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R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07R11' <br />8 <br />R1.S5.61 <br />4'-0" <br />DELAY POURSTRIP <br />PER <br />T12 <br />T4 <br />T8 <br />SR1 SR1 <br />T12 <br />T4 SR1 <br />T4 <br />SR1 SR1 SR1 T4 SR1 SR1 <br />SR1T4SR1 <br />T8 <br />SR1 SR1 <br />SR1 SR1 <br />T4 <br />SR1 <br />T2 <br />SR1 <br />T2 <br />SR1 <br />T4 <br />SR1SR1 <br />T2 <br />SR1 <br />T4 <br />T4 <br />SR1SR2 <br />T2 <br />SR1 <br />T2 <br />SR1 SR1 <br />T4 <br />T2 <br />SR1 <br />T4 <br />SR1 SR1 <br />T8 <br />T2 <br />T4 <br />T4 <br />T12 <br />X1 <br />TY <br />P <br /> <br />S <br />L <br />A <br />B <br />ED <br />G <br />E <br />, <br /> <br />U <br />O <br />N <br />T2 <br />T4 T4 T2 <br />T4T4T4T4 <br />B1, TYP AT <br />COL UON <br />B4 B4 <br />B4 <br />T2 <br />T4 <br />T4 <br />X1 <br />TYP SLAB <br />EDGE, UON <br />X1 <br />TY <br />P <br /> <br />S <br />L <br />A <br />B <br />ED <br />G <br />E <br />, <br /> <br />U <br />O <br />N <br />X1 <br />TYP SLAB <br />EDGE, UON <br />T4 T4 <br />T2 SR4SR4 <br />SR4 SR4 SR4 SR4 SR4 <br />T4 <br />SR4T2 <br />T4 <br />T4 <br />T2 <br />SR4 T2 <br />T2 SR4 <br />T4 <br />SR4T2 <br />T2 SR4 <br />T4 <br />SR4T2 <br />T4 SR4 <br />T4 <br />SR4T4 <br />SR4 <br />T4 <br />SR4SR4SR4 SR4 SR4 <br />T4 T4 <br />T4 <br />T4T4 <br />T7 <br />T4 <br />T7 <br />T4 T4 <br />T4 T4 <br />T4 T4 <br />T8 <br />T4 <br />T8 <br />T2 <br />B2 B3 <br />T4 <br />B3 <br />T7 <br />T9 <br />T <br />9 <br />T14 <br />B6 <br />B3 B3 <br />B3 <br />SR1 SR1T2 <br />T1 <br />2 <br />B4 <br />T12 <br />B4 <br />T1 <br />2 <br />B4 <br />T11 <br />B5 <br />T4 SR1 <br />SR1 <br />T12 <br />B4 <br />S1 <br />S1 <br />S1 <br />S1 S1 <br />B4 <br />T1 <br />2 <br />B4 <br />T1 <br />2 <br />(2) #8 x 30'-0"AT MID-DEPTH <br />(2) #6 x 80'-0"AT MID-DEPTH <br />(2)-#6 x 30'-0" MID-DEPTH <br />(2)-#6 x 30'-0" MID-DEPTH <br />(2 <br />) <br />- <br /># <br />6 <br /> <br />x <br /> <br />3 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />(2 <br />) <br />- <br /># <br />6 <br /> <br />x <br /> <br />3 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />(2 <br />) <br />- <br /># <br />6 <br /> <br />x <br /> <br />3 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />(2 <br />) <br />- <br /># <br />6 <br /> <br />x <br /> <br />3 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />(2) #6 x 80'-0"AT MID-DEPTH <br />(3)-#6X40'-0" MID-DEPTH <br />(2)-#6 x 40'-0" MID-DEPTH <br />(2 <br />) <br />- <br /># <br />6 <br /> <br />x <br /> <br />3 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />( <br />2 <br />) <br />- <br /># <br />6 <br /> <br />x <br /> <br />3 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />(2 <br />) <br />- <br /># <br />6 <br /> <br />x <br /> <br />3 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />(2 <br />) <br />- <br /># <br />6 <br /> <br />x <br /> <br />4 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />T1 <br />T <br />1 <br />T1 <br />T <br />1 <br />SR1SR1 <br />T3 <br />T3 <br />(2)-#6 CONT <br />(2)-#6 CONT <br />5'-0" <br />(3)-#6X20'-0" MID-DEPTH <br />TY <br />P <br />, <br />U <br />O <br />N <br />LT <br />S <br />TYP,UON <br />LTS <br />(2 <br />) <br /> <br /># <br />6 <br /> <br />X <br /> <br />8 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />(2 <br />) <br /> <br /># <br />6 <br /> <br />X <br /> <br />8 <br />0 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />D <br />- <br />D <br />E <br />P <br />T <br />H <br />(2) #8 x 80'-0"AT MID-DEPTH <br />TYP, UON <br />LT <br />S <br />TYP SLAB <br />EDGE, UON <br />B2 <br />B2 <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />C <br />T27 <br />TOP REINFORCEMENT <br />MARK REINFORCEMENT REMARK <br />T1 <br />T2 <br />T3 <br />T4 <br />T5 <br />T6 <br />T7 <br />HOOKED AT EOS <br />HOOKED <br />T8 <br />T9 HOOKED AT EOS <br />HOOKED AT EOS <br />(7) #5 x 7'-6" <br />(7) #5 x 12'-0" <br />(7) #5 x 20'-0" <br />(7) #5 x 25'-0" <br />(9) #5 x 12'-0" <br />(11) #5 x 12'-0" <br />(9) #5 x 25'-0" <br />(7) #5 x 15'-0" <br />#5 x 7'-6" @12" <br />HOOKED AT EOS <br />T10 HOOKED AT EOS#5 x 12'-0" @12" <br />T11 HOOKED AT EOS#5 x 15'-0" @12" <br />T12 HOOKED AT EOS#5 x 12'-0" @6" <br />T13 HOOKED AT EOS#5 x 15'-0" @8" <br />T14 #5 x 20'-0" @6" <br />T15 (9) #5 x 7'-6" <br />T16 (11) #5 x 7'-6" <br />T18 (13) #5 x 12'-0" <br />T19 (11) #5 x 25'-0" <br />HOOKED AT EOS <br />HOOKED AT EOS <br />HOOKED AT EOS <br />T20 HOOKED AT EOS#5 x 7'-5" @6" <br />T21 #6 x 20'-0" @4" <br />T22 #5 x 25'-0" @6" <br />T23 #6 x 25'-0" @6" <br />T24 #5 x 6'-0" @6" <br />T25 #6 x 12'-0" @6" <br />HOOKED AT EOS <br />HOOKED AT EOS <br />HOOKED AT EOS <br />HOOKED AT EOS <br />HOOKED AT EOS <br />HOOKED AT EOS <br />T26 (17) #5 x 12'-0" <br />HOOKED AT EOS <br />HOOKED AT EOS <br />T27 (4) #5 x 12'-0" HOOKED <br />C <br />C <br />C <br />BOTTOM REINFORCEMENT <br />MARK REINFORCEMENT REMARK <br />B1 (4) #4 x 7'-6" @ 8"- <br />ADDITIONAL REINFORCEMENT <br />MARK REINFORCEMENT REMARK <br />X1 #5 x 6'-0" @ 12" TOP TYPICAL AT <br />PERIMETER <br />(2) #5 CONT T&B <br />#4 x 6'-0" @ 18" BOT <br />B2 (4) #5 x 30'-0" @ 6"- <br />B3 (4) #5 x 40'-0" @ 6"- <br />B4 #5 x 7'-6" @ 6" HOOKED <br />B5 #5 x 12'-0" @ 12" HOOKED <br />B6 #5 x 30'-0" @ 12"- <br />B7 #5 x 20'-0" @ 12"- <br />B8 -(6) #5 x 30'-0" @ 6" <br />B9 (8) #4 x 7'-6" @ 6"-C <br />NOTES: <br />1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. <br />2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. <br />3. BARS SHALL BE GRADE 60, UON. <br />4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. <br />5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. <br />6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 <br />R10R11R12R13R14 <br />RG <br />RH <br />R11' <br />T9 <br />T9 <br />B6 <br />T2 T2 T2T2T2 <br />5'-0" <br />T4 T2 <br />5'-0" <br />T2 T4 <br />UP <br />DNT20 <br />SCALE: 1/8" = 1'-0"1 LEVEL 02 REINFORCING PLAN <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 3:23:07 PM <br />R1.S1.02.R <br />LEVEL 02 REINFORCING PLAN <br />S21043.00 <br />SCALE: 1/8" = 1'-0"2 LEVEL 1 TO LEVEL 2 RAMP - REINFORCING PLAN <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 />C 09.27.2024 REISSUE FOR PLAN CHECK <br />C <br />1/7/25