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2-#5 T&B CONT <br />MIN <br />#5@12"T <br />ADDITIONAL <br />D LESS THAN T MINUS 2 INCHES <br />BOTTOM BARS INTERRUPTED BY STEP <br />T/SLAB <br />EL SEE PLAN <br />T <br />2'-6" <br />1'-0" MIN <br />6D <br />6" <br /> <br />M <br />A <br />X <br />D <br />T/SLAB <br />EL SEE PLAN <br />T <br />T/SLAB <br />EL SEE PLAN <br />T <br />T/SLAB <br />EL SEE PLAN <br />T <br />SLAB BOTTOM BARS <br />SEE PLAN OR SCHEDULE <br />SLAB BOTTOM BARS <br />SEE PLAN OR SCHEDULE <br />SLAB BOTTOM BARS <br />SEE PLAN OR <br />SCHEDULE <br />SLAB BOTTOM BARS <br />SEE PLAN OR SCHEDULE <br />SLAB TOP BARS <br />SEE PLAN <br />OR SCHEDULE <br />SLAB TOP BARS <br />SEE PLAN OR <br />SCHEDULE <br />MINIMUM OVERALL LENGTH OF TOP BARS AS INDICATED ON PLAN <br />LTS <br />. <br />. <br />6" <br /> <br />M <br />A <br />X <br />D <br />D LESS THAN T MINUS 2 INCHES <br />TOP AND BOTTOM BARS INTERRUPTED BY STEP <br />LTS Ld MIN <br />1'-0" MIN <br />6D <br />LTS <br />. <br />. <br />. <br />. <br />2-#5 T&B CONT MIN <br />WALL <br />SEE PLAN <br />HOOK <br />AS REQUIRED <br />2-#4 <br /> ADDITION <br />A <br />L <br />TOP & BOTTOM <br />PLAN AT RE-ENTRANT CORNER <br />PLAN AT WALL <br />TYPICAL <br />2"CLEAR <br />3"2" <br />SLAB <br />SEE PLAN <br />2" <br />3" <br />SLAB <br />SEE PLAN <br />2'-0"MIN <br />2'-0"MIN <br />TYPICAL <br />2'-0"MIN <br />2-#4 <br /> ADDITION <br />A <br />L <br />TOP & BOTTOM <br />T/SLAB <br />EL SEE PLAN <br />NOTES: <br />1. FOR SIZE AND LOCATION SEE ARCH, MEP, OR STRUCTURAL DRAWINGS <br />2. ROUGHEN SURFACE OF SLAB TO 1/4" AMPLITUDE CLEAN THOROUGHLY AND <br /> APPLY BONDING AGENT IMMEDIATELY BEFORE CASTING CURB <br />3. THIS DETAIL IS APPLICABLE AT CURBS FOR NON-STRUCTURAL ELEMENTS <br /> SUCH AS SKYLIGHTS, INTERIOR PARTITIONS AND INTERIOR <br /> RAILINGS <br />4. SEE ARCH DRAWINGS FOR EMBEDDED PLATES AND BLOCKOUTS <br /> REPLACE REINFORCEMENT INTERRUPTED BY BLOCKOUTS <br />1' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />H <br />#4@12" <br />2 HORIZONTAL <br />BARS MIN <br />KEYWAY OR <br />INTENTIONALLY <br />ROUGHENED SURFACE <br />CURB WIDTH - 4" MIN TO 7" MAX CURB WIDTH OVER 7" <br />CORING AND CUTTING THROUGH <br />REINFORCEMENT IS NOT <br />ALLOWED <br />USE EMBED PLATES <br />#4 @ 12" OC W/ STD HOOK <br />@ BOT OF SLAB <br />#4@12" <br />2 HORIZONTAL <br />BARS MIN <br />EQ EQ <br />NOTES: ADDITIONAL BARS <br />1. PROVIDE ADDITIONAL BARS ON EACH SIDE OF OPENING FOR TOP <br /> AND BOTTOM BARS THAT ARE INTERRUPTED BY OPENINGS <br /> DISTRIBUTE REPLACEMENT BARS EQUALLY TO BOTH SIDES OF <br /> OPENING AT 3" SPACING <br />2. PROVIDE A MINIMUM OF 2 BARS EACH SIDE OF OPENING TOP AND BOTTOM <br /> WHERE NO TOP BARS ARE PRESENT, PROVIDE ADDITIONAL TOP BARS <br /> SHOWN ABOVE <br />3. AT CLUSTERED OPENINGS, PROVIDE THESE ADDITIONAL BARS AROUND <br /> THE CLUSTER PLUS THE ADDITIONAL BARS SHOWN IN THE CLUSTERED <br /> OPENING DETAIL <br />SLAB <br />OPENING <br />UNINTERRUPTED <br />BARS <br />INTERRUPTED <br />BARS <br />OPENING SIZE <br />(LARGER DIMENSION <br />OF OPENING) <br />SLAB <br />OPENING <br />1-#4 TOP BARS <br />FOR OPENINGS <br />GREATER THAN <br />1'-0" <br />12" - 36" <br />0 - 12" <br />NOTES: <br />1. REFER TO PLANS FOR ADDITIONAL BARS AROUND OPENINGS <br />2. SEE STRUCTURAL DRAWINGS FOR QUANTITY AND LOCATIONS OF OPENINGS. <br /> CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH <br /> MEP DRAWINGS NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY <br /> DISCREPANCIES FOR REVIEW AND APPROVAL <br />3. FOR TWO-WAY SLAB SEE TYPICAL TWO-WAY SLAB OPENING LIMITATIONS. <br /> FOR OPENING NOT MEETING LIMITATIONS OR GREATER THAN 3 FEET, <br /> SUBMIT OPENINGS TO SER FOR APPROVAL <br />4. FOR ONE-WAY SLABS WHERE THE OPENING DIMENSION PERPENDICULAR <br /> TO THE DIRECTION OF THE SPAN IS GREATER THAN 2 FEET, <br /> SUBMIT OPENINGS TO SER FOR APPROVAL <br />5. WHERE ADJACENT OPENINGS ARE NOT SEPARATED BY 2X THE LARGEST <br /> OPENING DIMENSION OR WOULD INTERRUPT THE ADDITIONAL REINFORCEMENT <br /> FROM THE ADJACENT OPENING, SUBMIT OPENINGS TO SER FOR APPROVAL <br />TOP BARS <br />ALL SIDE <br />1 - #4 <br />NONE <br />ADDITIONAL BARS WHERE BARS ARE INTERRUPTED ADDITIONAL TOP BARS WHERE NO <br />TOP BARS ARE PRESENT <br />ADDITIONAL TOP BARS <br />L + LT S2 x Ld W L + LT S2 x Ld <br />W <br />+ <br /> <br />L <br />T <br />S <br />2 <br />x <br /> <br />L <br />d <br />L <br />W <br />+ <br /> <br />L <br />T <br />S <br />2 <br />x <br /> <br />L <br />d <br />3" TYP <br />3" TYP <br />L + LT S2 x Ld W L + LT S2 x Ld <br />W <br />+ <br /> <br />L <br />T <br />S <br />2 <br />x <br /> <br />L <br />d <br />L <br />W <br />+ <br /> <br />L <br />T <br />S <br />2 <br />x <br /> <br />L <br />d <br />ADDITIONAL BARS AT EACH <br />LAYER (SIZE TO MATCH <br />INTERRUPTED BARS) <br />ADD 1/2 THE NUMBER OF BARS <br />INTERRUPTED BY OPENING + 1 <br />ON EACH SIDE OF OPENING <br />LARGER OF <br />L + LTS <br />OR 2 x Ld W <br />L + LTS <br />2 x Ld <br />W <br />L + LTS <br />2 x Ld <br />L + LTS <br />2 x Ld <br />1'-6" <br />"B " <br />TYPICAL SLAB <br />REINFORCEMENT OR ADD <br />1-#4 TOP AND BOTTOM <br />CLUSTERED OPENING ADDITIONAL REINFORCEMENT <br />NOTES: CLUSTERED OPENINGS <br />1. THE REINFORCEMENT REQUIREMENTS AT CLUSTERED OPENING <br /> ARE IN ADDITION TO THE TYPICAL SLAB OPENING DETAIL <br /> REQUIREMENTS AROUND THE ENTIRE CLUSTER <br />2. FOR ONE-WAY SLABS, WHEN CLUSTERED OPENING IS GREATER <br /> THAN 2 FEET, SUBMIT TO SER FOR APPROVAL. <br />3. FOR TWO-WAY SLABS, WHEN CLUSTERED OPENING DOES NOT <br /> MEET TWO-WAY SLAB OPENING LIMITATIONS OR IS GREATER <br /> THAN 3 FEET, SUBMIT TO SER FOR APPROVAL <br />MA <br />X <br />3' <br />- <br />0 <br />" <br />. <br />MAX <br />3'-0". <br />OPENING SIZE FOR <br />DETERMINING <br />SLAB REINFORCEMENT AT <br />CLUSTERED OPENINGS <br />TYPICAL <br />OR HOOK <br />CLEAR DISTANCE TO <br />ADJACENT OPENING <br />LESS THAN 1'-0" <br />CL <br />E <br />A <br />R <br /> <br />D <br />I <br />S <br />T <br />A <br />N <br />C <br />E <br /> <br />T <br />O <br />AD <br />J <br />A <br />C <br />E <br />N <br />T <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />LE <br />S <br />S <br /> <br />T <br />H <br />A <br />N <br /> <br />1 <br />' <br />- <br />0 <br />" <br />3' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />MAX <br />3'-0". <br />3' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />MAX <br />3'-0" . <br />1-#4 TOP AND <br />BOTTOM <br />TYPE 1 TYPE 3TYPE 2 <br />SEE TYPE 1 FOR INFORMATION NOT SHOWN SEE TYPE 1 FOR INFORMATION NOT SHOWN <br />1-#4 TOP AND <br />BOTTOM <br />OPENING SIZE FOR <br />DETERMINING <br />SLAB REINFORCEMENT AT <br />CLUSTERED OPENINGS <br />OPENING SIZE FOR <br />DETERMINING <br />SLAB REINFORCEMENT AT <br />CLUSTERED OPENINGS <br /> UNLESS <br />SPECIFICALLY <br />NOTED PER PLAN <br />THICKNESS REINFORCEMENT <br />≤ 4" <br />≤ 6" <br />≤ 3"WWR 6x6 - W2.9xW2.9 <br />#3 @ 10" TOP EACH WAY <br />DETAIL AT RAMP <br />CONCRETE FILL <br />SEE ARCH DRAWINGS <br />SEE SCHEDULE FOR REINFORCEMENT UON <br />CONTINUOUS #4 NOSING BAR NOT SHOWN <br />CONCRETE SLAB <br />SEE PLANS <br />FOR <br />REINFORCEMENT <br />SEE SCHEDULE <br />INTENTIONALLY ROUGHEN SURFACE AND <br />BOND TO SLAB PER SPECIFICATIONS <br />FOR CONSTRUCTION JOINTS <br />FOR SIZE AND LOCATION <br />SEE ARCH SLAB PLANS <br />#4 NOSING CONT ALL AROUND <br />0' - 5" <br />TYPICAL <br />1'-6" <br />INTENTIONALLY ROUGHEN <br />SURFACE AND BOND TO SLAB PER <br />SPECIFICATIONS <br />#3 @ 10" OC W/ STD HOOK @ <br />BOT OF SLAB <br />EACH SIDE OF RAMP <br />CONCRETE SLAB, SEE PLANS <br />SAW-CUT <br />EDGE 5/8" MAX 2" <br />M <br />I <br />N <br />#3 @ 10" OC W/ STD HOOK @ BOT OF SLAB <br />EACH SIDE OF RAMP OR PAD <br />WWR 6x6 - W4.0xW4.0 <br />SECTION AT RAMP OR PAD <br />WHERE t > 6" <br />SEE 12 <br />R1.S5.43 <br />NOT TO SCALE <br />TYPICAL STEP IN SLAB DETAILS1 <br />NOT TO SCALE <br />TYP CORNER SLAB DETAILS10 NOT TO SCALE <br />TYPICAL CURB DETAILS <br />(NOT SUBJECT TO LATERAL LOADS)11 <br />NOT TO SCALE <br />TYPICAL SLAB OPENING DETAILS6 <br />NOT TO SCALE <br />TYPICAL DETAIL OF CONCRETE FILL <br />HOUSEKEEPING PAD / MECHANICAL PAD / RAMP12 <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 />NOT TO SCALE <br />11/19/2024 3:32:37 PM <br />R1.S5.42 <br />TYPICAL CONCRETE SLAB DETAILS <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25