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TOP BAR LEGEND NOTES: <br />1. SIZE/LENGTH/SPACING OF MIDDLE STRIP BARS SHOWN IN ONE DIRECTION ONLY <br /> SAME NOTATION APPLIES IN PERPENDICULAR DIRECTION. <br />2. CENTERLINE OF COLUMN MAY NOT COINCIDE W/ GRIDLINES <br /> SEE DRAWINGS FOR OFFSET DIMENSION. <br />3. HOOK ALL TOP BARS THAT PASS THROUGH COLUMN AT EXTERIOR SUPPORT WITH <br /> 90° STANDARD HOOK OR IF NECESSARY USE 180° STANDARD HOOK. <br />A+B#CxD <br />SIZE OF BARS <br />NUMBER OF TOP BARS <br />EQUALLY SPACED WITHIN <br />THE COLUMN STRIP <br />LENGTH OF BARS IN FEET <br />NOT INCLUDING HOOK <br />WHERE PRESENT <br />A+ <br />B <br /># <br />C <br />x <br />D <br />A+B#CxD <br />#C <br />x <br />D <br /> <br />@ <br /> <br />S <br />TOP BARS WITHIN <br />MIDDLE STRIP. SEE <br />SCHEDULE FOR <br />SPACING. <br />CL <br />COLUMN <br />CL <br />COLUMN <br />CL <br />COLUMN <br />CL <br />COLUMN <br />COLUMN STRIP <br />X'-X" X'-X" <br />MIDDLE STRIP COLUMN STRIP <br />X'-X" X'-X" <br />Y' <br />- <br />Y <br />" <br />Y <br />' <br />- <br />Y <br />" <br />CO <br />L <br />U <br />M <br />N <br /> <br />S <br />T <br />R <br />I <br />P <br />OF <br />F <br />S <br />E <br />T <br />OF <br />F <br />S <br />E <br />T <br /> <br />/ <br /> <br />2 <br />LE <br />N <br />G <br />T <br />H <br />1/ <br />2 <br /> <br />B <br />A <br />R <br />A+ <br />B <br /># <br />C <br />x <br />D <br />NUMBER OF ADDITIONAL <br />TOP BARS TO BE PLACED <br />MIDWAY BETWEEN EQUALLY <br />SPACED TOP BARS <br />CENTERED ON THE COLUMN <br />SR-X <br />HEADED SHEAR STUD <br />REINFORCEMENT MARK <br />SEE HEADED SHEAR STUD <br />REINFORCEMENT SCHEDULE <br />SHEET R1.S5.62 <br />CENTER ADDITIONAL <br />BOTTOM BARS <br />ON THIS LOCATION <br />NUMBER OF ADDITIONAL <br />BOTTOM BARS <br />SIZE OF BARS <br />CENTER ADDITIONAL <br />BOTTOM BARS <br />ON THIS LOCATION <br />A#C <br />BOTTOM BAR LEGEND NOTES: <br />1. NUMBER / SIZE / LENGTH OF BARS SHOWN IN ONE DIRECTION ONLY <br /> SAME NOTATIONS APPLY IN PERPENDICULAR DIRECTION. <br />2. CENTERLINE OF COLUMN MAY NOT COINCIDE W/ GRIDLINES <br /> SEE DRAWINGS FOR OFFSET DIMENSION. <br />3. PLACE ADDITIONAL BARS AT SAME SPACING OF CONTINUOUS BARS AND MIDWAY <br /> BETWEEN CONTINUOUS BARS, UON. <br />4. ALL CONTINUOUS BOTTOM BARS TO EXTEND WITHIN 2 INCHES OF SLAB EDGE. <br />5. A MINIMUM OF 2 BOTTOM BARS MUST EXTEND THROUGH THE COLUMN JOINT <br /> IN EACH DIRECTION. <br />6. AT EXTERIOR SUPPORT HOOK 2 BOTTOM BARS THAT PASS THROUGH COLUMN <br /> WITH 90° STANDARD HOOK OR IF NECESSARY USE 180° STANDARD HOOK. <br />7. FOR BOTTOM BAR LENGTHS SEE TYPICAL TWO WAY SLAB DETAILS. <br />CONTINUOUS <br />BOTTOM BARS <br />SEE PLAN <br />CL <br />COLUMN <br />CL <br />COLUMN <br />CL <br />COLUMN <br />CL <br />COLUMN <br />UO <br />N <br />BA <br />Y <br /> <br />/ <br /> <br />2 <br />BA <br />Y <br />OF <br />F <br />S <br />E <br />T <br />OF <br />F <br />S <br />E <br />T <br /> <br />/ <br /> <br />2 <br />A#C <br />A#C <br />SEE NOTE 7 <br />CENTER ADDITIONAL <br />BOTTOM BARS <br />ON COLUMN CENTERLINE <br />REINFORCEMENT PLAN NOTES: <br />1. SEE S2 SERIES DRAWINGS FOR FRAMING PLANS. <br />2. SLAB BOTTOM BAR CLEAR COVER PER GENERAL NOTES. <br />3. SLAB TOP BAR CLEAR COVER PER GENERAL NOTES. <br />4. T/SLAB ELEVATION SEE FRAMING PLAN. <br />5. FOR TWO-WAY SLAB BAR PLACEMENT (OUTER/INNER LAYER), SEE REINFORCEMENT PLANS. <br />6. ONE-WAY SLAB BAR PLACEMENT: <br />1. TOP AND BOTTOM BARS PARALLEL TO SPAN DIRECTION. <br />2. SHRINKAGE AND TEMPERATURE BARS PERPENDICULAR TO SPAN DIRECTION. <br />7. SEE SERIES S540 TYPICAL SLAB DETAILS. <br />8. FOR COLUMN STRIP WIDTH SEE TOP BARS LEGEND WHERE APPLICABLE. <br />9. SR-X INDICATES STUDRAIL. SEE SHEET S522. <br />10. LENGTH OF HOOKED BARS IN REINFORCING SCHEDULE REFERS TO LENGTH OF LONGEST <br /> STRAIGHT LEG AFTER BENDING <br />11. WHERE BARS ARE CALLED OUT AS STAGGER, ALTERNATE BARS THUS: <br />INNER LAYER <br />OUTER LAYER <br />SLAB SECTION <br />BAR SHOWN <br />ON PLANS <br />STAGGER STAGGER <br />LEGEND NOTES: <br />1. CENTERLINE OF COLUMN MAY NOT COINCIDE WITH GRIDLINES <br /> SEE DRAWINGS FOR OFFSET DIMENSIONS. <br />2. HOOK ALL TOP BARS THAT PASS THROUGH COLUMN AT EXTERIOR SUPPORT <br /> WITH 90° STANDARD HOOK OR IF NECESSARY USE 180° STANDARD HOOK. <br />3. SEE PLANS FOR ACTUAL ORIENTATION OF BANDED AND DISTRIBUTED TENDONS. <br />4. DIMENSION E OR (E) IS MEASURED FROM BOTTOM OF SLAB OR BOTTOM OF DROP <br /> PANEL RESPECTIVELY TO CENTROID OF TENDON FORCE. <br />6. SYMBOLS: <br />INDICATES STRESSING END OF TENDON. <br />INDICATES DEAD END OF TENDON. <br />INDICATES TENDON CONTINUATION, SEE ADJACENT <br />TENDON FOR REMAINDER OF TENDON INFORMATION. <br />INDICATES PATH OF TENDON PROFILE POINT FOR DISTRIBUTED <br />TENDONS BETWEEN OFFSET COLUMNS. <br />INDICATES DISTRIBUTED TENDON GRAPHICAL EXTENTS. <br />A#CxD <br />SIZE OF BARS <br />NUMBER OF TOP BARS <br />EQUALLY SPACED <br />OVER COLUMN <br />SEE TYPICAL DETAILS <br />LENGTH OF BARS IN FEET <br />NOT INCLUDING HOOK <br />WHERE PRESENT <br />A# <br />C <br />x <br />D <br />A#CxD <br />CL <br />COLUMN <br />CL <br />COLUMN <br />CL <br />COLUMN <br />OF <br />F <br />S <br />E <br />T <br />A# <br />C <br />x <br />D <br />SR-X <br />HEADED SHEAR STUD <br />REINFORCEMENT MARK <br />SEE HEADED SHEAR STUD <br />REINFORCEMENT <br />SCHEDULE SHEET R1.S5.62 <br />BANDED <br />TENDONS <br />SEE NOTE 4 <br />DISTRIBUTED <br />TENDONS <br />(E") <br />E" <br />E" <br />E" <br />XX <br /> <br />K <br />/ <br />F <br />T <br />XX K <br />TOTAL BANDED <br />EFFECTIVE FORCE <br />SPECIFIED IN KIPS <br />TOTAL DISTRIBUTED <br />EFFECTIVE FORCE <br />SPECIFIED IN KIPS <br />PER FOOT <br />CL <br />COLUMN <br />WIDTH OVER WHICH <br />DISTRIBUTED <br />TENDONS EXTEND <br />(OPTIONAL) <br />G <br />TOP OF MAT <br />SHEAR REINFORCEMENT <br />IN BOTH DIRECTIONS <br />WHERE SHOWN ON PLAN <br />LAYER 2 BOT <br />LAYER 4 BOT <br />LAYER 3 BOT <br />LAYER 1 TOP <br />LAYER 2 TOP <br />HORIZ SKIN REINF <br />LAYER 3 TOP <br />LAYER 4 TOP <br />LAYER 1 BOT <br />VERT SKIN REINF <br />3" <br /> <br />C <br />L <br />R <br /> <br />T <br />Y <br />P <br />3" <br /> <br />C <br />L <br />R <br /> <br />T <br />Y <br />P <br />TYP <br />LTS <br />NOTE: VERT SKIN REINF ARE NOT REQUIRED WHERE THERE ARE VERTICAL DOWEL <br />BARS FOR BASEMENT WALLS <br />SIZE <br />MOMENT <br />CONNECTION <br />BEAM WEB <br />PENETRATION MARK <br />(SEE SCHEDULE) <br />NUMBER OF HEADED <br />STUDS EQUALLY SPACED <br />BETWEEN BEAMS <br />REQUIRED CAMBER <br />(NONE IF OMITTED) <br />DENOTES BRACED <br />FRAME(SEE BRACED <br />FRAME ELEVATIONS)W18X40 (30) c=1"A <br />[-1 1/2"] <br />STEEL BEAM LEGEND <br />X'-XX"BEAM <br />ELEVATION <br />SLRS <br />CONNECTION <br />F <br />FULL DEPTH <br />STIFFENER <br />PER 10 <br />R1.S7.01 <br />NOT TO SCALE <br />TOP BAR REINFORCEMENT LEGEND <br />FOR NON-PRESTRESSED SLABS1 NOT TO SCALE <br />BOTTOM BAR REIFORCEMENT LEGEND <br />FOR NON-PRESTRESSED SLABS3 NOT TO SCALE <br />REINFORCMENT PLAN NOTES4 <br />NOT TO SCALE8 <br />TWO-WAY POST-TENSIONED SLAB TOP BAR <br />REINFORCEMENT AND TENDON LEGEND <br />NOT TO SCALE <br />FOUNDATION MAT REINFORCEMENT LEGEND7 <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 3:20:12 PM <br />R1.S0.08 <br />PLAN NOTES AND LEGENDS <br />S21043.00 <br />SCALE: 12" = 1'-0"6 STEEL BEAM LEGEND <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25