Laserfiche WebLink
A <br />- <br />A <br />- <br />B <br />- <br />C <br />- <br />90 DEGREE <br />STANDARD HOOK <br />UON AS HEADED OR <br />MECHANICAL ANCHOR <br />TYPICAL <br />SIDE BARS <br />SEE TYPICAL <br />BEAM SECTION90 DEGREE <br />STANDARD HOOK <br />AT SIDE BARS <br />NOTES: <br />1. ELEVATION AS SHOWN REPRESENTS STIRRUP ARRANGEMENT AT COLUMN SUPPORTS <br />2. FOR STIRRUP ARRANGEMENT AT BEAM SUPPORT SEE TYPICAL DETAILS AT BEAM JOINT SUPPORT <br />3. CONTRACTOR TO MINIMIZE NUMBER OF SPLICES <br />4. IF SPLICES ARE REQUIRED THE SPLICES SHALL BE LOCATED WHERE INDICATED ON THIS DETAIL <br />FACE OF BEAM <br />BEYOND WHERE <br />APPLICABLE SEE <br />NOTE 1 & 2 <br />LONG TOP BARS <br />SEE SCHEDULE <br />SHORT TOP BARS <br />SEE SCHEDULE <br />LONG BOTTOM BARS <br />SEE SCHEDULE <br />SIDE BARS <br />SEE TYPICAL <br />BEAM SECTION <br />EXTEND TOP BARS <br />INTO SLAB <br />FACE OF COLUMN <br />OR WALL WHERE <br />APPLICABLE <br />CL <br />SPAN <br />CL <br />SUPPORT <br />CL <br />SUPPORT <br />CL <br />SUPPORT <br />CL <br />SUPPORT <br />4 <br />R1.S5.50 <br />LONG BOTTOM BARS <br />SEE SCHEDULE <br />SHORT BOTTOM BARS <br />CENTER AT MIDSPAN <br />UON ON SCHEDULE <br />LONG BOTTOM BARS <br />SEE SCHEDULE <br />SHORT BOTTOM BARS <br />SEE SCHEDULE <br />END SPAN INTERIOR SPAN CANTILEVER SPAN <br />SCHEDULED STIRRUPS <br />TYPICAL <br />MINIMIZE 2" CLEAR <br />MIN AT ENDS <br />T/BEAM <br />EL SEE PLAN <br />6" <br /> 0" <br />LONG TOP BARS <br />SEE SCHEDULE <br />SHORT TOP BARS <br />CENTER ON <br />SUPPORT UON <br />ON SCHEDULE <br />LONG TOP BARS <br />SEE SCHEDULE <br />SHORT TOP BARS <br />SEE SCHEDULE <br />STIRRUPS <br />SCHEDULED <br />CL <br />SPAN <br />SCHEDULED STIRRUPS <br />LEFT END RIGHT END LEFT END RIGHT END <br />TYPICAL <br />Ld <br />90 DEGREE HOOK UON AS <br />HEADED OR MECHANICAL <br />ANCHOR ONLY WHERE <br />BARS CANNOT EXTEND <br />INTO SLAB <br />SEE SCHEDULE LTS <br />TYPICAL <br />LTS LTS <br />STIRRUP TYPICAL <br />3" FROM FACE OF <br />SUPPORT TO FIRST <br />UON <br /> 0 <br />" <br /> <br />T <br />Y <br />P <br />UON <br /> 0 <br />" <br /> <br />T <br />Y <br />P <br />LTS SEE SCHEDULE <br />LTS <br />STIRRUPS <br />SEE SCHEDULE <br />SIDE BARS <br />SEE NOTE 1 <br />BOTTOM BARS <br />SEE SCHEDULE <br />TOP BARS <br />SEE SCHEDULE <br />AND NOTE 2 <br />NOTES: <br />1. IF H IS GREATER THAN 36" PROVIDE SIDE BARS #5@10" MINIMUM <br />UNLESS OTHERWISE NOTED IN SCHEDULE <br />2. WHERE TWO LAYERS OF BARS ARE REQUIRED, TOP OR BOTTOM, <br />PLACE SHORT BARS AS INNER LAYER <br />CL <br />BEAM <br />TO SLAB REINFORCEMENT <br />3"FROM FACE OF SUPPORT <br />SEE SCHEDULE <br />W <br />EQ <br />E <br />Q <br />E <br />Q <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />H <br />WHIC <br />H <br />E <br /> <br />V <br /> <br />E <br /> <br />R <br /> <br />G <br />R <br />E <br /> <br />A <br /> <br />T <br />E <br /> <br />R <br />LE A R <br /> <br />D <br />I <br />S <br /> <br />T <br />A <br /> <br />N <br />C <br />E <br />0' - 1" <br /> <br />O <br />R <br /> <br />d <br />b <br />CLEAR DISTANCE 1" OR db <br />WHICHEVER IS GREATERMULTIPLE LAYERS <br />WHERE REQUIRED <br />BY BEAM SCHEDULE <br />OR TO AVOID SPACING <br />CLOSER THAN MINIMUM <br />BAR SPACING INDICATED <br />IN LAP SPLICE SCHEDULE <br />T/BEAM AND SLAB <br />EL SEE PLAN <br />TO STIRRUPS <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />C <br />L <br />E <br />A <br />R <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />TO <br /> <br />S <br />T <br />I <br />R <br />R <br />U <br />P <br />S <br />1 <br />1 <br />/ <br />2 <br />" <br />C <br />L <br />E <br />A <br />R <br />TO STIRRUPS <br />1 1/2"CLEAR <br />LEFT <br />END <br />RIGHT <br />END1B2 <br />RI <br />G <br />H <br />T <br />EN <br />D <br />LE <br />F <br />T <br />EN <br />D <br />1B <br />1 <br />LEFT <br />END <br />1B3 <br />RIGHT <br />END <br />LEFTEND <br />RIGHTEND <br />1B4 <br />BEAM MARK <br />SEE SCHEDULE <br />LEFT <br />END 1PT4 <br />RIGHT <br />END <br />RI <br />G <br />H <br />T <br />EN <br />D <br />LE <br />F <br />T <br />EN <br />D <br />1P <br />T <br />1 <br />CANTILEVER <br />SPAN <br />CANTILEVER <br />SPAN <br />TOP BARS FOR <br />SUPPORTED BEAM <br />BOTTOM BARS FOR <br />SUPPORTED BEAM <br />FACE OF BEAM <br />BOTTOM BARS FOR <br />SUPPORTED BEAM <br />TOP BARS FOR <br />SUPPORTED BEAM <br />FACE OF BEAM <br />BOTTOM BARS FOR <br />SUPPORTING BEAM <br />STIRRUPS - TYPICAL <br />TOP BARS FOR <br />SUPPORTING BEAM <br />BOTTOM BARS FOR <br />SUPPORTING BEAM <br />TOP BARS FOR <br />SUPPORTING BEAM <br />CL <br />SUPPORTED <br />BEAM <br />CL <br />SUPPORTED <br />BEAM <br />CL <br />SUPPORTED <br />BEAM <br />CL <br />SUPPORTING <br />BEAM <br />CL <br />SUPPORTING <br />BEAM <br />CL <br />SUPPORTING <br />BEAM <br />T/BEAM <br />EL SEE PLAN <br />T/BEAM <br />EL SEE PLAN <br />BOTTOM BARS FOR <br />SUPPORTED BEAM <br />TOP BARS FOR <br />SUPPORTED BEAM <br />FACE OF BEAM <br />BOTTOM BARS FOR <br />SUPPORTING BEAM <br />TOP BARS FOR <br />SUPPORTING BEAM <br />CL <br />SUPPORTING <br />BEAM <br />T/BEAM <br />EL SEE PLAN <br />BEAM MARK (NOTE: NO BEAM MARK) <br />BE <br />A <br />M <br /> <br />M <br />A <br />R <br />K <br /> <br />B <br />E <br />A <br />M <br /> <br />M <br />A <br />R <br />K <br />BEAM MARK <br />BE <br />A <br />M <br /> <br />M <br />A <br />R <br />K <br />SECOND LAYER <br />IF OCCURS <br />A ELEVATION OF SUPPORTING BEAM <br />C ELEVATION OF SUPPORTED BEAMBELEVATION OF SUPPORTED BEAM <br />LTS <br />MINIMIZE <br />STIRRUPS - TYPICAL <br />D PLAN E PLAN <br />4 LEGS - TYPICAL <br />INTERIOR BEAM <br />4 LEGS - BEAM WITH TORSION <br />2 LEGS - TYPICAL <br />INTERIOR BEAM <br />2 LEGS - BEAM WITH TORSION <br />4 LEGS - FREESTANDING BEAM4 LEGS - EDGE BEAM <br />2 LEGS - EDGE BEAM 2 LEGS - FREESTANDING BEAM <br />W <br />H H <br />W <br />H <br />W <br />H <br />W <br />H <br />W W <br />H <br />W <br />H H <br />W <br />A TYPE 2A <br />E TYPE 4A <br />B TYPE 2B <br />F TYPE 4B <br />C TYPE 2C <br />G TYPE 4C <br />D TYPE 2D <br />H TYPE 4D <br />STIRRUPS <br />SEE SCHEDULE <br />NOTES: <br />1. CONTRACTOR SHALL SUBMIT CONCRETE CONSTRUCTION JOINT LAYOUT FOR REVIEW AND APPROVAL <br /> (REFER TO GENERAL NOTES AND SPECIFICATIONS) PRIOR TO REINFORCEMENT SUBMITTAL. <br />2. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM SER. <br />BOTTOM BARS CONTINUOUS <br />THROUGH JOINT <br />SEE SCHEDULE <br />SIDE BARS <br />SEE TYPICAL <br />BEAM SECTION <br />FIRST POUR SECOND POUR <br />T/BEAM <br />EL SEE PLAN <br />H <br />TOP BARS <br />SEE SCHEDULE <br />NOTE <br />ADDITIONAL <br />STIRRUPS <br />ROUGHEN CONTACT <br />SURFACE TO 1/4" <br />AMPLITUDE <br />2" 2"LTS <br />STIRRUPS <br />SEE SCHEDULE <br />BOTTOM BARS <br />SEE SCHEDULE <br />TOP BARS <br />SEE SCHEDULE <br />90 DEGREE STANDARD <br />HOOK TYPICAL <br />TYPICAL SLAB <br />REINFORCEMENT <br />SEE PLAN <br />CL <br />BEAM <br />T/HIGH SLAB <br />EL SEE PLAN <br />T/LOW SLAB <br />EL SEE PLAN <br />SEE SCHEDULE <br />W <br />NOTES: <br />1. SEE TYPICAL BEAM SECTION FOR INFORMATION NOT SHOWN <br />SE <br />E <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />H <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 3:32:51 PM <br />R1.S5.50 <br />TYPICAL CONCRETE BEAM DETAILS <br />S21043.00 <br />NOT TO SCALE <br />TYPICAL BEAM ELEVATION1 NOT TO SCALE <br />TYPICAL BEAM SECTION4 <br />NOT TO SCALE <br />BEAM ORIENTATION KEY PLAN5 <br />NOT TO SCALE <br />TYPICAL DETAILS AT BEAM JOINT SUPPORT12 <br />NOT TO SCALE <br />BEAM STIRRUP TYPES6 <br />NOT TO SCALE <br />TYPICAL BEAM CONSTRUCTION JOINT - ELEVATION9 NOT TO SCALE10 <br />TYPICAL SLAB / BEAM DETAIL <br />AT CHANGE OF SLAB ELEVATION <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25