LOW FA SID010 2 ,9_- 4 7 40 - - - - - _ - _ — - -- - - --- ----- -- - i.0. SURROOR HOUSE UPPER LEVEL T7 Y 17 B.O. FAVE POOL - 3 qE e T.0 FlN. FlR. POOL TO SU 4 HOUSE MAN LEVEL TO SUBMOR s' 6 7 8' - - — — - — - — ----- — TO DE - - I I — -- - ---- _ T.0.4FlN.BFLR. STUDIO 1 & 2 THOMAS POUSE CONSULTING ENGINEER,P.C. 133 Wmt 19TH St_t New YON NY 10011 LI (L0) 0A5-1008 Tm (212) 6M15—]005 2 SOUTH ELEVATIONT.O. S-' "' = Y-o" LAB ® EFITRY HOUSE LOWER LEVEL SCALE 1/4" ANCHOR CONSULTING architects+engineers 19 Murray Street 4th Flaor L 212 267 9385 12 New York, NY 1 0007-22 40 F. 212 267 6795 www anchorconsullmg com EpED ARC GLUCKM A A TECTS �•- — " A 25 Hud I Sae1 NY 10013 12 �--�— - �� �, 139 929,mo6 25'-9' FNEN . rz1292995m E B.O. FAVE MAIN ROOF 9 \ NOT FOR CONSTRUCTION 20' 11- „ 16' R.O. FAVE SN010 1 & 2 19'-9' B.O. LOW ,EVE STUDIO 2 SUBFLOa 3 4 SERRA ORIENT T.O. OR HOUSE UPPER LEVEL - - ----"— _ Y 4263 ORCHARD STREET 1]'_3' sOl1TFI0L0, NEW PORI( __ -- — - --- - B.O. FAVE POOL PROJECT NO 0<1003 FIN. FIA. POOL 122 — TO S 1 a EXTERIOR ELEVATIONS: T.O. SUBROOR HOUSE MAN LEVEL iooECDK STUDIO FLR. STUDIO 1 & 2 SCALE DATE. 06/09/04 DRAWN 56 A . 205 WEST ELEVATION T.O. SAB 0 ENTRY HOUSE LOWER LEVEL CAD FILE. A205 DWG 1 scale: I" i'-o" © Copyright Gluckman Mayner Architects i \� 12 ROOF CONSTRUCTION: GALVALUME STANDING SEAM ROOFING &\� G E \ E F�P. L \ O T E 'g ICE SHIELD ON TOP OF J" EXTERIOR PLYWOOD ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR PROVIDE R-49 MIN. INSULATION FOR ROOF REFERRED TO ARE THE PROPERTY OF AND OWNED BY \\\ \ (2) LAYERS OF 4" RIGID INSULATION GLUCKMAN MAYNER ARCHITECTS WHETHER THE (R-25 E.A.) BETWEEN RAFTERS PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED EVOLVED DEVELOPED� \ PROVIDE X 4 WOOD STRIPS FOR VENTILATION AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE PERSON,DISCLOSED OIROORANYSE UDUBAO N, FIRORCORPORATION R 2 X 12 WOOD ROOF RAFTERS PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO— ECT, EXCEPT UPON WRITTEN PERMISSION AND IRDSMOUTH CUT. SIMPSON H5\'< BNOT EXCEED CODE LIMITATIONS FOR DIRECTION OF GLUCKMAN MAYNER ARCHITECTS,� HURRICANE TIE EVERY RAFTER. 11 I` / NO. DATE SUBMISSION 3x NAILER. I" DIAM. THRU BOLT ® 24" j O.C. STAGGERED, 6• 10/13/04 ISSUED FOR AMENDMENT 20'-17 12 ROOF CONSTRUCTION: III I�,lil B.O. EAVE STUDIO t & 2 GALVALUME STANDING SEAM ROOFING & ICE SHIELD ON TOP OF }" EXTERIOR 7,75 PLYWOOD CUSTOM J GALVALUME BOX GUTTER & LEADER. PROVIDE R-49 MIN. INSULATION FOR ROOF (2) LAYERS OF 4" RIGID INSULATION VENT SLOT �� (R-25 E.A.) BETWEEN RAFTERS CEDAR SOFFIT TO MATCH MAIN HOUSE \ w1ox12 v� \\\ \ PROVIDE j X 4 WOOD STRIPS FOR VENTILATION DO NOT EXCEED CODE LIMITATIONS FOR BIRDSMOUTH CUT. SIMPSON H5 HURRICANE TIE EVERY RAFTER. \� 2 X 12 WOOD ROOF RAFTERS R 7- NAILER. )" DIAM. THIRD BOLT ® 24" ' O.C. STAGGERED. BY 0. FgVE POOL CUSTOM GALVALUME BOX GUTTER & LEADER. } �\ VENT SLOT �1 CEDAR SOFFIT TO MATCH MAIN HOUSE THOMAS POUSE CONSULTING ENGINEER,P,C. T, 212)Ism sne.e x.w m,k. m loon W10X12 11 (a2)1.- '.z � _� Fon (31P) fi45-]805 �- WALL CONSTRUCTION: / WALL CONSTRUCTION: -SHINGLES \,_\� \ -BUILDING PAPER \ � -SHINGLES \� -BUILDING PAPER ANCHOR CONSULTING -PLYWOOD -PLYWOOD -2X12 STUDS -2X12 STUDS -BATT INSULATION (R-19) -BATT INSULATION (R-19) -VAPOR BARRIER ' -VAPOR BARRIER architects+engineers PLYWOOD —M" PLYWOOD >� ALL NEW WINDOWS & DOORS TO BE ANCHORED IN 19 Murray Street 4th Flaor t 2122679385 ��- New York, NY 10007-2240 L 219,267.6795 ACCORDANCE\ RECOMMENDATIONSHE TO ACHIEVE THERS DESIGN LISHED PRESSURE www.onchorconsulting,com �'\ ) SPECIFIED IN THE NYS RESIDENTIAL CODE, MAY 2002. RADIANT HEATED FLOOR -- s'-078 RNISH FLOOR POOL' GLU C KMnJf TIT �dR=-AI�'r HITECTS \ = T.D. f /1 d `350 uJzon 5[rez, oM NY Ifi]p 9 P 1a�6 yC) 2129290100 T!7i 1771 11 11 Flil illil 111 RADIANT HEATED FLOOR '1l ' 6" CONC. SLAB, SEE STRUCT. DWGS. 6" CONC. SLAB, SEE STRUCT. DWGS. NOT FOR CONSTRUCTION �+ (/ STRIP FOOTING, SEE STRUC. DWGS. U CTION STRIP FOOTING, SEE STRUC. DWGS. SII' VAPOR BARRIER & RIGID INSULATION FLASHING FLASHING i _ ro FIN FL STUDIO 1 & 2 SERRA ORIENT SLOPE GRADE AWAY FROM STRUCTURE �I ' 4263 ORCHARD STREET SLOPE GRADE AWAY FROM STRUCTURE SOUTHOLD, NEW YORK I" WATERPROOFING MEMBRANE DRAINAGE OR PROTECTION BOARD 1 WATERPROOFING MEMBRANE � � \�- PROJECT No 04003 WATER STOP DRAINAGE OR PROTECTION BOARD VAPOR BARRIER & RIGID INSULATION - SII WATER STOP ix/ �1y- FILTER FABRIC OVER PERFORATED WALL SECTIONS III �J FOUNDATION DRAIN PIPE. FILTER FABRIC OVER PERFORATED _ FOUNDATION DRAIN PIPE. / O\ SCALE I ) DATE 10/08/04 DRAWNCU0 A . 352 /^�\ LIN" N CAD FILE A.352 DWG / \ • 3 5 2 SECTION: (N) TYP. EXTERIOR WALL @STUDIO BLDG. 1 SECTION: ( ) TYP. EXTERIOR WALL @POOL BLDG. © Copyright Gluckman Mayner Architects — — — — — - - , i if /r� r 11A #�.:,I✓. ,;�i A tH'TF .ryS;'r�ST('x�k J'�n1 �zJr li4 ..v rj,li)�#�t, 4I 11; a 1h I� 1 . , J ✓ '.`.t . .i. .' b& i r,4xY"�WI I� kk`41'iJ'ri'1t El t v 1 I -SYMBOLS . LEGEND r ' MOR GIRDER � � � 4-4- NEW . . —. — ._:�- "—',—' —'— '— - -•: � -' .,� � ��—. .-, — —.—_, — _ _ Y -:.,_ ..._ ":.N- ,'1fi-a+ .{x, �i-�- s d,.", NEW W000- BCA _ — 1 - ----- _. ,.__. - ,,_.._.. -_� _. �.._ .----'-- --'---" " --'_-'- . ,_��.. -- T' -- --- - - - ----- ' --- --" --- - -- - -- - a-- - .._. ..__'.- -'- 9Sei2_-==. __._ ..- - `---- - 'OG7Qi , { n r x __- � . .,_.___ "` � __,.._..,._,_ •r�' "'—%-�=�r^i� BEAM OR GIRDER -__-.. _ __ -__ _. _ - __�.._ ; x __-_ , f .;- „ _ ; . '. . NEW STEEL I k� JOIST SPA I m . C o f PL 't� r .� ., RAFTER SPAN (SLOPED) -- -- I / - t�'CI�WEr1 H p 1 L Jl C r _ yl+ tx r L,! / L' 1 Gd4 ' t, G ' a R�PIQ G1. 1 a _ R B IDGING F BLOCKING G 0 R I ' r, , 3:-u-n-w rl x - . LINE 0 .BL C N JI1 I mf "rtMto r k LINE OF FOOTING F N X � f A7 1 E ' a y+� Y m i I i 3 MOMENT CONNECTION W1002 W10xY2 d 'Wi0x12 Wl'Ox12 Wi0x1ZW10x12 WlOii'T2 �' WlOx12 . QY TO 1$00.;- 155Ued t'q(';+ dPBnt(I'hglJ� i ; I ff ❑j WS111212 g�.H WlGX26 I - - I. i 2 -2x6 I_L._ -_ j� - 1: J ,,I ra 1 r2 aw;tL •k, r`Ix.Y` ',e 2 -28 __ - .._ __02 ___ , ' 2 2x6 .- �- � .0 � - -� � m d ,.. �L dt � rA d4 1 r rk I 1 ,y rV I NI iN +✓' IN �, POOLIt �. 4' �i��rl 'fib ISHEEP NATES h I N x . 7nFr 1, DO ,NOT SCALE FROM THESE DRAWINGS. ALL DIMENSIONS AND { _ _ _i r 5 rA,n1 , WITH - - — _ — — —I — — _ — .-I �, _73 — — — — — -_ — _ — _ _ ELEVATIONS TO 0E VERIFIED IN THE FIELD AND COORDINATED - — = — 1, ,— — — — '— - - - o 2 -2x9' J o f' _L2)-2'X6 '_i o '. _(?).-2x8._ ..; ,.:_($)-.2x8 _._. . — > E` THE ARGHITECTURAI,DRAWINGS. I L2) 2z9._..1- a .-- (.)- _, ,. a __ z sH ':�.�_ ,---,—m,- �� 2.,WHERE NOT SPEOIFICALLY SHOWN ON PIANS, PROVIDE DOUBLED`UP --; - x12T. x + X12 x ' " .r x op - __ _.. TW-fOx x _ - _ - _ ' . FOR ALL DORMER -- -- -- - --- -- - --- - - - - HEADERS. TRIMMERS, VALLEYS, HEADERS. ETC � _- _„___ ____-_ ___.___ _ __ _ ._ _- ._ __ - _ __ �� . , 'n� OPENINGS N AND FRAMING. IZ 3. WHERE.NOT SPECIFICALLY SHOWN ON PLANS, PROVIDE, DOUBLED UP, — — — — —. IILADERS, TRIMMERS. FOR ALL FLOOR OPENINGS. ..- -.:. ._ ._ - - _- - - - _ - -. ..._. .-, _ . -- -_.-__ . .. . _ . . . .. . , . ___ _ _ 1. . 4. FOR COLUMNS NOT SPECIFICALLY SNOWN ON PLANS, PROVIDE 'A - ”-- P -- -- - - - — - { Ia, MINIMUM OF (3)-2x6 BUILT UP SECTION AT EXTERIOR WALLS AND , �I - _ ! 1I - 4 BUILT UP SECTION T INTERIOR,WALLS BUT NOT LESS THAN (3) 2x BU A REQUIRED TO PROVIDE FULL BEARING WIDTH FOR THE SUPPORTED MEMBER: . . " . , - � . r.`'ra 1 L v ','M' t hwllr 1nw y .v�, il-k ' "'r .Lj,�, :"r[ f,. .ry 1{a x drt 6x4 x 5. 'BRIDGING, BLOCKING, AND CROSS BRACING LA S SHALL AND - _ _ ;� SPACING INDICATED ON THE BfRUCT1IRAL PLANS- SHALL BE INSTALLED " BEFORE LOADING JOIST BRIDGING SHALL BE INSTALLED AT INTERVALS POOi ROOF Framin .and FOUndatlOn !;*n F 13. �' NOT TO EXCEED 7' 0 C. ALONG THE LENGTH OF THE JOIST SPAN. A t 1/4 i':0" + I Illi) L._, I:' ., 9. FOR ADDITIONAL NOTES' & SCHEDULES, SEE 5001-5002. L- __ .I _ _ _ I ! __ ' ---- — I �M I ( y 1'.kY LOAD SCHEDULE I { !_ MC "WBx21� NIf C , 1 _ � � ANCHOR UfJ uk� ,'f i''.I x I archdacts+,engineers ; ' r'• a S I ' ',yS,Ia4 ya 11% r� TYPICAL KITCHENS _ LEVEL ROOF FLOOR' & BATES DECK _ �� _'.. _ __- _ - _" - _ _ - - _- - _ __- - - - - M4rrP Street 4tH FttlaY 1 °.t.; 122679 '9a, MAIN STRUGTORE 1D 10 10 10 _ - . .. ... .__ _ - .- - - - - - - - - _._._ — — — — — N -- d. j \514 I r 'IV - -_ - N IAL I .1 N — — s CEILING, MECH , INSUL. 5 5 5 N/A : - - I ,.4 I -�- _- 'r - New 'York, NY 100D7-8240 r r+, —_ WfOx1 Mc N 3 WTOs26, ,PnChofc4n Itln :c ri1 yfs � 4' LSiI`In� sllrjl* r'!, , ROOF FLOOR FINISH 10 - 5 20 5 - ' _-.--,1.-___..__..—^ ,_.. _-_ . .. -, .• _ -_ __ __—� I i � .. ' vlww N W � ft Ic QCs K u ,' TOTAL DEAD LOAD 25 20 35 15 r :_ — — "- — — - — X — — — — — — — —' __" — — -- — — — — — — — — — — '-' t', / — - Pn �'R4 '• Ix A�= / IIVf LOAD/SNOW LOAD —_-_ 30 4D 40 40 TOTAL_LOAD __-� 55 60 75 55 I ", I ® f, I '+Ci mK, Ax N Iao r.s. I 2 I . P' I. ALL LOADS IN PSI 'L WIND LOAD 0,1 MAIN STRUCTURAL FRAME = 20 PSE. WINO LOAD ON ^IADDING AND COMPONENIS = 30 PSP. ' 4. TI_ (TOTAL LOAD) DEFLECTION = L/240. I o I ` �OFE$$ 41 r Tn V A DEFLECTION = L 360, �� 1 al : k' 5 LL (LIE LOAD) / A, O� JOIST SPANS OVER 20' LL DEFLECTION - L/480. I r 6. F W10.t12 Wt z12 W10xi2 1 W10x12 I 7. FOR OEAMS DIRECTLY BUPPORIING FAASONRY, � W10x 2 r ,,.. TL DEFLECTION L/1000. __ I L ' L 1I - ., , I I I It� ���� � � 1 ' Y1 n s h ✓I^ wth. i I 7 ( F Y gatI� 1� " Ili I r _ G.L'UEBMAf✓ MhYNiLR A GM11'E TI { I i 1 ' I v I I 5 III f I W10x12 1 ' W10x12 rlr WlOx I2 W10x12 !III W10x12 I11 I I I I WVIr1 u C L �,�.. — _ — ._ _ l� 1 - — ?: a tt X41 �. Yn/ '+iLl rs: 'fJFL'I� I \ if OIIr:,4- �4 drV f n h .j , r� sv, l { Idr{f'AaPI . r I a r Ifi,�4y, .cs� A' W10x12 Vr10x12 W1 Ox1Z W16x,2 W10x12 W10x42 W 0x12 I )#lur rJ /idNl e,E,yiil3k k'I ,,;e - •Ib III n I orchard Street1r1 r� r- I c-.- Southold, NY - WIGx12 I v / 1 f I -� o i ; _ IIII I) _ (I p 4 1 r 1f I I d , PROJECT ND / M Y I �, NI 0 o q{ 8dr. _ f"I -Wt Ox F u I I I -- — - - - - - - — N — —:_ — -- - I � ,� n�--1TlT�Y�_ . _�_. I SCALE: ' ' '.4��t x 1" 6 3 +`4-,, li _ I DATE ,.14 Q4O4 �51 - - _ - - . - I DRAWN. - ML "' I tz'f - - CAD FILE:- � Studio Roof Framing and Foundation 1!4" 1,,d, 2 �] Cop r'i hR 6u�kmd» ISG AYehtect f Ca r " le A ' = I -Fi 1i qALRL,DRAWING5,'pS�P(ECIFI ATION5` P,� EAS REFEIfto M ARL' DPEOIppGEEN��T OF AND�N '01OY GLUCK�f'MAYNER ARCIRICT54HETH�t THE PROJECT FQR WN H THEY ARE MADE.LS IXESID�pR NOT. 1H 'WER '''C TEDD"EVOLVED'„ F'E0 AND PROppUCEp f '1FIE SIX 'VSE0 ANS JN,' OC N� NECTION WRH. PRORT AND NONE F E ABDVE MAY BE DISCLOSED'OR.G(ukN. OR USfD'6Y;ply COLUMN (SEE PUNI) PERSON FIRM, OR'CORPORA III I EOR ANYU- R, I TVP _. ._ --_ -, ` - — BASE PLATEON GROUT. OVER FON slzwNK DHECTIEICEPT UPON MAYNF tPA HNEC PROS t , E. 2x6 STUD WALL I r °s.', - I 2x6 SILL PLATE - r _ _ _ N0. DATE SUBMIS -- SfON ; -,-7-,---. V -AND AT FACH ENO o " :: I EPDXY BOLT U1 10:13.04 IssueA for AmendAjani >= 1/D A307 ANCHOR BOLT ® 2'-0'o.c. o , HILTI Hti GI COMPACTED FILL. m COMPACTED FILL - - u Tav - • � , ' �, lz VERTICAL F5 VERTICAL IT�� DAR 0 12"o.c � )]5 BAR 012"0.0 k HORIZONTALa m m ,I HORIZONTAL #5 BAR 0 12"o.c. € #5 BAR 0 127o.c. x I r OmZ f f a O' O a z LONG[NDINAL Fw'- LONGITUDINAL ., pl}.1 oz I 6" CONCRETE SLAB ON GRADE ' (4)-#4 BARS CONTINUOUS o f (4)-J4 BARS CONTINUOUS ©Q n o TRANSVETRANSVERSE w 4 RSE' o o ` #4 BAR 0 1270.c. > �m .., ' #4 BAR 0 12"o.c. , r o � 6x6 W;2.9xW2.3 W.W.F. WITHIN TOP 2" OF SLAB o Pl­ "' nk . COMPACTED SAND -' - UNOISNRBmi SUBCRAIIE' - UNDISTURBED SUBGRADE ,' .10 MIL VAPOR BARRIER '.p +,p /►�I1./'�' LAP is" sEAMs (TVR.) 17V1 014' V1t� f'JIUCT10" 3" CLEAR 3 'CLEAR X—rX X ^ X X X=X X )C—,—X X—X ' r n 4i0P3 r 3. 0• n.. ANCHOR CONSULTING NOTE REFERENCE ARCHITECTURAL DRAWINGS FOR NOTE: REFERENCE ARCHITECTURAL DRAWINGS FOR COMPACTED +en8 qe ers WATERPROOFING, INSULATION, ETC. DETAILS. WATERPROOFING, INSULATION, ETC. DETAILS. architeCtS I 19 Murray Street 4th Floor t 21226 ;9385 II T IC$I Strl Footing Stn Footing at L"'��L.In'Ln New Ygrk, NY 1Q007-2240 f. 21226 .6795 1 sz_ Typical Slab on Grade Detail wWw.q^ahorao 0 'ti 5 ADJACENT POOL STRUCTURE. VERIFY WITH POOL 'MANUFACTURER, SUITABILITY AND STRUCTURAL IMPLICATIONS OF TRENCH STRUCTURE Q. SET DIRECTLY ADJACENT TO POOL WALL. - PROVIDE SHELF TO SUPPORT DECKING PALETTE. 0 L U C K M A NM A Y N E R AR C''H IT EC TS DECKING PALETTE, REFERENCE ARCHITECTURALS. \ CONTINUE REINFORCEMENT AROUND TRENCH. x..Y. M13 - Y A . X —X—X-- ;J% X--'—X -x X �/ 62 X X 3'-0" VERIFY SERRA OR ENT s" x -X-— X_x y--X—' )Q"—X . f Qmhord Street Southald, NY COMPACTED FILL PROJECTNO. 4)� 7 r y m 4 Trench Section Ty h I C,a 1 Deta i I r� SCALE 1 vT DATE:, 10.04.05 ') r. . . :t ' .DRAWN: ML . ..G' ,FlLE: s 2, 03r 1 , t pCopyr(ght GI'uckmon Moyner AEChitpcts r5 „ ABBREVIATIONS SYMBOL LIST TRAP PRIMER SCHEDULE DRAWING LIST (:DENEF�RAL NOTE : ALL DRAWINGS, SPECIFICATIONS PLANS, IDEAS, ARRANGEMENTS AND DESIGNS RLPRESENTED OR NUMBER DRAT 5 DISTRIBUTION REARKS DWG, NO. TITLE REFERRED TO ARE THE PROPERTY OF AND OWNED BY ABBREV. DESCRIPTION ABBREV. DESCRIPTION SYMBOL DESCRIPTION GLUCKMAN MAYNER ARCHITECTS WHETHER THE TP-1 I NOT REC•IUIRED PREG1510N PLUMBING SYMBOLS, ABBREVIATIONS AND SANITARY PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR PRODUCTS MODEL P.001 RISER DIAGRAM NOT. THEY WERE CREATED EVOLVED, DEVELOPED PR-500 PRIME- RITE AND PRODUCED FOR THE SOLS USE ON AND IN CON- TP-z 2 Du-2 Du u W�''� UPON DELIVERY NECTION WITH THIS PROJECT AND NONE OF THE ABOVE A.G. AIR CHAMBER H.R. HOSE RACK e STACK OR RISER DE516NATION BASES RE D ROP MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY AD. ABOVE DOOR H.W. HOT WATER 3 INSTALL A MINIMUM PERSON FIRM OR CORPORATION FOR ANY USE OR A.F.F. ABOVE FINISHED FLOOR H.W.R. HOT WATER RETURN INDICATES NEW CONNECTION TP-5 3 DU-3roU-U B.F.F. BELOW FINISHED FLOOR I.W. INDIRECT WASTE � _-0 of Iz• ABOVE PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- B.T. BATH TUB K.S. KITCHEN SINK TO EXISTING FIN15HED FLOOR. JECT, EXCEPT UPON WRITTEN PERMISSION AND B.T.G. BRANCH TO CONNECTION LAV. LAVATORY EXISTING PIJINBIN6 FIXTURE TO TP-4 a Du-arou-u DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. B.T.F. BRANCH TO FIXTURE N.LG. NOT IN CONTRACT /i' / BE REMOVED BLW. BELOW 05.4 Y OUTSIDE SGREW 4 YOKE rI G.F5. CUBIC FEET PER SECOND PD. PUMP DISCHARGE NEW PLUMBING FIXTURE N0. DATE SUBMISSION GLC. GEILIN5 P.6. PRESSURE 6AOSE G.O. GLEAN OUT P.O. PLU66ED OUTLET -.T// EXI5TIN6 PIPING TO BE REMOVED CDD.P. GLEAN OUT DECK PLATE P.R.V. PRESSURE REDUGIN6 VALVE CONN. CONNECTION P.5. PANTRY SINK G.W. GOLD WATER P.T.R. PRESSURE TEMPERATURE ______-___ NEW VENT D.F. DRINKING FOUNTAIN R.G.V. RI5ER CONTROL VALVE D.I. DROP INLET RD. ROOF DRAIN -------- EXISTING VENT ON. DOWN RPI. REDUCED PRESSURE D.W. DISH WASHER BACKFLOW PREVENTER SOIL,WASTE, OR SANITARY 01,16 DRAWING 5 SOIL PIPING EL. ELEVATION SHWR. SHOWER EJND. ELECTRIC WATER COOLER SPK. SPRINKLER EXISTING SOIL, WASTE, OR F.A.I. FRESH AIR INLET 5.P.0. 501L FLU66ED OUTLET SANITARY PIPING F.C.O. FLOOR CLEAN Our S.S. SERVICE SINK 1 FD. FLOOR DRAIN ST STORM -I-4- BRANCH - SIDE CONNECTION FD.G. FIRE DEPARTMENT CONNEGTION STR. STRAINER F.F. FINISHED FLOOR T.5. TAMPER SWITCH ] GAPPED OUTLET FL. FLOOR URIN. URINAL FL. SK. FLOOR SINK V VENT -ST- STORM PIPING FT. FOOT, FEET V8. VACUUM BREAKER FT? 50UARE FEET (5aFT) VD. VALVED OUTLET FT3 CUBIC, FEET (OF) GUFT. V.P.O. VENT PLUGGED OUTLET _1114- INDIRECT WASTE PIPING PUMP SCHEDULE F.U. FIXTURE UNIT V.T.R. VENT THRU ROOF FUN. DR. FUNNEL DRAIN W WASTE G. 6A5 W.G. WATER CLOSET GOLD WATER PIPING PUMP DATA MOTOR DATA 6.V. GATE VALVE H.C.O. WALL GLEAN OUT NO OF MODEL HEAD IIN REMARKS HE. HOSE BIBS H.H.A. WATER HAMMER ARRESTOR HOT WATER PIPING NO SERVICE LOCATION PUMPS NUMBER 6PM FEET RPM H.P. VOLTS PHASE CYCLE H.G. HUNG GEILIN6 HOT WATER RETURN PIPING PROVIDE ALTERNATING FLOAT SEWAGE ROOMMECHGAL 2 SWITCH MODEL F5-3 - COMPRESSION n EJECTOR ROOM FEDERAL T5 15' 1150 3/4 208 1 60 INDICATES EXSTIN6 PIPIN6 t TO BE NARY RE ALARM WITH HORN (LIGHTER SHADE) 4 AUXILIARY RELAYS FOR BM5 CONNECTION. B B THOMAS POHSE CONSUDINO ENGINEER,P.C. 2 m w.n mm sx.w x..roxc m ,Sou T.I (2,z) 615-. ra. (212) 145-S EHI5TIN0 WATER CLOSET, LAV AND BATH EXI5TIN5 HATER GLOSET AND _AV TO BE TUB TO BE REMOVED WITH ASSOCIATE REMOVED. [115 FALL NEkI EI1;1URE5 ON PIPI1 5. INSTALL NEIA FIXTURES ON NE^I EXISTING ROUGHING EXISTING BATH TUB TO ROU6HII IG BE REIHOVED INSTALL NEI•I SHOWER ON IdEN ROUSHIITO EXISTING E`I5TIPI6 a" VTR � 4" VTR ANCHOR CONSULTING LL architects+engineers 11 1 11 -_- H- __ ROOF I I' I-/2" 19 Murray Street 4th Floor t 212 267 9385 2" i' B" H New York. NY 10007-2240 f. 212 267 6795 I/ _�_ -P www.anchorconsulting.com + _( �F— i T -Iii ii / V LAV 5�F-I-I/2" /yi. p-I-I/2" 1-112"--1' ! LAV I'hI/ �/ ', /T/ i BATH TUB 3" VTR 31. VTR 51 VTR GLUCKMAN MAYNER ARCHITECTS / q SH'UhI vso x.ewn s,mn ;N!%/'D %r„ � . � _ � %: J ( � ,'�-✓//'�' I II SECOND n 1 � �\ I-1� I i FLOOR tx ztz.czc.a,ao �11fi � -------------- 2"__ m. 21 x.ezc.om5 TTT iii >i / 2 ___�_—____ + _ 1 - ��' ---------------- ------------- 1-112 i r. ,rte l + - --- —+ +--- — — — -- 7/ i DOUBLE �/r +_ Doue� �� ��� / _ � 1 1 _ ++. / ' / / .,/ xF ---- -- - i NOT FOR CONSTRUCTION L AVPAhITRY PANTRY LL' (I1 1 1 1 / SIITK 71WICS 5I11,IK5 1 -� B•' rte—' l/' �� ' �C Ji' SINK 1 I i ' ` I TUB1 iII iII1 SINK . SERRA ORIENT TT 4263 ORCHARD STREET RYER HSOUTiOLD, NEW YORK�� 2� 2" I/2.. „/ /� JJ, GA. e iFD.iF.D.IFD.IFD. ,�I� /r'F-1 I i,<: GRADE iT.P. T.P. IT.P. IT.P. G.O. I - H Il v SII 3" i J J t 2 ;/.J.' '"!//7/ J / iii �- �'- {�- }�- / -I- ;L,., ,7; i Ci S ;/ __.r G.o. ISSUED FOR EXISTIYIo TO � '/ � �r GROUND FLOOR AMENDMENT 3�� S„ EXISTING HA5HIN5 EXISTI6IG INDIRECT MACHINE STAITDPIPE 5 B�� R~I^IA5TL- RECEPTOR October 13, 2004 TO BE REMOVED , Y TO REMAIN PROJECT NO. 04003 JV 3.. I EXISTING 4' SANITARY C, CRA ExI5TINO UTILITY EX-51INK EEXITINBUILD&5IC YSTEM SYMBOLS, ABBREVIATIONS SINK AND PUMP D SANITARY RISER TO BE RE-IOVeD DIAGRAM H16 DIAMETER x 31" DUIPLEX P i� HIGH SEWAGE EJECTOR , `E'-WAGE BASEMENT FLOOR ] EJECTOR (M i- (MAIN HOUSE) 15' SPM BASEMENT ` SCALE: 1/4' = 1'-0' HOUSE POOL / STUDIO DATE: October 12, 2004 V\ CE�yT o DRAWN SY A P SANITARY RISER DIAGRAM 0"� OB No. 04-518 ti � ro:w © Copyright Gluckman Mayner Architects OFESSIONP P.001 GENERAL_ NOTE : ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS, N40 42' 40"E 860.00' NO. DATE SUBMISSION 2. 05/17/04 SUBMITTED TO ENGINEERS 4. 07/08/04 ISSUED FOR FILING PERMIT 5. 07/08/04 ISSUED FOR ESTIMATE \ \ 6. 08/16/04 PROGRESS SET, CONTRACTO T 09/14/04 PROGRESS SET, CO S40 42' 40"W 450.00' \r / s� I NTRALTO / 1 6• 10/13/04 ISSUED FOR AMENDMENT III\ I 16. 04/12/06 ISSUED FOR AMENDMENT —— —— —— — ——— — —— — — — ————— ——— TTP —— — — — r PRIMARY --- --=----__- I BUILDIING I _ � I i ENVELOPE I RETAINING WALL -I ------_—-L I I RETAINING '- -- I WALL I II LIMIT (OF o CLEARING e AND GROUND I TFF _ _ I I II o DISTURBANCE THOMAS POUSE CONSULTING ENGINEER,P.C. I I — 93'-0" - _-- m we,i 19111 so-nm Now York. xr iaau rn lnz) 6r-JZ=ra. (az) �e-coos J I m o f I I -- — ——— --—————— — — ———p— — — —————— I I IwJ ANCHOR CONSULTING architects+engineers --- --- ---- — _—_u1CAPPROVED 1ENT OF 50' UNDER PERMIT NO. 19 Murray Street 4th Floor t 212267.93 85 34'-0'— _ I - OCT 13, 2004 New York, NY 10007-224D f 2 2.267 6795 W AMENDMENT. www anchorconsulting.com N I I U N O 0 NEW EXTENT OF DECK BEING z I w w 0 w = I FILED UNDER THIS 0 z m IAMENDMENT APPLICATION. ILd p Yin I I j0 j