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LEVEL 05 (HOTEL) <br />55' - 0" <br />LEVEL 06 WEST <br />56' - 0" <br />R11' <br />LEVEL 06+ WEST <br />61' - 0" <br />SLAB REINF. PER PLAN <br />SLAB REINF. PER PLAN <br />CONC COL BEYOND <br />BEAM REINF. PER SCHEDULE <br />LEVEL 06 WEST <br />56' - 0" <br />RH <br />LEVEL 06+ WEST <br />61' - 0" <br />2'-0" 2'-0" <br />4" TOPPING SLAB OVER <br />STRUCTURAL FOAM FILL PER 12 <br />R1.S5.42 <br />T/RAMP <br />VARIES <br />SEE ARCH <br />5 <br />R1.S8.31 <br />1 <br />R1.S8.31 <br />STEEL STAIRS <br />BY OTHERS <br />LEVEL 02 WEST <br />16' - 0" <br />RG <br />T/RAMP <br />EL VARIES <br />NOTE: SEE FOR ADDITIONAL INFO10 <br />R1.S8.10 <br />Ld <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />CMU WALL PER SCHED <br />DOWEL TO MATCH SIZE <br />AND SPACING OF VERT <br />REINF <br />6" <br />LEVEL 06 WEST <br />56' - 0" <br />MIN <br />2'-0" <br />MIN <br />2'-0" <br />#4@12" OC Z-BAR DOWELS <br />TYP AT PERIMETER <br />ROUGHEN SURFACE TO <br />1/4" MIN AMPLITUDE <br />6" MIN <br />4" TOPPING SLAB OVER <br />STRUCTURAL FOAM FILL PER <br />METAL STAIRS BY OTHERSCL STAIR <br />STRINGER <br />T/SLAB <br />EL = SEE PLAN <br />12 <br />R1.S5.43 <br />#4@12" OC <br />STAIR ANCHORS BY OTHERS, <br />BASE PL SHALL PROVIDE <br />LONGITUDINAL MOVEMENT <br />EL SEE PLAN <br />T/SLAB <br />CONCRETE SLAB <br />PER PLAN <br />L8X6X1/2 X 6'-0" W/ 3/4" DIA <br />x 12" LONG WELDED <br />HEADED STUDS @ 12" OC <br />(MIN 6 TOTAL) <br />STEEL STAIR AND <br />ATTACHMENT TO <br />STRUCTURE BY OTHERS <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />As indicated <br />11/19/2024 3:36:16 PM <br />R1.S8.31 <br />ABOVE GRADE SECTIONS AND <br />DETAILS <br />S21043.00 <br />SCALE: 3/4" = 1'-0"12 SECTION <br />SCALE: 3/4" = 1'-0"6 SECTION <br />SCALE: 1" = 1'-0"4 SECTION AT LEVEL 02 RAMP TRANSITION <br />SCALE: 1" = 1'-0"5 CONCRETE PLINTH AT STAIR STRINGER <br />SCALE: 1 1/2" = 1'-0"1 STEEL STAIR TO CONCRETE SLAB CONN AT LEVEL 06+ <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25