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NOTES: <br />1. INDICATES ZONE WHERE OPENINGS ARE NOT PERMITTED WITHOUT <br />WRITTEN APPROVAL BY SER OPENINGS NOT SHOWN ON STRUCTURAL <br />DRAWINGS MUST BE COORDINATED AND APPROVED BY SER <br />2. OPENINGS MEETING THE LIMITATIONS ABOVE SHALL BE PROVIDED WITH <br />REINFORCEMENT AS SHOWN ON PLAN AND FOLLOWING TYPICAL SLAB <br />OPENING DETAILS INCLUDING ADDITIONAL BARS FOR INTERRUPTED <br />REINFORCEMENT <br />3. OPENINGS SHALL BE SHOWN ON COORDINATED PENETRATION DRAWINGS <br />AND REINFORCEMENT SHOP DRAWINGS FOR SER REVIEW <br />4. OPENINGS NOT MEETING THESE LIMITATIONS MUST BE SUBMITTED TO <br />THE SER FOR COORDINATION, DESIGN, AND APPROVAL PRIOR TO <br />SUBMITTING SHOP DRAWINGS <br />COLUMN <br />CL <br />COLUMN <br />CL <br />COLUMN <br />CL <br />COLUMN <br />CL <br />COLUMNS/ <br />2 <br />CO <br />L <br />U <br />M <br />N <br /> <br />S <br />T <br />R <br />I <br />P <br /> <br />M <br />I <br />D <br />D <br />L <br />E <br /> <br />S <br />T <br />R <br />I <br />P <br />S/ <br />2 <br />CO <br />L <br />U <br />M <br />N <br /> <br />S <br />T <br />R <br />I <br />P <br />MA <br />X <br />S/ <br />2 <br />MAX <br />L-S/2 <br />MAX <br />S/8 <br />MA <br />X <br />S/ <br />8 <br />S/2 <br />COLUMN STRIP MIDDLE STRIP <br />S/2 <br />COLUMN STRIP <br />TYPICAL <br />1'-0". <br />MA <br />X <br />S/ <br />1 <br />6 <br />MAX <br />S/16 <br />DIAMETER TYPICAL <br />COLUMN WIDTH OR <br />LONG SPAN <br />L <br />SH <br />O <br />R <br />T <br /> <br />S <br />P <br />A <br />N <br />S <br />MAX 10'-0" MAX 10'-0" <br />NOTES: <br />1. LCN DENOTES LARGER OF ADJACENT CLEAR SPANS <br />2. ADDITIONAL MULTI-BAY BOTTOM BARS TO BE SPLICED AS SHOWN ABOVE AND EXTEND 6" INTO SUPPORT AT BAR END <br />CL <br />END <br />SUPPORT <br />CL <br />INTERIOR <br />SUPPORT <br />CL <br />INTERIOR <br />SUPPORT <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />CL <br />E <br />A <br />R <br />CO <br />V <br />E <br />R <br />CLEAR <br />0' - 2" <br />SEE PLAN <br />BAR EXTENT <br />SEE PLAN <br />BAR EXTENT <br />LC1 - END CLEAR SPAN <br />SEE PLAN <br />BAR EXTENT <br />LC2 - INTERIOR CLEAR SPAN <br />SEE PLAN <br />BAR EXTENT <br />SEE PLAN <br />BAR EXTENT <br />LC3 <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />CL <br />E <br />A <br />R <br />CO <br />V <br />E <br />R <br />TY <br />P <br /> 0 <br />" <br />FOR ALL BOTTOM BARS <br />LTS PERMITTED IN THIS REGION <br />TYPICAL <br />0' - 6" <br />BOTTOM BARS <br />SEE PLAN <br />TOP BARS <br />SEE PLAN <br />ADDITIONAL <br />SINGLE BAY <br />BOTTOM BARS <br />SEE PLAN <br />90° STANDARD HOOK <br />TILT FROM VERTICAL <br />IF NECESSARY TO MAINTAIN <br />CLEAR COVER <br />EXTEND TWO BOTTOM <br />BARS <br />IN COLUMN STRIP TO PASS <br />THROUGH COLUMN CORES <br />AND BE TERMINATED WITH <br />STANDARD 90° HOOK <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />T <br />WIDTH <br />COLUMN <br />TYPICAL <br />0' - 6" <br />NOTES: <br />1. LCN DENOTES LARGER OF ADJACENT CLEAR SPANS <br />2. ADDITIONAL MULTI-BAY BOTTOM BARS TO BE SPLICED AS SHOWN ABOVE AND EXTEND 6" INTO SUPPORT AT BAR END <br />CL <br />END <br />SUPPORT <br />CL <br />INTERIOR <br />SUPPORT <br />CL <br />INTERIOR <br />SUPPORT <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />CL <br />E <br />A <br />R <br />CO <br />V <br />E <br />R <br />CLEAR <br />0' - 2" <br />SEE PLAN <br />BAR EXTENT <br />SEE PLAN <br />BAR EXTENT <br />LC1 - END CLEAR SPAN <br />SEE PLAN <br />BAR EXTENT <br />LC2 - INTERIOR CLEAR SPAN <br />SEE PLAN <br />BAR EXTENT <br />SEE PLAN <br />BAR EXTENT <br />LC3 <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />CL <br />E <br />A <br />R <br />CO <br />V <br />E <br />R <br />TY <br />P <br /> 0 <br />" <br />FOR ALL BOTTOM BARS <br />LTS PERMITTED IN THIS REGION <br />TYPICAL <br />0' - 6" <br />BOTTOM BARS <br />SEE PLAN <br />TOP BARS <br />SEE PLAN <br />ADDITIONAL <br />SINGLE BAY <br />BOTTOM BARS <br />SEE PLAN <br />90° STANDARD HOOK <br />TILT FROM VERTICAL <br />IF NECESSARY TO MAINTAIN <br />CLEAR COVER <br />EXTEND TWO BOTTOM <br />BARS <br />IN COLUMN STRIP TO PASS <br />THROUGH COLUMN CORES <br />AND BE TERMINATED WITH <br />STANDARD 90° HOOK <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />T <br />WIDTH <br />COLUMN <br />TYPICAL <br />0' - 6" <br />NOT TO SCALE <br />TYPICAL TWO-WAY SLAB OPENING LIMITATIONS11 <br />NOT TO SCALE <br />TYPICAL TWO-WAY FLAT PLATE -COLUMN STRIP3 <br />NOT TO SCALE <br />TYPICAL TWO-WAY FLAT PLATE -MIDDLE STRIP7 <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 3:32:24 PM <br />R1.S5.40 <br />TYPICAL CONCRETE TWO-WAY SLAB <br />DETAILS <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25