The URL can be used to link to this page

Home My WebLink About_Conformed Set Volume 1 4176 11 10 9 2.6 8 6.1 3 2 T S R A B C D E F G H J K L M N P Q 5 4 W 1 6 X 5 7 W14X22W14X22W14X22W14X109 W14X109 W14X109 W14X109 W14X22W14X109W12X22W12X22W12X2216' - 0" 12' - 0" 20' - 0" 22' - 0" 26' - 0" 22' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"20' - 0"12' - 0"12' - 0"24' - 11"L4X4X1/2 L4X4X1/2 L4X4X1/2 L4X4X1/2 SEE TYPICAL STEEL MOMENT CONNECTION DETAILS, TYP. REINFORCE BOTH FLANGES WITH 12"x5/8" PLATES, TYP. T/SLAB EL = 59' - 4" T/SLAB EL = 61' - 1"L8X8X3/4L8X8X3/4 L8X8X3/4L8X8X3/4L8X8X3/4 L8X8X3/4 V 4 0 V 1 5 V15 V15 V60 V15 V60 V15 V15 V15V15 V15V15 V15V15 V15 V60 V15 V15V15V15V15V15V15V60 V15 V15V15V15 V15V15 V15 V60 V15 SEE NOTE 8 TYPICAL PERIMETER ANGLES SEE NOTE 8 TYPICAL PERIMETER ANGLES SEE NOTE 8 TYPICAL PERIMETER ANGLES CREATE NEW SLAB OPENING TO MATCH BELOW, REMOVE PORTION OF EXISTING BEAM SHOWN W14X22ASSUME INSTALLATION OF W14X43 HOIST BEAM AT PENTHOUSE ABOVE, LOCATION TO BE CONFIRMED WITH ELEVATOR SHOP DRAWINGS CMU INFILL OF EXISTING OPENING TO MATCH EXISTING CMU SEE A-3004 FOR LOCATION CMU INFILL OF EXISTING OPENING TO MATCH EXISTING CMU SEE A-3004 FOR LOCATION NEW FACADE ANCHORED TO EXISTING CMU. GPR CMU TO VERIFY EXISTING REINFORCING. NEW FACADE ANCHORED TO EXISTING CMU. GPR CMU TO VERIFY EXISTING REINFORCING. INDICATES EXISTING MEMBER INDICATES NEW MEMBER INDICATES EXISTING MEMBER TO BE DEMOLISHED INDICATES COLUMN ABOVE INDICATES NEW SLAB OPENING NOTES: INDICATES 4" LW CONCRETE OVER 2" COMPOSITE STEEL DECK AND SLAB DIRECTION C.A. N.S.O. 1. 2. 3. 4. 5. 6. 7. 8. SEE A-4200 SERIES FOR FACADE CONNECTION DETAILS. ANGLE ANCHORS TO EXISTING CONCRETE SHOULD BE DESIGNED FOR THE FOLLOWING FACTORED LOADS: 0.6K VERTICAL AND 1K HORIZONTAL REACTIONS PER LINEAR FOOT (FACTORED), APPLIED AT C.G. OF HORIZONTAL LEG OF ANGLE. 9. AT ALL STEEL FRAMING SUPPORTING COMPOSITE DECK ASSUME A MINIMUM OF ONE 4"x5/8" NELSON STUD PER FOOT.01/2"1"2"Sheet Title Approved Checked Drawn Job Number Date Sheet Information Revisions MEP FP ME Engineers 29 West 38th Street, 5th Floor New York, NY 10018 t 212.447.6770 f 212.447.6615 STRUCTURAL ENGINEER/ SUSTAINABILITY CONSULTANT Thornton Tomasetti 51 Madison Ave. New York, N.Y. 10010 t 917.661.7800 f 917.661.7801 LIGHTING CONSULTANT Lumen Architecture 214 W 29th Street Suite 1005 New York, NY 10001 t 212.564.6469 f 917.591.2524 LANDSCAPE ARCHITECT Trowbridge Wolf Michaels 1001 West Seneca Street Suite 101 Ithaca, NY 14850 t 607.277.1400 f 000.000.0000 162345 A E B C D 162345 A E B C D Copyright © 2013 Perkins+Will 227 West 29th Street, 7th Flr. New York, NY 10001 t: 212 505-5955 f: 212 505-1648 CIVIL ENGINEER TG Miller PC 203 North Aurora Street Ithaca, NY 14850 t 607.272.6477 f 607.273.6322 AV / ACOUSTICS The Sextant Group 244 Madison Avenue Suite 311 New York NY 10016 t 877.684.2311 f 412.323.8538 CODE CONSULTANT Code Consultants Professional Engineers, PC 215 West 40th Street 15th Floor New York, NY 10018 t 212.216.9596 f 212.216.9619 04/06/2015 031549.000 PK RO 1 100% DD DOCUMENTS 14/08/28 2 50% CONSTRUCTION DOCUMENTS 14/11/07 3 90% CONSTRUCTION DOCUMENTS 15/01/26 4 BID SET 15/02/27 5 ADDENDUM 2 15/03/20 NO ISSUE DATE 6 ADDENDUM 5 15/04/08 4/8/2015 8:50:05 AMC:\Scratch\Cornell_UpsonHall_R2015_pkenny.rvtS-0106 MAIN ROOF Upson Hall 410 THURSTON AVE., ITHACA, NY CORNELL UNIVERSITY 3/32" = 1'-0" ROOF PLAN1 215 Park Avenue South 4th Floor New York, NY 10003 t 212.251.7000 f 212.251.7111 www.perkinswill.com TOS EL. 59'-4"