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HomeMy WebLinkAbout26071-z FORM No. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27275 Date: 08/25/00 THIS CERTIFIES that the building ADDITION & ALTERATIOS Location of Property: 15155 MAIN RD EM/ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 23 Block 1 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 19, 1999 pursuant to which Building Permit No. 26071-Z dated OCTOBER 25, 1999 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 DORMER ADDITION & INTERIOR ALTERATIONS TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PAUL Z & JUDITH FRIED (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-532894 08/10/00 PLUMBERS CERTIFICATION DATED 07/21/00 HARDY PLUMB.&HEATING INC. iuthoriz.94 Signature Rev. 1/81 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. 26071 Z Date OCTOBER 25, 1999 Permission is hereby granted to: PAUL Z & JUDITH FRIED 172 CLINTON ST BROOKLYN,NY 11201 for CONSTRUCTION OF DORMER ADDITION AND INTERIOR ALTERATIONS FOR AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 15155 MAIN RD EM/ORIENT County Tax Map No. 473889 Section 023 Block 0001 Lot No. 004 pursuant to application dated OCTOBER 19 1999 and approved by the Building Inspector. Fee $ 255 .00 U Authorized Signature ORIGINAL Rev. 2/19/98 ,6 TOWN OF SOUTHOLD t BUILDING DEPARTMENT TOWN HALL A- 765-1802 J� APPLICATION FOR CERTIFICATE OF OCCUPANCY / �� A. This application must be filled in by typewriter OR ink and submitted to the buildin; inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lilies 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 2/10 of 17 lead. 5. Commercial building, industrial building, multiple reside es and similar buildi and installations, a certificate of Code Compliance from fr"�h t 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-confo mi`ug uses;_'1ou bjtet'she� '.'pre-existing" land uses: ''��tt 1 . Accurate survey of property showing all property line stZeets, build unusual natural or topographic features.2. A properly completed application and a consent to inspect signed- by_,thnIf a Certificate of Occupancy is denied, the Building Inspector shall. reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $115.00,,) Commercial $15.00 Date Z..mc,v . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . . . . . Old Or } Pre-existing Building.dldA- . . . . .Location of Property. .. r? Q � A) . . . . . . . . . .VA . . . . . . . . . . . . . House No. rr `_ (Street Hamlet Onwer or Owners of Property. Rp'.,_al. .� �t !iY: . 4 1 . . . . . . . . . . . . . . . . . .``.11. . . . . . . . . . . . County Tax Map No 1000, Section. . . .23 . . . . . .Block. . . . QA . . . . . . . .Lot. . .O . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . Permit No.oZ(40.'l"1*. . .Date Of Permit. JP4k5/1917 . . .ApplicanO.PT.N1R."�xiC .(Z.a-VA_°-,Y. . . . . Safi qvw" W�--D O Health Dept. Approval. .t—A.PA' :. . . . . . . . . . . . . . .Underwriters Approval.,445. . . . . . . . . . . . . . . . Planning Board Approval. .. . . . . . . . . . . . . Request for: Temporary Certificate. .ZQ. . . . . Final Certicate. .�?-5. . . . . Fee Submitted: $ . a cJ•.P?. . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . dux . SS'39 t� APPLICANT co 75 TEL. 765-1802 z , TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 1179 TOWN HALL SOUTHOLD, NY 11971 CERTIFICATION Date: -1 - 2-1- 0c) Building Permit No. 2LD a1 I Z ( Ia Plumber. AICI�rc. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I also certify that I installed an anti-scold and/or thermal shock preventing device at all bathing and/or showering fixtures in conformance with part 902.6(k) of the N.Y.S.F.P.A.B.C. (� Ql,u, ,C)"C) Q nc� J (plumber's signature) Sworn to before me this wME ECKVARRUI NOF 1";Pu-suc,SLAB of New" 1 day of �LU=V1 , �.�iRWf SUN0105 U* Comml"WExpi�{. 0� 2000 � (Notary Public) Notary Public, County THE NEW YORK BOARD OF FIRE UNDER ,RITERS 1 1195099 MUNSAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10039 Date AUGUST' 10,2000 Appn No. on file 19971600/00 N 532894 THIS CERTIFIES THATi only the electrical equipment as described below and inavdsced by the applicant named on the above application number is in the premises of PAUL & JUDITH FREED, RT. 25, E. MARION, NY I,the following location, ® Basement ® let FL 91 2nd FL GAR/OUT Section Sloek tot was examined on AUGUST 03,2000 and found to be in compliance with the National Ekebieal Code. FIXTURE RECEF ACU11 SWITCHES FI RA CooKINe DECKS M MAUST FANS OUTLETS nUORMC W OTMER AAAI. K.W. AMT. K.W. AMT. LW. AMR LW. AML M.P. 34 41 32 27 7 1 1.2 2 F DRYERS FURNACE MOTORS FUTURE AFF'LUNCE FEWIIIS SPECIAL*CW. TIME CLOCKS SELL UNIT NEATEN MUI DIMMERS AMA K w. OIL M.P.JOAS M.I. AMT. NO. A.W.O. AMT. AMP. AMT. AMPt. TRANS. AMT M.►. NO.OF FEET AMT. I WAM 2 F 2 - 3 600 SERVICE DISOONNECT �R S E R V I C E AMT. AM►. rM EAUD. T t sw T•aw a•sw a 0 4w of No.or M�- NO.a«anau Al. c*WA4 OMR AFTARAM: PADDLE FANS-2 WELL PUMP-1 G.F.C.IA-6 SMOKE DETECTOR:-7 JIM SAGE ELEC. INC. LIC.#3638E PO BOX 38 GREENPORT, NY, 11944-0038 GENERAL MANAGER 11 Per ThIR aETIM�nmat not bn aRsisd In aw nwmnor,Tmhtm to M»ofte of Ma Word Y fesbe kkmWW by Mak cadonftch. _,.„.. • Albert J. Krupski, President �OgUFFQ(,t Town Hall James King,Vice-President �O �j 53095 Main Road Henry Smith = y� P.O.Box 1179 Artie Foster C = Southold, New York 11971 Ken Poliwoda O Telephone(516) 765-1892 Fax(516)765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 26 , 1999 Conners Crawley Architects 211 West 61st Street New York, NY 10023 RE: PAUL & JUDITH FRIED SCTM #23-1-4 Dear Mr. Crawley, The following action was taken by the Southold Town Board of Trustees at their Regular Meeting on August 25, 1999 : RESOLVED, that the Southold Town Board of Trustees grant a Waiver to renovate two existing bathrooms and kitchen, replace existing roof, renovate second floor bedroom, replace north wall with new structural framing and glazing, and replace jack columns in basement with structural pipe columns, with condition that if any excavation is to be done that haybales be placed around pond area. Located: 15155 North Road, East Marion. However, this determination is not a determination from any other agency. If you have any questions, please call our office at 765-1892 . Sincerely, Alb RrC upsk�, J� President, Board of Trustees AJK/djh cc. Bldg. Dept. RIK'71� ;: ',f«ral AW" 1 loco AEC4-g, �XTS New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0373 Ohba John P. Cahill Commissioner LETTER OF NON-JURISDICTION October 20, 1999 Mr. and Mrs. Paul Fried 172 Clinton Street Brooklyn, New York 11201 Re: 1-4738-02457/00001 15155 North Road East Marion, New York 11939 SCTM# 1000-230-1-04 Dear Mr and Mrs. Fried: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of property located landward of the 10 ' contour on a gradual natural slope as shown on the survey by John T. Metzger dated 11/12/97 last revised 10/13/99 is beyond the jurisdiction of Article 25 (Tidal Wetlands) . Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, 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 which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15 ' to 20 ' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Rog Evans Per t Administrator cc: BMHP/MEP Jennifer Crawley D ` CONNE:RS CRAWLEY ARCHITECTS P.C. 211 WEAT 61 STREET 6111 FLOOR NEW YORK PPI 10023 TEI. 219.582.5460 FAX ?12.58"'-5467 DATE: February 18, 2000 rr t- - I TO: Town of Southold Building Department in Town Hall, 53095 Main Road "7 2 2 2TO P.O. Box 1179 Southold, NY 11971 4k 4 Alan: Connie FROM: Amy Routman RE: Application for Building Permit Fried Residence(SCTM #23-01-04) 15155 North Road East Marion, NY CONTENTS: 1. Three(3)Sets of Blueprints signed&sealed as follows: A01.1 Drawing Index, Legend, Project Directory A03.1 General Notes, Building Department Notes D1.1 Basement&First Floor Demolition Plans D1.2 Loft&Roof Demolition Plans A1.1 Basement&First Floor Plans A1.2 Loft&Roof Plans A3.1 Building Elevations 5100 Basement&First Floor Structural Plans S101 Roof and Roof Framing Plan 5102 Structural Notes S103 Structural Details REMARKS: Connie, As per your request, please find enclosed the above referenced materials which have been amended. Please call with any questions. r1 Sincerely, $f-bKe to cH 1TreteulFeiel14e Amy Routman Z(L 53Z q6G r , ReV%SeJ ?CANS iNU1CdTlN� SuUe %JRHt_ CHta- ALSO*' &Kegroe A&A., 560 J,'&O ATIP, &L JU&P►c Tc Ca1X((1X w f ►, SuaeuAy�•e,Z� � Albert J. Krupski, President SVFFO(/rC Town Hall James King,Vice-President �O� D�jy 53095 Main Road Henry Smith P.O. Box 1179 Artie Foster y Southold, New York 11971 Ken Poliwoda p � � Telephone (516) 765-1892 y�Ol �aO� Fax (516) 765.1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 26 , 1999 Conners Crawley Architects 211 West 61st Street New York, NY 10023 RE: PAUL & JUDITH FRIED SCTM #23-1-4 Dear Mr. Crawley, The following action was taken by the Southold Town Board of Trustees at their Regular Meeting on August 25, 1999 : RESOLVED, that the Southold Town Board of Trustees grant a Waiver to renovate two existing bathrooms and kitchen, replace existing roof, renovate second floor bedroom, replace north wall with new structural framing and glazing, and replace jack columns in basement with structural pipe columns, with condition that if any excavation is to be done that haybales be placed around pond area. Located: 15155 North Road, East Marion. However, this determination is not a determination from any other agency. If you have any questions, please call our office at 765-1892. Sincerely, Alb g pskli, Jr. . t G, President, Board of Trustees` AJK/djh cc. Bldg. Dept. Ali? 1000 CON N E Vi New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Am Facsimile (516) 444-0373 Imhof John P. Cahill Commissioner LETTER OF NON-JURISDICTION October 20, 1999 Mr. and Mrs. Paul Fried 172 Clinton Street Brooklyn, New York 11201 Re: 1-4738-02457/00001 15155 North Road East Marion, New York 11939 SCTM# 1000-230-1-04 Dear Mr and Mrs. Fried: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of property located landward of the 10' contour on a gradual natural slope as shown on the survey by John T. Metzger dated 11/12/97 last revised 10/13/99 is beyond the jurisdiction of Article 25 (Tidal Wetlands) . Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, 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 which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15 ' to 20 ' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Rog Evans Per t Administrator cc: BMHP/MEP Jennifer Crawley Albert J. Krupski, President $UFFO(�-C Town Hall James King,Vice-President �O� O�j 53095 Main Road 'yP.O.Box 1179 Henry Smith cm Southold, New York 11971 Artie Foster ca = Ken Poliwoda O Telephone(516) 765-1892 Fax(516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 26, 1999 Conners Crawley Architects 211 West 61st Street New York, NY 10023 RE: PAUL & JUDITH FRIED SCTM #23-1-4 Dear Mr. Crawley, The following action was taken by the Southold Town Board of Trustees at their Regular Meeting on August 25, 1999 : RESOLVED, that the Southold Town Board of Trustees grant a Waiver to renovate two existing bathrooms and kitchen, replace existing roof, renovate second floor bedroom, replace north wall with new structural framing and glazing, and replace jack columns in basement with structural pipe columns, with condition that if any excavation is to be done that haybales be placed around pond area. Located: 15155 North Road, East Marion. However, this determination is not a determination from any other agency. If you have any questions, please call our office at 765-1892. Sincerely, Alb Krupski� v`o President, Board of Trustees AJK/djh CC . Bldg. Dept. RECOVED A[P? 11000 New York State Department Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0373 IRMO John P. Cahill Commissioner LETTER OF NON-JURISDICTION October 20, 1999 Mr. and Mrs. Paul Fried 172 Clinton Street Brooklyn, New York 11201 Re: 1-4738-02457/00001 15155 North Road East Marion, New York 11939 SCTM# 1000-230-1-04 Dear Mr and Mrs. Fried: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of property located landward of the 10 ' contour on a gradual natural slope as shown on the survey by John T. Metzger dated 11/12/97 last revised 10/13/99 is beyond the jurisdiction of Article 25 (Tidal Wetlands) . Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, 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 which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15 ' to 20 ' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Rog Evans Pe t Administrator cc: BMHP/MEP Jennifer Crawley IEL 11) TIONS 0 NGVD to J Ij� �� ;• ZONE 100D AE � ��..4 Y °`aa •'. � ZONE X ". p ZONE X ZONE X a x ' JEL PI. K , u VE X APP ZONE AE (EL 10', aE \\\\\\\\\\\\\ _ 10) ZONE °�q . • X \ EK s hold ZONE X \\\\\\\\\\\ and « \\ POAD \\\\\\\ ryIAIN ZONE X \ r9 cy ONE X vis o��gUFFO(,f-cO Town Hall, 53095 Main Read y = Fax (516) 765-1823 P. O. Box 1179 .+- Telephone (516) 765-1802 Southold, New York 11971 moo! � dao OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD TO: Conners Crawley Architects (RE: Fried, 15155 North Rd. , East Marion) 211 W. 61st St. , 6th Floor New York, NY 10023 HELD Your Building Permit application is being TMMWl as incomplete for the follow'n reasons; I . Need letter of non-jurisdiction from DEC. b'�u ja•aa �� 2. New Hermit application completed with estimated cost of construction. t2tclA l0 -101 3. Need new survey showing Flood Zones for construction. DATED: October 1 , 1999 o��gUFFO(,�cOG S� y� Town Hall,53095 Main Roady Fax(516) 765-1823 P.O. Box 1179 - _ Telephone(516)765-1802 eP Southold, New York 11971 j OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD TO: Conners Crawley Architects (RE: Fried, 15155 North Rd. , East Marion) 211 W. 61st St. , 6th Floor New York, NY 10023 HELD Your Building Permit application is being]f6Y4ffM1ks incomplete for thg f flowing , , (-Mwmh reasons; rfl%WC�I '1' r,4^'SNnHM . 1 . Need letter of non-jurisdiction from DEC. - fwrpf- W vwf" 1n fVwv-jorly✓i(64-wln 2. New permit application completed with estimated cost of construction. 3. Need new survey showing Flood Zones for construction. DATED: October 1 , 1999 I I' L i f I v^ i _._ r l i nr,T 1 91999 CONNERS CRAWLEY ARCHITECTS 211 WEST 61 STREET, 6TH FLOOR, NEW YORK, NY 10023 TEL 212.582.5466 FAX 212.582.5467 T�i �17 DATE: 15 October, 1999 TO: Town of Southold `` ' i , S ow Building Department L.!{ Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 Attn: Connie FROM: Amy Routman RE: Application for Building Permit Fried Residence(SCTM#23-01-04) 15155 North Road East Marion, NY CONTENTS: New Survey showing Flood Zones New Permit Application REMARKS: Connie, Please find enclosed the above referenced materials. The final item is the Letter of Non-Jurisdiction from the DEC and will be sent separately. Please call with any questions. aF MAY 06 '99 12:09PM SOUTH0.0 TOWN HALL 516 765 IE23 p,1 HOARD OF NZALTH ............... IOU NO. 1 3 SETS OF PLANS ............. TOWN OF SOUTNOLD SORYSY +11�y� ]BUILDING DEPARTMENT CHECg iF�.hJ............... TOWN HALL SEPTIC Fold ................... ,OUTSOLD. N.T. 11971 TELL 765-1807 NOTIFYt CALL ...........!;,, ,. mined.................. 19.... NAIL TOt.................... Approved.................. 19.... Permit NO. ................ .......I........................... Disepptved a/c .................................. ............I...................... ...................................................... ................................ ('Building inspector) APPLICATION FOR BUILDING PSRNIT Date......kvhG......19.11. INSTRUCTIONS a. This application oust be completely filled in by typewriter or in ink and submitted to the Wilding Inspector W. 3 sets of Pians, accurate plot plat to scale. Fee acg6rd me to Kfiedfla. b. Plat plan dowing iodation of lot ad of brildings on ptmises, relationship to djoining promises or public streets or arras, and giving a detailed description of layout of property mut be dram m the diagram mhich is Part of this application. c. The woclit monad by this application rosy not be aoaenced before issuance of Building Permit. d. Upon approval of this application, the ,wilding Inspector will issue a building Permit to the applicant. Such permit dull be kept m the promises available for Impaction OrretSirout the wock. e. No building droll be occupied or used in-whole a in rat for any purpose whatever until a Certificate of Ocmpaay dull have been granted by the SAW%Inspector. APPL.ICATRTA IS HUM MM to the]Building Department fur the issuance of a Suildina P emit pursuant to the Ending Zone Otdiorrs of the Town of Southold, Suffolk County, New Tock, ad oelmr applicable Lata, Ordinances or leydationm, for the construction of b ilditp, additions Or alterationst or for ramovai or drool ition, as hatvin dsecribed. Mw applicant agrees to comply tdth all applicable latae, odieances, builds on&. housing codeLi end reWtIations, and m Beit m t primed inspecmrs m pgmises and in bui OR for nea inspected Cure Od ieant, or , iff (Nailing address of applicant) State whether app.licant is miner, lessee, agent, archiraca t, eegioeer, goral contractor, elactrictaAt Plumber or builds ...............I:d�-(<ii.ITw:........................................................................................... Noss of mar of prrmiw ....1�:V 1.f.Vlf t.... .._. pad ... ...rued ........................................ ("On the tar roll or latest deed) If applicant is a corporation, sigmttmr of duly authorized officer. .N.�ac. ...... . .... ............................ (Norm ed title of corporate officer) builders License,7b. ......................... PLurbers Lic Ib. ......................... Electrician. Licesme No. ..................... Other Trade is License No. ...................I I. Incatim of land on%hich proposed work will be done...ft T.MA�IPN.J.�-D.WJJ.Ok,SOVTk'�Lt�,tSV�.�PLEC.�7y, Ny • 15155 er{VM AJ ...................N.. ..... ...._.................................. ............................. House Satter Street Hadat Ceutty Tmt Nap Do. WOO Sectim .....L3........ flak ....AJ......... lot .-.�1.......... Subdivision ...................................... Filed I"WO. ............... Lnt ............... (Naas) 2. Stan existing usu ad wopancy of Promises and intended use and mtupaxy of proposal construction; a. Existing use and omgwwy ...SAN VL,�.;�AMlly �w�q;LIN ff... .................................... b. Intended nee and hIN VLG. (Rrn1�y.:C�WtiWIN b........... .................. MAY OE '99 12:09PM SOl1THOLcc TOtry µµqqL'� 516 765 1 P.2 u.wv,s I..ruui alquraore)r Ns+Wtidmg ........ . T.Oaltian .......... Aliara[icn ... Repair ............ Racial............. Ikmlitioo ............ Other kbdt ANTArMR1t-..A`rX*Mff0..... itieeerigalnn} Srtimeted Cost ............:............ fee .............................................. (to be paid on filing this application) It*+tiling, nadwr of dMIUM mite ............ prober of d elliq units on each floor ................ IfPreps, sober of cera ................................. If business, ®inial m Mind McIpanq, specify nnaa ad extent of sad:type of rw....N� ............. 1Niemsicoe net mdneio[aauetur«, If sty: prcnt..5�,: sear .rt5:3........ flrykl+ ...74:Z... Deilhc ...... r.3........... furor of S[orles Divieniona of sem shwtttr[e with attest pr additional front ...55.:3' . Baer .Sr1:3......... ooh Depth ....24.:'k.r......... digit ..... :.9.........Nnifer of Stories ...IMA..feral.' Diemmime Of''enrrtin nor comtructimi Front a.aur ...rp.5.:3i..., Depth .34.:�...... height ........ . ............. NDber of Stories ..1��Z,fTY:....... Niaa of lull Inaw ...LAO......... a. ...JJRtM......... Depth .)Z4-M.......... 1. Docs of Purchase, ..................... tlsie of Bonner Darer .,.........................I............ I. 7me or use district in%hich ptaism are situated ....k.AR................................................... f. Does proposed oaaerueeloo violate W7 ening In.ordinance or repletion: ...N P................. 3. Will lot be regraded .................... Will peau fill be moved fro preudess; vs No 4. Nene&of tAaar of paiaea pQVi;.,F,Fi,EO............ Address llt.yurrrdNSr.WFm!t!)IN:N.1 Phom No. 1Ai,25!A7 Nae of Ardritact Am.. .;LI,I,W.YIs1 STFEfeT NY!M( Phone go, }125i2,5i41f,6 Nam of Domraeter ................................... Addrea& ...............................Pisa W. S. is this property vithln MO feet of a tfdal variant? d PFS ..::�... lu .......... SIF M. 8MMiD Iadl 71IDB M FIMT 1My nd 4a]UM. KJDT DIAGRAM tocan clearly and distinctly all buildinp,fatter Meting or pmpamd, and indicate all mr-bark dimensions ine property lino. Chat street ad black nahar m dualptiw according to dead, and ohm&treat mama and indicate father interim ar wooer lot. STAIS OF pro lase, ,✓' D,l,#R or .Y�..p. .�.. ,1 .............hire;duly morn, depoeu mrd say&that"is the applicant (Nage of indivi"I owns contract) abm Head, Its is De .....ARu49MTt ................. ............................. (Contractor, spot, corlurate officer, etc.) of raid asset or nares, and is duly aatlairired w perform or have perlwited dei mid work ani M mks and file this appliestim; that all atatanaate contained in this application are true W the best of his iaoaledgp ad.belieff and that the ark wilt be perfoaad in the maser sat forth In the application filed thetewlth. Swan to before in this �y 1 y..L ......./..fd�ay of ..'�....�.......19. No .�f... tary Mli '.'.:.. P..,..... ... - .... "' . . r be eof ticast) ANDREW GREEN Notary Public' State of New York Qualifier) 1n New York County 11j Cl No. o'-GRrO13316... ... .- ... .., Commission ExpireS September 2'7,t9— CONNERS CRAWLEY ARCHITECTS 211 WEST 61 STREET, 6TH FLOOR, NEW YORK, NY 10023 TEL 212.582.5466 FAX 212.582.5467 DATE: 9 July 1999 TO: Town of Southold Building Department Town Hall Southold, NY 11971 FROM: Wanda Willmore RE: Application for Building Permit Fried Residence 15155 North Road East Marion,NY CONTENTS: 1. Three(3)Sets of Blueprints signed&sealed as follows: A01.1 Drawing Index, Legend, Project Directory A03.1 General Notes, Building Department Notes D1.1 Basement&First Floor Demolition Plans D1.2 Loft&Roof Demolition Plans A1.1 Basement&First Floor Plans A1.2 Loft&Roof Plans A3.1 Building Elevations 2. One copy of property survey signed&sealed 3. Application for Building Permit-Form No.1 4. ConnersCrawley check#2173 payable to Town of Southold for$75.00 REMARKS: Letter of Waiver from Board of Town Trustees will be forthcoming shortly after August 25" review. Please evaluate total square footage and contact us for the balance of the fee. Should any concerns or questions arise,call us at the above referenced phone number. ' l'Otid�.tiF5O ERS CRAWLEY ARCHITECTS 211 WEST 61 STREET, 6TH FLOOR, NEW YORK, NY 10023 TEL 212.582.5466 FAX 212.582.5467 DATE: 30 August 1999 TO: Town of Southold Building Department Town Hall Southold,NY 11971 FROM: Wanda Willmore RE: Application for Building Permit Fried Residence(SCTM#23-01-04) 15155 North Road East Marion, NY CONTENTS: Copy Letter of Waiver Town of Southold Board of Trustees(dated August 26,1999) REMARKS: To whom it may concern: I am enclosing copy of waiver to complete the Building Department's required documentation to process our Application. �S''hould any concerns or questions arise,call us at the above referenced phone number. ivlkik PVr/MV4-_ 765-1802 BUILDING DEPT. IN ON l [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECT 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING [ FINAL ( ] FIREPLACE CHIMNEY REMARKS: c DATE INSPECTOR r A y 765-1802 �OBUILDING DEPT. I ;PINUSPECTION / I FOUNDATION FOUNDATION FRAMING V,00 FINAL •+ FIREPLACE & CHIMNEY i _ 21� A0,oe DATE INSPECTOR i049 ga4r,� 07 i poop 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE IREPLAC & CHIMNEY REMRKS: 522 DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RE ARKS: OF r \/ 4 G DATE �-a� a' INSPECTOR ,26 c�71jw- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ZROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: 6°p� 0 h )W.�7a�� aAl---,62 1 gfz±:7 DATE INSPECTO M-1802 BUILDING DEPT. 1NSPECTI � [ ] FOUNDATION IST [ ] ROUGH PLBG. �G [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS: Ire 6K� DATE LC c% INSPECTO 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMAR S DATE Flcf � 490 INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL [ ] FIRECE & CHIMNEY t R S. r r DATE Gfl INSPECTOR 1 1 1 1 1 J� v� I i 10,ftow, r -� 1,1• � i BUILDING P�R_MIT R�VI�W CT��CK LIST Applicant/ ' Date Owners Name: PIq0 li Reviewed: Architect/ Date Engineer: Submitted: SCTM#: District: 1.000 Section: Block: Lot: Project f 5)55� Subdivision Location: 1 I t T Name: Sin&le&separate Requ� certification: 1Yes U 1Vo) �X 5?f l.�S (�►y,t Req. Req. Zoning District: [Lot size: Actual: C ee [Lot coverage Proposed: Req. Req. Req. [Front Yard Jk—Proposed:_I [Side Yard 20 Proposed: 1 [Rear Yard _ Proposed:_] Project Description: DdR.m.eQ hoprr,i>" C 8Lt2,2ftfUV5 70 ext rti,� J'i�y C�Atiw �y tII,tiS AGENCY PERMITS ermit REQUIRED FOR REVIEW N.A. N10_ YES Number Suffolk County Health Dept. New York State D. E. C. e}F Town Trustees IVe�' �— Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Z5, Notes: fl`�.1/�[Tf� � �eu.o�at�J. , ��e�► 4/1 o sCb �d t� STItm14L BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL . . . . . . . . . . . . . . . . . . Exani ...... 19.... MAIL TO: . . . . . . . . . . . . . . . . . . App 19.1.1 Permit No. .4 �DQ ��. . Disapproved a/c ..I...........:................ .................................. (Building Inspector) APPLICATION FOR BUILDING PERMIT ��11.�,tt,,, Date. . kek.. . . . . . . 19el'] INSTRUCTIONS a. This application oust be completely filled in by typewriter or in ink and submitted to the Building Inspecto, 3 sets 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 areas, and giving a detailed description of layout of property mist be drawn on the diagram which is part r this application. r c. The work covered by this application may not be camienced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Su, 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICM N IS HEREBY MAM to the Building Department for the issuance of a Building Permit pursuant to the Building Zane Ordinance of the Town of Southold, Suffolk Canty, 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. Ube applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and inW ung for �¢essary inspections. (S tore o1�'alwlwuicant, or�, if corporation. 2 n ver�►yr yI�t'Lew, (Mailing address of applicant) la � State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or bui ..........A.....►?.....?............................................................................................ Nave of owner of premises ..�' tUL ( f7 ��Vj7jj'{;}„ �I� ................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......!/�............................................... (Name arca title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. location of land on which proposed work will be done .N'a°�� 1..r vN.c°�.. .'} �"�....... Sid . .......ry' NY..... 1...5✓ No.?t# ..R�PrI�................................................ Hawse Number Street Hamlet County Tax Map'No. 1000 Section ...4� ......... Block .... nn!. ........ Lot ..."�T ......... Subdivision ...................................... Filed Map No. ............... lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ...�'�.� '� ���Y..��.�.�.. .,!lW� ......... y ....................................... b. Intended use and occupancy ...G'�.I. �t ��-1 ...�iw..i.�-.Uh�6 . .................................. 3. Kiture of work (check which applicable): New Building .......... Addition .......... Alteration ......_�..--N.. Repair ............ Removal ............. Demolition ............ Other Work IN1�S1�.AtJPl?,A 1e ..._ /- (Description) 4. Estimated Cost .1�0�. `?.......... fee .............................................. (to be paid on filing this application) 5. If dolling, number of dwelling units ............ timber of dwelling units on each floor ................ Ifgarage, nudmer of cars ...................................... / 6. If business, mmiercial or mixed occupancy, specify nature and extent of each type of use.N, 7. Dimensions of existing structures, if any: Front.. �'�.!...... Rear 1�9-3........ Depth .'.2 h iI ........._ Ileigtmt ... .'.��....... ... Nurdmer of Stories .4�z..�.'.J........... .... Dimensions of sanestructure with alterations) or additions: Front .r?.�:�✓..t .... Rear ..J...:........ Depth .... -C. '.4 m........ )eight ..?.��.:�✓........... Number of Stories 1 t h 8. Dimensions of entire new construction: Front .�.5.�`�......... Rear ..�J.��.:. ...... Depth 2&.' 2' I I lleiglit .. :.�✓................. Number of Stories IZ .. •........ 9. Size of lot: Front Jte.4�......... Rear �.��. 3........ Depth .!Z'2.'.0I... ... 10. Date of Purcha,:e ..................... Name o`: Fraser Ow:mer ........................................ ll. Zone or use district in which premises are situated .................................I.................. 12. Does proposed construction violate any zoning law, ordinance or regulation: .—4f?................. 13. Will lot be regraded .................... Will excess fill be removed from premises: YES NO 14. Nares of Amer of premises 'P��.4.!.1-'� p......._... Address [717.n1u INTVN T-' No7e.(2.Z5f�? Name of Architect��l.G..`.' W �.. .. Address Z11 A.6{� 1� Ptwre No2���.E5 �2 w, i Name of Contractor ................................... Address ...............................Phone No. ........:. 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO .......... t *IF YES, "ItUD 'IOM 7RDSIEE.S PE[AII'1' MAY BE Ii QHRED. PLOT DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street nares and indicate whether interior or corner lot. 7./1/0D Cbt�CCLACAO KDOWN MU0II M21 - IK2S STAIR OF N3'J/Y(A?K, IXAINIY OF flk'!.Y4l4.w........... J !N�.�-t............ 0....�.......� ............leing, duly sworn, deposes and says that he is the appl icanL _.... ' V (Name of individual signing contract) above owed, lieis the ...p_!' -j: Zr............................................................................ (contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that: all staterents contained in this application are true to Lhe best of his knowledge and bel.ieF and Lhat the work will be perfomed in the manner set forth in the application filed therewith: Sworn to before me this �1�-,�. a- ........... j ...._......f F.�day of A? .Ate?^::..... 19.J.5.... � ..Notary Public .... .. ... . ..-.�.-............. U to VARY S. BA'VRON � rgnaL'ure � Appl.ican[) NOTA NO 0uo, S TATE OF N.Y QUALIFIED IN N.Y. GOUNIY�(yo. COMMISSION EXp1RES OC 3J - , _ . =r , ,q ' ' f r s r1 { .y i ,, +, r s [ - - t "x t. ' .:x R 3s rr+ ss ria jxa. A }• l f frl; r < , � ,1 � ", s lt J :Y I �, Y " " �._ , .,ct. - "Y. 1 S � 'S Yf .,. Y ly. x t S> ck T ' t Psi tt °S t , 'Px � rF as p 1f y ) t ! t i 1 I ;,} xr x 1: s n , ' DRAWING INDEX ISSUES PROJECTDIRECTOR`l,' N° =�' °AFS ` "SubMlS$I�ilb� ` SYMBOLS MATERIALS „ r a r F - Z ' : 7 12 69,''' ISSUUED FOR D 0 9 r 'r - i • 9 15155 North Road East Marlon,NY 11939 r <rr .1 ' 4 r', 9. 'f P` T�T�E Vii` 5���` Surface Soil ¢� ¢ - Architect sr 6 fY, Cr y ^'j ee " � I +, Detail Number �/-_: ✓��� , SCALE 7 9 g9 I$SUEq FOR 91D fi yl < i oCE O iI�a r , III I 11.,.{ SoilQ. Canners Crawley Architects P.C. I. a " �"k 4¢ Hull ui�il • New Drawing 211 West 81 Street a,;r ' ,d g x,ax iY r,,.; (� Revised Drawing �,m Now York,NY 10023 i', , ., + '< _ x ( _ _ _ 8a _ 212.582.5466 Phone Kopper tubing d ing I 1s �� 'I yy'L '> 4ik �, iC t Gravel r 212.682.r>467 fax 0. : n e+1a S " 'CCS Building Sectloncycj� r t1'}i No Chan eThls Drawing _ $ r F t +; + 9 n9 eystem;pipingshallbe -" „� �Cf(�� ��.� x x , Gp _ o Remarks o Remarks Remarks Remarks Remarks p}types K of l on ---r-^�^ 1 P 1;'t r E' € i t" `rdu Loose Fill NO. TITLE Structural Engineers ", i r f z s �s s , r;" _(lr f'L1(�,o r l > a Ross Daliand,P.E. APPPOVED AS NOTED ;a e ` - ___- - ----_ -_ _-- _____ .. _ ___. . - -- _ - -- - ___ - _ - ___ - _- _ - -_ -__ --_ 40 Marys Lane ID t$"y9 6 .�{ �s`" "` 10 Sand/Grout(Monar Detail Section �- ARCHITECTURAL DATE BP >I " I. rt, __ _- ____ -___ --- . ---. _ __-_ __- - - __._. . __._ _.. - - __ .. - _._ __. .- N 2 A01.1 DRAWING INDE% LEGEND PROJECT DIRECTORY • • Charlotte.VT 064454 UND MMFKATE ' FEE,• 5'SA BY:" "G NrBP� r' .' ---i ---- ----- - -- - ___ ---._ - -- - -� -- ---- - - _.--- - -- __ - - - -`- 914.6872477 phone " IRED , INOWY BUILDING DE4PAM MEN7 AT , `,', " L n^ Concrete(Detail) A02.1 FINISH&APPLIANCE,FRTINGSIFIXTURE SCHEDULES 914687 2532 fax 765 1802,9 A y1 TO P FOR THE r _.._ __ __ _ --- - _ __._ __ __ - __ _-_ __-_. _ - - ._ _ _._ _ AIX3.1 _ GENERAL NOTES BUILDING DEPT NOTES • • _ _ -_ - R +l __--- _ __ _ ­_ -----I- -__ __ __- _ __ ___ _._ _.--_- -_ _-_- __ __-_ �'. 10 tt I Stone A04.1 MISC.DETAILS NOTES QUI ED ' rr S 10 . __ ) Detail Key I _-. `.) L _�,' __._ _._ _. .._ _-__ _ __- __ - __ _-- _ _ _- _ -. ._.. _ - - _ _ -_ 2. ROUGHURFeAM INC,11 &PLUMBING << i Ilz i - - - - - - - ---- -- - - -- - - _ OCCUPANCY OR INSULAT ON' - -- - - --- -- - - - - - - UNLAWFUL r r f'I - - - USE IS Plaster D71 DEMOLITION PLANS BASEMENT AND FIRST - ,- • • _ _ i�' • S, FINAL CONSTRUCT(I MUST;S ( % ` D12 DEMOLITION PLANS:LOFT AND ROOF-- -- - --- --- - - _ __ '_-__. __. - -._-_• - - _ - - .___.- ._-__._--- ---._--- _-_--- WITHOUT CERTIFICATE A F. 3 A3.2 1 - , _ Wei _ . -_ -__ _._._-___ - -- ______ --_ _..-_. _ -_ _ - _ _ __ _ ______ _- -_ 11 SHE flEOUIREMENTS OFT ` ri rlr> -- - BE COMPLE EFOf{CO ,`. Interior Elevation �,; -` '] - -OF OCCUPANCY 7LL SHALHE NY 'P7 }, 1 ' CONSTRUCTION TATE ONS I �' % ood A7 - --_ BASEMENT AND FIRST FLOOR PLAN _ --- _ -- _-. • _ _ - • -_- _ - __ _- -- -_ _ _ CODESC NO?RITES ONS LE EfQfl( 4 rrr,° ' 2 ,t , T . IB 1. '-l A7 2 LOFT AND ROOF PLAN • • - - - -_-_ DESIGN OR CONSTRUCTION ERNOyS4 , r , Y 1ee 1 TSC.- Yw -- 11 ,' < - _.- .. _._. -.. _ ___ - --. .-•__:-_ _ .__- - - -_ ._ ...--__ -- ___ _ -- - __--- 1t'}n r �xty i' y , ?, + f A2.1 FIRST FLOOR REFLECTED CEIUNG PIAN _ - _ _ _ - _ - - _ _ PROVIDE OPENING$ FOR , • A ' t ' r $- I€ Mit�Il�€ III --- -- --- - - _ ___ _._.. - PRovroc sroNE•DETEcTINa Y z, I „ t x xt ENTRY Elevation Made E F Rigid Insulation 3 LOfT AND FIRST FLOOR ELECTRICAL PIANS ALARM REQUIRED BY ESCAPE AS '> PROM,D Y4 I .. I , , x ° F a a +0 -° An -- LOFT AND FIR T FLOOR ELLE w -- ----_-_ -- --- _ - -------_ _- -- - _ _ ---- -----__-_ ---- AS TO AR&721.1 ENTERED B PART. 714 OF � . . RATED SEPARATION�TO , r ''�, R I $-+to'-o^ �h`,t' lk '11 Ben msulatlon - N.Y. STATE BUILDING CODE. - ',r PART. 717:3�T L 0� `" , d' '' fi _ Spot Elevation r s - - -------- --- - - --- --- - -- __ ____ S BUILDING COOL O l I A31 BUILDING ELEVATIONS-NORTH SOIfTH EAST WEST • • N Y STATE BUILDING ;, _-__- _.__ __-. __-__- --- _. .__ -_- -. _.__- - - - __ - 100 Room Number _ Wood Blocking A3.2 BUILDING SECTION-LOOKING SOUTH - , r ° � 11 L, > ut t + r 1A r i r y. __ . - ._ __ __ - --._ _.-_ _.__. _ _ _. - __ ___A3.3 BUILDING SECTIONS-LOOKING WEST&EAST AT STAIR #3 __. _ PLUMBER CERTIFICATION '' y 'v k t S s t r 'r ° �+s' Wood/Plastic Shim ­---- - ---- - -___. ______ - __ _. .. .. _-- --- - _ r o,s , e a r f`',% '. dAii-- Partition Type __ _--- --_ - - --_- - -_ ---- - - - - - - _-- - _._.._ _-_- --_ ____- --- ON LEAD CONTENT BEFORE PLUMBING 11NENNEED TNERNAI,$HTOCK_, ,, NTIN_ , r I r A4.1 EXTERIOR SECTION DETAILS n ' %,� Ferrous Metals A4.2 FJCFERIOR SECTION DETAILS. ---- -._ .. ___.__ --- __ ---- _ _- - -_ -- --- - _.____- --_-_ _ -- - -- C 30LD RT USEDE OF N WATERCUPANCY �. TESTING BEFOflE O re G ' ::` DEVICES AS TO PART,- 6(K),r, ti r,�F M I 1 p Door Number k � _ ,_ �� -- - --- 1 G CO 3 na.3 EXTERIOR ---ON DETA LS _ __ - - - --- E)(CEE 1 f0 OF 1% L E p x 11. -- ---- --- -- - ---- -- ------ -- - - - -- - DIN 'r0 v , r �/T SUPPLYSYSTEM CANNOT N.Y.N Y STATE B 10 Window Number ,,. ,� Aluminum LEAD• , tc „ �k Gs 1 }>( t , - - -- -_ .-- - -_ -- LL. 8 __ --_. .-_-_____-_- - -_- . r t Revision Number Gypsum Well Board I A51.1 STAIR#1,M2,93 1/2°PLAN3 _ - - _, - ' e F *ti ` ` d r 1Q -._ _.._ - -__- _T- -__.._.. _ _ ._._. ___._ .___.__ ___ ___- _ -_ .._. j x, a i a , k4r t I. A5.1.2 STAIR#1, M2 ELEVATIONS AND DETAIL•$ 5 � '.p, + r __ ___� ___ --__ -_.__. - _ _. _._ -__-..__- -__ --- -_ _... __ _ --_ -------- a L1 4 ,+ a °� O II 111111 111111 carpet AS 1.3 STAIR#3 ELEVATIONS AND DETAILS - '`i ' ' tja , rr g 101a Cabinet Number _ ___ ____- _. _- _ -- __ ._ .___ _ _. _ __ t / r " r c 8 A51.4 - - . -__. ____ -_ -- - _ - V11 II _ _- -_ --- - _ -------------- -_ _._ . . ___ __ _-- _____ ___ - __ _ __ .._ _. _ __ _ e T �1, I,Ij f tri ,� F Ceiling Mounted Vent Dampproofing AS2. MASTER BEDROOM BALCONY PLAN&DETAILS s° '` I'll d _ __ - ___ _ -- _-__ --- -- ___ _ __- -_ - I'll,I'll ___ ' _ _ _ _-I A53.1 MBATH&BATH 105- 1/2'PLANS ANDELEVATIONS __^._- - r. el�¢ "' yL. r t �s> r 'r nr+ 11 { ;� SD Ceiling Mounted I Concrete Block(Plan) 1W3.2 - _ -___ -__-. -_ -- _ _ - .-__ ____ _ - __ . __-_ _ _. _. _-___- •:;:, a � r 3 {` a ,{ J MASTER BATH BATH 105 DETAILS P r , $! ,c Smoke Detector A5.3.3 MASTER BATH&BATH 105 DETAILS I I '• '7 t ,f n s:; r r r d ____:_ ._ _ _. - -__ ____ ._____ _ -- __--___ -_- --_ _- . -- A5.4.1 KITCHEN 1/2 PLAN AND ELEVATICNS - - ` ° `r ° ° t x r _-_ ____. -------------- --- - --_.__ --- __-- __.- - -'-- - -._-. __ , r I 11m ., tir " t , wt ✓' A5.4.2: KITCHEN MILLWORK DETAILS - - -- - -- o ` i `e kr { + A55.11. MASTERBATH&BATH 105 MILLWORK DETAILS - �_ , ' .<- tih xsifrs ax,Y °r�.i lr ;' __.- _... .-_ _ ___--- _ -_-___ -_ - - - _ __ ._____. _ _ . -___.__. e T A5.5.2 MASTER BATH&BATH 105 MILLWORK DETAILS -_ __..--- _- ---- - __... - -. -- _ .-_. ._ __ _--__. A5.6.1 - ' tr f1 a , > M BEDROOM&BEDROOM 106 1/2"MILLWORK PLANS 3 SECTS. >f --- --- _-_ - _-.___ __--__ ._ _ . -_. -_ -. ____- ---- -. ._-- .} __- A5.7.1 M BEDROOM&BEDROOM 106-MILLWORK DETAILS ' ' t'! r R x i °i ,, ____ __ ___ __ _ _____ 6 Q __ _ _ _ _ .._ �_ _..._ ___ _ - __ _ _._ .____ _ _ 11- 1� r<r t 'A / I @}$ A6 NOTUSED + ; +ix i ? tr1 8 --_-_ -_.____ _. - - -- x � _ r '< v °j"' t r k r as+ J ___ __ -_-. _- -_.. ____ .__ __-. -__._ _ - ___ __- ---------- _ - ATI PARTITION TYPES AND INTERIOR DETAILS - ": � � __ -___ - -___ _____ -_ - _. -- _-.-__ ____ .__ _. .. _ .-.- - {ri T r x, f ABBREVIATIONS A7.2J DOORANDWNDOWSCHEDULES -- - ----------- ---- - -- --- - ---- -- - --- - - - --- v 1 x X7.22 DOORANC WINDOW DETAILS ____ D FLOUR. FLl10RESCENT POLY POLYLARETHANE A7.3.1 CEILING PND LIGHTING DETAILS - ` - , ACT ACOUSTIC CEILING TILE F.O. FACE OF FTN. PARTfiFION : r �I uVVIGy 1.r `, x v r AD. ACCESS DOOR FTG/FOOTG FOOTING Q.T. QUARFRY TILE ___.__ __ __ ._ _T -_ -_- - _ _ __ _ - _._.. ___ __ ___ __.-_ -- _ _ } } ' x' ADJ. ADJACENT F.P.S.C. FIRE PROOF SELF-CLOSING QTY. QUANITITY STRUCTURAL_ S �II�CL It -_-_.. --_- _ - -__ - __ __- __ _-_ ___._ -- _ __�. - --_ -- •- c,� r .;� `fit>X s . AFF. ABOVE FINISHED FLOOR FRAM'G. FRAMING R, RISER • a r1 7 r` ALUM. ALUMINUM GA GAUGE REO./READ. REQUIIRED 5100 _ _BASEMENT AND FIRST FLOOR STRUCTURAL PIANS-_ -_ _ ___ ___ - ___-.-- _ _-_-__ - r_ - G.C. GENERAL CONTRACTOR RH. RIGHT RAND { t aT '. pH, ASPHALT $101 LOFT AND ROOF STRUCTURAL PLANS____- __ _ _ _ __• ___- -_-_-_ -__- _ _ - - __. ___ ___- -_ _ -- _.�__ - 211 WEST 81ST STREET,NEW YORKCILY 1003 21258254"8 k< gg. BEADED BOARD GL GLASS R.L. RAIN LEADER • r r ` ' r r f ° ° «, BD. BOAAD GYP.BD./GWB/GB, GYPSUM WALL BOARD RM. ROOMI 5102__ STRUCTURAL NOTES r BLDG. BUILDING HARDWD/HDWD. HARDWOOD � SCHED. SCHEDULE T _ - T Yz 1 5103 STRUCTURAL DETAILS • sr, a BLK. BLOCK HDW. HARDWARE SHEATH'Q SHEATHING _._- ____ __ ..-_ -- __- - - - ..._ -- _ .-- _ r- _ ___ - k' `+ , 1 BLK. BLOCKING HTC/HEAT". HEATING SHF. SHEETf S104 ' STRUCTURAL DETAILS ' c 'I C r` .r t� 11 Y P ' a i BM. BEAM H.M. HOLLOW METAL SFIT.RK. SHEETFROCKTI 5 7 S °`t it t CABJCAST/S CABINET(S) - HR. HOUR SIM. SIMILAO ___- __-__.__-_ - _.__- „_,__T __ --_. _- --.-- -- - - _____ _.__-_ ___ -__ . 1 1. CER CERAMIC H.V. HEATING,VENTILATING SLY. SFAIArM - " ''cf o f x " 4 ,rr X r CERT./CT CERAMIC TILE INFO INFORMATION SPEC./S SPECIFICATIONS. ____�. _.__---__-- -___ _, - -- -__- -_- _ r " dis' : s+ - r3 B CLC. CEILING INS.pNSUL. INSULATION S.&P. SHELF&POLE -_- - -_ --- - -_ .. __-. __- __ - ' -_n - k� }t C f 4° T° r .. CL0ICLOS. CLOSET FRCS FLAT HEAD COUNTER SUNK SS. SLOP SINK _- .____- ____-_ -__ ------ -- ____ _- - _--- .- -__ r Frle i i 4 x v v t ,: C.M.U. CONCRETE MASONRY UNIT FPSC ARE PROOF SELF CLOSING S/S STAINILESS STEIEL --- - -` t ' ° a+ ` + '3 COL COLUMN JT. ' l JOINT STLJST. STEEL -_� _ _.__ _-_ - _-__.-_ --_- __---. -____ ____ _ --- _ - a e I P d` ' 1 x CONC. CONCRETE K. KITCHEN STN. STAIN I C CONST/CONSTN. CONSTRUCTION KITE t KITCHENETTE STOP. STORAGE �.-- _ -. ._ --------------- . __. _.__ - - _ ____1 - -__ --__ - __ , F I �:r ` �' { r ria >f a @S ti sr` B CONT. CONTINUOUS UL LEFT STRL. STRUCTURAL r r 1155 North oad ' . ' ill SUSPD SUSPENDED ---_ _ __-.______ -.-- . _ --. -_.__ _-_ _ _ ____, --_ - .-_ T____ Yt rT,tx , y r( ' CORR. CORRIDOR LOC. LOCATION - SYS. SYSTEEM - ' ' e w11 CPT. CARPET LT. LIGHT. . ____-_� _ --___----_.-_ __ - ._.-_ __ -T -- -_-_ - _._- __ _ �. �_ era I�°t /rd,IF [ ntL} y r> `% v East Marlon e.VY $ CTR. COUNTER MAX MAXIMUM T. TREAD) : r - r r r9 I�I DEMO. DEMOLITION MAS. MASONRY TEL TELEPPHONE., -____ _--_____- .- _-__-.-:. - _ --� ___-- �__� _ -.. TER. TERRAZZO - �' ', 7 "I +x R47s�' S, '"r-' t. ss 1s t, aY ✓ DET. DETAIL MECH. MECHANICAL THITHK. THICK;- _ - -_ ___ - -___ _. - _ _ t DIM. DIMENSION MFR.(MFGR. MANUFACTURER T.O. TOP O)F ,; Y tt "'r c I ON. DOWN MIN. MINUMUM -_.__ ._ _ __- -_ -. _ -__ __ - _ _ P ' x a ON. DRAWER MIR. - MIRROR TVP. . TYPICAL _ t 5 a `! DRAWING/.. M.O. MASONRY OPENING VB. VAPORY BPARIEFI _.____ ____. _. _ _ - -_ -- -.- - -- -,-•- -= -- - ° t` "ti r 2$r t4�` > ` b � ,A ) 1 . DWGJS V.C.T. VINYL I COMPOSITION TILE ' EA. EACH M.R. MOISTURE RESISTANT 1 ' • T r a :t t r + p%� r t tt �_._ __- -___ _ -_ __ _-, --- -_ -_-- -- -- TAA ( ' RIC ELECTRICAL MT. MARBLE TILE VENTWG. VENTILLATING ._--_ '-­­-- . DE l ELECT/ELEC. " ELECT (ELECTRICAL) V.I.F. VERIFIY IN FIELD - _ E EL ELEVATION- MID. MOUNTED - -___- -- _- ___ _--. _, _- --_ ,•r, D WING N X , T r LEVJ VIN. VINYL . _-__ - __ _ --___ -- - -_ - - ! r „ ..t t, 4 Pay` ,"x.1 e , r r11. x'34 A ,;1. EO. EQUAL MiL/MET(M. � � ' METAL __ -. -� - . ---- -,.T --.-� m LEGENQE N.I.C. NOT IN CONTRACT W. WIOTHi , ' , EQUIP. EQUIPMENT �_-_ a 'x.- r , n 1 z ! ., ( r+._f f 1' I "r,::. ,t*t.: . �- ._._�- -__ - ___.� __ -"_ - .-.-.r. -_.- . y ETC. ETCETERA' NOM, NOMINAL W/ WITH -j,-.-_ , ___ -_-__ _-_-__.- `.`. K 1 a:.'ii s I r'e:'s., t rx 1 -If x �s z :rr r , r I NOT TO SCALE WC WALL(COVERING ' �" F_XFI. F�(HAUST N.T.S. " WD. WOOD _--------.-_____--- __-- -.--_ -_ _ --_._ _ _ _.._._ -: .- -<._._. ! :' r x ,: O.C. ON CENTER .--- "-`'__- v : t (kr D,A .y a1- "" 4?.1 11, t kh,t>r e .k.1i .w ', EXIST./EXIST". ' . EXISTING R OOF __ -. --___._ -__ :T__,__-.-., --'- --_ ._.� ;t_ ; .:. . .: _,.^ •(E C ' „ + ,fi;^.l FXT. ER. . EXTERIOR - O.H. OPPOSITE HAND W.P. WATEf PR „ , . e.,. T . /EXT WATERT RESISTANT : • , r _ _____ =--.- ' ;.. R.4 �y/T v * . r,", ,. y '! . r:'� 5 x :. c r '. '4 - ' OPENG. OPENING .v :. 7 FLOOR DRAIN W.R. __,-.�-.__- _- _-_-^-•-- ,-- _ ____ -_ -:-_ -_-. , -`- -;-.: - „ . ,.:. x. , . • ! •', t r•?u 5 tl a`.Lfi. rt...; r } r F.D. 0 - W.W.M. WELDIEq WIRE LAESH, . .-. � . , ,... :.. L . . . "� �. ALE ..-:r NtS „-:y r, FINISHED FLOOR OPP. OPPOSNE ' - _ • , F.FJ FIN.FLA. LESSOTHEPWISENQTED - - ' - ry U.O.N. ILL U '-r.--:--,-_.___ _--_ �_- ;_.-- _ �._-_-'__ <<- T__ _;'�.. s',. } 1. .;v3 -.� t, r.',,` r i t.; s.: .. 1..:. !;,4, .,x,. FIN. . FINISH PAINTD/PTDI I% •, ,;:. , ,,:. ' : , ' ` . - 1 , 1°{ ", .n. + " s x. , t r �..�TM PAINTED ..`.a 'Li .- .___ ._ .-..T_ ..T� _ -'. 'cT.:-- _ .__. ,c DATE , 07 X19 '" x FUR, - . . ., ,. FIXTURE PT. ...--.� ___._-___ _ T_.._ ____ "._ a.. �v •," 4 Rx ". ..r 3 L R P.L✓p.LAr.V , ,,,, r`, . > ,.JI 'r .r: ` ia' .. PL4S.LAM: PLASTIC lAM NATE . .- -.__..r _ .---- . __ .-r __ -- .. ,, 9 <^3b02 aAWN;:x , r. r r . ye ,, --,- __-- a - ... , ,:. , c> ,. 't l .. „+,r •.,. -r,i x �,^ r:i r x1,311 s t rrx x r j•'. •As'bxk.e. l , . ,•I•. I ..., _ ` I. .r tt1 tf lY .,. �'.,5 1 , ,,, .': ;, ,. a L,*;,L '. t , r :...•,Y , x '.J.,.> . W` +, i'._: t a . , t ' , byJ'. Q 4 .- rr .c,L ..:. . : :.:;, , , . . _ , ✓. .':; "v. ,. r,: 'n• ,x, v v rA "f 1 {P. . q ' r I 1 a b4 yrs C LQ awl AF = ", Q<:, t ,0.,c. , " t ay DhNRc z. ,, I , %( �r . ., " r ,`•-i ° rF . ''r tl,r; , r us S at rtv-fir s I. . .. ,, , c n t,, v t , p„ • >s..." t, a . ,j. F l''. ryrrr eat I,- ' y 1 h , _ t, :3x . , s, a , �' x Y � 1. { 5T{ 1 : 4 ) 11yT, TiI�.3 nn< f It,f Ir i.. ' _ . _.e .� A � a w . ,> , .tiS_ `^x. , t 4c, _ ',. >. �ih,_n_ '�_S_ . _.�� °` ,v }:5 a & I Td .. Jv 11 C t 7 5 11-1 1 - 4+ h / t; t ! fid { /ll,S J N T i , , >? � ,,, J ` { 4 + w g fh�+� f s I I o- I att s ✓, 10- r 7 11 I �. F1., T�+ x/ "t +,It+1rJh"1Y tF ' s ffJr � GENERAL NOTES AND SPECIFICATIONS GENERAL NOTES AND SPECIFICATIONS k. ' s a 1 1' '> l, ` 11�1, 1 . 't a w , ,+,, a Ay c E 0 =+ 1. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE, 31. ALL WORK SHALL BE CONSTRUCTED OF FIREPROOF AND FIRE RETARDANT MATERIALS AS - ++`,+f+ k}ti•'11"{ ✓ c ! 1 1 ` a ':T , J ,1. STATE OF NEW YORK UNDERWRITERS,ALL FEDERAL,STATE,AND MUNICIPAL REQUIRED BY CODE. - 13. CONTRACTOR SHALL SUPPLY FOR APPROVAL,FINISH SAMPLES OF WOOD PRIOR TO INSTALLATION. r gr '� s 11 LNo,� , DATE SUBMiSSIgI� AUTHORITIES,AND ALL UTILfiY COMPANIES HAVING JURISDICTION OVER THE WORK. 32.CONTRACTOR SHALL MAINTAIN PORTABLE FIRE EXTINGUISHERS ON THE PREMISES AT ALL TIMES 14. HARDWARE NOTE:ALL CABINET DRAWERS TO BE MOUNTED ON ACCURIDE HEA - DURING DEMOLITION AND NEW CONSTRUCTION. WDIJIY FALL EXTENSION ; r 1 ++e J 2. ALL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED IN THE STATE OF NEW YORK GLIDES.ALL PULLS TO BE SUPPLIED BY OWNER 8,INSTALLED BY CONTRACTOR: ' ,° +f + { "'s f + +!I•`- g 7r 12,99 , 11$$UE6 FOR+DQ.p h , 8 33.ALL PLUMBING SHALL BE NEW,PER ENGINEER'S SPECIFICATIONS. + + ' PERMIT REVIEW ; I . 3. THE GENERAL CONTRACTOR SHALLOBTAINAND SUPPLYALL NECESSARY PERMITS AND 16. CABINET WORK TO BE INSTALLED PLUMq AND LEVEL.WITH SCRIBES AS REQUIRED FOR AN ACCURATE `} t_x 1 ' } ` 6 + Ill APPROVALS RELATED TO,BUT NOT SPECIFICALLY LIMITED TO,ANY AND ALL HEATING, FIT.GAPS AROUND DOORS MAY NOT BE MORE THAN 1/16'AND HINGE$MUST BE ADJUSTED TO _ I i.,6j y' 1 e,:: I VENTILATING,AIR CONDITIONING, PLUMBING,ELECTRICAL,AND NATURAL GAS WORK 34.CONTRACTOR TO CONSULT DRAWINGS FOR EXACT LOCATIONS OF ALL FURORES. FUNCTION PROPERLY AND TQ MAKE GAPS EVEN. " r a 2 '' 7 9 99 ISSUED F4({ B1D > J7 "i' OR CAPPED DURING CON"uTRUCTION. ') ` 'f v 'y s r 16. ALL CABINETRY HARDWARE TO BE AS PER SPECIFICATIONS ON DRAWINGS. . - - - ;.1. ,, s ,' iT r ' t ," e 4. THE ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR,AIA t �" t_ + ,Y i x DOCUMENT A101, 1987 EDITION,OF THE AMERICAN INSTITUTE OF ARCHITECTS,IS HEREBY MADE 35,ALL ABANDONED PIPING SHALL BE REMOVED. ALL MAINS SHALL BE PROPERLY PLUGGED „,/ nE a t. I3 c/1s ez .; ,x p ' ( s p 1. PART OF THE CONTRACT DOCUMENTS ANO AS MODIFIED,SUPPLEMENTED,AND AMENDED 17. CONTRACTOR TO COORDINATE CABINETRY FABRICATION WITH SIZES AND CLEARANCE REQUIREMENTS OF , sXt, 1 �^ ' s„ ! ' . SHALL GOVERN AND APPLY TO ALL WORK UNDER THE CONTRACT. APPLIANCES.CONTRACTOR TO PROVIDE ADEQUATE POWER AND VENTILATION FOR OWNER-SUPPLIED .+ X i 36.WHERE NEW PLUMBING FIXTURES ARE INSTALLED AND BRANCH PIPING IS EXPOSED,RELATED f y}'!c+ <y s, ,1c j { 1„ t BRANCH PIPING FROM THE FIXTURE SHALL BE REPLACED WITH NEW,AND APPLIANCES. x K /, . 5. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE t z , �" -1 +t+ 8 CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS AND SHUT-OFF VALVES' WILL BE REPLACED WITH APPROVED VALVES. 18. SUBMIT ALL MATERIALS SAMPLES/SPECS FOR APPROVAL, INCLUDING - n 1",;. r sx + + p PAY ALL FEES REQUIRED BY THE GOVERNING NEW YORK CIN AGENCIES. WHERE LINES ARE CAPPED, BRANCH PIPING WILL BE REMOVED BACK TO THE RISER 93 1.ALL PLUMBING FIXTURE AND FfITING TYPES,AND ACCESSORIES. r �'1 o-t + } + A ,o- CONNECTIONS AND MADE AIR AND WATER TIGHT. 2.LIGHTING FIXTURES. v v` v 1 s. x x' 6. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS 3.ALL FINISH MATERIALS,INCLUDING;STONE,WOOD,P.LAM,TILE, MTL LEAF,ST.571-„PAINTS. �+ i '11. _: J `t + ?H �,+r� 4 t. OF LOCAL AUTHORITIES. 37. NO GALVANIZED PIPING S WY1 BE USED. 4.ALL MECHANICAL GRILLES. el 111N;_T`1 5.APPLIANCES 8 MECHANICAL EQUIPMENT. r ` '+ "� r `` rI � ' 7. THE DRAWINGS,GENERAL NOTES AND SPECIFICATIONS ARE COMPLEMENTARY;WHAT IS REQUIRED 38.NATURAL GAS PIPING SHALT_BE BLACK STEEL,SCHEDULE 40.ALL FIXTURES SHALL BE 150. 6.ALL HARDWARE FOR DOORS AND CABINETRY. p r sr s A �1yy t POUND MALLEABLE IRON THREADED FIRINGS. PROVIDE SHOP DRAWINGS FOR ALL ITEMS REQUIRED,SEE NOTE 25. K ,p:, '` t,7 0, x BY ANY AND ALL IS INCLUDED IN THE CONTRACT. IT IS THE INTENT OF THE DRAWINGS,GENERAL 3 sr + r3f s v s 1 }+ S NOTES AND SPECIFICATIONS TO INCLUDE ALL LABOR, MATERIALS,EQUIPMENT,AND OTHER NEMS 39.WATERPROOFINGi MEMBRANE SHALL BEAPPUED BELOW ALL NEW PLUMBING OFFSETS. - - / J! ; y + �' THAT ARE NECESSARY,OR REASONABLY INFERABLE AS NECESSARY,TO PRODUCE THE WORK S N A COMPLETE AND FINISHED MANNER. , � 40.ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY A NYS LICENSED BUILDING DEPARTMENT NOTES ; : > il, % I' ;�� �, HY " � PLUMBER OR ELECTRICIAN,WHO SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED PERMITS, t r! s„,.x }J 'v � ' r g 8. CONTRACTOR SHALL NOTIFY CONNERS CRAWLEI'AACHITECTS OF ANY DISCREPANCIES BETWEEN INSPECTIONS AND CERTIFICATIONS,AND ALL REQUIRED SIGN OFFS. 1. NO CHANGE TO USE,EGRESS,OR OCCUPANCY. x ' + V p +✓ rb <, 'g' 6K THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST ACOPY OF ALL SIGN OFF LETTERS AND CERTIFICATES INCLUDING THE ELECTRICAL UNDERWRITERS IS CLARIFICATION BEFORE COMMENCING WORK. CERTIFICATE SHALL BESUBINITTEDTOTHEOWNERATTHECOMPLETIONOFCONSTRUCTION. f '� . - >"19 -A T,{t,.i4" ` 2. NEW EXIT DOORS SHALL BE 3'-0'WIDE MIN. - ' ""'- + 1 F r t s ) " ; /I° < 9. ALL CORRESPONDENCE SHALL BE SENT TO CONNERS CPAWLEY ARCHITECTS,211 WEST 61ST.STREET, 41.THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF COMPLETION FROM THE BUREAU OF w r + rvr' J1 t o-t f h# ` w 6TH FLOOR,NEW YORK CIN 10023.TEL 212582 5466, FAX 212 582 5467. ELECTRICAL CONTROL AND SUBMIT THE ORIGINAL CERTIFICATE. 3, AS PRESCRIBED BY THE NEW YORK STATE CONSTRUCTION CODE, i ` I i THE FOLLOWING ITEMS SUBJECT TO INSPECTION: ' 11 , o- i I.f f ` .�+ F v 'Ittt XK '+ 10.THE CONTRACTOR SHALL PROVIDE COMPREHENSIVE INSURANCE, BODILY INJURY INSURMICE 42.ALL CABINETRY TO COMPLY WITH THE ARCHITECTURAL WOODWORK INSTIME'S QUALITY STANDARD a` r 5 t r + A FRAMING wr,',` n A + AND PROPERTY DAMAGE INSURANCE, EACH IN THE AMOUNT OF$1,000,000.00 ONE MILLION 'PREMIUM GRADE'. '"C �';, ` `f $ ( B.PLUMBING , q -� A 8 DOLLARS).CERTIFICATES FOR THESE INSURANCES ARE TO BE FURNISHED BEFORE COMMENCEMENT r `+ ' 9{ F r 1; I C. INSULATION tIV 11 a OF WORK.THE BUILDING OWNER,CONNERS CRAWLEY ARCHITECTS AND THE CLIENT SHALL BE 43.CONTRACTOR TO COORDINATE CABINETRY FABRICATION WITH SIZES AND CLEARANCE D.FINAL INSPECTION ' ` .'>k 5 1'r ! f+ r d NAMED AS CO-INSURED PARTIES.IN ADDITION,THE CONTRACTOR SHALL FURNISH WORKMAN'S a + ' r 'i ,` REQUIREMENTS OF APPLIANCES.CONTRACTOR TO PROVIDE ADEQUATE POWER AND VENTILATION ; + o- < '" +x )„ COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE COVERING ALL EMPLOYEES AND SUB- FOR OWNER-SUPPLIED APPLIANCES. t' {^ 1 + r G t°1 ;) CONTRACTORS.ALL INSURANCE SHALL BE MAINTAINED AT ALL TIMES DURING THE COURSE ,, i _'t " + 1'" t I ; k, ,x �',T )11 + m OF CONSTRUCTION. # L r T 44. CONTRACTOR TO CONFIRM ALL FIRURE,HARDWARE AND FINISH SPECIFICATIONS WITH ARCHITECT „ +,^ e 4 t z f s+ eI 1 J+¢ 11.THE CONTRACTOR MUST INDEMNIFY AND HOLD HARMLESS THE TENANT(CLIENT), PRIOR TO INSTALLATION.CONTRACTOR SHALL FURNISH CUT SHEETS,SHOP DRAWINGS AND SAMPLES STRUCTURAL NOTES :. ,11 ii, F t _„ Weft i T '' THE BUILDING OWNER AND THE ARCHITECT r1 OF FINISHED MATERIALS ON ALL ITEMS.THE SHOP DRAWINGS ARE TO BE WELL-COORDINATED,DETAILED, e AND BASED ON SITE CONDITIONS. PROVIDE SHOP DRAWINGS OF ALL MILLWORK, HVAC, DECORATIVE 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND - °} , iI ' ° +^7( ` J7 `, I METAL AND LEAFING,CUSTOM FIXTURES,CUSTOM SIZE STONE,AND ANY OTHER SPECIALTY ITEMS, MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT I 7 t Y f Y FI+ ' I 12.CONTRACTOR SHALL POST ALL APPLICABLE BUILDING PERMITS IN A VISIBLE LOCATION READY FOR REVIEW AND APPROVAL BY THE ARCHITECT. - SPECIFICATIONS.INCLUDING THE FOLLOWING GOVERNING STANDARDS: I-- - ,-'` ` *I fi7 \ ,, , 3 /r+ tU y +( 9 1, s FOR INSPECTION BY THE PROPER AUTHORITIES HAVING JURISDICTION. A THE NYS BUILDING CODE,LATEST EDITION. i ! c I ; + '..Iasi, + �`. B. RISC SPECIFlCARON FOR THE DESIGN,FABRICATION AND ERECTION OF x }, zy % + }> ° 45. EQUAL SUBSTITUTIONS ARE PERMISSIBLE WITH THE APPROVAL OF THE ARCH ITECT. /.. { "C 4-, ,, p 13. NO WORK SHALL BE PERFORMED IN A MANNER WHICH WILL THREATEN OR COMPROMISE THE STRUC- STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. - �+ `j, f, MUST BE DISCUSSED IN A TIMELY MANNER SO THAT CONSIDERATION OF THE SUBSTITUTIONS DOES '` �'. j r y h{tib tR ?� VIRAL STABILITY OF THE BUILDING,OR WHICH , ANY WAY ENDANGERS THE SAFETYOTHER TE ANY NOT IMPEDE THE PROGRESS OF THE WORK AND MUST BE MADE ONLY WITH THE WRITTEN APPROVAL + PERSON WHATSOEVER.ANY AND ALL SHORING,RIGGING,SCAFFOLDING OR OTHER TEMPORARY OF THE ARCHITECT. SUPPORT STRUCTURES SHALL BE MAINTAINED AND SECURED IN SAFE CONDITION AT ALL TIMES. 2.CONTRACTORS SHALL PROVIDE TEMPORARY SHORING AND BRACING AND +, •�s + t ~s; ' 46.ALL HARDWARE ANID FINISH SPECIFICATIONS SHALL BE CONFIRMED WITH ARCHITECT,AND MAKE SAFE ALL FLOORS, ROOFS,WALLS AND ADJACENT PROPERTY AS + #I ,, ,es++a! 4 14.7HE WARRANTY PERIOD IS ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION,AND CONTRACTORS SHALL FURNISH CUMCONTROL SAMPLES OF SAME FOR APPROVAL. PROJECT CONDITIONS REQUIRE, 1. SHALL COVER ALL NEW WORK AND REPAIRS ON EXISTING CONDITIONS EXCEPT THAT ANY - 1 I' IP s i " ° y,i7 ;j SHOP DRAWINGS AMID CUT SHEETS SHALL BE REQUIRED FOR THE FOLLOWING ITEMS: t ' v Y t v ENQ�UIPMETN%T WHICH HAS A LONGER WARRANTY FROM ITS MANUFACTURER SHALL STILL HAVE THE a. DOOR?SAND WINDOWS 3.ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. C.. ' ', a , ,g.j++ 1 F ": t 5 s"y r m b. PLUMIBING FIXTURES AND FITTINGS S , c. ALL MILLWORK AND CABINETRY 4.PAINT ALL STEELS AS FOLLOWS: + T Ld}� y dr kf t t F. % +o- 1' 1 . 15.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TRAFFIC VIOLATIONS DUE TO HIS d. ALL LIGHTING FIXTURES OPERATIONANDTHE MISUSE OF STREETS AND SIDEWALKS. e. HARDWARE SCHEDULE `;. w s 3 r STRUCTURAL STEEL: L''"x tr; J� +ts+ + I. KITCHEWOTHERAPPLIANCES J / ,. 11 r tt 16.CONSTRUCTION WORK WILL NOT CREATE DUST,DIRT OR OTHER SUCH INCONVENIENCES TO OTHER g. STAIRS AND RAILINGS RUST INHIBITION PRIMER CONFORMING TO TT-P-86,TYPE 1, , I J ADJACENT PROPERTIES. h. A/C EiQUIPMEN-T AND DUCTS OR TNEMEC EXTERIOR #10-99 OR 88-555. w t r +` +, y +, t n i. STRU(CTURAL STEEL AND WOOD + : 'of + I ` rJA _ WINIXOW TREATMENTS LINTELS,BEAMS,COLUMNS EMBEDDED IN MASONRY: r I i JI r 17. CONSTRUCTION OPERATION WILL NOT BLOCK MEANS OF EGRESS AND WILL NOT BLOCK OR J. k. ARCHIITECTURA_METAL GRILLE$ 2 COATS,4-6 MILS THICK EACH,TNEMEC SERIES 135 CHEM-BUILD; ( 4 r Y: 1 "+ 3 RESTRICT SAFE PASSAGE ON THE SIDEWALKS.SAFETY SIGNS WILL BE POSTED AS REQUIRED. OR WHEN TEMPERATURE IS BELOW 50 DEGREES: 1 COAT TNEMEC 60-330 a + e r" �'.+F� + ' POLY-URA-PRIME,2-3 MILS THICK,AND 1 COAT TNEMEC 161 TNEME- r 4 ` ,` , flI a ' s J x + FASCURE, 3-4 MILS THICK, ! +' s x 1 a "'*" t- 18.CONTRACTOR SHALL KEEP AREAS ADJACENT TO CONSTRUCTION INACLEAN,ORDERLY CONDITION - 11 + £ sE a1 '5 e + I THROUGHOUT THE DURATION OF THE JOB. IN ADDITION,CONTRACTOR SHALL PROVIDE FINISH SAMPLES SHALL BE REQUIRED FOR THE FOLLOWING ITEMS: CONTINUOUS PROTECTION AGAINST DAMAGE AND WEAR TO THE BUILDING PREMISES AND a. STONE AND TILE ALL LOCATIONS) - _ 'v x rs `r s. ADJACENT AREAS FOR THE DURATION OF THE WORK. ( ) t r� I ! . , p b. MILLWORK AND CABINETRY ` ' ;� + r + } 1' y +, 9 c. WOODFLOORIYG a 14i # . 'I k px?. 19.CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO PROTECT THE SITE AND ITS d. GLASS % s _11 :L p r Y CONTENTS FROM DAMAGE OR THEFT,AND SHALL BE RESPONSIBLE FOR AND INSURED a. STEEIL 4E tt " "r • AGAINST SAME. I. ARCHIITECTURAL METAL GRILLES , + w +1J r „'1 f g. WOOD STAIR RAILINGS,TREADS,STRINGERS �iLf w e ,' ' ' 'I� I 20. CONTRACTOR SHALL REPAIR RESTORE OR REPLACE ALL CONSTRUCTION,FINISHES,MATERIALS, ,+ S / , t J ) I EQUIPMENT FURNISHINGS,AND PROPERTY AS AFFECTED OR DAMAGED BY THIS WORK TO SUBSTITUTION OF MATERIALS MAYBE MADE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT, - , : C s r t.'i - i ORIGINAL CONDITIONS. L^�L-� 7e tvRI Jt1y 1" � 47.GENERAL NOTES AND SPECIFICATIONS ARE APPLICABLE TO ALL TRADES. - C011tlers " 11 9 ! a4, e ai 4 L r ` 1 21.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OFALL TRADES.WORK F [ 48.THE ARCHITECT HIP,5 NOT 8EEY RETAINED TO PROVIDE SUPERVISION. +1i J1 ;s, `+ '"� Crawley � ' , n 71 SHALL BE PERFORMED IN ACCORDANCE WITH A WRITTEN TIME SCHEDULE ESTABLISHED o '. vTl WITH THE OWNER PRIOR TO THE START OF WORK. - 49. CONTRACTOR TO PROVIDE FLUSH ACCESS DOORS OR PANELS METAL FRAME WITH GWB,PLASTER y {-� } } " D ('� r + PANELOR BIRCH PLYWOOD)TO EXISTING PLUMBING VALVES. ( AI CI IIleC1,S ro-V ' 1i� ,' 22.CONTRACTOR SHALL MAINTAIN AND PAY FORA SEPARATE COMMUNICATION UNE FOR TELEPHONE H e TO BE UTILIZED DURING THE COURSE OF CONSTRUCTION. 50. CONTRACTOR TO COORDINATE ALL WORK PERFORMED BY ALL PARTIES. } - ' " l 4%}J ,+� t `t t ""4 S 41 +� 211 WE' 61ST STREET NEW YORE(Cf(Y 10023 2126826466 23.AGENERAL CONTRACTOR FOREMAN IS REQUIRED TO BE ON THE JOB SITE ALLTIMES WHEN ANY , ` ,'n? " r ", A ¢ " r £ WORK IS IN PROGRESS. " h t, , e x , I }}l,,,3 }'r I J o- r ' 24.THE CONTRACTOR 1$RESPONSIBLE FOR CORRECTING ANY DAMAGE TO ANY PORTON OF THE C� a '/ ¢ j , i1 % ' BUILDING OR ITS CONTENTS IN A TIMELY AND COMPLETE MANNER,CONSISTENT IN APPEARANCE MILLWORK NOTES - - ` v :r r ,; +(h , o- I.e + try, AND QUALITY WITH THE CONDITION BEFORE DAMAGE OCCURRED. S } J i 6 r"h '+; l. ^ .� 1 ;• 3­ Its ar 1. ALL CABINETRY TO COMPLY WITH THE ARCHRECTUPAL WOODWORK INSTITUTES QUALITY STANDARD .11 . ° d'. y}a� +1 a Y , - > 25.ALL DIMENSIONS INDICATED TO BE VERIFIED IN FIELD.REFER TO WRIREN DIMENSIONS ONLY.DO NOT 'PREMIUM GRADE'. wT F�r i ed ;"- , _ - SCALE DRAWINGS. r F, e 1 r 2. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE,ALLINTERIOR FINISHED CABINETRY WORK / . '' r e , , 26. DEMOLITION:ALL DEBRIS AND PRODUCTS OF DEMOLITION NOT DESIGNATED FOR REUSE OR AS SHOWN IN THE DRAWINGS c R es i d e n ce E f OR WASTE LEGALLY DISPOSED OTERIAL F.THE SHALL BE LEFT BROOM CLEAN ATCONSTRUCTION SHALL BE THEEND OF EVERY VED FROM THE PREMISES AND 3.. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS FOR APPROVAL OF ALL CABINETRY, - -1' - + I ' ., �I' + 't+ ' ? It 1 15155 North Road J r +/R" J '3 c t - East Mahon NeN York r_- ,I" I ;° , T J z WORKING DAY. INCLUDING STAINLESS STEELAND STONE COUNTERTOPS. / > i s I 1 4 T S 4. CONTRACTOR TO VERIFY IE/EL OF FLOOR AND INFORM ARCHITECT OF SAME PRIOR TO FABRICATION AND s 1 1 �,+r _ " j 27. ALL NEW WALLS TO BE 5/8'GYPSUM BOARD ON 3-5/8'STEEL STUDS AS PER EISA#301-60-SM.WATER INSTALLATION OF(CABINETRY.CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. RESISTANT CEMENT BOARD TO BE USED IN ALL WET APPLICATIONS IN LIEU OF GREEN BOARD. r1111- + +Po P.' ', , / ,..,}r c' $ + r e 6. DO NOT SCALE DRAWINGS,USE ONLY WRITTEN DIMENSIONS. ( , P I " , 1 ,, t J'✓l 28. ALL NEW AND EXISTING WALL AND CEIUNG SURFACES TO BE PREPARED SMOOTH,CLEAN AND READY TO - - 1 . s r ll PAINT.ALL HOLES OR DEFECTS IN FASTING WALLS AND CEILINGS RELATED TO REMOVAL OF ANY 6. PROVIDE BLOCKING AND GFOUNDS AS REQUIRED. ` x §' , s r 3 R z s ' rs x +- ars DEMOLITION WORK OR INSTALLATION OF NEW FIXTURES OR SYSTEMS SHALL BE COMPLETELY FILLED ill i r '3 + o-t S lll'l1 s3 4� /I 1 h J °}a r " ' 4 J }� 11 AND REPAIRED,READY FOR PAINT,SEE FINISH SCHEDULES FOR PAINTION OF D DRYWALL PREP.SPECIFICATION. 7. NO REVEALS BETWEEN CABINETRY AND WALL,ALLTO BE FLUSH. ,k�QED AF7C� ,r .1r 1 ,J., , t .` „ , A CONTRACTOR TO CONSULT WITH MANUFACTURER IN THE SELECTION OF PROPER PRIMER FOR VARIOUS ` € SUB SURFACES.PRE-APPROVED PAINTING/FINISHING CONTRACTOR:WILLIAM QUINN 874-3489, i. F�CRgh �� G}ENERAL: �OTESr+ -L11{ ' ,"': 4 8.. MAINTAIN ALL ALIGNMENTS 13EFWEEN VERTICAL SUPPORTS INDICATED ON DRAWINGS. - +) Q� o- r , H - - I - ..� BUILgING DEPT NOl'ES <x , 29. FINISHES,PRIOR TO THE COMMENCEMENT TITHE RELATED WORK IF UNSUITABLE THE 9. CABINETRY BODY,SHELVES,AND DRAWERS AT KITCHEN TO BE 3/4'THICK FURNITURE GRADE PLYWOOD. _ !_ta , +! i CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING PRIOR TO THE COMMENCEMENT - I p{ OF WORK. DOORS TO BE FLUSH.FINISH WITH 2 COATS POLYURETHANE.INTERIORS OF CABINETS SHALL RECEIVE N 'i , - , a e. 1 rx e 3 ;h o-, H y 1 r, • ,$ MELAMINE FINISH. _ ,' - - 0235 �Q` +` ' o- ;,' r ,I Gtl 02 �F N � a t 'J 1+ /.,E,^ i') • of + +) r�i ! 30. FIRE SAFETY:ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE 10, CABINETRY BODY,SHELVES,AND DRAWERS AT ALL OTHER LOCATIONS TO BE 3/4'THICK FURNITURE GRADE " ' , .x. a �,'+ - .`.} ' ,„ ,. I 1111,.,++ MANUFACTURER'S CONTAINERS,ALL FLAMMABLE MATERIALS TO BE USED AN STORED IN PLYWOOD, (OR IN THICKNESS INDICATED IN DRAWING). _ • 1 r' 1 }1 < yc t > T)d i',, AN ADEQUATELY VENTILATED SPACE.ALL ELECTRICAL POWER IN THE CONSTRUCTION SITE 1 . " SCALE +'.N 1°S:i %t r`'t `` `r f " z+ " 4 i'" ` ti J TO BE SHUTOFF AFTER WORKING HOURS - - 11. SCREW ATTACH CABINETRY FROM BEHIND WHERE THIS IS NOT POSSIBLE,FASTEN WITH Z-CLIPS _ h _ r ,'1 + '' L , tN 7 { S ,T L + +'.; ",`f I11 - t '.' , i "� GATE ":• 70949 4 x'J 1 �� �z it rt: 12. ALL VERTICAL SUPF'OR7$TO BE 3/4'PLYWOOD.I 11- _ 6 F F�; I }. I „ 1:I 1 [+ DRAWN a(WWP v311�,4 '' + 4 �+ ;k _., , _ t - I + °tea a 1� J 14t I 1 , . f • , , *„i Sa I' �Jt=S rx1+ ! „I '-,� J N s LLLL ' 4 ". , ✓� ts(i ©0Op�IRBh(COTT0f5 r.T81N�0X AlChI[BG(6!T- < p - ,' ,. `' `� 1 , b' ,,r?t t •7¢}) ,o- , ±,it 15 >+'S! r .i ° 1 a6 ` c h a h R T c-:. is , -" ' r'c r s' 11 - i, . L+ ° r � ti7 (,rrlts S +:,, +l ` Sax ira% r " ? r > r � t ;r ; . I �. t s yyf { I i x� i t' } ' '-y + - - e _ _ .T .,> .�,�"3 `w, ,.�1w .+ ..° ikL .$1 I �I„ Tn',� �,�, -. °.,„ "1` , k N- - b: r ,1 t ! i ,Y ➢� v `. 6 'l a 3 , � J J, r y al ;„sr K , yy r a t r rx ' - - -' - r ir9 �+ � t Lrt w/tr��� tr il' uM1lr rr '" y�t Tx °� 1'fM1 Orr ✓t: (< _y'+rtiSq... r: 47 31J or 4��,rr ttr y +f 5 kr5 , 1 , ' z y t 1 , Ei+ > - I r l r r t,t�Y ✓P✓. tj , i X l �M1 1r 1k rJ'llk * /. r r 03p ri -- — ---- -- --- -- E Svc M REMOVE ALL EXISTG PLUMBING FIXTURES, P. ' py EXISTING OUTDOOR - . 1, ♦; ,_,. z'.`. ,,£:r ERMIT R € DECK REMOVE SOFFITS. .. 12.99 SUED FR�b O Hn r t FASCIAS,AND ALL RELATED FRAMING ry $ a 4 + y i tr REMOVE TILE FLOOR'G, s ISSUED TOR 814 - y,'�s BASE,THRESHOLDS,ET . - r r REMOVEEXISTG. -""---- _ REMOVE EXISTG. OUTDOOR LIGHTING L... I STAIR AND RAIL -- \1 . REMOVE EXISTING REMOVE XSTG. REMOVE EXISTG. —�__-DN SLIDING GLASS DOOR : q wr1 ✓'� a r a 5;-3 st d/'`•'Y F </}1t 7i{§ a t, r f A re t tr r n ♦ e z OUTDOOR SHOWER - rt '/� ✓ tl + — o '-�F- _— __._.._ _.__. �(- ... DEMOLITION NOTE " I I j ` I I I 1.REMOVE GYP.BD.&WOOD FURRING,PLASTER @ CEILINGS. - r ° , UP 2.APPWWCESASNOTEDSHALL BE DISCONNECTED AND SAVED. i I TL r 7 EXISTING I - r BATHROOM I ' _J 3. REMOVE ALL LIGHT FIXTURES,WALL MOUNTED FIXTURES,CONTROLS r • r , ,1 ' s , L L L._ L I_ 1 ��tt� I I _ -f = J �� WIRING AND SIMILAR ITEMS WHERE REQUIRED. EXISTING '-t EXISTING 4.REMOVE ALL PLUMBING FIXTURES,FITTINGS,AND PIPING BACK TO w - LIVING / t_ --_ J H BEDROOM MAINS; PROVIDE ALL REQUIRED GAS&WATER SHUTOFFS,CAP ALL LINES PROPERLY. '~ # $$ PET _ IING � REMO VE EXISTG � S.PROTECT ALL EXISTING TREES ON SITE.EISTNGTHROUGHO .PROVIDE ALL UTILITY SHUT-OFFS AND CAPPING. -_J I' �I �, 7j DOORS,AND LGOOflG ���CLOSET FIXTURES. 7.CONTRAND ACTOR SHALL OBTAIN NASHALLHOLD ALL REQUIRED RM OALL LOCTING Pl. REMOVE&RELOCATE -- REMOVE MASONRY t 1 t_ - 6 III MATERIAL AND STATE REGULATIONS. 999 FIREPLACE,MANTLE - rl I ..+ EXISTING REFRIG '- STONE HEARTH, 7.CONTRACTOR SHALL PROVIDE LIFE SAFEMEASURES,SITE SECURITY, FLUE AND OTHER I G SAFETY RELATED ITEMS AND WEATHER PROTECTION,DURING DEMOLITION AND FOR DURATION OF PROJECT. 5 ' � I fl I � — — r — — �� REFRIG DN EXISTGGASTANKS.� TO REMAIN I EXISTING III -. IWl A I / KITCHEN _. N)I A I LJ REMOVE PANTRY (III _ �{ BEIDRING OOM 41 EXISTING BEDROOIv) - e axx �t` ✓ 1 r `rh _ _ A — — 3 REMOVE EXHAUST - t REMOVE LINOLEUM ill REMOVE EMSTG % . HOOD OVERHEAD ON ..- DOOR AND HARDWARE 1 r r STOVE / REMOVE EXISTG STAIR ---- - � AND RELOCATEr C r e ON NEW OPENING I RELOCATE EXIST. SEEA1.1 ELEC.OUTLETS TO G� -I COUNTER HEIGHTRELOCATE EXIST: g Il F l �\ ELEC.SWITCH ill / rr -_ II rt . —.-. - _ r , - REMOVE ALL BASE - � r AND OVERHEADREMOVE METAL - - REMOVE EXISTG b CABINETRY,COUNTERTOPS. - HANDRAIL CLOSET FIXTURES, �1 $ RELOCATE PLUMBING �\ SHELVING, HANGING FIXTURES;SEE A7.1 _ A MATERIAL ANDFLOOR'G First Floor Plan REMOVE EXISTG .I DOOR,SIDEUGHTS, f __--- __ _ .._ - REMOVE:EXISTG DECORATIVE PILASTERS, SHUTTERS, REPLACE LEGEND &PEDIMENT SHINGLES, REPAIR - ._REMOVE REMOVE PORTION OF AS REQUIRED _ - (EXISTING WALL OR OBJECT TO BE REMOVED WALL AS REDD.FOO NEW DOOR ASSEMBLY EXISTING WALL OR OBJECT TO REMAIN & (GARDEN WALLOSTONE PS REMAIN Y Y F.z ev k a i 1x1 y_ ya j Z A 1 ✓ k r � �' C B� CC� D� ( E) F� CG� �H� -- EXISTING WINDOW L OPENING TO BE SEALED ' c; ConnYrV r vS41r Y't ) r bJ �; Z fr Y EXIST _ - _ _.-- . _ , ✓ ! z r{tJdtXr`t7lrvF !2. WATT H HOT {•� } (`� EXISTING ELEC PANEL 1 WATER HWH ACC( IICCLS Ir Vw A� l d a 7E TO REMAIN TO REMAIN I ,. . ' 1l WEST 8I ST STREET NEWYORI<CffY 10023 X12$825468 ,f EXISTING OIL FIRED ' FU NACE TO REMAIN i . ♦ - EXISTING WINDOW TO REMAIN + * f t t (STING EXISTING EXISTING 1 dr i C r L _ _ BASEMENT BOILER RM_ GARAGE EXISTING FRAMING ' I Feed. f 8 REPLACE EXISTING SCREW JACK - l IeSlde IVe } T i t COLUMNS WITH 3'STRUCT. � •�_� PIPE COLUMN EasLMarwn Ne�ivYorkr C J REMOVE EXISTG I DOOR,FRAME 6 EXISTINGWINDOW TO REMAIN c IDA F m �'�r 'er r r e-1't41 t s r s' r ns R r ry ry P � /1 I 'yr „ -` fi i 4i r a AS�EMENT AICD: FIF7S7� EXISTING GARAGE DOORS i FL�O�t DEIV�OLITION ALAN$ tyY rf ;} A s. r t C _--___—_.. - -i �� ' a r ,S'.L 4 �ej Ysat ¢LE.0 / SCALE;, C 3 � Y � g � t r kty r`/ SCA 4 1 ,� 5 d }S1 f z .k ezrJJt r { : ✓ ( � u y CF y; w 6•.v ✓ i [ ft r�..e" y t / }, rlt` 4 ° ' �' f Yt , > , r �r1 � cu .5 DRAWN CLOWAP t / : r s -NO RTH r ,r J 7 � Tp:, yf 11., -:lyr Yn„ ,. � 51 ;. ♦ ,xY�<±:. 1'' C CO� ` I grit COD1T@T9 CT W18 AL"CIlIt2CtS ' 4 i Q x, tPan , , ,.;r . . .. . ., . - .; � r` , ; � Y ;; � 1 Ys�e �- ly � 1 { � 5 Basemen i,S ;: . „ r , ` " 2 , . t ' $€ ' 1/4•= 1,A. ♦ 5, I F Yr.F 1 1 /♦ ?f ✓y ( , K S r S`i 0 c r • 6 r^-ty D C t kt �� P ' tt lWS r t 15 • i�. f el eI - - C,A� CB� �`'J E� � F� I n - - - Y S . n r � - - ----- - - - - -- i n p " 2 1�T v " r DOJix P REMOVE �� I'" t e ft x + "'s I�ERMIT, REVIEW GUTTER . -_ 2V ni''.x .-_ _ I I I F 799s k REMOVE ROOFING MATERIAL. r I _ AND FRAMING I I I - ,` ' ar ry a!" � ,I fsY JP 9 {} •> t F ! REMOVE MASONRY CHIMNEY vL 41 9 i 6 REMOVE EXISTG - RIDGE BEAM #a Ix K { >k s r _ - REMOVE EXISTG DORMER + i x� 6 'tt ! > : f. t q- Y k< y - q 2 $ 1 S ( r J At p V [ � � y � i{ T {'k �♦4 TS ��� Roof Plan , ij s 1 �A B c D 1 E 1/ F �G,� REMOVE ISTG tt + at I ggg { k s WINDOW yp� 1 REMOVE STG s ` i DOOR ` _----- -- -- - --- - -- -- - -- - - — -- - k?*kgt� 1 J� 8 — — — _ — _ —_ T=F—T T-T -T T-T Tz.� -- -_ _ _ __. —_— _ —_ —___--._.__ . —_ __—._. —____ . ..-_. .-.. .. .______.___'__— --__ ___-__- - _�— _ -____-._—_ �-� fir_ � --- -_ �_I. _.'I-__ . . _" 4 —�—r—r—r—# DN I IIIIIIIII � I � - -1T- 1r i, I Conners, I �i1 II II I s ExIsrIN6 FXI TING -," Crawley " ATTR REMOVE I I I I BE ROOM_ FIREPLACE CAVTCY, h }pp }}y FLUE AND OTHER AI'C(IItGCISI ! ,etIy r RELATED ITEMS I 1 _ I 211 WEST 81ST STR6E,ir, Iy YORKCfII'1Q023 ${26826468 d ';, - _p f ! v — — — — — — — — — — � - - - - - - - - - - - - - - - - — _ _ � F` i' r f kt REMOVE REMOVE EXISTG �- EXISTING DOOR CLOSET FIXTURES, .. tResidenc� SHELVING,HANG RODS, ..;�515$Norih Road i'�� . . ,. . .. .rc.,. ..,, t . > - >t a e DOORS,AND FLOOR'G � - - MATERIAL - ESs4 Marl New York. ' l ' k �3 1---------- - - �, 'Ok' ARCyX `�ORA[Y�Ltt` ' o� i` LOF ANDR OF, , , 1 , DE OLI , Nqr� t +, I OF N � + '^``+ rj' ", T < ✓. s }t . Sx:,,oK 4ATFT jt 4� Y29'� 'a � ! . _ >, � rF . � r. i� ` ::J:1 >+' Jx ✓:- r .:v �5 + k r :..''.,w' , f Loft Plan � . NO q 5 rYJ S.a,5@C;'I1}o t Yd9 i t?tC- OFrY er'a 8!C„ ewf�eyr A� rr}c{ �f s.' rri al41 `..Y� y'aSw's.s ' p ra r• � w x'17 � " }" S J rl` A c >, , c' 3 f- ' :. r r - � J rJ`�av tl ,rir J . �>' 7 %n r t n F•" x ' s V' 'y r Y PkN p, CAD CCJ CoE ) CF) ( G) ( H ) gARa, PROVIDE&INSTALL o i NEW CEDAR - 7 6'90 ( 1 FCd BOARD&BATTEN WALL j A k "iryriryr v RAC T f. YR 1[ 1 J „P. .do .e4 it - , a'r •M ,X`�N�f1 ALL PROVIDE&INST PROVIDE&INSTALL e 'r NEW WOOD AND TEMP.GLASS-, PROVIDE&INSTALL NEW WOOD FRAMED STAIR PROVIDE&INSTALL J 'V'�'r t DOOR&WINDOW WALL SYSTEM - NEW 3-2x10 BEAM &FIN. HARDWOOD TREADS. -NEW .WITN 4 STEEL BE - SEE A3.1 FOR ELEV. BETWEEN COLUMNS WINDOW S FO TYPICAL FIN.HARDWOOD RAIL WINDOW WALL SUPPORT ,+".7dgf Rp� `T�, +✓5�"u+,'art y ON STEEL SUPPORTS. PAINTED WD FINISH RIOR E¢ ` OPEN RISERS _ _ _ _ - PROVID &INSTALL u S a` PROVIDE&INSTALL - '--- — _ _ - _ — — ._ To"V t+. Y t � NEW SLIDING WOOD SCREENS U __ -;jy NEW PLUMB'G.FIXTURES TI AND FITTINGS PROVIDE&INSTALL10 MILLWORK STORAGE PROVIDE&INSTALL - IIF - - 105 — 106NEW ING BED OVER TIXISILE OT NG 9UBFLOOR =- -__ -_ _ _ __ __.- --__. _ __ _ .__ _ . _y� BATI�I _- _ BEDROOM MAKE LEVEL AS REO'D, PROVIDE&INSTALL -- _ i+ dart nrn'I '� PROVIDE&INSTALL ----_- _ .. _ .__ _ - _- . - _ _ \ _ , NEW HARDWOOD FLOOR 'i NEW 2x6 STUDS 16"0 C. &PANTED BASE TRIM 5 -"_ _ _- - -_ ANG DININ _- J 3 • nll s +, �'s CONTINUOUS FROM FIRST ' FLOOR TO ROOF 16t III - w _ -__ Z — — - LEV. 0-0' III G 109 _ _F _ - WOOD _ - - — — -- ---- -- ` +I PROVIDE&INSTALL W NEW 4"STEEL POST - __ _ _ _ -_ __ __ o -. _- - • p BEDROOM _ — .:7 'I f 3 _ _ 103 1 1pg O - - - PROVIDE&INSTALL - ___ KITCHEN - " - - 3 PROVIDE&INSTALL .- - NEW HARDWOOD FLOORNEW FULL HT.MILLWORK CABIN NEW MILLWORK CABINETRY" - --. _- - _ - _ ._ - _.. REFAIG - - __- - III __ __ _ &PAINTED BASE TRIM PROVI &INSTALL BEDROOM '� } AND STONE COUNTERTOP _ — - - _ , �)1P ELEV.:-3'-91/7 DN _ Ir L { I � - PROVIDE&INSTALL NEW WOOD FRAMED STAIR wIII 1 II W/WOOD TREADS 8 RISERS / PROVIDE&INSTALL £a FIN. HARDWOOD RAIL ON STL NEW WOOD FRAMED STAIR First Floor Plan WALL SUPPORTS;CONTINUOUS / W/WOOD TREADS&RISERS I` _ 1/4•- 1'-0" BLOCKING FOR BRACING - FIN.HARDWOOD RAIL ON STL WALL SUPPORTS,CONTINUOUS _ BLOCKING FOR BRACING - 1- t I ,;!u PROVIDE&INSTALL 7 ' NEW CEDAR BOARD .. .. &BATTEN ENTRY DOOR AND SHUTTER; SEE ELEVATION °}k i T 1 ( A � ( B � ( C � ( D ) ( E � CFJ ( G � ( H ) Jr fh LEGEND = EXISTING WALL TO REMAIN Conners, EXISTING 8"CMU 7f= NEW GYP.BD.PARTITION �A� SI INSTALL CMU TO Crawley FOUNDATION WALL J +f Ir y 4 r --- SEAL EXISTING - - OPENING;FINISH • NEW STRUCTURAL COLUMN EXTERIOR&INTERIOR `\ iu Architects P C ` FLOOR MATERIAL TRANSITION 1 .r TO MATCH EXISTING ,� - "-- - , ° " M 4 . 211WEST61STSTREET NEWYORKCRYt0U23 2t25824agw imp O HWM I / EXISTING 2x10,16"O.0 - EXISTING 10,16'O.C. r kyr a Nh4� f71M EXISTING ELEC. - \ SERVICE METER& r /''� pp X ELEC.PANEL ® 009 Fried BASEMENT (BOILER RIA. GARAGE ° i N'ir Residence II East Marion,New York' ! °'�`� T, e 15155 North Reed. �"f 3r V yr4y REINFORCE EXISTING-- - --- REPLACE EXISTING SCREW JACK 3-2x12 WITH 21/4211 "� COLUMNS WITH NEW 3'RPE COLS, 5 FLITCH PLATE AND NEW FOOTINGS ry�RIFY . EXISTING FOOTINGS DO NOT EXIST) T1 X It J NEW 001 NEW CONTINUOUS 'DIAMETER STAIR HALL CONTINUOUS STRUCTURAL O\ PIPE COLUOMNUCTURAL C PIPE COLUMN — - � r;�'. "� - NEW W STUDS, i6.O.C. '-- PROVIDE&INSTALL CONTINUOUS FROM FIRST NEW FIRE RATED BAS�W E FLOOR TO ROOF DOOR&FRAME �' 1 w"v rti H,x i ( - --- dyJ5p2 FLOOR } _ ©f' I N r I - - " I §au.E . t�a > I+r�'G� I t,), Q•,°g1�� r ,A� "9 T`- _ -- nT ! I, - DATE: IT 7 I'I C 3 ) - — — — - — — - -- — DRAwN eLB(�vwP k .r,t �� III• I tr 3 " g n . „ Basement Plan NORTH �1 1 2 ghtoiTl�rs C Vg" w 'n. r..x•, rb 4 r w e4 , b u- r ,P m.j• ,�,uu1T 'L'M.".l-Aa�t.. � Yldr:')' NO DATE II d. t7ERMR 10 ( A ) ( B ) ( c ) ( D ) ( E ) ( F ( G ) ( H ) yAl �' I� __ -- -- --_-- PROM E&INSTALL NEW(3 2x3 BEAM ON TOP OF ST POSTS TO SUPPORT RAFTE S PROVIDE&INSTALL NEW GUTTER&DOWNSPOUTS � I ' - - - - PROVIDE&INSTALL NEW ASPHALT SHINGLE TOS °#a 6 SLOPE - SLOPE ON MATCH EXISTING, ROOFING ON _ - MEMBRANE,INSULATION, $ ON NEW WOOD FRAMING �wl 5 a � 2 ) F� "--- - PROVIDE&INSTALL ' a p NEW 2X10 SUPPORT RAFTERS, 16"O.0 ON NEW W16X26 RIDGE BEAM ` 6 SLOPE 2 DN ID rU y PROVIDE&INSTALL " NEW ROOF INSULATION , R $ 4 - FORMER DORMER LOCATION n � Roof Plan a 1/4�T-D• �I ( A ) ) B ) Cc ) ( D ) � E ) ( F ) ( G ) ( H ) � `',� �`'� _ PROVIDE&INSTALL PROVIDE&INSTALL NEW TREATED WOOD FLOOR BOARDS SNEW TRUCT RAL STE ON STEEL SUPPORT DECK B BRACKETS STRUCTURAL STEEL �" PROVIDE&INSTALL CgNT/4TUBE F RST FRP 0 ROOF POFffS NEW STEEL RAILING 8 -"-"-- - .-- PROVIDE&INSTALL NEW WOOD AND TEMP.GLASS 8 DOOR&WINDOW WALL SYSTEM e -- -- PROVIDE&INSTALL SEE A3.I FOR ELEV. ' :. r•�, 1. / WOOD BENCH i - - - - - - - - — - - - Conners C ' PROVIDE&INSTALL Crawley • NEW FULL HT GLASS - - - PROVIDE&INSTALL r 1 s I v Archi itects P C. PARTITION NEW HARDWOOD FLOOR &PID. BASE TRIM 1 - v 77, � PROVIDE&INSTALL 211 WEST6ISTSTREET NEWYORKCII'YIO� 2'IG42 NEW PLUMB'G.FIXTURESp W a AND FITTINGS 'I - w ; i - x 1I rel" a t �. v I 1 PROVIDE&INSTALL M.BEOROOM —v NEW FIRE RATED CHASE PROVIDE / 81NSTALL _- PROVIDE&INSTALL _ - _ - � ¢ T PROVIDE&INSTALL NEW NEW STEEL POS - NEW STEEL POST w _ PROVIDE � MILLWORKW/ RODS, - BINSTALL ' Fried DN _- — _ INSTALL HARDWARE- "- _-_-_ NEW STEEL POST----"-- rY 11" •'� f __ O AND SHELVING AS DETAILED ^ Y9�vk�,yr,�e�i 2 - - OPENTOBELOW - - , 3 S'I ence TIY e � ( � - � -- _ -- - - - /� :� EaeLMeriOn NaviYork TM iy4 I � ,� I f�• � ��3 i ya i INSTALL PROVIDE& NEW SMOKE DETECTOR r ON CEILING :. aty '. pE AR E �.t s C k 1 7 LOFT ANIS RtJF FLOOR irl � 0.-h 4,4y 9 073602 +ia v ky I _3 F EN SY I SCALE:, 1/4 DATE: 07 I�9°9 � a ' �q`�11 Loft , DRAWN: CLB WWP'!, �" 1 Loft Plan 2 = NORTH FINCoDri�Is � � ' 5yv 4 F F' " ,. - " — II r}u; 5 � �:}•lid ¢ V . f .- " N S 1 to ( 8-31/4 B'31/4' --_. _- 1'�12' -- 8'31!4' - _— 8'-31/a• - 8'-31/4 yaiib±1 2 PROVIDE AND INSTALL ! MATCPROVIDE AND WSTALL IO .". - _ MATCH DAR SHI _- a ul, u u ,Pr EXIS NEWWOODSIDING PROVIDE OPENING FORTHRUWALLAC PROVIDE AND INSTALL - 1P il NEW BALCONY _- PAINTED WOOD AND ,,:w1 RAIL&DECKING W17��p �'Lq� + , t , EDGE OF OLD ROOF LAVE I +M � -_-_ PROVIDE&INSTALL - _ WEATHERPROOF ELEC CONP �rw c. F NEW DOWNSPOUT 8 GUTTER FOR NEW OUTDOOR UGHRN Ma w^u "t[i ImpATTWOLO-- EXISTING IMDOWS wa t'I " It � -- - - .- - - __- -_ -__ I � III � II � Ii __- -_ — . .- _ _ RSTR00R,� . -- --- - - -- - _ - �_ J 111 _�.M1 __ ..- _ __ _-- FI — — -- — — I L t5 .a y. _ - - PROVIDE AND INSTALL ./ \_- INSTALL CMU MASONRY FROST FREE -- AT EXISTING OPENING - q M1 lrl I o PLUMBING, HOSE BIB FINISH WALL - y rf kx� ipa PROVIDE AND INSTALL - `.,E', 1, w rs d'4f. !i WEATHERPROOF OUTLET PROVIDE AND INSTALL ` r _ - - NEW CEDAR BOARD&BATTEN WALL yS PROVIDE AND INSTALL I p NEW WOOD ORS&TEMPERED I rt m°IIM1r+F`P 8)7 GLASS DOORSB WINDOWS East Elevation North Elevation X14 r'S4fFr, } r, A yy y ' • L� 5T b ,lfu - PROVIDE AND)INSTALL n p - NEW ASPHALTT SHINGLE bM1tx ' 'IS � 1 ) � z � - ( 3 ) ( aj ( B ) � c ) �� ) � E ) CF) (G ) (H� B - ROOF, DECK, - - - INSULATION,IMEMBRADIE, ETC - - - _ _ _ - -- PROVIDE AND INSTALL NEW CEDAR SHINGLE TO 777 MATCH EXISTING , �� Connerss , Crawley , , Architects, P, 2nwesrs{sT5m�NEww {+ r SECOND ROOK ELEV 6 BY �- v - _ _ ____---- ---- TO REMAIN WINDOWS _ Q�1 t TO REMAIN - - Res' ide Fried d rw I EXISTING WINDOWS ' nC(� - TO REMAIN r - -_ - --- ---- ------ - -- --- ---- - 15165 NOM RoBB - I Eget Marlon,New York FIRST FLOOR J� ' III ,P T. i 1 as+, .ENIRV I EXISTING GAS _ / I ��44 w--,��.t TANKS TO REMAIN BUILDIN13 LEVATI�, West Elevation South Elevation EXISTING� k g H TREMA GARAGE DOORS I f,Tsr, i °� 1/4•= 1'-0' � 1/a"= 1'-0" -- TO REMAIN ED A SCALE! 1/4"= 7 -�0. once 07 V299 + r r� Df1AWN:'-'. WWP,�OLBt ` { _ E F T ' 02 5� 9 OFNE`N I �GOpydQhtG�tl� ��^� 1 y� a LONG ISLAND SOUND N 89'15'00" E 113.75 TIE LINE SURVEY OF PROPERTY AT EAST MARION T 0 WN OF S 0 UTHOLD SUFFOLK COUNTY N. Y. 1000-23-01- 04 SCALE: 1"= 40 NOV 12, 1997 MAY 28. 1999 (TOPO) N U; O O. Z �^ O. O. 4 Z O 1 ppN9 DpM ,p A d n 0 w N N O II i oxo if ow " n G �rti 3s9� ,So 1 i / I \ � AREA = 3. 0863 ac to tie line \ / ELEVATIONS REFERENCED TO N.G. V.D. f 10 I / 1�oe3 lege. SOF NEW;,, 4 a' toAD 1. 1O MEl2C O9,f- } g19f` � � ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION vi► . L NO. 49618 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, ���' REGE1VLD (5 6)N765 — EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF JUN 07 1999 P 0. BOX 909 LAND SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON, CONNERS CRAWLEY SOUTHOLD, N. Y, 11971 97- -3 11 OCT 1 91999 5O LONG ISLAND SOUND 1 N 8995'00" E 113.75 "HrM Sl TIE LINE aP� SITE SURVEY OF PR OPER T Y KEY MAP AT EAST MARION SCALES ,- 600. T 0 WN OF S 0 UTHOLD SUFFOLK COUNTY N. Y. 1000-23-01-04 SCALE: I"=40 NOV 12, 1997 MAY 28, 1999 (TOPO) "H OCT. 13, 1999 (revision l MHNM Ln (T 16.0 Z c� 0 �L Z 4aa0 HAZE—L 'Z O POT1D ppM x A 0 d n 0 w 0 w N N O NOTE, AE / Pel FLOOD HAZARD LINE FROM COASTAL EROSION HAZARD AREA MAP. 9P' / sem° PHOTO NO. 48 - 640 - 83 FLOOD ZONES FROM FIRM 36103CO064 G DATED MAY 4, 1998 1 fI� 1 i Zpr1E"1Z1� � /� z I _ AREA = 3. 0863 ac ,0 to tie line e " ELEVATIONS REFERENCED TO N.G. V. D. s f 0 MO fr 1 k� FM � I i X63 V�y8g9• AP q �1 RO NEw,�o ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION �O�► lg�+„ �/"l < IV LIC. NO. 49618 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, '�4� • CVE;yCP C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2, ALL CERTIFICATIONS NPECO I �RS, I' i' HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (516) V6 gFY70 0 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P. 0. "09,,',n�a WHOSE SIGNATURE APPEARS HEREON 1230 TR J iU��` ET SOUTHOLD, 17971 97 - 369 ✓. u\ ' �A 4 t� SYMBOLS MATERIALS DRAWING INDEX ISSUES PROJECT,DIRECTORY NO DATA �usrni�fi►C�v '� . 07.,299 TSSUE�PORD PE�LBt � m S 75155 North Road East Mahon;NY 11939 UT0989 ISGUEDFORSID 1 1 TITLE ., ^ , Surface Soil ¢C ¢ mo Architect Detail Number ` � i� O.� O ¢Z SCALE O O O 444 09.1159 -MUEOFORCONSIRUL'TAJN III ) h Soil a Conners Crawley Architects P.C. E r W 211 West 61 Street _ Qj 1.8 W REVISION t�1 a 1-0. 4-iii-- 0 Naw Drawing y w, y mW New York NY 101Y23 Yj - B' 0 Revised Drawing 212.582.5486 phone . 2.4900 IS$UF�O'FOR DOR AMENO,ED I3LINGy V Building Section ,k "a0 ° Gmve4 g¢d 2t2.582.5467 fax 'Q No Change This Drawing a Huai i o p, Remarks' S Remarks No Remarks Remarks Remarks },y %u `n o� Lome F01 NO. TITLE Swctural Engineers Ross rysDeland, LaneP.E., 10 Send/GrouttMortar De1au section ARCHITECTURAL —._ -_ „ _ _ _ -- _ _ T. _ _ Slgone w ge.Nv 1z4e4 A01.1 DRAWING INDIX LEGEND,PROJECT DIRECTORY O __ _ ..__ _ 914.6872477 ho n Concrete(Detail) g03.1 GENERAL NOTES BUILDING DEPT.NOTES O _---_ _-_ 914.687.2532 fax ' S 70 Detail Key Stone Plaster DIA DEMOLITION PLANS BASEMETAND FIRST 4 , D1 2 DEMOLITION PLANS:LOFT AND HOOF _ _ Q Interior Elevation ���� Woad _ - - - - --- - -- - • - A1.1 BASEMENT AND FIRST FLOOR PLAN Plywood AL2 LOFT AND ROOF PLAN ENTRY Elevation Mark I Rigid Insulation A2.1 FIRST FLOOR REFLECTED CEILING PLAN baa g +0T' O• - A2.2 LOFT REFLECTED CEILING PLAN a - _-. - --- _ .-. _ - - .._ _ - - _- S o[Elevation rx r ulation A2 3 BASEMENT AND FIRST FLOOR ELECTRICAL PLANS 6 +10"-0" p1xYk"�1X, WoodB - _ -A2 4 LOFT ELECTRICAL PLANS A3.1 BUILDING ELEVATIONS NORTH SOUTH EAST,WEST 0 S F 7 '� Batt lnslocking top Room Number 43.2 BUILDING SECTION-LOOKING SOUTH ' �^ A3.3 BUILDING SECTIONS-LOOKING WEST 8 EAST AT Panrtion Type - J Wood/Plas[ic Shim - - -- - - - - -- -- - - - - -- - - - - - - --- s A4.4 EXTERIOR SECTION DETAILS _ 10 L� > ,T, Ferrous Metals Door Number p ip Window Number �, r .� Aluminum , Q G sum Wail Bogard 1 Revision Number W A5.1.1 STAIR 81 NP A'3 1/2"PLANS A5.1.2 STAIR 81 82 ELEVATIONS AND DETAILS— O IIIIIIIIIIIIIIIIIIIIIIIIIIIIII' - Carpet A5.1 3 STAIR 83 ELEVATIONS AND DETAILS / ii tOta Cabinet Number - - - - -- -- ---- - --- - - - I A51.4 Calling Mounted Vent ----- Dampproofing I! _ A5.3.1 M BATH&BATH 105- 1/2 PUNS AND ELEVATIONS SD Concrete Block((Plan) - - Calling Mounted - - 6 ,� Smoke Detector A541 KITCHEN 1/2 PLAN AND ELEVATIONS FEB ,l, -- ---- ---- -- 2000 - - - - - - -- - --- - - --- PROVIDE OPENINGS FOR - - — - _ - - - E A6 NOT USED TNG PROVIDE SMOKE-DETECT EMERGENCY ESCAPE AS - - -- -- ALARM DEVICES s, AS TO PART, 721.1 REQUIRED BY PART. 71O E. - -- N.Y.S BU G CO N.Y. STATE BUILDING CODE. A7.1 PARTITION TYPES AND INTERIOR DETAILS ILDIN DE. AT24 DOORAND WINDOW SCHEDULES" - -_ -- - ---- - - -- - - COnilefS ABBREVIATIONS - -- 1 " lei & AND FLRI FLOOR'G FLOORING PLYWD. PLYWOODT- F PROVIDE ANTI-SCALD AND/OR�raW�ey ® AT FLOUR. F71)ORESCENT POLY POLYURETHANE - - - _ - - - -- --- ACT ACOUSTIC CEILING TILE F.O. FACE OF FTN. PARTITION _ _ }Q A,p, - ACCESS DOOR FTG(FOOTG FOOTING Q.T. QUARRYTILE - - ---- - -- -- - - --- _""- - -- -"- -- - ERTIFICARFOFOCCUPAN IIeC' '1 ApJ ADJACENT F.P.SA. FIRE PROOFSELF-CLOSING QTY QUANTITY STRUCTURAL C y G S, 'P ERMAL SHOCK PREVENTINGAI•Ch v A.F.F. ABOVE FINISHED FLOOR FRAM'G, FRAMING R RISER 5100 BASEMENT AND FIRST FLOOR STRUCTURAL PLANS ____ . - . __"_ __- SOLDER USED IN WATER N•Y S BUILDIN D ST 61ST b'TH ALUM, ALUMINUM GA. GAUGE REQ./REQ'D. R50UIRED . . _ -- - - - --- -- -- - - - --- ---- ----- - -- - STEM CANNOT EVICETATETO ARTG9C2D.6EK)21 12 9 ASPH ASpl{ALT G.C. GENERAL CONTRACTOR RH. RIGHT HAND 5101 LOFT AND ROOF STRUCTURAL PLANS - SUPPLYSY P BB. BEADED BOARD GL. GLASS R.L RAIN LEADER - -- -- - ----- - - -_-- " " - -- - '- - ---- -- -- "- - --- EXCEED 2110 OF 1%LEAD. BD BOARD GYP. BD./GWR/GB GYPSUM WALL BOARD RM ROOM S102 STRUCTURAL NOTES -___- _- -_ __--- - -- --- --- - --- -- twF PLUMEIINGY RKclTrtaOza ., BLDG. BUILDING HARDWD/HOWD HARDWOOD SCHED SCHEDULE 0 2 6 BLK. BLOCK HOW. HARDWARE SHEATRG SHEATHING 51D3 STRUCTURAL DETAILS -_ - - 0 - -- -- --- BLK'G. BLOCKING TG/HEATG. HEATING SHT. SHEET -- - . -- - -_ TE f H,M. HOLLOW METAL SHT.RK. SHEEI-ROCk; - __ ._- - - -- - --_ - - _ ..- -_- __ ___ . _ . --- S BM. CABI HR. HOUR SIM. SIIMILAR _ Ncopper tubing is used ALL PLUMBING WAS ' - CAB./CABT,/S CABINET(SI __- _- - . _ __ - -__ _ - _- - - __- _ _- ____ - ___. — _ ow for waerdstrbutin &WA o S t i i g- TER NE NEED System piping shall bB TE 71NG BEFORE COVERIIN CER CERAMIC H.V, HEATING,VENRIATING SILT. SFJaLANT - - -- -- ----- ----- --- o yp ni - CER.T.lCT CERAMIC TILE INFO. INFORMATION SPEC./S SF'ECIFICATION/S --- ""-" -- _ INS.ANSUL. INSULATION SAP. SHELF&POLE ---- - - . s CLO� CEILING ---_ __ - -- _- - — - - -.- --- - _..- fi es qr on Fried _ . " CLO./CLOS. CLOSET FHCS FLAT HEAD COUNTER SUNK S.S. SLOP SINK _____ __ ____ - C.M.U. CONCRETE MASONRY UNIT FPSC FIRE PROOF SELF CLOSING S/S STLAINLESS IiTEEL --- --- - ---- -- ---- - "" - --- "- COL. COLUMN Ji. JOINT STL/ST, STIEEL __-___ __. ___. - _- -_ __ __ - _ .__- - _ - - ___ --_ ._- - _-_ COL. CONCRETE K. KTFCHEN , STN, STLAIN _ OCCUPAN OR Residence CONST,/CONST'N. CONSTRUCTION KTTE. KITCHENETTE STOR STORAGE .__ - - _- _- EastM New York anon. ED ARp R COT. CONTINUOUS LH. LEFT HAND STRL STLRUCTURAL - USE IS UNLAWFUL - CORK. CORRIDOR LOC. LOCATION SUSPD SUSPENDED , — WITHOUT CERTIFICATE 15165 e e CPT. CARPET LT. LIGHT SYS. SYSTEM ___. - .__ . _._-_ - ___ - - -___ - __- _.__ _- - - _" -_ _ __. - __ . _ __ . .___ _ ._ ... _- - _ /+ 9i CTR. COUNTER MAX. MAXIMUM L TR3EA0 _ __ -__ - ___ _- _- _ __ UPANVY a DEMO OEMOLRION - MAS. MASONRY TEL TELEPHONE ___- _ __ _ _ __ " _- __ - __ - __ ___ C (+(+ °•R TER. TERRA2Z0 of OCC 9r 023502' OFT DETAIL MECH. MECHANICAL _.. _ .__ _ - . __ FOF Nti=� DIM. .DIMENSION MFRJ MFGR. MANUFACTURER TH./THK. THICK - DN. DOWN MIN, MINIMUM T.O TCJP OF - - - -- -- --- ---- --- ----- - - -" - DRWR. DRAWER' MIR. MIRROR TYP. VAPIOR rys DWG./S DRAWINGS M.O. MASONRY OPENING VB. VMPOR BARRIER --- - -- -- EA. EACH M.R. MOISTURE RESISTANT V.C.T. VIINYL COMPOSITION TILE _._- - --- - - --- - --- --- - -- - - - -- - - _- --- -- - - -- ELECT./ELEC. ELECTRIC(ELECTRICAL) MT. MARBLE TILE VENTIL'G VENRLATING ---- -- - LEGE DRA NINDELEVATIG INDEX EQUIP. EQUIP ON MTD. MOUNTED V.LF VERIFY IN FIELD - - -- - - _- - - --- _-- -- -- -- -_-- ---_ _- ---- 1 MTL/MET./M. METAL VIN. VIINYL - EO/EL. EQU MENT N,I C. NOT IN CONTRACT w. vurIDTH ' ETC. ETCETERA NOM. NOMINAL W/ WVITH _._- - ._ - —_ _ - _ _ _ -__ EXH. EXHAUST N.T.S. NOT TO SCALE WC WIALLCOVE13ING . _- _ _ - - __ - - - --_ --_ _- _ . - _ ._ - - _ __- - _ - - - APPROVE AS NOTED EXIST',/EXIST'G. EXISTING O.0 ON CETER WD.- WIOOD - EXT./EXrER. EXTERIOR 0 H. OPPOSITE HAND - W.P. WIATER PROOF _- - - _ _- - . . -. . F,D. FLOOR DRAIN OPF14'G, OPENING W.R. WIATER RESISTANT _ -_- -- _- ,.-_- .___ - - _ _- _ ..._ -- --- ----- - -- - - SCA NTs DATE• 3• '00 ars�z_ Br. F.F./FIN. FUR. FINISHED FLOOR DPP, OPPOSITE W.W.M. WIELDED WIRE MESH - -- -- - - _ - R TH 4 .99 FIN. FINISH PAINTD./PTDJ U.O.N. UINLESS OTHERWISE NOTED T_ -. _ _T _.__- --. -- -- - -- � L - -- - --- - _ 0 E FIN. FIXTURE PT. PATTED FO LOW NO AM TOI4 PM F E T Ami E: s#. I, I AO @ FL FLOOR P.L/P.IAM/ - -_T _- _- - -_ - _ - - ____ .___ _-_._. - --- - -_- -- - __-__- 7 5.1882 0 AM TO UIRED 8 ONS: ' PLAS.LAM. PLASTIC LAMINATE ____. -_. -_- ." _ _. __ _._-- - .__- - ___. _�____ ..-_ ._. -_ _ . ___- ___ 7. FOUNDATION • TWO REO DRAWN: ATE' 07.09 s FOR POUREDCONCRETE 2 ROUGH • FRAMING A PLUMBING - - & INSULATION ' A FINAL CONITIIOOTIpM MUST ©Copy(ightConnersCrawleyArc filepta - PE COMPLETE P"CA �t ALL CONSTRUCTION $N= MEET - NTS 611111101 N.Y. STATE ONSTRTHE EUCTION G ENFA Y CODES. NOT REQON/IILI PON o DESIGN OR.00METIIICNpM IMOIU ." y' 1 � GENERAL NOTES AND SPECIFICATIONS GENERAL NOTES AND ,SPECIFICATIONS 1. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE, 31. ALL WORK SHALL.BE CONSTRUCTED OF FIREPROOF AND FIRE RETARDANT MATERIALS AS , STATE OF NEW YORK UNDERWRITERS,ALL FEDERAL,STATE,AND MUNICIPAL REQUIRED BYCODE. 13. CONTRACTOR SHALL SUPPLY FOR APPROVAL,FINISH SAMPLES OF WOOD PRIOR TO INSTALLATION. AUTHORITIES,AND ALL UTILITY COMPANIES HAVING JURISDICTION OVER THE WORK, - NO. DATE LL 'SUBMISSION ,I( py - 32.CONTRACTOR SHALL MAINTAIN PORTABLE FIRE EXTINGUISHERS ON THE PREMISES AT ALL TIMES 14. HARDWARE NOTE'ALL CABINET DRAWERS TO BE MOUNTED ON ACCURIDE HEAVY-DULY FULL EXTENSION _ E 2, ALL WORK SHALL BE PERFORMED BY CONTRACTORS UCENSED IN THE STATE OF NEW YORK NOTE- DURING DEMOLITION AND NEW CONSTRUCTION GLIDES.ALL PULLS TO BE SUPPLED BY OWNER&INSTALLED BY CONTRACTOR. . .�� g .. ' 07,12.99 '1SSUEDFORDOS.PERMIT I�VIE*` 33.ALL PLUMBING SHALL BE NEW,PER ENGINEER'S SPECIFICATIONS. - 3. THE GENERAL CONTRACTOR SHALL OBTAIN AND SUPPLY ALL NECESSARY PERMITS AND 15. CABINET WORK TO BE INSTALLED PLUMB AND LEVEL,WITH SCRIBES AS REQUIRED FOR AN ACCURATE 07.09.99 ISSUED,FOR BID APPROVALS RELATED TO,BUT NOT SPECIFICALLY LIMITED TO,ANY AND ALL HEATING FIT.GAPS AROUND DOORS MAY NOT BE MORE THAN 1/16'AND HINGES MUST BE ADJUSTED TO VENTILATING,AIR CONDITIONING,PLUMBING,ELECTRICAL,AND NATURAL GAS WORK, 34 „ LE R ,CONTRACTOR TO(CONSULT DRAWINGS FOR.EXACf LOCA p TIONS OF ALL , - L INURES. _ FUNCTION PROPERLY AND TO MAKE GAPS EVEN: OR CAPPED DURING CONSTRUCTION. e 16. ALL CABINETRY HARDWARE TO BE AS PER SPECIFICATIONS ON DRAWINGS. D9.14-99 ISSUED FOR CONSRIUCFIDN 4, THE ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTORAK DOCUMENT A101, 1987 EDITION,OF THE AMERICAN INSTITUTE OF ARCHITECTS,IS HEREBY MADE 35,ALL ABANDONED PIPING SHALL BE REMOVED. ALL'MA.INS SHALL BE PROPERLY PLUGGED Q 16,00 - REVISION 51 - PART OF THE CONTRACT DOCUMENTS AND AS.MODIFIED, SUPPLEMENTED,AND AMENDED 17. CONTRACTOR TO COORDINATE CABINETRY FABRICATION WITH SIZES AND CLEARANCE REQUIREMENTS OF . 2.19.00 ISSUED FOR TOBAMENDE(3FIyN8(�i - - . SHALL GOVERN AND APPLY TO ALL WORK UNDER THE CONTRACT. 'IS EXPOSED,RELATED APPLIANCES.CONTRACTOR TO PROVIDE ADEQUATE POWER AND VENTILATION FOR OWNER-$UPPLED 38.WHERE NEW PLUMBING FIXTURES ARE INSTALLED AND BRANCH PIPING 1 BRANCH PIPING FROM THE FIXTURE SHALL BE REPLACED WITH NEW,AND APPLIANCES' rnl 5. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE SHUT-OFFVALVES WILL BE REPLACED WITH APPROVED VALVES. 1B. SUBMIT ALL MATERIALS SAMPLES/$PEGS FOR APPROVAL, INCLUDING: '4 CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS AND WHERE LINES ARE BRANCH PIPING WILL BE REMOVED BACK TO THE RISER CAPPED, g PAY ALL FEES REQUIRED BY THE GOVERNING NEW YORK CITY AGENCIES, 1.ALL PLUMBING FIXTURE AND FITTING TYPES,AND ACCESSORIES. - w ;{ 49 CONNECTIONS AND MADE AIR AND WATERTIGHT. 2. LGMING FIXTURES. S. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WrlH THE STIPULATIONS 3.ALL FINISH MATERIALS,INCLUDING;STONE,WOOD,P LAM,TILE,MTL LEAF,ST.SIL., PAINTS. OF LOCAL AUTHORITIES. 37,NO GALVANIZED PIPING SK41 BE USED. 4,ALL MECHANICAL GRILLES. 5.APPLIANCES'&MECHANICAL EQUIPMENT.6.ALL ALL HARDWARE FOR DOORS AND CABINETRY, p 7. THE DRAWINGS,GENERAL NOTES AND SPECIFICATIONS ARE COMPLEMENTARY;WHAT IS REQUIRED 38,NATURAL GAS PIPING SHALL BE BLACK STEEL,SCHEDULE 40.ALL FIXTURES SHALL BE 150. BY ANY AND ALL IS INCLUDED IN THE CONTRACT, R IS THE INTENT OF THE DRAWINGS,GENERAL POUND MALLEABLE IRON THREADED FITTINGS. PROVIDE SHOP DRAWINGS FOR ALL ITEMS REQUIRED,SEE NOTE 25. S NOTES AND SPECIFICATIONS TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT,AND OTHER ITEMS 39.WATERPROOFING(MEMBRANE SHALL BE APPLIED BELOW ALL NEW PLUMBING OFFSETS I INAT ARE COMPLETEANDFI ISHEDMAOR NABLYINFERABLEASNECESSARY,TOPRODUCETHEWORK BUILDING DEPARTMENT NOTES " I � IN A COMPLETE AND FINISHED MANNER. 40.ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY A NYS LICENSED - S. CONTRACTOR SHALL NOTIFY CONNERS CRAWLEY ARCHITECTS OF ANY DISCREPANCIES BETWEEN PLUMBER OR ELECTRICIAN,WHO SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED PERMITS,INSPECTIONS AND CERTIFICATIONS,AND ALL REQUIRED SIGN-OFFS. NO CHANGE70 USE, EGRESS,OR OCCUPANCY. THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST A COPY OF ALL SIGN OFF LETTERS AND CERTIFICATES INCLUDING THE ELECTRICAL UNDERWRITERS 1. _ g, CLARIFICATION BEFORE COMMENCING WORK. CERTIFICATE SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF CONSTRUCTION. - 2. NEW EXIT DOORS SHALL BE&-O"WIDE MIN. ; 9. ALL CORRESPONDENCE SHALL BE SENT TO CONNERS CRAWLEY ARCHITECTS,211 WEST 61 ST.STREET, 41.THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF COMPLETION FROM THE BUREAU OF 6TH FLOOR,NEW YORK CIN 10023.TEL 212 582 5466, FAX 212 582 5467. ELECTRICAL CONTROL AND SUBMIT THE ORIGINAL CERTIFICATE. 3. AS PRESCRIBED BY THE NEW YORK STATE CONSTRUCTION CODE, e THE FOLLOWING ITEMS SUBJECT TO INSPECTION: - 10 THE CONTRACTOR SHALL PROVIDE COMPREHENSIVE INSURANCE, BODILY INJURY INSURANCE 42.ALL CABINETRY TO COMPLY WITH THE ARCHITECTURAL WOODWORK INSTIME'S QUALTTY STANDARD A FRAMING AND PROPERTY DAMAGE INSURANCE,EACH IN THE AMOUNT OF$1,000,000.00(ONE MILLION 'PREMIUM GRADE". B.PLUMBING R DOLLARS) CERTIFICATES FOR THESE INSURANCES ARE TO BE FURNISHED BEFORE COMMENCEMENT C-INSULATION OF WORK.THE BUILDING OWNER,CONNERS CRAWLEY ARCHITECTS AND THE CLIENT SHALL BE 43,CONTRACTOR TO COORDINATE CABINETRY FABRICATION WITH SIZES AND CLEARANCE D.FINAL INSPECTION _ NAMED AS GO-INSURED PARTIES. IN ADDITION,THE CONTRACTOR SHALL FURNISH WORKMAN'S REQUIREMENTS OF APPLIANCES,CONTRACTOR TO PROVIDE ADEQUATE POWER AND VENTILATION - COMPENSATION AND EMPLOYER'S LABILITY INSURANCE COVERING ALL EMPLOYEES AND SUB- FOR OWNER-SUPPUED APPLIANCES. CONTRACTORS,ALL INSURANCE SHALL BE MAINTAINED AT ALL TIMES DURING THE COURSE w OF CONSTRUCTION. 3 44, CONTRACTOR TO CONFIRM ALL FIXTURE,HARDWARE AND FINISH SPECIFICATIONS WITH ARCHITECT -� 11.THE CONTRACTOR MUST INDEMNIFY AND HOLD HARMLESS THE TENANT(CLIENT), PRIOR TO INSTALLATION.CONTRACTOR SHALL FURNISH CUT SHEETS,SHOP DRAWINGS AND SAMPLES STRUCTURAL NOTES THE BUILDING OWNER AND THE ARCHITECT OF FINISHED MATERIALS ON ALL ITEMS.THE SHOP DRAWINGS ARE TO BE WELL-COORDINATED,DETAILED, AND BASED ON SITE CONDITIONS, PROVIDE SHOP DRAWINGS OF ALL MILLWORK,HVAC,DECORATIVE 1- STRUCTURAL WORK SHALL BE MECHANICAL DRAWINGS AND SHALL OO RDINA TO THE PROJECT��TED ANO ... METAL AND LEAFING,CUSTOM FIXTURES,CUSTOM SIZE STONE,AND ANY OTHER SPECIALTY ITEMS, SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS; 12, CONTRACTOR SHALL POST ALL APPLICABLE BUILDING PERMITS IN A VISIBLE LOCATION READY FOR REVIEW AND APPROVAL BY THE ARCHITECT. FOR INSPECTION BY THE PROPER AUTHORITIES HAVING JURISDICTION. A. THE NYS BUILDING CODE, LATEST EDITION. B. AISC SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF 45, EQUAL SUBSTITUTIONS ARE PERMISSIBLE NTH THE APPROVAL OF THE ARCHITECT SUBSTITUTIONS STRUCTURAL STEEL FOR BUILDINGS',LATEST EDITION. 13.NO WORK SHALLBE PERFORMED INAMANNER WHICH WILL THREATEN OR COMPROMISE THE STRUG MUST BE DISCUSSED IN ATIMELY MANNER SO THAT CONSIDERATION OF THE SUBSTITUTIONS DOES TUBAL STABILITY OF THE BUILDING,OR WHICH IN ANY WAY ENDANGERS THE SAFETY OF ANY PERSON WHATSOEVER.ANY AND ALL SHORING,RIGGING.SCAFFOLDING OR OTHER NOT IMPEDE THE PROGRESS OF THE WORK AND MUST BE MADE ONLY WITH THE WRITTEN APPROVAL TEMPORARY : I OF THE ARCHITECT. SUPPORT STRUCTURES SHALL BE MAINTAINED AND SECURED IN SAFE CONDITION AT ALL TIMES. 2 CONTRACTORS SHALL PROVIDE TEMPORARY SHORING AND BRACING AND 46 ALL HARDWARE AND FINISH SPECIFICATIONS SHALL BE CONFIRMED WITH ARCHITECT,AND MAKE SAFE ALL FLOORS,ROOFS,WALLS AND ADJACENT PROPERTY AS - 5 14.THE WARRANTY PERIOD IS ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION,AND CONTRACTORS SHALL FURNISH CUTS/CONTROL SAMPLES OF SAME FOR APPROVAL. PROJECT CONDITIONS REQUIRE. SHALL COVER ALL NEW WORK AND REPAIRS ON EXISTING CONDITIONS EXCEPT THAT ANY SHOP DRAWINGS AND CUT SHEETS SHALL BE REQUIRED FOR THE FOLLOWING ITEMS: EQUIPMENT WHICH HAS A LONGER WARRANTY FROM ITS MANUFACTURER SHALL STILL HAVE THE 3.ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 WARRANTY, a. DOORIS AND WINDOWS - b. PLUM63ING FIXTURES AND FITTINGS - 15.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TRAFFIC VIOLATIONS DUE TO HIS c. ALL MIJLLWORK AND CABINETRY 4, PAINT ALL STEELS AS FOLLOWS: OPERATION AND THE MISUSE OF STREETS AND SIDEWALKS. d, ALL LIGHTING FIXTURESe. HARDWVARE SCHEDULE I. KITCHIEN/OTHER APPLIANCES STRUCTURAL STEEL 16.CONSTRUCTION WORK WILL NOT CREATE DUST,DIRT OR OTHER SUCH INCONVENIENCES TO OTHER g. STAIR$AND RAILINGS RUST INHIBITION PRIMER CONFORMING TO TT-P-86,TYPE 1, ADJACENT PROPERTIES. h. A/C EQUIPMENT AND DUCTS OR TNEMEC EXTERIOR 510-99 OR 88-555. a• I. STRUCTURAL STEEL AND WOOD 17.CONVRUC11ON OPERATION WILL NOT BLOCK MEANS OF EGRESS AND WILL NOT BLOCK OR I. WINDOW TREATMENTS RESTRICT SAFE PASSAGE ON THE SIDEWALKS SAFETY SIGNS WILL BE POSTED AS REQUIRED. X ARCHITECTURAL METAL GRILLES 18. CONTRACTOR SHALL KEEP AREAS ADJACENT To CONSTRUCTION IN A CLEAN,ORDERLY CONDITION ' THROUGHOUT THE DURATION OF THE JOB.IN ADDITION,CONTRACTOR SHALL PROVIDE FINISH SAMPLER SHALL BE REQUIRED FOR THE FOLLOWING ITEMS: CONTINUOUS PROTECTION AGAINST DAMAGE AND WEAR TO THE BUILDING PREMISES AND . STONE AND TILE(ALL LOCATIONS) 6 ADJACENT AREAS FOR THE DURATION OF THE WORK. aa. MILLWORK AND CABINETRY - - c. WOOD FLOORING 19. CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO PROTECT THE SITE AND ITS d. GLASS "+ CONTENTS FROM DAMAGE OR THEFT,AND SHALL BE RESPONSIBLE FOR AND INSURED a STEEL AGAINST SAME I. ARCHITECTURAL METAL GRILLES , $, g. WOOD STAIR RAILINGS,TREADS,STRINGERS - 20, CONTRACTOR SHALL REPAIR, RESTORE OR REPLACE ALL CONSTRUCTION, FINISHES,MATERIALS, EQUIPMENT, FURNISHINGS,AND PROPERTY AS AFFECTED OR DAMAGED BY THIS WORK TO SUBSTITUTION OF MATERIALS MAY BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT. 1-1 g ORIGINAL CONDITIONS. COI 47. GENERAL NOTES AND SPECIFICATIONS (RRCs ARE APPLICABLE TO ALL TRADES. ' 21.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AL _ EOF ALL WORK 40.THE ARCHITECT NOT BEEN - 8 AR HREC HAS RETAINED SHALL BE PERFORMED IN ACCORDANCE WITH A WRIfiEN TIME SCHEDULE ESTABLISHED N D TO PROVIDE SUPERVISION. CI ,} I P.C. ' WITH THE OWNER PRIOR TO THE START OF WORK 49, CONTRACTOR TO PROVIDE FLUSH ACCESS DOORS OR PANELS(METAL FRAME WITH GWB, PLASTER aW}Gp� FF 22 CONTRACTOR SHALL MAINTAIN AND PAY FOR A SEPARATE COMMUNICATION LNE FOR TELEPHONE PANEL OR BIRCH PLYWOOD)TO EXISTING PLUMBING VALVES. AL1r�C�I Crawley : . TO BE UTILIZED DURING THE COURSE OF CONSTRUCTION. 50. CONTRACTOR TO COORDINATE ALL WORK PERFORMED BY ALL PARTIES, 211 WEST 61ST STREET NEW YORK CTTY 10023 212562 5g66 23,A GENERAL CONTRACTOR FOREMAN IS REQUIRED TO BE ON THE JOB SITE ALL TIMES WHEN ANY p�r� WORK IS IN PROGRESS. - THE L M 24 BUILDING GRITS COENISWBLE OATIMELY AND COMPLETE MANNERR CORRECTING ANY ECONSTO NSTEMNOF APPEARANCE MILLWORK MOTES I AND QUALITY WITH THE CONDITION BEFORE DAMAGE OCCURRED, 1. ALL CABINETRY TO(COMPLY WITH THE ARCHITECTURAL WOODWORK INSTITUTE'S QUALITY STANDARD -; 6 25.ALL DIMENSIONS INDICATED TO BE VERIFIED IN FIELD REFER TO WRITTEN DIMENSIONS ONLY, DO NOT 'PREMIUM GRADE'. Fried�I�� SCALE DRAWINGSI{_., 2. THE CONTRACTOR ISHALL FURNISH AND INSTALL COMPLETE,ALL INTERIOR FINISHED CABINETRY WORK Residence . ,�gQED ARC 26.DEMOLITION:ALL DEBRIS AND PRODUCTS OF DEMOLITION NOT DESIGNATED FOR REUSE OR A9 SHOWN IN THE ORAWINGXI. 5 OR WASTE MATERIAL DUE TO NEW CONSTRUCTION SHALL BE REMOVED FROM THE PREMISES ANDF, 2 LEGALLY DISPOSED OF,THE SITE SHALL BE LEFT BROOM CLEAN AT THE END OF EVERY 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS FOR APPROVAL OF ALL CABINETRY, 75155 North Road �Q WORKING DAY. INCLUDING STAINLESS STEEL,AND STONE COUNTERTOPS. East 5 North , New York „ 8 4. CONTRACTOR TO VERIFY LEVEL OF FLOOR AND INFORM ARCHITECT OF SAME PRIOR TO FABRICATION AND - 27. ALL NEW WALLS TO BE 5/8'GYPSUM BOARD INSTALLATION OF CABINETRY.CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD 4� 5. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. 023502 9p�CO2 N yO 28. ALL NEW AND EXISTING WALL AND CEIUNG SURFACES TO BE PREPARED SMOOTH,CLEAN AND READY TO PAINT,ALL HOLES OR DEFECTS IN EXISTING WALLS AND CEIUNG$RELATED TO REMOVAL OF ANY 6. PROVIDE BLOCKINGi AND GROUNDS AS REQUIRED. DEMOLITION WORK OR INSTALLATION OF NEW FIXTURES OR SYSTEMS SHALL BE COMPLETELY FILLED AND REPAIRED, READY FOR PAINT SEE FINISH SCHEDULES FOR PAINT AND DRYWALL PREP.SPECIFICATION. 7. NO REVEALS BETWEFEN CABINETRY AND WALL,ALL TO BE FLUSH. CONTRACTOR TO CONSULT WITH MANUFACTURER IN THE SELECTION OF PROPER PRIMER FOR VARIOUS SUBSURFACES, 8. MAINTAIN ALL ALIGMMENTS BETWEEN VERTICAL SUPPORTS INDICATED ON DRAWINGS. GENERAL NOTES, 1` BUILDING DEPT, NOTES 29. FINISHES,PRIOR TO THE COMMENCEMENT OF THE RELATED WORK. IF UNSUITABLE THE - 9. CABINETRY BODY,SHELVES,AND DRAWERS AT KITCHEN TO BE 3/4"THICK FURNITURE GRADE PLYWOOD. yy CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING PRIOR TO THE COMMENCEMENT - DOORS TO BE FLUSH FINISH WITH 2 COATS POLYURETHANE.INTERIORS OF CABINETS SHALL RECEIVE 8 OF WORK, MELAMINE FINISH. - - - " 30 FIRE SAFETY.ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE 10, CABINETRY BODY,SIHELVES,AND DRAWERS AT ALL OTHER LOCATIONS TO BE 3/4"THICK FURNITURE GRADE MANUFACTURER'S CONTAINERS.ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN PLYWOOD,(OR IN TIHICKNESS INDICATED IN DRAWING). " AN ADEQUATELY VENTILATED SPACE.ALL ELECTRICAL POWER IN THE CONSTRUCTION SITE SCALE: N.T s. TO BE SHUTOFF AFTER WORKING HOURS. 11. SCREW ATTACH CAR31NETRY FROM BEHIND WHERE THIS IS NOT POSSIBLE, FASTEN WITH 7-CLIPS DATE: OZOsss t 12. /�.1♦ iO ALL VERTICAL SUPPORTS TO BE 3/4"PLYWOOD. DRAWN: WWP / ` 3, pCopyright Conners Cra Otey ArohttecCs u ,� .( 1ilss►cN t 1 REMOVE ALL EXIST NO DATE, EXISTING OUTDOOR _._ - PLUMOING FIXTURES, _ - DECK TO REMAIN \ SOFFMS,FASCIAS,AND IS9UEF)'FORDOE PFiRMq'RE -{ RELATED FRAMING 9T.0999 ISStlil BID I a i REMOVETILE FLOORG, MST . ____ - - - ATd6.99 ADDENDUM 01 BASE,THRESHOLDS,ETCI - REMOVE LIGHTING STAIR EXIST. 09.1499 ISSUED:FOR DONSTRUCIION t STAIR AND RAIL REMOVE EXIST 'ON ,- REMOVE EXIST. INEXISTING\ / WINDOWS _. - - - - 1 ,2.9.00 I1.6.00 R59� IO��SrFDA DOB AMENDED PILING OUTDOOR SHOWER �' SLIDING GLASS DOOR 'i,. - % Rr7- �+ I �I 1I l i�i �_ ,I i __ I D_EM�OLT�ONNOTESJOVE ALL EXISTING 1 REFER TO SHEETS IN A9 SERIES FOR GENERAL NOTES AND INFORMATION._____________ E !� __' UP "` I I j rr \' I l r{I / - INTERIOR FINISHES AND TRIM I I I I it 1 1 I r I II i.' I I EXISTING ,• i i I I 2, REMOVE ALL EXISTING CEDAR SHINGLE SIDING ON EXTERIOR,AND ALL WINDOW < 8�r REMOVE EXISTING III II II BATHROOM ___ _y I, EXISTING I/I E WINDOW EXISTING _. _ __,__ REMOVE GWB AND ANY FINISH l _�_�... f_i_,_.TLIL ii ii,-- . _I _____y BEDROOM_ /jL '____ SHUTTERS,THROUGHOUT. 1 - _ MATERIAL TO EXISTING SUDS _ r�-_� ill II al 1 / L______ _ - a WHERE REGD. TO INSTALL 3. REMOVE EXISTING GWB,WOOD FURRING,$PLASTER Q CEILINGS,U.O.N. EXISTING NEWSTUDS.REFER TO LIVING_ STRUCTURAL DWGS, i i `- --� II- - - I CARPEr,FINISH EXIST a. REMOVE EXISTINGFLOORING MATERIALAND BASE TRIM TING FLOOR REGISTERS FOR REUSE .REMOVE&RELOCATE EXISTING I- _ - - __n THROUGHOUT. REMOVE AND SAVE EXIS EXISTING REFRIGERATOR REMOVE CARPET _-_ --- _ ----- -- CLOSET FIXTURES,II•/ `I BATHROOM - SHELVING, HANGING d= . 11 tv V DOORS 5. APPLIANCES SHALLBE DISCONNECTED AND SAVED,U.O.N. REMOVE MASONRY I _ 1 __ __ ..-...� I __ - REMOVE PORTION OF I I -� II IIII Ila nr r I I WINDOWS TO REMAIN,U.O.N. ' FIREPLACE,MANTLE, L___.�_ _J �____�_� nll Ii 6. EXISTING W4 yy a EXISTING SUBFLOOR TO NE EXIST GAS TANKS _--- RELATED ITEMS-_-- - REMOVE EXIST.W/O, iI ,rII I1 fl J DUCTS AND BOILER FLUE. LIGHT FIXTURES,WALL MOUMED FIXTURES,CONIAOLS WIRING AND . TO REMAIN --- _--- ---- FWE AND OTHER -- I1 ;�`- ~1/ _- - , L__-_'_--JL�I / \ J ` ACCOMMODATE 11 81MR OfTEMSAS NOTED ANO WHEREREOUIRED. - 1 ` MECHANICAL ___ __ _ _ REFER TO AI.1, __ _____ 2 --- r-"-- ""'-'-"'+-r ry� -EXISTT.PIL MB.MEC. -! \, ---- ---- PLUMBING FIXTURES,FITTINGS,AND PIPING BACK TO MAINS;PROVIDE - / _ "1 i AND OTHER RELATED `�' L/ — J I ALL REQUIRED(GAS d WATER SHUTOFFS,CAP ALL ONES PROPERLY III W " D III ITEMS, RELOCATE TO REFRIG. 1 i 1i y BASEMENT 9. PROVIDE ALL.UTILITY SHUT-0FFS AND CAPPING - 10 PROTECT ALL EXISTING TREES ON S d REMOVE EXHAUST r_1_ '' a DN r„- _.�________________ ____� IC____-__� - SITE. . 1 II n .. n�1 I T._______________ _ II -� r- 11. CONTRACTOR SHALL OBTAIN AND HOLD ALL REQUIRED CARTING AND OUMPSTER e HOOD OVERHEAD FAN& I I l w I I I OTHER RELATED ITEMS. 11 EXISTING ur 4KRONEN RELOCATE ELEC.B MECH / �'I 'u11 11 u I PERMITS,AND S;HALL CONFORM TO ALL LOCAL AND STATE REGULATIONS. k CONNECT TO NEW STOVE _ _ 1. REMOVE PANTRY lu 1111 I I . r ur'--- ---I' EXISTING . r _ - r , EXISTING . 1 1 III _ __ 111 I I BEDROOM - �' BEDROOM 42. CONTRACTOR SHALL PROVIDE LIFE SAFETY MEASURES,SITE SECURITY,AND REMOVE STOVE& - -� REMOVE LINOLEUM--' Ili Illlr ---- WEATHER PROTECTION,DURING DEMOLITION AND FOR DURATION OF PROJECT _ DISCONNECT GAS. - --- _ _ REROUTE GAS 8 CONNECT Ir REMOVE EXIST STAIR _ IIII If ON n TO NEW LOCATION AND HAILING REMOVE EXISTING --- 1 11 1�' RELOCATE EXIST. WINDOW / ----ELEC OUTLETS TO ---- __ .. k' L. COUNTER HEIGHT 11 li ii _ REMOVE SINK FITTINGS,-- " I LI - - = �= 1 1 ---- - - RELOCATE EXIST. )'• AND RELATED PLUMBING T F{-Ir-T I 11 11 I I ELEC.SWITCH In 3 — - -I IF - (_ `h r = REMOVE ALL BASE ------- - REMOVE IXISTIG WINDOW AND OVERHEAD -_- "------ - REMOVE METAL - - - \ REMOVE EXIST. - CABINETRY,COUNTERTOPS. HANDRAIL AND POSTS CLOSET FIXTURES, RELOCATE PLUMBING �� SHELVING,HANGING FIXTURES; SEE A1.1 - \ DOORS,AND FLOOR'G - REMOVE EXISTING DOOR, \ -, SIDELIGHTS,DECORATIVE \ MATERIAL PILASTERS N PEDIMENT. _. 3 REMOVE PORTION OF REMOVE EXIST. . r € First Floor Demolition Plan EXISTING WALL AS REOD,FOR SHUTTERS LEGEND INSTALLATION OF NEW DOOR - -- -- REMOVE EXIST.WINDOW = EXIISTING WALL OR OBJECT TO BE REMOVED AND SIDELIGHT ASSEMBLY REFER TO ELEVATIONS EXISTING WALL OR OBJECT TO REMAIN _ EXISTING STONE STEPS - - yd &GARDEN WALL TO - REMAIN AI B )� A( CC D E F ) lG1 H J \ ) REMOVE EXIST WINDOW AND ' `I ANY EXIST FRAME ELEMENTS "I AND TRIM,OPENING TO BE I. SEALED EXISTING ELEC.PANEL Conners TO REMAIN Crawley 7 — ` A 'CAIN RAIN 1HWH Architects P,C: I 1 III 11 ¶P EM --- — REMOVE EXIST.OIL RR u �Ru�y E r 211 WEST NEWVORKCRY10023 21258d6w 1111 \ �� ' TOSTINGWREMAIN INDOW - I 111 I III l i I 1111 I`- ` I ' I I I I I I II f I I I IIII II III l i � 1111 I I I I I I s. EXI ING IIII III I i i IIII i EXISTING I, z _ JE MENT I I I I III I III I I IIII � BOILER-RM RE M_O_ _PORTION _OF 6 EXISTING SUBFLOOR A BOVE Fried CC MEHANICM DUCTS ANDREPCE EXISTING�G CJLUM�SBOILER FLUE.REFER TO All Residence T —1ill15155 North Rad— _ i ISI � okM , Y Trym,�-�:RFE�oC,AgRytG New y�+hjyA I ( 111 III EXISTING EXISTINGWINDOW -- III III -h GARAGE �. O'3602 TO REMAIN II FOF'IV. n;-y,l I I I I I I I I I I I I III I II i I I I I I I I I I III I III I I I I I I I I 1 , 111 111 EXISTING GARAGE DOORS - BASEMENT�AN,D IRS'1' � a1� m 1 to TO REMAIN — FLOOR DEMOLITIONPLANS"yl I ' I 1 I I I I I I I 1111 1 III — —�-- I I 11 1 I I I I I I � 1111 I III — — — - - Ll - DATE: ,08.14,99 11 NORTH DRAWN: 'CUB/WWP/LH A gg Basement Demolition Plan QCopyrienc Conners CrEEWjq Architects u B", Y NO. DATESk161lAfS `f(dN 07'.1z.9A ISSIIFA.F01ib0 F1EfiPAFf,RE19ENh ,,,l Q (A ) ( 13 ) (Ic) ( D) ( E ) ( F ') ( G ) ( H ) ( J ) - 07109,09, 1SSUEDF0RBD DEMOLITION NOTES I - 1. REFER TO SHEETS IN AD SERIES FORGENERAL NOTES AND INFORMATION. . 09.14,99 ISSI'IED.FOR"STIiUC'II r "-- i -_--1_______________ ^�.>_ f_�- `_ ________--------- _________________ _ __t__�____� ________ I _ 1 2. REFER TO DEMOLfRON NOTES ON DLI. 2.B.W ISSUED FOR DOE.AMENDED FIUNLi'ie . 1 - __— - —.._ _. GUTTEH -- - I ______ ___ _______�_______________________ ________I ---_ — _-_- FRAMING. REMOVE 3. REMOVE EXISTING ROOF:REMOVE SHINGLES,SHEATHING,INSULATION,AND Q ''Ff —_ i� --___ ' _( r-" - 1 t �1 --_- NI GUTTERS AND DOWNSPOUTS 3 ' 1 1 1 _ ii I 4. REMOVE ALL EXISTING CEDAR SHINGLE SIDING ON EXTERIOR,AND ALL WINDOW II --�--_r d it 1 l SHUTTERS,THROUGHOUT. REM 9 I - 1 5. REMOVE EXISTING GWB,WOOD FURRING,8 PLASTER @ CEILINGS,UI1 ROOFING MATERIAL, AND FRAMING I i i 6, REMOVE EXISTING CARPET,FINISH FLOORING MATERW,AND BASE TRIM " THROUGHOUT. REMOVE AND SAVE EXISTING FLOOR REGISTERS FOR REUSE, 7 EXISTING WINDOWS TO REMAIN,U.O.N.REMOVE - ff i� MASONRY CHIMNEY 6. REMOVE ALL LIGHT FIXTURES,WALL MOUNTED FIXTURES,CONTROLS WIRING AND 1 I 1 I SIMILAR ITEMS AS NOTED AND WHERE REQUIRED. I ---------------- I � e REMOVE EXISTG I RIDGE BEAM ''..�. S it I 1i I - REMOVEEXISTGDORMER I. -- _- �-- — ---------- _1------------------------'------------------ -------------------- --------- ----- �_______________________ LEGEND EXISTING WALL OR OBJECT TO BE REMOVED ', ' .',F't, Roof Demolition Plan EXISTING WALL OR OBJECT TO REMAIN ( A ) ( B ) i c ) � o � ( EJ � F ) � G ) ( � ) ( � � SII � � REMOVE EXISTIG WINDOW II ON EXISTING j 1 y T_ _________ BEDROOM i Conners IGrS 1 REMOVE RTION OF 1 I I UBFLOOR TO EXISTING 1 1 EXISTING i i IMI g Crawley TM ATTIC l i i • i i DUCTS BOILER FHANICAL l l _ ii LI -,, REFERTOAi2Architects, P C. S REMOVE FLOOR CONSTRUCTION PS i - REMOVE {' 1 GiB6 I REQUIRED TO PROVIDE FULL HEIGHT - _- _ " - FIREPLACE CAVITY, 211 WEST 61ST STREET NEWVORKGfRY 10D23 212662 .- SPACE FROM FIRST FLOOR TO ROOF. I I i REFER TO CONSTRUCTION PLANS RELATE(ITEMS R 1 1 IF Z --- -- — - i/ \y — rI ---------------- REM I EXISTG ED AR CLOS FIXTURES R e S i d e n c q�CP -- - REMOVE GWB AND ANY FINISH SHELVING, HANG RODS, DOORS 15155 North Road EXISTING R MATERIAL TO STUDS East Madon,New York WHERE REGD. TO INSTALL NEW STUDS,REFER TO 5 - STRUCTURAL OWES. d1IF �- 9p 23602 p� ( 3 J - - - - - - -- - - - --- - -- NORTH LOFT AND ROOF. DEMOLITION PLANS I Y SCALE: 1/4"= V-0:. .5 �yT 4 Y� 3 DATE: 09-14.99DIr ( DRAWN: .CB/WW/LH' 2 Loft Demolition Plan „ 114'= V-D' _ 4 mCopyrlght Conners Crawley Arghdects," I jy ( A ( B ) l C D E (/F ) (G l� ( H ) ( J J CONSTRUCTION LEGEND g / © EXISTING WALL TO REMAIN 3-T - .- _— _._ 6-178'L'MIN. SUBMI$SIfQN NEW PARTITION/CONSTRUCTION 07.1299 ISst�oFORDoe PERnlrri�y>pW! I FLOOR MATERIAL TRANSITION 07.09.99 ISS=FOR9ID 0776.99 'MDENDUM YI , EXISTING DECK TO REMAIN 09.14.88 ISSUED FOR OQNSTflI�(STION 1.6.00 ' REVI910N 111 2.19.00 ISSUED FOR WBAMEN©ED Al 8 WOODAND TEMP GLASS I , DOOR&WINDOW WALL SYSTEM \ ON ON j T €€€ SEE A3.1 FOR ELEV I � ; y,I I i - _ I ' CONSTRUCTION NOTES 1. FER TO SHEETS IN AD SERIES t - _ _ JI L GENERALNOTESNOTES AND INFORMATION. R v 2.PATCH AND REPAIR WAIL SURFACES WHERE I I i A ' �'-� / X V % / v �' V / A �� ' •, I WALLS OR GAB FURRING HAVE BEEN 1 ` ___ -BUILT-IN MILLWORK I REMOVED. MATCH ADJACENT EXISTING WALL `I PROVIDE OPENING FOR x ` "ri k X' ,C \ \ ;t k. i` _ - STORAGE.REFER TO :SURFACES. WOOD BURNING STOVE _ _ MILLWORKDETAILS. ( . ILI LE �'- .' w / �. i \ ` • t / \ x. ' "\ 1 3 I 3 PATCH AND REPAIR CEILING WHERE WALLS WOOD BURNING /X' r x \ k, >< ,v • I AND OVERHEAD LIGHTING FIXTURES HAVE FIREPLACE PROVIDED BY IV ? ti;� ;U(�t�JIdINGi A "� \ > - ,% A � STAI #3 ,/ . - — _T / BEEN REMOVEDTO MATCHADJACENT d OWNER INSTALLED BYG.0 _ ;`x x V , !/l \FIf19T F�Qpj✓ A ✓ A / •� .__ / EXISTING CEILING. �`- I� x K f X > MUDSETTILE FLOORING - - _ (BUBFLO R / - , . .E -0` Q�- A BATH t v \. v / v / ," \ i' " \. / • / \ r - CLOSET 6 - .> BEDROOM FINISH NOTES WALL CONT.FROM FIRST FLOOR TO ROOF;REFER TO � I \A x✓ x� " ` w \ \ /`� \ \, 1 //` x " ,; F ` � - -teb -- / ._ I 1. PflOMOE SAMPLES OF ALL MATERIALS FOR - STRUCTURAL DWGB ,,` n ,\ ,ATH HARDWOOD FLOOR u x +w j° x &PAINTED BASE TRIM I APPROVAL �� K•, \ / - _- _ 2. ALL ED,REPAIRED DOORS TO REMAINEOI TO BE - REFER TO STTiUCNRAI--, J � y \ ,," v / v V x A ,' tlA I- , , " r o w PLANS FOR NEW COLUMNS \, . x xw ,/\ .< ;'\ /'\ �ir \ \ _ T�pWOGD SCRAPED,REPAIRED AS REQUIRED,AND-- " � , " � PAINTED. \ - 3. ALL WOOD DOOR AND WINDOW FRAMES, a 'rl • ' / , "'i - :4� .\ : - ' x 1= \ 104 SASE,MOLDING,SILLS PND OTHER TRIM TO BE wx \ � � PAINTED SEMIGLOSS ALKYD UNLESSALL'L 107 M"SOTHERWISE SPECIFIED.\ f\ /' \ /\ -'\ epi / .� r /\, Ff'.\x; A V� Dry r= ;,wBEDROOM — 4AIL NEW STONE SURFACES TO BE SEALED.i ''`t0V \ \ \! �,\ tO4A PROVIDE AND INSTALL EE STRUCT. FOR FOUAW MANUFACTURERS'SPEcinCATIONS./ \QFC EN ' A __ CLOSET SMOKE DETECTOR L� HEER WALLNOTES I - B / . / '•. x v �/� A X8T - HARDWOOD FLOORINGWITHH FLOOR HEATING p C 1W5. COORDINATE INSTALLATION OF NEW qq A DGA STAIR k HARDWOOD FLOOR-- 9 ' ' II . 106 REGISTERS. RE T &PAINED BASE TRIM r z' x: x" r ;r X n BEDROOM JI w MILLWORK CABINETRY_ w : 'v ;-V - REFER TO MILLWORK DETAILS I '' 'x. Y X I _ PLUMBING NOTES ENTRY '" ISNVIrER �` SINK �. }V�JGE,C(76KTOP&HOOD . ;;/ w�.� , EL ., 3 91 ''ql " WD ON _ - = 1. PROVIDE PLUMBING CONNECTION FOR -__ - REFRIGERATOR ICEMAKER,WASHING MACHINE - IN E AND ANY FIXTURES AN STAIR 1`t - BASEMENT, - I APPLIANCES AS REGD. a 3 ' -- L - - - - --W-- - - - - CEDAR TONGUES -_ - - - - - - - -' - - - .- - - - - - - - MECHANICAL NOTES _ _ ___ __ _ _ - - -GROOVE ENTRY;GLASS FULL HT MILLWORK DOOR,REFER TO 1. PROVIDE NEW DUCTING AS REO'D.FROM _ !. FIN,WD,VENEER ALL ELEVATION NEW HVAC TO EXIST.FLOOR REGISTER SIDES;BACK PANEL TO LOCATIONS F3 ENTRY FLOOR � I First Floor Construction Plan If ( A ) ( B ) ( C ) ( D ( ( Ei ( F � G / � rr Conners F-� INSTALL CMU TO -- NEW OIL FIRED I - -- ` o mets ' SEAL EXISTING SINGLE DUCT H AC j i ' . . SYSTEM COOR�. LOCATIONS Crawley a ey - OPENING; �J CLW I�+ INSTALL WATERPROOFING ` OF NEW&EXIST.DUCTS INTERIOR&EXTERIOR FINISH W/NEW&EXISII.FLOOR FXISnNG 0 CMU TO MATCH EXISTING \I REGISTERS,TYF. - FOUNDATION WALL Architects, r- C I .. I�yVH 211 WEST 61ST MEET NEWYORK CITY 1002 2'126826400 I I I I I I 11 I I I I I lil i1 III I I I I / I I I III I III _ III I I I I I I I I I I I III I 111 —I -III IIIf EXISTING ELEC NEW HVAC EOU17i- SERVICE METER& III III III 203 Fried ELEC.PANEL ® DUCTWORK OPENING IN ® I I hZ MEN_T_I 1 III I III III BOILER RM. CEILING ABOVE GAf AGE " f3eSldenC@ C pF D ARL G h 4 East Marion,New York < ,q. I I RFlfNy,l 1" / - NO, . DATE SUBM1SS1gN �d CA ) ( B ) c ) � _D ) CEJ vF ) (G ( H ) ( J x'07,12.91L ISS h1EDFORq-O P,4,1M1TrlBidEx!;k1 - -- BALCONY BELOW „ g _ 07.09.99 ISSUED FORBID B - GUTTER&DOWNSPOUTS � � 07.16.99' ADDENDUM�1 I II I I I I 09.+4.99 ISSUED FOR CONSTRUQRQCL ,1.0.00. . .REVISION 01 I . 9.00 AMENDEkTALll�i3 ; CONSTRUCTION NOTES 21 ISSUED F6R 008 ^ 41 �r 01 1. REFER TO SHEETS IN AO SERIES FOR GENERAL NOTES AND INFORMATION. IIT / 2. REFER TO NOTES,AND FINISH SCHEDULE ON AI.I. - { 3 NEW ROOF THROUGHOUT: NEWFRAMING, I -- NEW ASPHALT SHEATHING,SHINGLES,AND INSULATION THROUGHOUT SHNINGLE ROOFI REFER TO ROOF DETAILS y 4 4. PROVIDE NEW GUTTERS AND DOWNSPOUTS AS PER SLOPE S E ELEVATIONS. 8 SLOPE TON .S NEW CEDAR (r ") SHINGLE ROOF -.. r RIDGE VENT,SEE ROOF DETAILS PE 3E NEW ASPHALT— - ON § SHINGLE ROOF 6 BOILER FLUEPENETRATING 4 METAL ROOF THROUGH �- I s y I - - - -.. Roof Construction Plan - GUTTERaDowNGPours , 1 .n y�I ( A ) ( B ) ( CD ) ( E ) ( F ) iG1 iH ) CJ ) 311-P 81-1018'-V MIN VA.F. 3'-7' 8,-5" S-P ., I c - TREATED W000 FLOOR BOARDS -- AND POWDER COATED STEEL RAILING " s I I 204 BALCONY / -- WOOD AND TEMP.GLASS L SIDING DOOR ° SEE A3.1 FOR ELEV. „r Conners 4�f I ( _ I ^'. \ NEW FULL Hi TEMPERED GLASS r� 1 1 / PARTITION CCGIWIe o ; 202A HARDWOOD Architects, P.C. SHOWER 8PT0. BASE TRIM /E 1 - rA WOOD BE, H I f 211 WEST0ISTSTREET NEWYORKCITY 10023 212582'64§B ;I ® i M.BATH . I NEW EXT WALL .9 U 5/B GWB 0/ZVS W/BATT 1 I FIRE RATED CHASE 201 I INSUL.O/PLYWD.SHEATHING .� W/CEDAR SHINGLES 6 M_BEDROOM W/HAG RODS y OPEN TO BELOW - AND SHOMILLWT NG NDETAILED Ei INSTALL HARDWARE I Fried to U 2 — — — — - -- — — — — — - Residence :I :.'iSO 15+55 Norm RoadK�PED R East Marion,New Yodt rT o2a5n ,l� r i QF _qj _ 'PROVIDE 4ND INSTALL -Ji 'rqV SMOKED CTOR - - - PROVIDE PLYWOOD I ` ® SUBFLODR IN ATTIC { BROAN ATTIC FAN — LOFT LEVEL AND'A00F'`: �- CONSTRUCTION , r „ J ,I . _ SCALE: 1/4 = 1•-0 NORT}-1 _ DATE: +1 2 Loft Construction pian DRAWN: CtB/WWF/LH 1/4•= 1'-0• b ©Copyiight COnnem Cra NIBY Archfteots - Q sUMIuSQ�k NQ DAT 5 a -_ .L_�_ / '�-+ . 071Z99 MLAED�FQADp,B RRF+NE*YR'y,4 rr ' J` ( n, \.`-' ,..0 'C n -^ /_ � - ^ w9s 99 ISSUED FDRPID 'v J r C L l 1.� l !1 C ) O O ( � ) . (_ . ) /' 3 �., BURNINGs OVE ooD - EXISTINGRIDGE 219.00 ISIEDNlSSUED FDA Odtflffi R ,00 NEW ATTIC FAN(BRAUN) - kBDOOM RUN _ 2 CEDAR SHINGLE SIDING r .` -- —_-- NEWPAI AND INS SIDING NEW SHINGLE ROOF PROVIDE AND INSTALL SHPALT x r e —-NEW GUTTER&DOWNSPOUT' 12 1 INSTALL . PROVIDE ONY -/-s PSEE DETAILS NG--_- -_-- _. - � _ - � � PAINTED WOOD TRIM , . ti NEW BALCONY __ <i SECOND FLOOR - - -_ - - FOR NEW GUTTER&DOWNSPOUT --- - _ PROVIDE&INSTALL -� WEATHERPROOF ELEC CONNECTION NEW OUTDOOR LIGHTING T THREE LOCATIONS PAINTE WOOGD AANND _ - -- EXISTING WINDOWS - WNDOWS .. TO REMAIN t _ - - - '- NEW CEDAR SHINGLE SIDING _ FIRST FLOOR J, 8 IL PAINTED FASCIA BOARD,TYP--FROSTFREE / PROVIDE AND INSTALL FREE OUTDOORS SHO ---- _� / I _ CMU AT EXISTING OPENING PLUMBING, HOSE BIB PROVIDE& _ _ INSTALL OWNER PROVIDED PROVIDE AND INSTALL i -_--- -- - --- - EXISTING 6 ._.L -- ---- GARAGE BEYOND WEATHERPROOF OUTLET---- L STING DECK TO REMAIN PROVIDE AND INSTALL " PAINTED T&G SIDING / --PROVIDE AND INSTALL . . x NEW PTD WOOD AND TEMP.LOW-E GLASS DOORS&WINDOWS ------- 9 East Elevation North Elevation 4 3 1/<"= ro 2 l ( 3 ) o EXlsneG 6 8 RIDGE - NEW CEDAR 5 PROVIDEANDINSTAL',L HINGLE ROOF r PAINTED WOOD TRIM[ Couriers OF _ �- NEW ASPHALT SHINGiLE R NEW FLU STOVE WOOED Crawley --- y -- - - - 12 Architects, P.0 - - � 9 NEW CEDAR SHINGLES SIDING - "- -- - _ ._ `- - - 211 WEST 61ST STREET NEW YORK CITY 100x{ 212587,6400 SECOND FLOOR Fried t --- - - -- - -- - �-- - NEW WINDOWS IN EXISTING OPENINGS Reside, SI I, - �� �/' FIRST FLOOR 15155 North Road Fe r FIRST FLOOR ;�, ., - R East Marion.NmLYork ELEV.. s LEVEL OX NEW WINOM IN 9 EXISTING OPENINGSELEV.. 9-91fY i M1 _ PROVIDE&INSTALL PAINTED rr EXISTING GAS T&G SIDING TANKS TO REMAIN �� o - - S PROVIDE&INSTALL NEW PTD p �y, �y '." y- �y+� y� WOOD BTEMP.LOW-E GLASSBUILbKbi ELc�111IONS, DOOR . PAINT ALL E7CTEIRIOR TRIM EXISTING GARAGE DOORS . y - THROUGHOUT([fl'P,) --- TO REMNN West Elevation 1 South Elevation SCALE,, /4 o � TE: d9 74.98 vi kti RAWN WWP/CL9 ®COpYli9tit:CarYn�fslr9M)79y1 k r I . ... ..-_ . 5`, , . .. __._ - .__' -_—_ ..— __ ., ___�_ .__' _, __ _ — _ _, _,_ - __ - � y�iv' W" b -' -Lr;l .. -v—� . , `rvw� .T,,r•,r y.v'�. .d.T ' .( {{ .P^. ' . ,;, . r V � ., r _ .Y : q ffl. .I y1y X•y5 "� {' YH �, � (__ . . , . _� �_ .., ' ' ,; ' � r+,^' i _ `i`,1 ryi�i' �� .Fr�i�N;x'v'!',� fAk„II�Q;(•�td i�tyY Icr l���I�', � "�{ il, pp 4 ' 1.', A '"ti. ! a°' 1 z�+. b, . Y, -zW. R4lC,7r �!, b•Id 'I I�I ) I) A B C\ C3 E F.�_ t F G M ��' y1S;i13.E 7 v ','1T 1hA r , Thr - �' J`,+ ia t 15 . "Y r ' y-r ' r4 $ _ �; PLYWOOD SHEAR WAIL WITH 1/2' STRUCTURAL I PLYWOOD 'r BOTH SIDES AND ALL PLYWOODJOINTS BLOCKED, SEE yy FAR WALL.NOES. EXTERIOR PLYWOOD h PLANE Of " CONDNU0114LACS WROSI WN rl, V� y i°5✓° Id' T, ur)tnp BOARD AT SECOND FLOOR 5 7/2'•6 7/2' PAR" 5 1/2'•5 1/2' PAAAlIAAI BEAM BEIWFIM COLUMNS AT BEAM BETWEEN COLUMNS AT 2.5616'.. FJ(TEwOR WALL 3 1/2'•5 I/4' PARAL,AM r y Y a f rtT 'y i(n d% t TOP OF DOORSTOP OF DOORS FRAMING TYPICAL COLUMN CONTINUOUS FROM — — - - - - — - - - - - - — - - - - - - - - APSE EN _1NOW SEC �AI-I,_ ^. --- — — — _ — -- -- e—FAM 5 1/2'•5 1/2' PIRAlAM 7/2'•7 PARALIAIA 3 1/2'•7 PARAl1M1 HEADER COMINUOUS r r YD OVER TOPS OF COLUMNS �" $ `A•y ✓' COLUMN CIXiTIN0005 FIMOAI COLUMN OONTNOOUS FRO TOPOF E-MFBELOWTON WALL RAF7ER5 TOPOF BUM BELOWnPAMR5 ON WALL0' - - i M1dx lh7 �-0� T'i1YYn�"F . TO SUPPORT SECOND I I "~+ FLOOR J01515. �^ $ W - I NONE. USE SI FOR P COLUMN PALM All ZIHE LIS WITH - ' CONNECTORS FOR PARALLAMS THREE LOF �- G66Bt AT ALL COLUMN/9FAM CORRECTIONS TO APPL ® ` M� II w o w I r tl1! o$i'�wrV�Iy _ � to NEW OR IXILOAD a 2BELOW65 PPORIBIm/ / ' SBELOW FLOOR OJOISIS r I 3 1/2'•3 1/2' PARIL.W- COLUMN CONTINUOUS TO3 1 2'•61 2 PARAIAY m COLUMN CONTINUOUS (P FOUNMTION ANO 61MCE0 AT _ rr 5 1/4'•7' �w FROM FIRST BOOR TO SECOND FLOOR +PARALIAM COLUMN . Int5RIDGE BF.A1 A�FCONTINUOUS _ -_ -2-7 1 4' ML/ LATERALLY BRACE PARALM PLYWOOD SHEAR WALL WNHCOLUMN AT SECOND FLOOR 1/2' STRUCTURAL t PLYWOODONE SIDE AMID—NEW 2.6616'.. STUDS ACED POS ' WITH TIGHT AL JWNis LOCKED 9EE My�W 3 I FLOOR TO ROOF SHEAR FIRST I B BALCONY FWMING PLAN SHEAR WALL N016 _ h to '� { • •1 2-2.10 HEADER TYPICAL 3 I - r , h17A'+; a 4wz},kN SEPIE,JABQt 1999 4 r 1, 1 t 4d nr YJ Ar .. , 8 AT INTERIOR PARTITION SEE q + 4 � ^ rTy y77`Y STRUCTURAL NOTES ( SMAT'S LINE nf �`�`4tl�' � STONE RIDGE. NM 72184' S ,T"rr4r�t o FAX (914) 687-2477 I � FAX (914),547-Z32 - II 3 N I Ap A 3-TA N $ r Y I) r kyb{' / I COED POST" N ` 4«A 14�IZaMI GANGED POSTIg Mj4 r - I 2-9 1/2•MICRO IAM J 3-24 First: Floor Framing Plan , ' va•=r-D• — r „ ' � = € 9 ' . .' PLYWOOD SHEAR WALL WITH y Y ry AyR � t t�ry'' 1/2" STRUCTURAL I PLYWOOD r' _ - BOTH SIM. NAL ona+loR - - 'r ' J rpM,.. h•�Ixr� R- it PLANE OF FOUNDATION TD SILL / REPLACE EXISTING SILL - PLATE ON FOUN6QION WALL. - r ' ( C ) F � G ) H' � ( J ) • �1a WITH 2-ere Pr SILL PL l _- ROD WITH 33/4' GAM 471ST 617 6'A �__./ �__ • \.__ ., {\�y�+'�' 4 Ar�Y, , r .l i fi' +f ,',z' j� . WOI 32' F]ABFDMENT.'FILL' CMU VOIDS SOLID WITH GROUP 1 + 1[Ti@ �a YVe Ye'��' .9 BELOW SHFAR WALL. 3 1/2 5 1%4' PARAWM A.( 31/2'•Y PAPALWA 11 3 1/Y•7'CONTINPAR&LAUOUS COLUMN FOUNDATION FROM ro FRAMING '.. EXTERIOR WALL TTP OF FSEC FL JO WALL COLUMN CONTINUOUS FROM COLUMN CONTNUOUS FRAM - TOP BENAI1EL FOUNDATION RAFTERS TOP OF RRMERS I/ FRAMING TYPICAL 1D SAM SEC R JOISTS,, J 1A t Wk$NA4� M L`rflIf p , , 0o FILL IN EXISTING Lj OPENING I I - I - a t uft WITH B'CMU KEYED IMO 1 F2;5 INIXCATES 2'-5" • 2' S 12 'C x v y FISTING FOUND WALL 1 1 0 1 ALL PARALLAM COLUMNS AT • J 'Km ' } wr- 0 1 1 NORM WALL M BE F f & -q .Rr fi z m1 CONCRETE FOOTIING, r .Iq,tli .10r kR NOTE: USE SIMPSON COLUMN M PAINT ALL PARAUMS WITH 1-- 1 1) 1 PLATE ONFWNW710N WALL T �- " INDICATES EXISTING FRAMING MEMBER fMjf" r 17 M' "0. ` `T CONNECTORS FOR PARAUAMS ti THREE COATS OF PAINT PRIOR 1 1 - WITHCONISI TOR.NALCO COLUMN BASE -- E TO REMAIN L M11^ Yb 16 4F w 4• _ 9 ,✓. 1. AT ALL COLUMN/BEAM TO APPLYING FINISHES l 1 BLOCKING L AD SOLD M O VINDICATES NEW FRAMING MEMBER. CONNECTKIMS' 1 1 1 ,•s{; IZJ, COLUMN RCNr TO ADJACENT N O JOISTS. ,0 i 4 'i r INDICATES 2-1-4-4-i 4- _ _ zI RANGER WITH w �, r 1 1 SUPPORT BOLTS EA -ANO BOTTOM TO _1 ' ' >r r +•'i''' r, I '^'�"Y SU . ORT LOW-BEAM FRGM HICH BEAM {i1 i�� t _. N a a _ "1$ti"4,5 1 .H4''r " x ✓e`d gg'� M 1 REINFORCE EXISTING '2-2.10 1 3, 1/2"3 1/24 PARALMI 'rn _ 1 1 3-2.12 W11H F2.5 1 .. MN CONTINUOUS FROM REINFORCE E)Q NO c 3" SCHED 4G REINFORCE EXISTING I I 2-1/4"•11' HUTCH r^ , � 3Y SCHETI 4GFO NM110H WI AND,BRACED ; ;q, tY yk I'L,uk .1.7 kr !M1• 2-715•11' FLITCH RIPE COLUMN 3-2-12 S'9�FUTCH I -_- I P-TES I PIPE COLUMN K I P�RpAI , « - FIDOR �� ABOVE r I �... .. r- v' a M1 'r n 1 u taA� rh 3 2.12 WITH M AT SECOND. _ r'-- '7. 1 r "1 1 I 1 COLUMN Ir---"I 3" SCHED 40 Iw "d� 5 1 4" 7 .,I I _ 3" SCHED 40 I I 1 I COLUMN - ✓ }ri 7.4 I I I I I I I PIPE _ I TRI / • L---J L 'PARNIIM L_--J.I REPLACE i70STING L-Y.-J _ REINFORCE EXISTING - Ifr� �t ) lr^"r PARALIAM COLUMN' F2.5 t F2.5 PIPE COLUMN COLUAW 5 « F2.5 3-2.12 WITH CONI o 1 v 0 2 - 9 1/2- MUM-LAM ABOVE - J-2 12 GIRDER WITH 1 2-I/4 ii' FIJTCH e I✓ 7't b , r 1' t / --1 5 1/4'«147 PARALIAM u i + IFILL VOIDS CMU C' 3'SCHFMO 72 I I PSL OR W7M22 a PU7E5 )VOIDS T SEE / N I I W/ O I _ 3-2.12 GIRDER AS REpRRED(CEME _ )VOIDS 50pID W S 3 RPE COLUMN ®1 TEMPORARY SHgRE F%ISTWG STRUCTURAL NOTES Q J H2.5, -I DURING INSTALLATION OF,NEV! tl m ;":A LEXIS TING SCREW J1CIC 1 PPE COLUMNS AND'FOOIINGS .. 14, - - _ - I' 51 N CSU ,AI✓EEI000 N/NRF4 N �• ?t " iT � *Mr yu 111 'tl iu N;9 J x wcxo B No Fy asiwo j �u FRAMING Aw FauNPAnmi PLAN I _ t e.rY"'rv^swNFn"Lq�y]� U i .. - DAILAND. 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BEE PLYWOOD + Jn P ! l 4G SHEAR WALL NOTES _ � 2M N•EST'�11ST�/����� SUPPORT RAFTERS ON RIDGE I,f SEW WITH SMPSDN SLOPED 2-3 1/2""19' PARAFAM PSL RIDGE BEAM. SOLT --- J 5 1 2' PAUA •3 1/7•3 1/2'.PARAI U RAFTER RINGERS TYPICAL PAR011AMS TOGETHER wo/P' COLUMN CONTINUOUSU6 TO 6 1/4' ' AAN COLUMN W/ SIMPSON FOUNDATION AND BRACED AT DIAMETER 7HROUGH BOLTS SPACED 24aCOLUMN V11 SIMPSON COLUMN CONNECTORS SECOND FLOOR 5 1/1 7 PAAAWM MAXIMUM. 1��r i1 p PUCE BOLTS 2' FROM THE TOP AND �"{ 6 CIXL BOTTOM OF THE PARAIMS. ADJUST BOLT TOW�OOBOTTOM TOP AND BOTTOM 1 I/� 1 ,w�i4Y r {f i,a ' i- —NN CONTINUOUS \ LOCATIONS TO AVOID RAFTERS. 2 - 14" MICRO LAM v 1. d I�R SUPPORTRAFTERS ON RIDGE LARGER B FULLY ' MICRO LAM BEAM FULLY BEARS MN TYPICAL WITH SIMPSON SLOPED SEARS COLUMN TYPICAL 15158 N RAFTER HANGERS TYPICAL -NEW 2.6O16"m STUDS t„ CONTINUOUS FROM FIRST - - - M�L1TIt E�81IFN FLOOR TO ROOF RQOF FRAMING PIAN > 1 •,,\�z `h i 't?� 2.4O16 PARTITION WITH ILL FRIED E REODENC : STUDS TOE-NAKED TO WAL PULE 3•SEPIOJBTR 1999'. r _ k J Ik'411'y YM4 r Ili Ir . AT UNDERSNE OF RIFIERS, 7YPICM REIASIONS AS CIRCLES 11 NOV 1998 ROSS RALLANO SPE •. i ' F . 'V. 'i.'t^" y".,","h � 40 MAWS LANE STONE RIDGE, W,12464 p, ® TEL (814) 687..2{7I �1 O FAX (914) 667-2532 k P 7 P. Ik r 3Tl 14 ~ih, 7 aWL t ' 1 •"P �� �A'd1W C z i 1 ��j 4fy 6 �1'71YYl�r - rrrI rJ ° ♦ hN$rrT`a' '�23P1?ti t >1„T{ ftp y' I , tl Y a t 1 Y �BA r1 i - _iM�if':Y "v C "iT�`WPA t�,P(},(�yr._�yj�� `ti riIt. 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I �, I I I I , � � �,�' I 1, ,, 'I, �1, ,I , ,, �,I ­ ,�Jlll I . I , L , � I I , I ,-I : I 1� I , � � � : _ IJ , - LI , I, We V 1�,,�,i 2.�-11� I - � 11 I L I I � , I i �L , I . � � ' , I , ,, L .,' ' � 'r' ', ' I , � -1 " -I I 'PL, III I � SLABS L � � I r � I - I � I I I I , I I � : � I , � I ,, � , I I, ,, %; :"l �� 1��' 1 �,'� � , L DESIGN DATA, I � ­ 1.` I ; . : , , : , �. :li '�­', , I , ,�, , � ,Y,,I [­ I , , I CONCRETE IL I" �l I", rani' I . L � 3%) �Ij, " � I � 1. UVE LOADS � - I , � I �l � 1, ­­ 1,- �" ."(,,- I � . , 1 " I 11 I I -,, , " L � � , �,, , , L, , ��,� , , � I � � . I � ,; �., ,., , , - �., " , ,w ,j � , I � I I I � I . ROI UNIFORM SNQW LOAD 30 PSF 1. SUBGRADE BELOW SLAB ON GRADE SHALL BE REVIEWED AND ACCEPTED , I � � � I � � � 11 , .. � I il �� �� �_ ," ,� , , z ,� I ,,�_�� ," L " ,, ��tp �J.71,4 O'V,,,41 �1. I �LI I I I I 1. WOOD FRAMING I � j r L L , . . I'. �,��,` �L , CONCRETE SLAB I - I - I f ,. -,., 0 --'- L I I 11 I " a S , �n, , , I , : � . , ­I%.�, -", " I 11 11 '." " I I . . BY INSPECTING ENGINEER BEFORE SUBBASE AND r I . Ll.��� � IL- I I , � PLACEMENT. I I - 1 I -", I I � �., , �­� ,� 1, I l��I I I � , � U , I L , ,�� ; I"��'� ',,�, ,; ��,�"'L ' 'j , , I I I I �, , . I : ., I ., , ; I j . r, " � I . I � I I � I CRUSHED STONE WHICH ARE I 'I. SAWN FRAMING LUMBER SHALL BE OF THE FOLLOWING SPECIE AND MINIMUM ,. - � � I - I I � I I ,.. f I L � I I�l.I LP,�'L,,,� 1; i I FLOORS: FIRST � 40 PSF I . 2 SUBBASE MATERIAL: SAND AND GRAVEL OR r -R SHALL BE GRADE-StAMPER 4 1 1 'I, I I L . � I GRADE-FOR'THE SPECIE= USE. ALL LUMBER �, . L I 11 I �-� - f � 0, � `�"L ' 11 i . SECOND 30 PSF I SOUND, DURABLE, AND FREE OF ORGANIC AND OTHER DELETERIOUS I I . � I � .1 �l, D i , , "'�N, ` j��.`, ,� . � I I I I I I I I I I �. . BY A RECOGNIZED AGENCY AND SHALL BE SURFACED DRY� LUMBER SHALL � , .L L ,. � � �L 1, ,�� I I I I 4- I;I I� 1 7d, ,­, � ,",.,�� "I 7 ; MATERIALS CONFORMING TO THELFOLLOWING GRADATION: . I � I . , " � aL '� -, "I � L ATTIC i 10 PSF (NO ACCESS) � . BE DELIVERED TO THE JOB SITE NTH A MAXIMUM MOISTURE CONTENT OF ' , � ' - � � ' �, , , I , V., I � r I I . I 1� �, ,�r"ai�,):�� . i SIEVE SIZE PERCENT PASSING I , � � � � , .L', Law' � ,- � 1 1 ' ' , , "',,,I,k� �I I k� ,,, I I I ,, : ! I I . I , DESIGNATION BY WEIGHT I I lGIZ (INCLUDING PRESSURE TREATED LUMBER) AND SHALL BE PROTECTED � . r I � I '" '� L - ,; � �l _ l_,7,,lfll ,� . I FROM THE ELEMENTS UNTIL THE MATERIAL IS INSTALLED. I I I � , � -�, ,� "�': ", , ". " I' '. I I � � : , I - 2 INCH I ICO I . I I I � I I I � " I I ", I I� , � , , ,, , , ,,., , , w , 1 I SPECIES:' I " �, � , , ,. � 1"' *Z -LV.: , . 30-65 . I - I I r , - -,y� �6,.'�41, ;��Y�*,i��,�, 1 1 ' � � . I - I'l -111, , ­MVNI L" , I ' . . � . � - , L "' � , - t ,,, R:' 1. 1/4 INCH . ALL F ,SPRUCE-PINE-FIR I Vf ,�, , I ,RAMING SHALL BE DOUGLAS FIR-LARCH 00 SP � L I I ,�,' I ".q", , I � . " " 4 ' ' I e � 2. DEAD LOADS NO 40 -�-411 1 . ,, r I , 17� , - .1 ,,, I � . I *I'l I , . 0-10 L SPF) WITH THE FOLLOWING EXCEPTIONS � I , I � _ I . . 1, 11�11 1. 1 %7� - NO. 200 � EXPOSED TO WEATHER ON IN CONTACT WITH MASOI i : ,,, I I , � - � I . ,. I � . 1, I �, ,I'L l ��I " ROOF. 15 PSF . I I I 1. I 11 LL .1 I �!,. FLOORS: FIRST 30 PSF 3. PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE. SPACING SHALL � �. SOIL OR WATER SHALL BE SOUTHERN PINE PRESSURE TREATED 74) � I I I -1 � I � 1. I I 11 I ,l I �, SECOND 30 PSF BE AS RECOMMENDED IN ACI 3021R 'GUIDE FOR CONCRETE FLOOR AND .40 POUNDS PER OU131C FOOT PRESERVATIVE RETENTION AND SHALL L L I L I I 1 I I SLAB CONSTRUCTION" AND LOCATIONS SHALL BE COOROINATEO WITH I N I I I I L ll� � � ATTIC 15 PSF I 1 2 1, , � : ,I , � � � : � � I - "ll l��'� � L I � THE PROJECT ARCHITECT. BE KILN DRIED AFTER TREATMENT (KDAT). � I I I I I � I � I . , : L' , I -- : 3. SOIL PRESSURE I GRADE: � I I � � 11 I : I n I k PRESUMPTIVE SOIL HEARING PRESSURE: 4000 PSF (ON UNDISTURBED 1 4. DO NOT EXTEND REINFORCEMENT IN SLAB ON GRADE THRU RAFTERS, JOISTS BUILT-UP�P MEMBERS AND STUDS OVER LOFT-LONG: I I 11 � � - , 11 1 � , I I 1% I I 1. MATERIAL OR COMPACTED STRUCTURAL FILL). . romsTpOnTioN OR CONTRACTION JOINTS No, 2 OR BETTER. I I I I I �flil 5. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DETAILS I STUDS LESS THAN OR EQUAL TO TUFT IN LENGTH, PLATES & BLOCKING; � I . t- ' . I . �l "'MI,,, r OF DEPRESSED SLABS. . I � I � I L�,�4i�'111' . ­'. 1 ll GENERAL . STANDARD GRADE. I r I I I ,, ,I7,1, '��, 0 1 6. VERIFY SIZE AND LOCATION OF PLATFORMS, CURBS, OR PADS NTH I F - �r ;l � � - 1 � I L . ' 'I . _� ,&,I" ,, L I 2. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FII I I I . I 1� L I', '�' -, 'L�'L' I 1, ji�,�,',,��. '; _ ­ I -­,�4, , , I I MECHANICAL CONTRACTOR. STOPPING. ETC. SHALL CONFORM In THE LATEST EDITION OF THE BOCA I I I I � I , L, � � I I 1, ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL 7. SLAB FINISHES WALL BE AS SPECIFIED BY ARCHITECT. I : � I I � NATIONAL BUILDING CODF_ THE NAIIONAL,DESIGN SPECIFICATION FOR WOOD I L � � - I I p 11 � r I, �-,,-� � S. PROVIDE CURING FOR ALL CONCRETE SLABS AS RECOMMENDED. IN I ,I - I I ll11 '' I I � , I AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT I , 1 , � ,., � I CONSTRUCTION. THE TIMBER CONSTRUCTION MANUAL AND AF4&PA'S "MANUAL i - I � � I , . � I e ', . , � I I .� lm�t... 9 SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS: I . � - . ., I., I , I UILDING CODE:. Art IOP IR "MIMF FOR CONCRETE Fl OOR AND KI AR rONILSTRUCTON" r , ,_� , � U L� A. THE NEW YORK STATE UNIFORM FIRE PREVENTION AND 13 9. FOR ALL INTERIOR SLABS: FOR WOOD FRAME CONSTRUCTION-. I . , � 11 I,! � " � I� if�p , I 9 B. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AFTER SLABS CURE FOR 60 DAYS MIN., CLEAN AND FILL ALL CONTRACTION 3. ENGINEERED WOOD FRAMING SHALL CONSIST OF THE FOLLOV4114G PRODUCTS I � ,� I 1 , " L ­�,I I I " � ", I I, I (ACI 510), LATEST EDITION, JOINTS WITH JOINT FILLER AND PATCH ALL CRACKS OVER 1/32 OF AN AS MANUFACTURED BY THUS JOIST MACMILLAN: I . ':- ., " L�L '�L'� `�� �L � �jx� , I I I k , , " l , I , 1 Il I, WOOD 'I" JOISTS: SOUTHERN PINE TJI JOISTS I I � i �'. I �, , ll�,� , I?, - . , I � ,j I.'L L, ,, _ _ . . , ,� � ? , ­ ; ' I L' I "',L , -" 1.1 , � C. GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" INCH WIDE WITH PATCHING MATERIAL TO CREATE A SMOOTH FLOOR. I I ,. . 1, I � 1, .- hl : �l I �ACI 302.1R), LATEST EDITION. EFT EXPOSED, APPLY A NON-YELLOWING I RIM BOARD: 1 t/4" TIMBERSTRAND LSL 11 I . I I - ', I ,,',,�'�,I:i';�� -,��121 . 10. FOR ALL SLABS TO BE Lf I � � I � I I . � I 11 I ,l I ,. I ,� , I I ; . 11 � � " -, 1, , , - lll� I I I f p I uulwlix� OWL mtwl�.M.�.. ,� .��­, ­­­­­_ HARDENER PER THE MANUFACTURERS INSTRUCTIONS. LAMINATED VENEER LUMBER (LVL): MIGRO=LAM LVL � i I L � �. ,,L � 1, . , � r D LAMINATED STRAND LUMBER LSL): nmbERSTRAND LSL t7E ., , Ix 1, I (ACI 530). LATEST EDITION I . I I , I I 1 �l �_ ,,�� ��l : � I I E I AISC "SPECIFICATION FOR THE DESIGN, FABIRICATION AND EIRECLION (LVL MAY BE USED WERE PLANS CALL FOR LSL) I I � . � -, � I � � , I . � � 11 11 I ,:, ­I­" I OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION MASONRY A. ENGINEERED WOOD FRAMING SHOP DRAWINGS SHALL BE SUBMITTED TO I � 11 , , I �, - I ,�L _I " - , mm , � VAL. SHOP DRAWINGS SHALL . : � , , , . �­ ,� ., � f L I . � ,��F '1�� I i F THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE I ' THE ARCHITECT FOR REVIEW AND APPROVAL. I I �, _��,��,1�', I . I� I -� , - ",,,, . ,F,!�%,%% I � �­ ' ', 1�- � , 3,� , , 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL ;;-,, , , , : AMERICAN WELDING SOCIETY (AWS 01.1) LATEST EDITION. INCLUDE ALL MEMBER SIZES. CONNECTIONS, REQUIRED HANGERS AND � , , , ,; IV- - t - � 11 � �, "I I BLOCKING FRAMING SHALL NOT COMMENCE WITHOUT APPROVED SHOP I 1 i ­ , ' : " ,�, 1, ; �: Il�­ '�.IA' �\;,L 1: I G. AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES' I I I I . - : I STRUCTURAL MEMBERS, LATEST EDITION. (ACI 530I fl-95/TMS 602-95) UNLESS NOTED OTHERWISE I DRAWINGS. FRAMING SHALL PROCEED ACCORDING TO THE CONTRACT I- , � _1� I I , I � "1, ' �,!_I- - . , � �� i ,". L �, li H. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 GRACE N. DOCUMENTS. MANUFACTURERS RECOMMENDATIONS AND DIETAILS. AND I I ., - I I I � 1 - L I L I't � � - 11 I 0- � I I AMERICAN FOREST & PAPER ASSOCIATION. LATEST TUITION. TYPE 1. -MOISTURE CONTROLLED- UNITS, MINIMUM AVERAGE NET AREA APPROVED SHOP DRAWINGS. SHOP DRAWINGS ARE PREPARED AND I , " I �. . I , , ,� I 1 " � I I , I �l �� � _ lr� I q ; l I E IMBER 'CONSTRUCTION MANUAL, AMERICAN INSTITUTE OF UNITS SHALL BE NORMAL WEIGHT USED BY THE CONTRACTOR AS INSTRUMENTS To SEQUENCE HIS WORK I I I : I � ­� '_ ­ , -�L. I. IN COMPRESSIVE STRENGTH OF 1900psi. � � , 11 I , I 5 TIMBER CONSTRUCTION, LATEST EDITION. UNLESS NOTED OTHERWISE. A14D TO FACILITATE FABRICATION AND ERECTION. REVIEW OI I . - L �. �'l , ,­ , .� L', , , 9 I I � I , 1 ", -, I � I I li I ACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND 3. CLAY MASONRY UNITS FOR CONCEALED LOCATIONS SHALL CONFORM TO DRAWINGS SHALL BE FOR GENERAL DETAIL AND ARRANGEMENT ONLY. L �, , , 1 2. CONTRACTOR L I �ONLY.' '. I , : I., 7,,I, 4� I I! I I SHALL MAKE SAFE ALL FLOORS, WALLS, ROOFS, AND ADJACENT ASTM C62, GRADE SW, MINIMUM AVERAGE NET AREA COMPRESSIVE I CONTRACTOR SHALL BEAR FULL PESPnNSIFNUTY FOR DIMENSIONS, I I r L 1 I I "L I ll:-,�� ,�, -. E PROPERTY AS PROJECT CONDITIONS REQUIRE. THESE DRAWINGS STRENGTH OF 3000p,!, STANDARD MODULAR SIZE OR SIZE TO MATCH PROPER FIT AND DETAILED DESIGN OF CONNECTIONS. L, �. _p r,.,, . I , ,,�,4 1 , , -I I I IIL I, ! DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. FACE OR EXISTING UNITS. (SEE ARCHITECTURAL SPECIFICATION FOR 4. USE TIMBERSTRAND RIM BOARDS AT EACH FLOOR LEVEL TYPICAL WERE I I ,rr, I I L'�X ,t �, , ­', ­_� - 1 3. DIMENSIONS AND ELEVATIONS Cr LXISTING -CONSTRUCTION GIVEN IN TA JOISTS ARE USED. I L !� r ,�lr' 1. 11 ;L � I FACE UNITS.) I 1, . -1 I -, , I STRUCTURAL DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. 4. MORTAR SHALL CONFORM TO ASTM C270 TYPE M BELOW GRADE AND TYPE . 5. USE WEB STIFFENERS AT ALL LOCATIONS WHERE TJI JOISTS ARE � � i ` I ; ,, ��_­ . , -p I I �I . � 'I, .11 ... ­ L, - � - , I . I I I, �, _FL, I THE CONTRACTOR SHALI VERIFY ALL INFORMATION PERTAINING TO S ABOVE GRADE. SUPPORTED ON JOIST HANGERS. , �l !� .11 ,- �L I, ",.�I,, ,,l. L I. 9 MEASUREMENT AND OBSERVATION 5. GROUT SHALL CONFORM TO ASTM C 476. 6. USE SQUASH BLOCKS AT ALL LOCATIONS WHERE LOAD BEARING WALLS I I 11 ,,,I �, ,, E, r "I'm ,11 ., III EXISTING CONDITIONS BY ACTUAL I � I I , �� I �,,U,17)5f,r',�'. I L, ., I I , I �tt, � .1 , , -':� I4,, Rr I I , 11 I � I AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS 6. JOINT REINFORCEMENT SHALL BE MANUFACTURED FROM WIFE CONFORMING BEAR ON TJj JOISTS. 11 I r 11.1 -11 -111 L I r,;W,,�,�,V ;",j,�J% I CT DOCUMENTS SHALL BE REPORTED I JOISTS, PROVIDE SQUASH , I',, " ' I , I : 1� I AND THOSE SHOWN IN THE CONTRA TO ASTM A 82� JOINT REINFORCEMENT SHAL BE GALVANIZED TO CONFORM 7. MERE LOAD BEARING POSTS BEAR OVER TJ , , , � �,, _', ' ' l " ', IWT - . . , ." - E , �, L TO THE ARCHITECT FOR HIS EVALUATION BEFORE THE AFFECTED BLOCKS BETWEEN JOISTS. EQUAL IN SIZE TO THE POST, TO TRANSFER k"ll a TO ASTM A 641 AT INTERIOR WALLS AND ASTM A 153 AT EXTERIOR WALLS. I 1 1 1 ,� I, 1� T', L�l , , - . il l I CONSTRUCTION IS PUT IN PLACE. INSTALL JOINT REINFORCEMENT IN CONCRETE MASONRY AT 16" O.C. U.N.O. LOADS AROUND JOISTS, FOR SPECIFIED SPAN'. � 1. e � ! I I '. I 1, I ... ... , L 1 4. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES USE PREFABRICATED TEES AND CORNERS. 8. PLYWOOD SHEATHING SHALL BE APIA GRADE STAMPED I - ", , � , . , I : BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR 7� SEE ARCHITECTURAL MASONRY SPECIFICATION FOR VEENIER ANCHORS. SHALL BE MADE WITH EXTERIOR GLUE. AND SHALL BE OF THE. FOLLOWING � � I I :, -1 �l �� , ,� �,t " 1. . 11 I .1 T, � , - ;, � I ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO SPACE ANCHORS 16" D.C. VERTICALLY AND 24" O.C. HORIZONTALLY MAX, THICKNESS: I . _. ­ 1, � t " 'I, - v" , . I ,�....... �', ,�,��� I - ,� 4 � ��I ,,,,,�, bL" I EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES. S. ALL UNITES SHALL BE PLACED IN RUNNING BOND. ROOF: 51/8" 1 1 1. � 'Lll I L. �I,4 11 ov, I FLOORS.. 3/4' 1 1 ; , ,L ", A" Al 6 5. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ALL PROPOSED 9 FILL ALL HOLLOW MASONRY COURSES SOLID WITH GROUT BELOW GRADE. , ' '. I" k, ,,, , ',", FROM DIMENSIONS, MATERIALS, OR WALLS: 1/2" , 4�10�'J`�I`,'�'T'R ., T, DEVIATIONS OR SUBSTITUTIONS FR 10. HOLLOW MASONRY UNITS BELOW REAM AND TRUSS BEARING � I I I . I ��I I ,� ��l 11 ,i � ,,Z4N-,.,,?f -1��� I ; _ � N IN . CQUIPMCNT SNOWN ON DRAWINGS AND MAKE ONLY THOSE DEVIATIONS Or A GRADE STAMP SHALL BE VISIBLE ON ALL SHEETS. 0 � : ,,,, �,�:`24N-,.,?f " POINTS SHALL BE FILLED SOLID WITH GROUT FOR A MINIMUM OF TWO I I �1, . , , , I SUBSTITUTIONS ACCEPTABLE TO ENGINEER. COURSES IN DEPTH AND FOR A MOTH OF 24'� 9. ALL.PLYWOOD SHALL BE GLUE-NAILED 1'O FLOOR JOISTS USING APA I � "" I ­ I ­". ,)", I , I , , ,." , i�l rll "I"I _Al��q V� I I1. HOLLOW MASONRY UNITS BELOW COLUMN BEARING POINTS SHALL BE APPROVED ELASTOMERIC CONSTRUCTION ADHESIVE (B. F. GOODRICH PL400 , I _� � . . I I ., -, _��) I ,"-, , ,,, All " I 14` , 4, , I I , I Wv I I I I 1.L , , I, P, I I I � LL I , L, ' p 1, ". �'L.11,',�P,",!j 1 X a FILLED SOLID WITH GROUT FULL HEIGHT AND FOR A MINIMUM 'MOTH Or 24". OR AN APPROVED EQUIVALENT.) yl 1 CONCRETE I In, LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/0' SPACE . ,r I I , ­,I,,�, , x- f", , I � 12. GO HOT BACKFILL AGAINST FOUNDATION WALLS UNTIL MORTAR HAS I I 1- � I � I I., I,� ,�,,I,�;,T�j ,,.V,r I AT ALL PLYWOOD EDGE JOINTS. ,. ; , I I I I " : 6 1. CONCRETE QUALITY SHALL BE AS FOLLOWS (Ec AT 28 DAYS TYPICAL): ATTAINED MAXIMUM STRENGTH WERE BACKFILL 15 PLACED AGAINST , I .11, � �i, , I,��,�,L : 9 FOR ALL MIXES, SLUMP SHALL NOT EXCEED 5'. FOUNDATION WALLS BEFORE FLOOR CONSTRUCTION IS IN PLACE, PROVIDE 11. JOIST HANGERS, FRAMING ANCHORS, AND RAFTER ANCHORS SHALL BE 18 I ,I " � , Ll , ,,, , , I fc=450I 5-7X AIR ENTRAINMENT TEMPORARY BRACING. GAGE MINIMUM, GALVANIZED STEEL AS MANUFACTURED BY TECO, SIMPSON, OR I . . : , li - ' ' , , : lj_­:' , i EXTERIOR SLABS ON GRADE: AN APPROVED EQUIVALENT. SPECIAL NAILS AS SUPPLIED BY MANUFACTURER 1, % � L , � I I ' :I�� L , 11 - 1, ALL OTHER CONCRETE: Ed=3000psi 4-6X AIR ENTRAINMENT 13. THE MAXIMUM SPACING OF VERTICAL CONTROL JOINTS SHALL BE THE I � I , � , 1, - - - I x 2. ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE LESSER OF: 3 TIMES THE,HEIGHT OF THE WALL OR 50 PET ON CENTER SHALL BE USED FOR REQUIRED NAILING. -O" I " : I 4� "I' � ,�, I . ., � 9 STRENGTH OF 8000 PSI, FOR STRAIGHT WALLS, CONTROL JOINTS SHALL BE CONSTRUCTED 12. JOISTS SHALL BE ANCHORED ,TO MASONRY WALLS NO MORE THAN 4' 1 . � � - , , , � I I � � 41,� 1 , I'll USING SASH BLOCKS AND DUR-A-WALL PREFORMED REGULAR, ON CENTER I �- : 1�� � 3. REINFORCING STEEL SHALL BE DEFORMED PARS CONFORMING TO ASTM TO MICRO LAM OR STEEL I � I ,, �1,4,;� A 615, GRADE 60, RAPID CONTROL JOINT (OR EQUAL OF EXTRUDED RUBBER). 13. WHERE SAWN LUMBER FRAMING IS FLUSH FRAMED I 11 � I'll , - I 1 4. WELDED WIRE FABRIC (WINE) SHALL CONFORM TO ASTM A 185 WITH A WALL REINFORCING SHALL BE DISCONTINUOUS AT JOINTS. GIRDERS, SET THESE GIRDERS 1/2- CLEAR BELOW BELOW TOP OF FRAMING I 1 , 1 , : � , - Z� I LUMBER TO ALLOW FOR SHRINKAGE. .I I i I 11 � , -1, k :�, 11 I . MINIMUM ULTIMATE TENSILE STRENGTH OF 70,000 PSI. 14. STUD BEARING WALLS ARE TO BE 20016"oC AT THE INTERIOR AND I � I I I I'i_� � , I "...; 5. PROVIDE MINIMUM TEMPERATURE REINFORCEMENT, AS REQUIRED BY ACI I 2x6CM6'.. AT THE EXTERIOR. I ,; 1, Ir I , : ,l �J 'L I 7.MlYaA�"I'lltn� 318. IN ALL SLABS AND WALLS WHERE NO REINFORCEMENT 13 INDICATED STRUCTURAL STEEL JOISTS SHALL ALIGN WITH STUDS BELOW. WHERE I I I -il � �l � I I . . . . 1 15. ALL RAFTER AND I . I I � " ON DRAWINGS. RECI INSTALL ADDITIONAL 971-105 ALL RAFTERS SHALL BE ANCHORED I , 11 I I I I . 1 , I.,� � � I 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36. TO SUPPORTS WITH JOIST HANGERS OR HURRICANE TIES. � . 1. - I . � lll � I " It ". 11 I I 9 FOUNDATIONS STRUCTURAL STEEL PIPE SHALL CONFORM 10 ASTM AbOl. 16. USE DOUBLE STUDS AT ENDS OF WALLS AND AT ENDS OF WALL OPENINGS. I I . I , L W�, , 5 STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. 17. LAP ALL PLATES AT CORNERS AND AT INTERSECTIONS OF PARTITIONS. I I I i I ,,L' 11 � "k I i t BUILDING FOUNDATIONS SMALL REST ON UNDISTURBED SOIL OR ROCK OR 2. BOLTED CONNECTIONS Or BEAMS OR GIRDERS ARE TO BE MADE WT14 18. UNLESS OTHERWISE NOTED; PROVIDE HEADERS OVER ALL OPENINGS AS I . . ,j I, , , I, � � , . -� 4� ; , � ,� " I COMPACTED STRUCTURAL FILL WITH A MINIMUM BEARING CAPACITY OF .4325-SLIP CRITICAL BOLTS (3/4'DIA. MIN. U.N.O.) INSTALLED IN. . FOLLOWS: I � I 11 � I , T � ,,� '11��L I : 0 4000 PSF. ADEQUACY OF HEARING STRATUM SHALL BE VERIFIED IN FIELD ACCORDANCE WITH 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING INTERIOR WALLS: (2) 2xlO � � I I I .,.- , - I I : , �1� . � ­ I I ,�". .1-1, PRIOR TO POURING CONCRETE. ADJUST BOTTOM OF FOOTING ELEVATIONS ASTM A325 OR A490 BOLTS." EXTERIOR WALLS: (3) 2K10 � �L '� L L ': 'I L � I i . AS REQUIRED OR AS INSTRUCTED BY THE INSPECTING ENGINEER. 3. ANCHOR BOLTS SHALL BE OF A36 OR A307 STEEL. 19. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP � I � I � � �I ,, ­ ' - 9 2. REMOVE TOPSOIL FROM ENTIRE BUILDING AREA. PLACE COMPACTED 4. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM OR SOUID POST WHOSE MOTH IS AT LEAST EQUAL TO THE WIDTH OF THE � I . 1�, I ,, , �7'� tS 1, " , Try, , .., I " � 0 STRUCTURAL FILL W ERE NECESSARY TO RAISE TI IE ELEVATION CONNECTIONS DESIGNED 10 RESIST ONE HALF OF THE TABULATED MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4' AT INTERIOR WALLS I I I � " . I � ,I , , , 11, ,. 01I . I , OF THE SUBGRAGE BENEATH THE BUILDING AND SITE WALLS, STRUCTUIRES, UNIFORM LOAD CAPACITY OF THE BEAM FOR THE RESPECTIVE SPAN. AND 6' AT EXTERIOR WALLS. I I �; � f I ,�, I " L,� , b L", .1 L - - ,L � 2 '14 ,.. r i , - I AND SLABS. STRUCTURAL FILL SHALL CONSIST OF WELL GRADED SAME, 5. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS LICENSED 13Y . 20. BUILT UP BEAMS SHALL BE SPIKED .TOGETHER WITH, TWO ROWS OF IOU . ,; �,�,,.10,! X` � �rr i.. .... .1,1w " ;, ,-V i I N GRAVEL, CRUSHED STONE, CRUSHED GRAVEL, OR A MIXTURE OF THESE, THE COMMISSIONER OF BUILDINGS AND SHALL CONFORM TO ARTICLE � ", I . � ." KW, NAILS AT 16"oc. : � I ,,,,� ,',��,l�C 4 +T � Il, iBAY , I L � , k �I I . AND SHALL CONTAIN NO ORGANIC MATTER. THE FILL SHALL CONTAIN NO C26-1005.3. WELDING ELECTRODES SHALL BE ASTM A233, CLASS E7OXX. 2t PROVIDE SOLID WOOD BLOCKING OVER ONE JOIST COMMENCING AT I . 1 � I F -11 , 1,­�,i�; , A , T, III w PARTICLES EXCEEDING 4 INCHES IN THE LARGEST DIMENSION. NO MORE 6, CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY. WALL PLATES WHERE FLOOR AND ROOF JOISTS ARE PARALLEL TO EXTERIOR I I � 44,lrt - , , �� ,��� ��,'��l," ,,4y�,�v,,I��./i,',, . . I � � " , , 1, 1,�; THAN 30-PERCENT OF THE MATERIAL SHALL BE RETAINED ON THE 7. PAIN] ALL STEEL AS FOLLOWS: WALLS. - I �,� � t�l,���. I ,­,�,L,4 p , %.,�A)o . ,,,Il�!I'!';'�,,X, �I" a ,/4-INCjI SIEVE. 'LESS THAN 45-PERCENT SHALL PASS RIE NO. TOO STRUCTURAL STEEL: 22. USE DOUBLED JOISTS UNDER ALL PARALLEL PARTITIONS. I � I I ,� ". I I " _ I I llkll'D N SIEVE, AND LESS THAN 12-PERCENT SHALL PASS THE NO. 200 SIEVE.. RUST INHIBITIVE PRIMER CONFORMING TO TT-P-86, TYPE 1; OR 23. ALL COLUMNS AND BUILT-UP POSTS INDICATED ON PLANS SHALL EXTEND 1 4� . ,. N � , I �i,_,,I, - I � 1 � , I "," I-� I STRUCTURAL FILL SHALL BE COMPACTED TO 95-PERCENT OF ITS TNEMEC EXTERIOR. #10--99 OR 88-555. DOWN THROUGH THE FRAMING, SPLICED AND BRACED AT EACH FLOOR I I I,� ,_I �l I� 9 ITS MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST. LINTELS, BEAMS, AND COLUMNS EMBEDDED IN MASONRY: LEVEL, TO FOUNDATIONS OR TRANSFER BEAMS. I � ­ 3 1 1 3. MINIMUM DEPTH TO BOTTOM OF EXTERIOR FOOTINGS IS 4 FEET BELOW 2 COATS, 4-6 MILS THICK EACH, TNEMEC SERIES 135 CHEM-BUILD; I I � - FINISHED GRADE. MINIMUM DEPTH TO BOTTOM OF INTERIOR FOOTINGS IS OR MEN TEMPERATURE IS BELOW 50 DEGREES: I COAT TNEMEC APA STRUCTURAL-USE PANEL SHEAR WALLS I . � , r I I I ,,p ,; I I I . TWO FEET BELOW TOP OF SLAB. 50-330 POLY-URA-PRIME, 2-3 MILS THICK, AND I COAL I , 11 , T-.� I ,1,1"I i � ' � �,,,, i I , I L A 11 I 1 4. MIME REQUIRED. 'STEP NEW FOOTINGS UP OR DOWN IN RATIO Or 740 THEMEG 161 TNEME-FASCURE, 4-4 MILS THICK. 1. CONSTRUCT SHEAR WALLS WHERE INDICATED ON PLANS: I I r � ,,,� ,I'l ­ �l ' ' , I - III 'HORIZONTAL TO ONE VERTICAL TO JOIN EXISTING FOOTINGS. STEEL EXPOSED TO WEATHER; 2�_ WALLS SHALL BE SHEATHED ON ONE SIDE MINIMUM WITH 7/16-114CH I I I, i 21�*"`FB�q�� , I . 5. LOCATE ADJACENT FOOTINGS SO THAT A I-INIF DRAWN BETWEEN THEIR I FIRST PREPARE STEEL ACCORDING TO S$Pr-SP3 (POWER TOOL MINIMUM THICKNESS APA RATED SHEATHING OF EXPOSURE DURABILTY � I �I-,, 1. . , 1 - ,1641 I CLOSEST POINTS IS NOT STEEPER THAN ONE VERTICAL TO TWO CLEANING). PAINT 1 SHOP COAT TNEMEC 50-330 POLY URA-PRIME, CLASSIFICATION EXP 1, EXP 2 OR EXT. I ., � I 11 I I , 1,,, ,,�S, I I . I HORIZONTAL 2-3 MILS THICK. APPLY 2 FIELD COATS OF TNEMEG 66. 3. PROVIDE 2 STUDS MINIMUM AT THE ENDS OF ALL SHEAR WALLS,B FEET I � - _ , 11 ,� I i 1 7� � . ; I 6. PROVIDE 3* LEAN CONCRETE MUD SEAL IN BOTTOM OF FOOTING 8. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE 4N LENGTH OR LONGER AND 3 STUDS MINIMUM AT THE ENDS OF ALL I , �F i " I, ') �, 1.'75"�4��,`W" i EXCAVATION WHEN FOOTING IS NOT IMMEDIATELY PLACED AFTER ARCHITECT FOR REVIEW AND APPROVAL. NO FABRICATION OF STEEL SHEAR WALLS LESS TITAN 5 FEET IN LENGTH. I - I 'p . � 0 1 ,I .A." " I i ,­ � � "" �,l : . EXCAVATION IS APPROVED. SHALL COMMENCE WITHOUT APPROVE[) SHOP DRAWINGS. SHOP 4 ON SHEAR WALLS OF LESS THAN 8-FEET IN LENGTH, PROMDE I - I � - �� � � ,, 'r , , " IL ; ': 1, , 1 , , . ,,�,l i,i 11 11 :, 1 7. PIERS AND FOOTINGS SHALL BE CENTERED ABOUT CENTERLINES OF PINER, DRAWINGS ARE PREPARED AND USED BY THE CONTRACTOR AS INSTRU- SIMPSON PHD2 HOLD-DOWNS AT THE ENDS OF THE SHEAR! WALL, � I � _ I 11 . I .,�p I � 1-11 0, 11 I I a COLUMN, OR WALL UNLESS OTHERWISE NOTED. VENTS TO SEQUENCE HIS WORK AND TO FACILITATE FABRICATION AND TO,THE SHEAR WALL OR FOUNDATION WALL IN THE STORY BELOW. I I I I I i� 1'� � Il, A�Ai:'ll 1111, � All"IM ." .. ",,,�,�&, " I I I S SHALL BE FOR GENERAL I Sr �'l , ,. ",.q, I , B. LAP FOOnNG AND HORIZONTAL WALL REINFORCEMENT 24 DIAMETERS AT ERECTION. REVIEW OF SHOP DRAWLING 5. BACK ALL PANEL EDGES WITH 2-INCH NOMINAL LUMBER. I ''. � -,w SPUCES. DETAIL AND ARRANGEMENT ONLY. CONTRACTOR SHALL BEAR FULL I I I ,, I r , I. A I�'l , T - - �, , ,,.j,�'ll��,�;��'.T-6,-,.Isi$�'r A , ,.!,, !L i RESPONSIBILITY F09 DIMENSIONS, PROPER FIT AND DETAILED 1 6. NAIL PANEL EDGES WITH 8d COMMON NAILS AT 4" O.C. � - , % , � : - � 11 , - , I ",,, 19- 9. PROVIDE CORNER BARS IN FOOTINGS, THE SAME SIZE AND NUMBER A55 7. NAIL PANELS TO INTERMEDIATE SUPPORTS WITH Sd COMMON NAILS . � . �I't- -x" '-, 1111r,!1E.,�I . I I - DESIGN OF CONNECTIONS. - Frile'" ', ' ', '!Z"U.., " �J,T�, '.4 gJr � ,. CONTINUOUS REINFORCEMENT, LAPPED 2 FEET WITH MAIN REINFORCEMENT . I 1, , It 4 1pll I . t INT CONNECTION WHICH SHALL AT 12" D.C. I . I I I I "_,� InLq 4,wl,M 1-0 10, DOWEL CONCRETE WALLS AND PERS INTO FOOTiNGS MIT I DOWELS III- 9. "MC" 014 PLANS INDICATES A NOME I I � I. .i�,,'�, , � SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT. EXTEND DOWELS DEVELOP THE FULL MOMENT AND SHEAR CAPACITY or THE MEMBER. � I I _111, I ,$',,6La,. . - I I TO WITHIN 3 INCHES OF BOTTOM OF FOOTING, TERMINATED WITH A.C.1 SID. 10. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS I . I �. "I ,I wts, IN I AS FOLLOWS: I .1 I I I L I I I I s I i�45 , , ., "'11111, � , � 'UDIO" ",I........ I I I ll� 90 DEGREE HOOK. LAP 30 DIAMETERS WITH VERTICAL REINFORCEMENIT. I . L . I � " MASONRY OPENING UNTEL 2 `� ,W-� ' I 11. AT INTERSECTION OF CONCRETE WALLS, PROVIDE CORNER BARS IN OUTER � , � . 01� FA%MRIIMWIT"'� �, - I . _ LAYER THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT,, AND 4'-0" OR LESS L4 x 3 1/2 x 5/16" . 11 � " ,- �,,� _ ,�' ,k {,°I+''"L I I 9 LAP 2 FEET NTH MAIN STEEL ATA "T" INTERSECTION, PROVIDE CORI 4'-I" IO 7'-O" L5 x 3 1/2 x 5/16' 1, - , llll,fil" e 0 I �, A wli ��l - I OARS FROM EACH LAYER IN INTERSECTING WALL TO OUTER LAYER OF . A. J 1/2" LEGS ARE HORIZONTAL I I � � . � . �" � , �, , ' � I" ll�,'11��,7 ", ',pl � I 11 I., . I �, I'll I I I 0, i � i THROUGH WALL. . B. PROVIDE ONE ANGLE FOR EACH 4' OF WALL THICKNESS.- I � - L I . ,p�, L i , I I PROVIDE L5 x 5 x 5/16" FOR 6" THICK WALLS AND PARTITIONS. I I . I � ILI' , .�� I�_ , '-,,, I I ,I , L I , I 5 C. F . , I I I I'll ., " '. ;,�,j " I 12, CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UI I I I I I . 1� ,,"i �,', "", �z DETAILED OTHERWISE' INCHES D. PROVIDE MINIMUM 6' BEARING AT EACH END. � I I , , L,I - 11 I - I ,L.' . "I EARTH ,3. E. LINTELS MORE THAN IV-0" LONG SHALL BE FIREPROOFED. . I L :: , 1, � 'A , ,,, 0111 � I, ­ i FOOTINGS POURED AGAINST EAR I I . I I I � , , I I'I'll �I, d I , � . I I SURFACE EXPOSED TO WEATHER OR EARTH: 11 I BARS LARGER THAN #5 2- 1 1 1 1 � , 1"7 " � ,-,,i ,,,l I - _ 1 k ­ ,,'.� j71 11.1 - � 11 . I I � I i I I � , � , I ­ �,, , .� ';, I ;,,, I�_ tq � I I I #513ARS OR SMALLER I I/v I : , ,� 11 I - � - I � I . - "" "I'll-71, I � ,,. ".. , I I .N 11 1:1 I I SURFACES Not EXPOSED TO WEATHER OR EARTH: I I I I , . , - I' Ll, , �L "I I- I ,,,,� I" � I - � Y , , 1,r I , 3/4- . � 1 �� I - !� , : I SLABS AND WALL . � I I I I . 1. I I � 11 I ILI' ' I , , �� I I - - I � ., � �, I I I � I , �� I ,,, '�,Li,,, " , ",L6` a�z I BEAMS','GIRDERS, AND COLUMNS 1 1/2 � . � � I I I. I , 11 . �� I . A , I 13. WATERSTOPS SHALL BE PLACED IN FOUNDATION WALL CONSTRUCTION I I � � I I 11 ,. I I ­ I I ; . , _1 I �l I I � I . I 'll ,, , � I. � I I I I I , ,I I I i � .,� � 1, , I I,—I a I I I � . JOINTS BELOW GROUND ELEVATION. . . I � � I � I - � I � I � � �. I i .i :L,_ �, ��,,-! �I"�', " I � I 1 14. PROVIDE FULL-'HEIGHT'DOVETAIL SLOT INSERTS AT 16 INCHES D.C. M-I � I SINUCIUNAL NUILS I � � I I - � I �:, ,.! ,Il, , � ir",�' , CONCRETE WALLS ARE FACED WITH OR ABUT MASONRY. PLACE ANCHORS I L . I � I , , - 1 I I �_ � :, L� I "I . I � FRIED RC;LDENCE I - L ", , .� ,�;o � I AT IB INCHES OC: VERTICALLY. I I I . 1 3 AUGUST 1999 ., I I I I I I 1, , I . �, � �,,�, f 11 15. STEEL COLUMNS REST ON MASONRY PIERS OR WALLS, FILL CFALLS � I I � . L . i � I I , I - � � I'� Ii �l I , , , , - 11 � - I I � . ,� I I OF MASONRY WITH CONCRETE FOR MINIMUM MOTH AND DEPTH OF 2 FFEET. I � I 'I ; I . I ROSS DAUMD, 'PE I �, I " 1 , � ,I , . . " ,. L, I. I �' . ,'L ...... 'L 1�1 I 7 I I � � I �l ,�1, - 4 1 �iI!I�; I 16. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOOI � I ,,y N) ,MARYS , -1 I I I � �� I 11 ,: C�j 3 , . . .�LAW I I 1 , -1 I - I I I - . I I , , ,� ,. l �: I I," 1�-, '7 ' �L , I I � STONE RIME, NY 12484 ", . . � �� �:- I ,I 1 � - I , - ., ,� - ,� � I I I BRACING.THESE WALLS ARE IN PLACE. L � I I I I I i - I t� � ­ �, _ L,. '.�, ' "� ' � WALLS I I! � � I :. _ I 1 17� CONCRETE WALLS SHALL ATTAIN A MINIMUM STRENGTH OF 75% OF fc� . I I I I � � ila-(914) W-2477 . � I , , � , , L"� 1 . ' ' , , ( j `, � I � i , - 11 I I . , I - I , I .. , � I I I , ". , , , I- , � . � I . I - , I 1: I�" �!?IX�(!14) 6I " - ,I lc�! I ", 'I " I ­ ,I� 'L g-L" ,�', � � . z BEFORE PLACING VACKFILL'AuNsT lutm, I I I . I I � � ­, .L. - I .L P, � L" ' I . i � L I , , , I� * : �, , I I 11 I � - � � I � I I 1 : I I I I , :' ', , I - I . .1 . , L ,""",L�_ -" L' ., I , ., I I I I 11 I I -, :Il . , _ , L L., - , ­ -l". I ,. " . I I . " �,, I�M��,�', , :u I m I Il'ir�I L11 L Imlw 4 I I �� , , , .,Avall 1 7 - . 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I ,, , CI , _ , I I ,. .L. �I I � I � � ,I , ,� , L . I . � L I I 1. , I . � .i�" . L L . ' ' ' ,II I I � , .� 4, 1 11 �c �L • I , I I I� I . I I � � � , - � - � �� I, , �,', � I , ", , i- ,1. , I.-� T,, I I I I :�, I'L I, r � ^ I . I, -, , , I I r I I I I I , �, , r 1 . L L� i�, � 2. 1 � : , I � L � � � � , ���� I " I rr � r, .. I I �I , 17 : � I% � : I � � . I I , I � � . : .- I I I : L " . I : I I)I I ,I I ..,___, _ .___— __— __,_ ..� --:- - -__. -ter .. ____ _,-'—_ ._„_ - {' '•,. - J In l nl , - . " - _ - , .. 'Pa_.f1 w y.Y+ty yTr'r't ' •y��SrC'6'"�yY 'F .f� `�) C ,. • .. f 1 r{ jtj ! EFa P �P, a I,+4 r F - _j ABTkP, DET. ��NEW COLUMN - _ a OR GRADE G SEE PLANS + n 1 » ti q n t, a WELD BASE PLATE x 17r r 1 y .x'i,yu'1tEr . I 0. _ - - TO COLUMN '12"02"0/4" BASE Viq 73 PLATE WELDED TO to wd COLUMN. a - GRAVEL ° 5 + ' 1" NON—SHRINK GROUT (2) 3/4' OIA.Kt'—O' ANCHOR _ r 80475 (WHERE INSTALLATION IS IN EXIST. MASONRY OR CONC., OMIT HOOK, DRILL §, 1 1 1/2' HOLE & SET 3/4' i P 6 T s ` + yr v�g'r �Te3r1'SnV I B n4C' ANCHOR BOLT IM NON— ` 'x r+ {. d" I n• - SHRINK GROUT•) sKkia S •} e ,P rJ, 11 _ - 4 IIP M1I UNDISTURBED SOIL SEE PLANS FOR FOOTING 3' CLEAR TYP. SIZE AND REINF.. TYP. ISOLATED FOOTING W COL. fis Ar 1i �TT ``D� �ibF:Sw � SCALE: 1"-1'-0" hr a Pt + I ADD (1)95 BAR x S—O' LONG AT EACH CORNER, I t TYPICAL VE AT SLAB ON GRA - STEEL COLUMN rT 1 WALL OR SLAB COLUMN THROUGH CONTINUOUS BAND JOIST SEE PLANS 6 OPENING, OR SLAB JOIST ' ' ` - fi ISOLATION OPENING ALL AROUND COL SOLID BLOCKING 2" MIN, 1/4 1 II FOR LATERAL SUPPORT. SILL SEALER � nna 1 F1 - 1^ 1 Q ' 7%10 "x3 4" BASE PLATE + 4 ON i/2" GROUT - 3 2 BARS AROUND ALL WINDOW r.* sF•.. nw.V t ( )95 JOISTS W/ 3/4"0 ANCHOR BOLTS AND DOOR OPENINGS. BARS (4) 8d TOE—NAILED AT SHALL EXTEND 24" BEYOND SAWN LUMBER JOISTS, W/ IS- r I pk'�Ia�Lfwt •by �+�4�F'y 'I'lA I b THE EDGE OF THE OPENING. (4) 10d THRU BOT. AND .T' HOOK _ FLANGE OF 1—JOISTS. 1 f °>`f(q 11 T( a t ADD (2)95 BARS x 3'-0" 1/2 PLATES W/ 3/4"0212" ANCHOR' RODS " LONG AT EACH CORNER, (4) 5/8"0 A307 BOLTS. 32" D.0 AT FULL BASEMENTS - 'a4 TYPICAL AT WALLS 48" O.C. AT CRAWL SPACES AND kh 01; 48" ttl /4TYP. FROST WALLS ' r Mh)4 W " 1Y:S.IPhT b{ n „S ADD SOLID BRIDGING • 1 ° q"'f>rke ll��� +N� } Kt k'm n s ' BOTH SIDES. TYP. ADDED REINF. AT WALL & SL/AB OPENINGS TYPICAL COLUMN SPLICE DETAIL SECTION AT SILL AND JOIST TYP. COL., ON FOUNDATION WAIL w <' ' SCALE: 1 1/2"=1'-0" SCALE: 1"=1'-0" . � SCALE: 1"=I'—O.. i4 1 LYh{YI Vy .�rcf' ��(Y : r� COLUMN THROUGH - 3/4' THROUGH BOLTS AT SOLID BLOCKING " NOT REQUIRED FOR LVL SIDE PIECES TOP 012"oc ALL AROUND COL. FOR LATERAL SUPPORT. a r ,.( JOISTS. NEW OR EXIST BEAMWe vq 3b`fp. 1' } fi 5"x4"z3/e" PLATE „ 2-5/16"0 LAG SCREWS 1/4 {rrx+t l' 9p STEEL fLTCH PLATE 3/$ THROUGH BOLTS AT 1 4 TYP " 4+ FLUSH W/ BOTTOM OF BOTTOM 024"oc tr+x . 1/2 THICK 6" J 1 4 WOOD SIDE PIECES. "•","*" 'T' + t : ;) ,ptG . u- 1 t / Y s [c re q LONG TOP PLATE3" SCHED 40 PIPE CDL SECT10N ELEVATION ' TYPICAL STEEL SIDE PIECES TO BE GIRDER TO BEAR 3 1/2" r + h µ+ x t 1 1 �y a n MINIMUM ON SPLICE 1 2 PLATES W1'�-yyiCSr�F1C4 kf "T' i0^ r FULLY SUPPORTED ON Iv' fl �xIlIM+4W'A PLATE TYPICAL \(4) 5/8'0 A307 BOLTS. COLUMN TOP PLATES / " / - 1/2"' 5" TALL STIFFENER PLATE B07H SIDES 211YYIEESTA15�,57RkEf NeW1 „ TYP. COL TO WOOD BEAM CONN. GIRDER FLITCH PLATE REINF `! t scaLE 1"=1'—D"' SCALE: 1"=1'—D" GIRDER SUPPORT DETAIL AT LIVING ROOM' I �bfr uS Ilfj%}� i � t Ri'�dt R- 1 1$,56Na117N09tl n �,),,,12�, EW M0) N9W Yuck � 9 ? r r1n 1 aly rtE"e'tW M' "N Y✓ tkl 4 wwµ PAr 1M I�',`,M "' ty�� ggT t q� - d sl�'4ia I� i+ - WOµ,. DETAILS IY4 Y n.r MIEb RESIDENCE, 3 6EFREMBER 1999 ( _ _ ROS STONE; 7JWR RfkiE, 12464',, TF,L (914 6�`J 2A77 +I - FAX ((914 997 2532 '. r � ., .' . . , • , , , - " "' rI T ,q C r 1 • I r +- h }15, art+ r` : ° :i' .. , �ep9k{ .. - I. $�� r_lk - d s! �+lyr•. f 3;� > 1 4.,. 3 `