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coLUmN <br />/ CL COLUMN 5 & 5A <br />our SIDE EACE <br />RA]USG36E 6 <br />CONST RUGS ION JOINT <br />5 5.. LA901ATBCOL <br />\\\ \ cH202ucilonsNol NT <br />HB4 - HT02E <br />E REDu RED <br />IBOTJ <br />\A¢ 0P <br />EA RING p <br />RADIUS 33 -4 <br />ge <br />/*INSIDE <br />02E IB OT,I <br />-[G COLUMN I <br />HELIX RING BEAM BOTTOM PLAN <br />® <br />BOLTON <br />& MENK <br />9 - H505EISIDE <br />ENGINEER SIGNATURE P <br />- HSOSE 5IDEI- <br />-HB4 <br />-PL COLUMN 4 <br />DE FACE <br />-OF S�RING BEAM <br />4 - HOOSE ITOPI <br />-4 - H505E ISIDEI <br />-HB3 <br />-CL COLUMN 3 <br />HELIX RING BEAM TOP PLAN <br />PING BEAM HB3 - HB4 <br />4 - HBOTE ITOPI <br />HELIX DETAILS <br />509 <br />CONSTRUCTION JOINT <br />r AEI <br />1_22—E COLUMN 5 & 5A <br />AHD ONS I UCTIION JOINT <br />T <br />IF REWIRED <br />ouTSIDE EACE <br />RADI�USG36E NM <br />NOTES <br />© BAR SPACING ALONG OUTSIDE FACE OF RING BEAM <br />SIDE BAR LAPS AND TOP BARS LAP LOCATED AT MID SPAN. <br />BOTTOM BAR LAPS LOCATED AT COLUMN. <br />FOR SECTION D - D. SEE. SHEET 20. <br />S.A.P.199-010-012 'IRIDGE NO. <br />SHEET NO. 21 OF 99 SHEETS I 02053 <br />