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2-#5 TOP AND BOTTOM <br />CONTINUOUS AT ALL <br />EXTERIOR EDGES <br />SLAB TOP BARS <br />SEE PLAN ADD'L CONT TOP BARS PER <br />PLAN (#4@12" OC, MIN) <br />SLAB BOTTOM BARS <br />SEE PLAN <br />EXTERIORINTERIOR <br />CONCRETE AT EXTERIOR SLAB TO <br />MATCH STRENGTH OF INTERIOR <br />SLAB AND HAVE MAX W/C RATIO= <br />0.45 <br />WITH AIR ENTRAINMENT <br />ADD'L TOP BARS PER <br />PLAN (#5@12" OC, MIN <br />CO <br />V <br />E <br />R <br />1 <br />1 <br />/ <br />2 <br />" <br />C <br />L <br />E <br />A <br />R <br />7" <br />, <br /> <br />M <br />I <br />N <br />COVER <br />2"CLEAR <br />3" <br />1/ <br />2 <br />" <br />, <br /> <br />S <br />E <br />E <br /> <br />P <br />L <br />A <br />N <br />SEE PLAN <br />T <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />CL <br />E <br />A <br />R <br /> <br />C <br />O <br />V <br />E <br />R <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />CL <br />E <br />A <br />R <br /> <br />C <br />O <br />V <br />E <br />R <br />0R 3'-0" <br />LARGER OF LTS <br />T/SLAB <br />EL SEE PLAN <br />.. <br />DRIP GROOVE, SEE ARCH <br />BEND BOTTOM BAR AS <br />REQUIRED TO MAINTAIN COVER <br />180 STANDARD HOOK <br />ROTATE IF <br />NECESSARY <br />TO MAINTAIN COVER <br />. <br />. <br />PT TENDON <br />PER PLAN <br />COLUMN BEYOND <br />SLAB REINF <br />PER PLAN <br />(2)-#4 T&B <br />CONTINUOUS AT <br />ALL SLAB EDGES <br />T/SLAB <br />2" <br />PER ARCH <br />GALV EMBED PL AT GUARDRAIL <br />POSTS,PER EMBED SCHEDULE <br />WHERE OCCUR PER ARCH <br />7" <br />M <br />I <br />N <br />GUARDRAIL EMBED SCHEDULE <br />GUARDRAIL HT EMBED ANCHORS SPACING COMMENTS <br />5'-0" MAX 8 1/2"x11"x1/2" <br />12"x14"x1/2" <br />(4) 1/2" x 6" WELDED <br />HEADED STUDS 4'-0" OC, MAX <br />(6) 1/2" x 6" WELDED <br />HEADED STUDS 4'-0" OC, MAX8'-0" MAX <br />NOTES: <br />1. EMBED PLs EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALV <br />2. EMBEDS PLs SHALL BE A36, UON <br />3. ANCHORS MAY BE OFFSET FROM END OF PL TO MEET MIN EDGE CLEARANCE REQMNT <br />4. SEE ARCH FOR LOCATION OF GUARDRAILS <br />3'-6" MAX 8 1/2"x11"x1/2"(4) 1/2" x 4" WELDED <br />HEADED STUDS 4'-0" OC, MAX VERTICAL MOUNT <br />ON WALL <br />6" <br /> <br />( <br />8 <br />' <br /> <br />H <br />T <br />) <br />5" <br /> <br />( <br />5 <br />' <br /> <br />H <br />T <br /> <br />A <br />N <br />D <br /> <br />U <br />N <br />D <br />E <br />R <br />) <br />MI <br />N <br />1 <br />1 <br />/ <br />2 <br />" <br />B <br />GUARDRAIL, <br />BY OTHERS <br />H <br />MIN <br />1 1/2"MIN <br />4" <br />EDGE OF SLAB, WHERE <br />OCCURS PER PLAN <br />ADD #4 U-BAR STIRRUP <br />WHERE EDGE DISTANCE < 12" <br />Ld <br />CONC SLAB PER PLAN <br />t <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />SL <br />A <br />B <br /> <br />T <br />H <br />K <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 3:37:09 PM <br />R1.S8.50 <br />ABOVE GRADE SECTIONS AND <br />DETAILS <br />S21043.00 <br />NOT TO SCALE <br />TYPICAL DETAIL AT EXTERIOR SLAB (BALCONY / TERRACE)4SCALE: 3/4" = 1'-0"3 TYPICAL (EXTERIOR) CANTILEVER SLAB EDGE <br />SCALE: 3" = 1'-0"8 GUARDRAIL EMBED <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25