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Home My WebLink About_Conformed Set Volume 1 4106 20 19 18 17 16 15 14 13 12 11 10 9 2.6 8 6.1 3 2 1 T S R R.3 Q.1 O A B C D E F G H J K L M N P Q Q.6 5 47 12' - 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"20' - 0"12' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"9' - 10"11' - 2"27' - 0"8.18.910.1 REMOVE PORTION OF EXISTING BEAM HSS20X8X5/8 HSS12X8X1/2 W18X40W18X40W24X55 W24X55 W24X55 W24X55 W24X55 W24X55 W24X55 W24X55 W12X22 W12X22 W12X22 W18X40W18X40W18X40W18X40W18X40W18X40W14X22 W10X12W10X19 W10X19N.S.O. N.S.O. L6X6X1/2 W12X22W12X2224' - 11" 16' - 0" 16' - 0" 2 S-0300 3 S-0300 5 S-0300 4 S-0300 6 S-0300 N.S.O. N.S.O.W10X19W10X19 W10X19 L4X4X1/2 N.S.O. N.S.O. L6X6X1/2 10 S-0300 C15X33.9C15X33.9W18X40 W14x22 STUBW14X22L4X4X1/216 S-0300 W14X22W10X19 L4X4X1/2W10X19 W10X19W10X19L4X4X1/2 W10X12L4X4X1/2V35 V35V35 V35V35 V35V35 V35V35 V35V35 V35W18X40V35 V35W18X40V35 V35W18X40V35 V35 V60 V60 V60 V60 V60 V60 V60 V60 V110 V110 V110 V110 V110 V110 V110 V55 V60 V60 V60 V60 V35 V35 V25V25 V15V15 V15V15 V15 V15V15 V15 W14X22 L3X3X3/8 . L4X4X1/2 L4X4X1/2L7X4X1/2 L4X4X3/8 L7X4X1/2 L7X4X1/2 L4X4X1/2W10X19L4X4X1/2 L4X4X1/2 L7X4X1/2L7X4X1/2L7X4X1/2L4X4X1/2VERIFY BEAM LOCATION IN FIELD V15V15V15 V15 V15 V15 V15 V15 SEE NOTE 8 TYPICAL PERIMETER ANGLES SEE NOTE 8 TYPICAL PERIMETER ANGLES HSS20X4X1/2 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 1/2" NW 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 8:50:04 AMC:\Scratch\Cornell_UpsonHall_R2015_pkenny.rvtS-0101 1ST FLOOR FRAMING PLAN Upson Hall 410 THURSTON AVE., ITHACA, NY CORNELL UNIVERSITY 3/32" = 1'-0" FIRST FLOOR PLAN1 215 Park Avenue South 4th Floor New York, NY 10003 t 212.251.7000 f 212.251.7111 www.perkinswill.com TOS EL. 0'-0"