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NOTES: <br />1. TOP OF BEAM IS ASSUMED TO BE TOP OF SLAB UON. <br />2. LEFT END AND RIGHT END OF BEAM ARE DEFINED ON BEAM <br /> ORIENTATION KEY PLAN <br />3. WHERE REINFORCEMENT IS NOTED AS "SEE ADJ BEAM", <br /> REINFORCEMENT IS TO BE CONTINUED FROM ADJACENT BEAM <br />4. SEE TYPICAL BEAM SECTION DETAIL WHERE NO SIDE BARS <br /> ARE INDICATED <br />BAR LENGTH <br />BAR SIZE <br />NUMBER OF BARS <br />REINFORCEMENT LEGEND: <br />3#9x7'-2" <br />BEAM <br />MARK <br />1RB1 <br />1RB2 <br />W <br />(IN) <br />20 <br />20 <br />SIZE <br />H <br />(IN) <br />30 <br />24 <br />LONG <br />LEFT END TOP BARS <br />SHORT <br />REINFORCEMENT <br />BOTTOM BARS SIDE BARS <br />EACH FACE <br />SEE NOTE 4 <br />TYPE <br />STIRRUPS <br />SIZE <br />SPACING <br />FROM EACH END <br />f'c = SEE GENERAL NOTES <br />REMARKS <br />CONCRETE BEAM SCHEDULE <br />LONG <br />RIGHT END TOP BARS <br />SHORT LONG SHORT <br />6RB1 20 68 <br />5#8 <br />3#8 <br />8#8 <br />5#8 <br />3#8 <br />8#8 <br />5#8 <br />3#8 <br />8#8 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />(8)#5 <br />2C <br />2C <br />4C <br />#4 <br />#4 <br />#5 <br />1@3" , BAL @ 6" <br />1@3" , BAL @ 8" <br />1@3" , BAL @ 6" <br />CB1 10 20 2#8 2#8 2#8- - - -2C #4 1@2" , BAL @ 8" <br />7RB1 20 24 4#9 4#9 4#9- - -2C #5 <br />7RB2 20 24 5#9 5#9 5#9- - -2C #5 1@3" , 20 @ 6", BAL 8" <br />RRB1 28 28 <br />(2)#5 <br />(2)#5 1@3" , 20 @ 6", BAL 8" <br />1RB3 30 24 6#9 6#9 6#92#9x10'-0"-4C #4 1@3" , BAL @ 6"2#9x10'-0" 2#9x10'-0" <br />2#8x10'-0" 2#8x10'-0" 2#8x10'-0" 3 LEGS OVER FIRST 10'-0" <br />10#8 -10#8 -4#6 - -2C #4 1@2" , BAL @ 8"PLACE TOP BARS IN 2 LAYERS <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 3:32:57 PM <br />R1.S5.51 <br />CONCRETE BEAM SCHEDULE <br />S21043.00 <br />NOT TO SCALE <br />CONCRETE BEAM SCHEDULE1 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />1/7/25