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NOTES: <br />1. LCN DENOTES LARGER OF ADJACENT CLEAR SPANS <br />2. WHERE REINFORCEMENT IS SHOWN IN A SCHEDULE PROVIDE GREATER AREA OF STEEL SCHEDULED FOR TOP BARS AT ADJACENT SPANS <br />3. BEAM MAIN TOP BARS (NOT SHOWN, SEE TYPICAL BEAM SECTION) ARE BELOW PERPENDICULAR ONE-WAY SLAB TOP BARS <br />BOTTOM BARS <br />SEE PLAN OR <br />SCHEDULE <br />TOP BARS <br />SEE PLAN OR SCHEDULE <br />CONTINUOUS SHRINKAGE AND <br />TEMPERATURE BARS (S&T) <br />SEE PLAN OR SCHEDULE <br />180 DEGREE STANDARD HOOK <br />ROTATE AS REQUIRED TO <br />MAINTAIN CLEAR COVER <br />CL <br />SUPPORT <br />CL <br />SUPPORT <br />CL <br />SUPPORT <br />CL <br />SUPPORT <br />LC2 - INTERIOR CLEAR SPAN <br />0.3 LCN <br />LC1 - END CLEAR SPAN <br />0.25 LC1 0.3 LCN <br />T/SLAB <br />EL SEE PLAN <br />TYPICAL <br />2" CLEAR <br />TYPICAL <br />2" CLEAR <br />T <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />OR <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />0.3 LCN <br />LC3 - INTERIOR CLEAR SPAN <br />0.3 LCN <br />BEAM <br />TYPICAL SEE PLAN <br />LC4 - CANTILEVER <br />OR <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <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 />BEAM BEYOND <br />SEE TYPICAL ONE-WAY SLAB REINFORCEMENT <br />DETAIL AT BEAM PARALLEL TO SLAB SPAN <br />OR <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <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 />OR 0.3 LC3 <br />LARGER OF LC4 <br />TYPICAL <br />6" <br />6" <br />HOOK AT SLAB <br />EDGE <br />BOTTOM BARS <br />SEE PLAN OR SCHEDULE <br />#4@12" TOP ADDITIONAL <br />WHERE NO TOP BARS ARE <br />SHOWN ON PLAN OR SCHEDULE <br />S & T BARS <br />SEE PLAN OR SCHEDULE <br />BEAM <br />2'-6" <br />SCHEDULE <br />W <br />SEE 2'-6" <br />CLEAR <br />2" <br />T/SLAB <br />EL SEE PLAN <br />COLUMN <br />TYPICAL <br />AREA OF SLAB AND BEAMS TO BE PUDDLED WITH <br />HIGHER STRENGTH <br />CONCRETE TYPICAL - SEE NOTES <br />BE <br />A <br />M <br /> <br />- <br /> <br />T <br />Y <br />P <br />I <br />C <br />A <br />L <br />BEAM TYPICAL <br />PERIMETER OF <br />PUDDLED AREA <br />TYPICAL <br />SLAB SPAN <br />TYPICAL <br />2'-0" MIN FROM FACE OF <br />COLUMN ALL AROUND, TYPICAL <br />- <br />- <br />NOTES: <br />1. PUDDLING IS REQUIRED IN THE FLOOR AT ALL COLUMNS WHERE THE CONCRETE <br />COMPRESSIVE STRENGTH (f'c) OF THE COLUMN ABOVE OR BELOW THE FLOOR IS <br />GREATER THAN 1.4 TIMES THE CONCRETE COMPRESSIVE STRENGTH (f'c) OF THE FLOOR <br />2. SLAB AND BEAMS SHALL BE PUDDLED WITH THE LARGER CONCRETE COMPRESSIVE <br />STRENGTH (f'c) USED FOR THE COLUMN ABOVE OR BELOW <br />3. PLACE THE HIGHER STRENGTH CONCRETE IN THE AREA TO BE PUDDLED BEFORE <br />PLACING THE LOWER STRENGTH CONCRETE OF THE SLAB <br />4. THE DIFFERENT CONCRETE COMPRESSIVE STRENGTHS (f'c) SHALL BE WELL INTEGRATED <br />AT THE PERIMETER OF THE PUDDLED AREA TO PROVIDE MONOLITHIC CONCRETE IN <br />THE FINAL CONDITION <br />- <br />- <br />MARK <br />S1 <br />T <br />(IN) <br />8 <br />BOTTOM <br />BARS <br />#4@8" <br />REINFORCEMENT <br />TOP <br />BARS <br />#4@8" <br />S & T <br />BARS <br />#4@12" <br />REMARKS <br />REFER PLAN FOR TOPPING THICKNESS <br />ONE-WAY SLAB SCHEDULE f'c = SEE GENERAL NOTES <br />NOTES: <br />1. SLAB BOTTOM CLEAR COVER 3/4" UNLESS OTHERWISE NOTED IN SCHEDULE <br />2. SLAB TOP CLEAR COVER 3/4" UNLESS OTHERWISE NOTED IN SCHEDULE <br />3. SHRINKAGE AND TEMPERATURE REINFORCEMENT TO BE DISTRIBUTED ALONG <br />BOTTOM FACE OF SLAB UNLESS OTHERWISE NOTED. <br />S2 12 #6@10" #6@12" #4@9" <br />S3 10 #5@6" #5@6" #5@12" <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 3:32:30 PM <br />R1.S5.41 <br />TYPICAL CONCRETE ONE-WAY SLAB <br />DETAILS <br />S21043.00 <br />SCALE: NOT TO SCALE1TYPICAL ONE-WAY SLAB ELEVATION <br />SCALE: NOT TO SCALE2 <br />TYPICAL ONE-WAY SLAB REINFORCEMENT DETAIL <br />AT BEAM PARALLEL TO SLAB SPAN <br />SCALE: NOT TO SCALE3TYPICAL ONE-WAY SLAB/BEAM PUDDLING PLAN <br />SCALE: NOT TO SCALE4ONE-WAY SLAB SCHEDULE <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25