Loading...
HomeMy WebLinkAbout_Conformed Set Volume 1 427BASE PLATE SEE 5/S-0201 CUT EXISTING SLAB-ON-GRADE AND POUR NEW GRADE BEAM #4 REBAR EXPOXIED INTO EXISTING SLAB ON GRADE @ 12" O.C. GRADE BEAM REINFORCING 5#8 BOTTOM, 3#8 TOP #4 STIRRUPS SPACING FROM EACH END: 1@3", R@12" NEW GRADE BEAM EXISTING CAISSON EXISTING COLUMN NEW GRADE BEAM BENT PLATE SKEW SPANDREL BEAM, FLANGE COPED AT SLAB EDGE CL BEAM EPOXY ANCHORS TO CONCRETE BOLTS TO BEAM WEB EXISTING SITE RETAINING WALL EXISTING RAMP V.I.F. FOOTING PROJECTION V.I.F.FOOTING DEPTHCLADDING, SEE LANDSCAPE NEW ADJACENT GRADE ELEVATION VARIES, SEE LANDSCAPE TOP OF FOOTER ELEVATION, V.I.F. BOT. OF FOOTER ELEVATION, V.I.F. IF LOWER THAN NEW GRADE, NO UNDERPINNING REQUIRED. CONCRETE UNDERPINNING TO BACK OF FOOTING AS REQUIRED BY NEW GRADE ELEVATION. UNDERPIN IN 3' LENGTHS PER DAY ONLY, TO A MAXIMUM DEPTH OF 1' BELOW BOTTOM OF FOOTING. CONSULT STRUCTURAL ENGINEER IF FIELD CONDITIONS REQUIRE UNDERPINNING. MAIN LEVEL 0" 181716 BASEMENT LEVEL PLAN -13' - 0" CUT EXISTING FOUNDATION WALL TO MATCH NEW STAIRS, THEN CHIP CONCRETE 12" BELOW PROFILE OF STAIRS, LEAVING VERTICAL BARS INTACT. SEE ARCH FOR STAIR DIMENSIONS POUR BACK TOP 12" OF WALL WITH 4000 PSI CONCRETE TO MATCH STAIR PROFILE. REINFORCE WITH LONGITUDINAL #4 BARS AT TOP AND BOTTOM OF 12" DEPTH, EACH FACE. DOWEL NEW REINFORCING 8" INTO EXISTING WALL DOWEL NEW REINFORCING 8" INTO EXISTING WALL EXISTING S.O.G. #4 BARS EPOXY-DOWELED 6" INTO EXISTING SLAB @ 18" O.C. SAW-CUT EXISTING S.O.G. NEW S.O.G. 4000 PSI NW CONCRETE WITH WWM 6X6XW2.9XW2.9 REINFORCING COMPACTED STONE FILL NEW UTILITY INSTALLATION01/2"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 8:50:09 AMC:\Scratch\Cornell_UpsonHall_R2015_pkenny.rvtS-0301 SECTION AND DETAILS Upson Hall 410 THURSTON AVE., ITHACA, NY CORNELL UNIVERSITY 215 Park Avenue South 4th Floor New York, NY 10003 t 212.251.7000 f 212.251.7111 www.perkinswill.com 3/4" = 1'-0" SECTION1 3/4" = 1'-0" SECTION2 1" = 1'-0" SKEWED SPANDREL CONNECTION3 1" = 1'-0" SITE WALL FOOTING4 1/4" = 1'-0" Elevation - FOUNDATION WALL CUT5 1" = 1'-0" TYPICAL S.O.G. PATCHING DETAIL6