Matched toReinforcing Barbridge.ancillary_system.reinforcement_system.rebaron “Reinforcement Bar”
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| Reinforcement Diameterbar_D | mm | no reading by that name | |
| Bar LengthL_bar | m/mm | no reading by that name | |
| Reinforcement CountN_bar | count | no reading by that name | |
| Steel Gradefy | — | no reading by that name | |
| MassM | kg/t | no reading by that name |
Paired on the measurement’s name only, which cannot know that three span lengths sum to the deck length. Step 3 works these out properly for every item it matches — reading every crop behind the item, deriving what the drawings imply and showing its arithmetic. This item has not had that pass yet; the button runs it for this one.
How the sheets named it
Every dimension read for it373
- 2 in2" CL.p5 · p05_r03 bar bending details at skewed joints
- 2 in2" CL.not attributedp5 · p05_r03
- 5 inspacing for 7-403A at equal spacesp7 · p07_r05 section thru slab
- 58-60058-600 spacing notep7 · p07_r03
- 5" inleft end spacingp7 · p07_r05
- 5" inright end spacingp7 · p07_r05
- 43'-7" ftOUT TO OUTnot attributedp9 · p09_r02
- 40'-0" ftGUTTER TO GUTTERnot attributedp9 · p09_r02
- 34'-0" ftunlabellednot attributedp9 · p09_r02
- 22'-0" ftunlabellednot attributedp9 · p09_r02
- 1'-8" ft1'-8"not attributedp9 · p09_r02
- 1'-8" ft1'-8"not attributedp9 · p09_r02
- 8" in8"not attributedp9 · p09_r02
- 3'-0" ft3'-0" MIN. TYP.not attributedp9 · p09_r02
- 3'-0" ft-in3'-0"not attributedp9 · p09_r04
- 2" in2"not attributedp9 · p09_r04
- 10" in10" CONC. DIAPH.not attributedp9 · p09_r04
- 1 inFROM BEAM FACEp10 · p10_r04 dia
- 1'-3" ft-in1'-3"not attributedp10 · p10_r05 title block
- 350350not attributedp10 · p10_r05 title block
- 1 in1" CL.not attributedp10 · p10_r04
- 3 in3"not attributedp10 · p10_r04
- 5 in5" DIA.not attributedp10 · p10_r04
- 1" inDiaphragm bar diameterp10 · p10_r08
- 5" inThread lengthp10 · p10_r08
- 1 in1" CL.not attributedp11 · p11_r04 recess detail for diaphragm bar ends
- 3 in3"not attributedp11 · p11_r04 recess detail for diaphragm bar ends
- 5 in5" DIA.not attributedp11 · p11_r04 recess detail for diaphragm bar ends
- 1" in1" CL.not attributedp11 · p11_r04
- 3" in3"not attributedp11 · p11_r04
- 4" in4" EACH WAYnot attributedp11 · p11_r04
- 5" in5" DIAnot attributedp11 · p11_r04
- 6'-0"6'-0" MIN.not attributedp13 · p13_r05 2 0 min
- 3'-0"3'-0"not attributedp13 · p13_r05 2 0 min
- 2'-0"2'-0" MIN.not attributedp13 · p13_r05 2 0 min
- 54 ftLENGTH FT.p19 · p19_r01 table
- 8 inLENGTH IN.p19 · p19_r01 table
- 112 barsNO. BARS REQ'Dp19 · p19_r01 table
- 60 ftLENGTH FT.p19 · p19_r01 table
- 0 inLENGTH IN.p19 · p19_r01 table
- 107 barsNO. BARS REQ'Dp19 · p19_r01 table
- 23 ftLENGTH FT.p19 · p19_r01 table
- 8 inLENGTH IN.p19 · p19_r01 table
- 107 barsNO. BARS REQ'Dp19 · p19_r01 table
- 6 ftLENGTH FT.p19 · p19_r01 table
- 8 inLENGTH IN.p19 · p19_r01 table
- 20 barsNO. BARS REQ'Dp19 · p19_r01 table
- 6 ftLENGTH FT.p19 · p19_r01 table
- 9 inLENGTH IN.p19 · p19_r01 table
- 24 barsNO. BARS REQ'Dp19 · p19_r01 table
- 12-6col1p19 · p19_r06 left 1
- 20col2p19 · p19_r06 left 1
- 16col3p19 · p19_r06 left 1
- 6col4p19 · p19_r06 left 1
- 6col5p19 · p19_r06 left 1
- 4-5col6p19 · p19_r06 left 1
- 0-col7p19 · p19_r06 left 1
- 5-8col1p19 · p19_r06 left 1
- 8col2p19 · p19_r06 left 1
- 21col3p19 · p19_r06 left 1
- 6col4p19 · p19_r06 left 1
- 2-2col5p19 · p19_r06 left 1
- 3-col6p19 · p19_r06 left 1
- col7p19 · p19_r06 left 1
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- 32col3p19 · p19_r06 left 1
- 5col4p19 · p19_r06 left 1
- 5col5p19 · p19_r06 left 1
- 2-8col6p19 · p19_r06 left 1
- 1-col7p19 · p19_r06 left 1
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- 43col2p19 · p19_r06 left 1
- 25col3p19 · p19_r06 left 1
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- 1-col7p19 · p19_r06 left 1
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- 2-2col1p19 · p19_r06 left 1
- 2col2p19 · p19_r06 left 1
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- 2col2p19 · p19_r06 left 1
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- 8col2p19 · p19_r06 left 1
- 1col3p19 · p19_r06 left 1
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- 1col3p19 · p19_r06 left 1
- 43-9col1p19 · p19_r06 left 1
- 4col2p19 · p19_r06 left 1
- 1col3p19 · p19_r06 left 1
- 5- 8900B_1p19 · p19_r05
- 8900B_2p19 · p19_r05
- 21900B_3p19 · p19_r05
- 6900B_4p19 · p19_r05
- 2- 2900B_5p19 · p19_r05
- 3- 6900B_6p19 · p19_r05
- 60- 0400B_1p19 · p19_r05
- 107400B_2p19 · p19_r05
- I400B_3p19 · p19_r05
- 23- 8400C_1p19 · p19_r05
- 107400C_2p19 · p19_r05
- I400C_3p19 · p19_r05
- 6- 8402B_1p19 · p19_r05
- 20402B_2p19 · p19_r05
- I402B_3p19 · p19_r05
- 7- I403B_1p19 · p19_r05
- 35403B_2p19 · p19_r05
- 25403B_3p19 · p19_r05
- 4403B_4p19 · p19_r05
- 4403B_5p19 · p19_r05
- 2- 4403B_6p19 · p19_r05
- 0-10403B_7p19 · p19_r05
- 0-10403B_8p19 · p19_r05
- 44- 6500B_1p19 · p19_r05
- 146500B_2p19 · p19_r05
- 2500B_3p19 · p19_r05
- 42-10500B_4p19 · p19_r05
- 0-10500B_5p19 · p19_r05
- 0-10500B_6p19 · p19_r05
- 43- 3501_1p19 · p19_r05
- 146501_2p19 · p19_r05
- I501_3p19 · p19_r05
- 16- 0502D_1p19 · p19_r05
- 96502D_2p19 · p19_r05
- I502D_3p19 · p19_r05
- 16- 2502E_1p19 · p19_r05
- 24502E_2p19 · p19_r05
- I502E_3p19 · p19_r05
- 8- 0503A_1p19 · p19_r05
- 140503A_2p19 · p19_r05
- 23503A_3p19 · p19_r05
- 1- 6503A_4p19 · p19_r05
- 3- 3503A_5p19 · p19_r05
- 3- 3503A_6p19 · p19_r05
- 6- 8503B_1p19 · p19_r05
- 140503B_2p19 · p19_r05
- 23503B_3p19 · p19_r05
- 0- 8503B_4p19 · p19_r05
- 3- 0503B_5p19 · p19_r05
- 3- 0503B_6p19 · p19_r05
- 6- 8507B_1p19 · p19_r05
- 20507B_2p19 · p19_r05
- I507B_3p19 · p19_r05
- 37- 2508_1p19 · p19_r05
- 2508_2p19 · p19_r05
- I508_3p19 · p19_r05
- 6- 8509_1p19 · p19_r05
- 10509_2p19 · p19_r05
- I509_3p19 · p19_r05
- 6- 6510_1p19 · p19_r05
- 292510_2p19 · p19_r05
- 3510_3p19 · p19_r05
- 5- 8510_4p19 · p19_r05
- 0-10510_5p19 · p19_r05
- 10- 0600_1p19 · p19_r05
- 116600_2p19 · p19_r05
- I600_3p19 · p19_r05
- 43- 3800_1p19 · p19_r05
- 4800_2p19 · p19_r05
- I800_3p19 · p19_r05
- 37- 6801_1p19 · p19_r05
- 1801_2p19 · p19_r05
- I801_3p19 · p19_r05
- 6- 8802_1p19 · p19_r05
- 10802_2p19 · p19_r05
- I802_3p19 · p19_r05
- 60- 0col2p20 · p20_r06 right 1
- 107col3p20 · p20_r06 right 1
- 1col4p20 · p20_r06 right 1
- 23- 8col2p20 · p20_r06 right 1
- 107col3p20 · p20_r06 right 1
- 1col4p20 · p20_r06 right 1
- 6- 8col2p20 · p20_r06 right 1
- 20col3p20 · p20_r06 right 1
- 1col4p20 · p20_r06 right 1
- 7- 1col2p20 · p20_r06 right 1
- 35col3p20 · p20_r06 right 1
- 25col4p20 · p20_r06 right 1
- 4 4col5p20 · p20_r06 right 1
- 2- 4col6p20 · p20_r06 right 1
- 0-10col7p20 · p20_r06 right 1
- 44- 6col2p20 · p20_r06 right 1
- 146col3p20 · p20_r06 right 1
- 2col4p20 · p20_r06 right 1
- 42-10col5p20 · p20_r06 right 1
- 0-10col6p20 · p20_r06 right 1
- 0-10col7p20 · p20_r06 right 1
- 43- 3col2p20 · p20_r06 right 1
- 146col3p20 · p20_r06 right 1
- 1col4p20 · p20_r06 right 1
- 16- 0col2p20 · p20_r06 right 1
- 96col3p20 · p20_r06 right 1
- 1col4p20 · p20_r06 right 1
- 16- 2col2p20 · p20_r06 right 1
- 24col3p20 · p20_r06 right 1
- 1col4p20 · p20_r06 right 1
- 8- 0col2p20 · p20_r06 right 1
- 140col3p20 · p20_r06 right 1
- 23col4p20 · p20_r06 right 1
- 1- 6col5p20 · p20_r06 right 1
- 3- 3col6p20 · p20_r06 right 1
- 3- 3col7p20 · p20_r06 right 1
- 6- 8col2p20 · p20_r06 right 1
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- 0- 8col5p20 · p20_r06 right 1
- 3- 0col6p20 · p20_r06 right 1
- 3- 0col7p20 · p20_r06 right 1
- 20col2p20 · p20_r06 right 1
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- 37- 2col2p20 · p20_r06 right 1
- 2col3p20 · p20_r06 right 1
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- 6- 8col2p20 · p20_r06 right 1
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- 6- 6col2p20 · p20_r06 right 1
- 292col3p20 · p20_r06 right 1
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- 5- 8col5p20 · p20_r06 right 1
- 0-10col6p20 · p20_r06 right 1
- 10- 0col2p20 · p20_r06 right 1
- 116col3p20 · p20_r06 right 1
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- 43- 3col2p20 · p20_r06 right 1
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- 37- 6col2p20 · p20_r06 right 1
- 1col3p20 · p20_r06 right 1
- 1col4p20 · p20_r06 right 1
- 6- 8col2p20 · p20_r06 right 1
- 10col3p20 · p20_r06 right 1
- 60- 0 ftHT first lengthp20 · p20_r06
- 44- 6 ftHT length detailp20 · p20_r06
- 43- 3 ftHT length detail 2p20 · p20_r06
- 16- 0 ftHT length detail 3p20 · p20_r06
- 16- 2 ftHT length detail 4p20 · p20_r06
- 8- 0 ftHT length detail 5p20 · p20_r06
- 6- 8 ftHT length detail 6p20 · p20_r06
- 6- 8 ftHT length detail 7p20 · p20_r06
- 37- 2 ftHT length detail 8p20 · p20_r06
- 6- 8 ftHT length detail 9p20 · p20_r06
- 6- 6 ftHT length detail 10p20 · p20_r06
- 10- 0 ftHT length detail 11p20 · p20_r06
- 43- 3 ftHT length detail 12p20 · p20_r06
- 37- 6 ftHT length detail 13p20 · p20_r06
- 6- 8 ftHT length detail 14p20 · p20_r06
- 6-9col1p21 · p21_r06 right 1
- 24col2p21 · p21_r06 right 1
- 32col3p21 · p21_r06 right 1
- 5 5col4p21 · p21_r06 right 1
- 2-8col5p21 · p21_r06 right 1
- 1-col6p21 · p21_r06 right 1
- 9-5col1p21 · p21_r06 right 1
- 43col2p21 · p21_r06 right 1
- 25col3p21 · p21_r06 right 1
- 4col4p21 · p21_r06 right 1
- 4col5p21 · p21_r06 right 1
- 2-8col6p21 · p21_r06 right 1
- 43-9col1p21 · p21_r06 right 1
- 2col2p21 · p21_r06 right 1
- 1col3p21 · p21_r06 right 1
- 5-0col1p21 · p21_r06 right 1
- 10col2p21 · p21_r06 right 1
- 1col3p21 · p21_r06 right 1
- 3-0col1p21 · p21_r06 right 1
- 6col2p21 · p21_r06 right 1
- 1col3p21 · p21_r06 right 1
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- 6-3col1p21 · p21_r06 right 1
- 10col2p21 · p21_r06 right 1
- 1col3p21 · p21_r06 right 1
- 2-2col1p21 · p21_r06 right 1
- 2col2p21 · p21_r06 right 1
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- 2-7col1p21 · p21_r06 right 1
- 2col2p21 · p21_r06 right 1
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- 4-4 10 1540Ap21 · p21_r07 right 1
- 5-2 8 1540Bp21 · p21_r07 right 1
- 4-3 10 1541p21 · p21_r07 right 1
- 12-6900A-col1p21 · p21_r06
- 20900A-col2p21 · p21_r06
- 16900A-col3p21 · p21_r06
- 6900A-col4p21 · p21_r06
- 6900A-col5p21 · p21_r06
- 4-5900A-col6p21 · p21_r06
- 0-9900A-col7p21 · p21_r06
- 5-8900B-col1p21 · p21_r06
- 8900B-col2p21 · p21_r06
- 21900B-col3p21 · p21_r06
- 6900B-col4p21 · p21_r06
- 2-2900B-col5p21 · p21_r06
- 3-6900B-col6p21 · p21_r06
- 6-9410-col1p21 · p21_r06
- 24410-col2p21 · p21_r06
- 32410-col3p21 · p21_r06
- 5-5410-col4p21 · p21_r06
- 2-8410-col5p21 · p21_r06
- 1-8410-col6p21 · p21_r06
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- 25411-col3p21 · p21_r06
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- 1-8411-col6p21 · p21_r06
- 43-9412-col1p21 · p21_r06
- 2412-col2p21 · p21_r06
- 1412-col3p21 · p21_r06
- 5-0413A-col1p21 · p21_r06
- 10413A-col2p21 · p21_r06
- 1413A-col3p21 · p21_r06
- 3-0413B-col1p21 · p21_r06
- 6413B-col2p21 · p21_r06
- 1413B-col3p21 · p21_r06
- 2-8414-col1p21 · p21_r06
- 10414-col2p21 · p21_r06
- 1414-col3p21 · p21_r06
- 6-3415A-col1p21 · p21_r06
- 10415A-col2p21 · p21_r06
- 1415A-col3p21 · p21_r06
- 2-2415B-col1p21 · p21_r06
- 2415B-col2p21 · p21_r06
- 1415B-col3p21 · p21_r06
- 2-7415C-col1p21 · p21_r06
- 2415C-col2p21 · p21_r06
- 1415C-col3p21 · p21_r06
- 4-4510A-col1p21 · p21_r06
- 10510A-col2p21 · p21_r06
- 1510A-col3p21 · p21_r06
- 5-2510B-col1p21 · p21_r06
- 8510B-col2p21 · p21_r06
- 1510B-col3p21 · p21_r06
- 4-3511-col1p21 · p21_r06
- 10511-col2p21 · p21_r06
- 1511-col3p21 · p21_r06
- 43-91010-col1p21 · p21_r06
- 41010-col2p21 · p21_r06
- 11010-col3p21 · p21_r06
Notes on the sheets that carry it
- p5BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.
- p5* SEE SUBSECTION 5I.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR.
- p7FENCE NOT SHOWN, TYP.
- p7TOP OF BEAM
- p8NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2"
- p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
- p8SLAB REINFORCEMENT NOT SHOWN
- p8BEARING PAD NOT SHOWN
- p81/2" PREFORMED JOINT FILLER
- p8SCALE: 3/4" = 1'-0"
- p9DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE. MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4" BETWEEN BEAMS AND 8" IN THE OVERHANGS. 'D' = 8 3/4" INTERIOR BEAMS, 'D' = 9 1/4" EXTERIOR BEAMS
- p9SEE DETAIL A
- p9BEARING PADS NOT SHOWN
- p9BENT 2 SHOWN
- p9BENT 3 SIMILAR
- p9DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.
- p9MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾" BETWEEN BEAMS AND 8" IN THE OVERHANGS.
- p9'D' = 8¾" INTERIOR BEAMS
- p9'D' = 9¼" EXTERIOR BEAMS
- p930-400B AND C SPACED AS SHOWN
- p9502 AT EVERY 500A, TYP.
- p9500A AT 6¾"
- p92%
- p10CUT OFF EXCESS DIAPHRAGM BAR 1" FROM BEAM FACE.
- p10ALL BAR DIMENSIONS ARE OUT TO OUT.
- p10AT THE TOP OF THE BEAM, BARS 550 AND 651
- p10SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH
- p10THAT THE HORIZONTAL LEG EXTENDS BETWEEN
- p10TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.
- p10SLIGHTLY SHIFT OR SLOPE BARS 45l TO AVOID
- p10CONFLICT WITH STRANDS.
- p10BARS 350 MAY BE FABRICATED IN TWO PARTS BY
- p10LAPPING HORIZONTAL SECTION BY 1'-0" MINIMUM.
- p10PLACE BARS 452 WITH OPEN ENDS AWAY FROM
- p10BEAM ENDS.
- p10DIAPHRAGM BAR SHALL BE A 1" DIAMETER PLAIN BAR, THREADED 5" ON EACH END, WITH 1/4" X 3-1/2" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36). TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS. AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO.2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT. GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT
- p10DIAPHRAGM BAR SHALL BE A 1" DIAMETER PLAIN BAR, THREADED 5" ON EACH END, WITH 1/4" X 3/2" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).
- p10TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.
- p10AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.
- p10GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.0I.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT
Every crop it was read in — the drawing beside what the model took off it
Page 5
p05_r03 bar bending details at skewed jointsDetail
- MAIN SLAB REINF.linesreinforcement bars
- BAR 500B*500Blinereinforcement bar
2 in 2" CL.
p05_r03Detail
- Bar - main slab reinforcementlinereinforcing steelvertical reinforcement bars labeled MAIN SLAB REINF.
- Bar 500B*500B×1linereinforcing steelstar-marked 500B bar
2 in 2" CL.
Page 7
p07_r03 400 bars in top of slab overDetail
- Reinforcement bars (top of slab)circularsteel reinforcementtop of slab; shown as circles along length
p07_r04 1 cl typDetail
- Reinforcement bar2-507A×4circularreinforced steel
- Reinforcement bar4-402A×4circularreinforced steel
- Reinforcement bar1" DIA. PLAIN BAR×1circularplain steel
10 in 10" CONC. DIAPH.2 in 2"2'-4" ft-in 2'-4"
p07_r05 section thru slabSection
- Reinforcement bar×1line1" diameter plain bar
2 % slab slope5 in spacing for 7-403A at equal spaces1 in diameter
p07_r03Section
- top reinforcement barscircularsteel58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)
58-600 58-600 spacing note
p07_r04Detail
- Reinforcement cage (in beam)×1rectangular with internal latticereinforcing steelcentral reinforcement assembly
- 2-507A2-507A×2circularreinforcing steeltop and bottom bars within cage
- 4-402A4-402A×4circularreinforcing steel
- 403A Plain Bar403A×1circularreinforcing steelI DIA. PLAIN BAR
2'-4\" ft-in 2'-4\"2\" in 2\"10\" in 10\" CONC. DIAPH.1/2\" in 1/2\" CL. TYP.
p07_r05Section
- reinforcement bar×1circularsteel1" diameter plain bar
- reinforcement bars7-403A×7circularsteel7 bars at equal spaces
- reinforcement bars4-402A×4circularsteel
- reinforcement bars2-507A×4circularsteeltwo occurrences in view
5" in left end spacing5" in right end spacing2% percent slope
Page 8
p08_r02 barrier detailDetail
- Reinforcement bars12-502circular (rebars) within barriersteel12-502 in barrier; see deck plan for letter designation
2'-2" ft/in LAP between 503A and 503B bars3'-6" ft/in Barrier height1'-9 1/2" ft/in Top width segment8" in Left offset (end post area)1'-0" ft/in Right offset1 1/2" in Centerline interior3" in Centerline exterior2" in Two-sided centerline
p08_r03 section at endwallSection
- Reinforcement2-504ArectangularreinforcementAT END OF BEAM
- Reinforcement8-504BrectangularreinforcementAT BETWEEN BEAMS
- Reinforcement4-900rectangularreinforcement
12 in Top dimension segment1'-6" in Top dimension segment8" in Top dimension segment10 in Vertical dimension9 in Vertical dimension12 in Vertical dimension1/4" in Corner radius3 1/2" in Clearance min.
Page 9
p09_r02 section thru slabSection
- Reinforcement Bar×1linereinforcement steel"1" DIAMETER PLAIN BAR" callout in diaphragm section
43'-7" ft-in 43'-7"22'-0" ft-in 22'-0"40'-0" ft-in 40'-0"34'-0" ft-in 34'-0"6'-0" ft-in 6'-0"7'-6" ft-in 7'-6"3'-0" ft-in 3'-0"1'-8" ft-in 1'-8"
p09_r03 section thru edge beamSection
- Reinforcement barI-801×1rectangularsteel
- Reinforcement barI-802×1rectangularsteel
- Reinforcement bar508×1rectangularsteel
- Reinforcement bar509×1rectangularsteel
8" in 8"1'-0 1/2" ft 1'-0 1/2"4" in 4" CL.3'-0" ft 3'-0"1'-0" ft 1'-0"3/4" in SCALE
p09_r04 1 cl typDetail
- reinforcement bar2-507B×2circularreinforced steel bartop and bottom bars in the cage
- reinforcement bar4-402B×1circularreinforced steel barmid-right bar
- reinforcement bar403B×1circularreinforced steel barleft interior bar
- 1" DIA. PLAIN BAR×1circularplain steel bar
10 in 10" CONC. DIAPH.3'-0" 3'-0"2 in 2"
p09_r02Section
- Reinforcement barstraight barplain steel"I" DIAMETER PLAIN BAR
43'-7" ft OUT TO OUT40'-0" ft GUTTER TO GUTTER34'-0" ft22'-0" ft1'-8" ft 1'-8"1'-8" ft 1'-8"8" in 8"7'-6" ft 7'-6"+1 more
p09_r03Section
- Reinforcement barI-801×1roundreinforcing steel
- Reinforcement barI-802×1roundreinforcing steel
3'-0" ft 3'-0"1'-0" ft 1'-0"1'-0" ft 1'-0"8" in 8"1'-0 1/2" ft-in 1'-0 1/2"4" in 4" CL.
p09_r04Detail
- 2-507B reinforcement bars2-507B×2rectangularplain steel bars
- 4-402B reinforcement bars4-402B×1rectangularplain steel bars
- 403B reinforcement bar403B×1rectangularplain steel bars
- 1 DIA. PLAIN BAR×1circularplain steel bar
3'-0" ft-in 3'-0"2" in 2"10" in 10" CONC. DIAPH.
Page 10
p10_r04 diaDetail
- DIAPHRAGM BAR×1barreinforcement steel
2 in 2" DIAMETER HOLE5 in DIA.1 in FROM BEAM FACE
p10_r05 title blockDetail
- Reinforcement detail×1trapezoidalreinforcement
1'-3" ft-in 1'-3"350 3501'-0" ft-in 1'-0"5'-0" ft-in 5'-0"4'-1" ft-in 4'-1"9" in 9"9" in 9"6" in 6"
p10_r08 tighten diaphragm bar as per sub sectionNotes
- diaphragm barcircularplain steel (ASTM A 709 GRADE 36)THREADED 5" ON EACH END
p10_r04Detail
- diaphragm bar×1rectangularlikely steel
1 in 1" CL.3 in 3"5 in 5" DIA.
p10_r08Notes
- Diaphragm bar×1circularreinforcing steel (plain bar)1" diameter; threaded 5" on each end
1" in Diaphragm bar diameter5" in Thread length1/4" x 3/2" in Washer size
Page 11
p11_r04 recess detail for diaphragm bar endsDetail
- Diaphragm bar×1circularplain steel
1 in 1" CL.3 in 3"2 in 2" DIAMETER HOLE1 in CUT OFF EXCESS DIAPHRAGM BAR5 in 5" DIA.
p11_r05 title blockDetail
- Reinforcement bent detail×1irregular polygon (bent cross-section)reinforcement bars45°, Typ.
1'-3" 1'-3"1'-7" 1'-7"6'-0" 6'-0"5'-8" 5'-8"1'-0" 1'-0"1'-6" 1'-6"11" 11"8" 8"+5 more
p11_r04Detail
- diaphragm bar×1circularsteel1" DIAMETER PLAIN BAR; THREADED ENDS
1" in 1" CL.3" in 3"4" in 4" EACH WAY5" in 5" DIA2" in 2" DIAMETER HOLE
Page 13
p13_r05 2 0 minDetail
- reinforcing bar×2circularreinforcing steelvertical bars extending from cap
6'-0" 6'-0" MIN.3'-0" 3'-0"2'-0" 2'-0" MIN.
p13_r05Section
- reinforcement bar×2barsteelvertical bars protruding from cap bottom
6'-0" MIN. overall length (min)3'-0" cap width2'-0" MIN. cap height
Page 14
p14_r02 title blockElevation
- REINFORCEMENT BARbarsreinforced steelbars shown in callouts; some bars extend into cap per notes
Page 16
p16_r01 section a aSection
- Reinforcement/bolts along interior perimeterpoints along edgereinforcing steelrepresented by evenly spaced dots along the inner/perimeter edges
4'-3" ft-in TOTAL_WIDTH_TOP2'-1/2" ft-in CENTER_SPAN_LEFT2'-1/2" ft-in CENTER_SPAN_RIGHT11 1/2" in TOP_DIMENSION_SPLIT2" in MIN_CLEARANCE_HORIZ4'-0" ft-in MIN_CL_LEFT9" in EDGE_COLUMN_SPACING
p16_r06 section c cSection
- Reinforcement barscircularsteel (reinforcement bars)dots along interior/left side
1'-0" ft-in
p16_r12 section f fSection
- reinforcement bar3-443B×3circularreinforcement steelEA. FACE AT EQ. SPS.
- reinforcement bar5-443A×5circularreinforcement steelEA. FACE AT EQ. SPS.
1'-0" 1'-0"
p16_r15 section c cSection
- diagonal reinforcement bars×2diagonal linesreinforced steeltwo bars crossing inside opening
3'-6" ft-in overall width3'-6" ft-in overall height2" in clearance all around
p16_r12Section
- reinforcement bars540Bcircularreinforcing steeltwo vertical rows of rebars inside the rectangular section
1' - 0" ft width
p16_r15Section
- reinforcing barsdiagonalsteel rebar
3'-6" ft-in Overall width3'-6" ft-in Overall height2" in Clearance all around
Page 17
p17_r05 2 0 minPlan
- Reinforcement bars×2two vertical lines (round bars)reinforcing steelbeneath cap
6'-0" MIN. overall length (BFPR to far edge)3'-0" offset to cap left edge2'-0" MIN. cap height
Page 18
p18_r02 footing elevationDetail
- Reinforcement bars×1dashed linesstirrups/rebar depicted inside left portion
Page 19
p19_r01 tableSchedule
- 400A400A×1text
- 401A401A×1text
- 402A402A×1text
- 403A403A×1text
- 404404×1text
- 500A500A×1text
- 501A501A×1text
- 502A502A×1text
- 502C502C×1text
- 503A503A×1text
- 503B503B×1text
- 504A504A×1text
- 504B504B×1text
- 505505×1text
- 506A506A×1text
- 506B506B×1text
- 507A507A×1text
- 508508×1text
- 509509×1text
- 510510×1text
- 800800×1text
- 801801×1text
- 802802×1text
- 900A900A×1text
- 900B900B×1text
- 400B400B×1text
- 400C400C×1text
- 402B402B×1text
- 403B403B×1text
- 410410×1text
- 411411×1text
- 412412×1text
- 413A413A×1text
- 413B413B×1text
54 ft LENGTH FT.8 in LENGTH IN.112 bars NO. BARS REQ'D60 ft LENGTH FT.0 in LENGTH IN.107 bars NO. BARS REQ'D23 ft LENGTH FT.8 in LENGTH IN.+7 more
p19_r03 tableTable
- Span 2 LeftSPAN 2 LEFT×1rectangularreinforcement bar
- Reinforcement bar 400B×1rectangularreinforcement bar
- Reinforcement bar 400C×1rectangularreinforcement bar
- Reinforcement bar 402B×1rectangularreinforcement bar
- Reinforcement bar 403B×1rectangularreinforcement bar
- Reinforcement bar 500B×1rectangularreinforcement bar
- Reinforcement bar 501×1rectangularreinforcement bar
- Reinforcement bar 502D×1rectangularreinforcement bar
- Reinforcement bar 502E×1rectangularreinforcement bar
- Reinforcement bar 503A×1rectangularreinforcement bar
- Reinforcement bar 503B×1rectangularreinforcement bar
- Reinforcement bar 507B×1rectangularreinforcement bar
- Reinforcement bar 508×1rectangularreinforcement bar
- Reinforcement bar 509×1rectangularreinforcement bar
- Reinforcement bar 510A×1rectangularreinforcement bar
- Reinforcement bar 510B×1rectangularreinforcement bar
- Reinforcement bar 600×1rectangularreinforcement bar
p19_r04 tableSchedule
- reinforcement bar410roundreinforcing steel
- reinforcement bar411roundreinforcing steel
- reinforcement bar412roundreinforcing steel
- reinforcement bar413Aroundreinforcing steel
- reinforcement bar413Broundreinforcing steel
- reinforcement bar414roundreinforcing steel
- reinforcement bar415Aroundreinforcing steel
- reinforcement bar415Broundreinforcing steel
- reinforcement bar415Croundreinforcing steel
- reinforcement bar510Aroundreinforcing steel
- reinforcement bar510Broundreinforcing steel
- reinforcement bar511roundreinforcing steel
p19_r05 left 1Schedule
- Reinforcing bar400B×1textsteel, reinforcing bar
- Reinforcing bar400C×1textsteel, reinforcing bar
- Reinforcing bar402B×1textsteel, reinforcing bar
- Reinforcing bar403B×1textsteel, reinforcing bar
- Reinforcing bar500B×1textsteel, reinforcing bar
- Reinforcing bar501×1textsteel, reinforcing bar
- Reinforcing bar502D×1textsteel, reinforcing bar
- Reinforcing bar502E×1textsteel, reinforcing bar
- Reinforcing bar503A×1textsteel, reinforcing bar
- Reinforcing bar503B×1textsteel, reinforcing bar
- Reinforcing bar507B×1textsteel, reinforcing bar
- Reinforcing bar508×1textsteel, reinforcing bar
- Reinforcing bar509×1textsteel, reinforcing bar
- Reinforcing bar510×1textsteel, reinforcing bar
- Reinforcing bar600×1textsteel, reinforcing bar
- Reinforcing bar800×1textsteel, reinforcing bar
- Reinforcing bar801×1textsteel, reinforcing bar
- Reinforcing bar802×1textsteel, reinforcing bar
p19_r06 left 1Schedule
- 900A900A×1rectangular
- 900B900B×1rectangular
- 410410×1rectangular
- 411411×1rectangular
- 412412×1rectangular
- 413A413A×1rectangular
- 413B413B×1rectangular
- 414414×1rectangular
- 415A415A×1rectangular
- 415B415B×1rectangular
- 415C415C×1rectangular
- 510A510A×1rectangular
- 510B510B×1rectangular
- 511511×1rectangular
12-6 col120 col216 col36 col46 col54-5 col60- col75-8 col1+53 more
p19_r05Table
- unknown item900B×1
- unknown item400B×1
- unknown item400C×1
- unknown item402B×1
- unknown item403B×1
- unknown item500B×1
- unknown item501×1
- unknown item502D×1
- unknown item502E×1
- unknown item503A×1
- unknown item503B×1
- unknown item507B×1
- unknown item508×1
- unknown item509×1
- unknown item510×1
- unknown item600×1
- unknown item800×1
- unknown item801×1
- unknown item802×1
5- 8 900B_18 900B_221 900B_36 900B_42- 2 900B_53- 6 900B_660- 0 400B_1107 400B_2+68 more
Page 20
p20_r05 tableSchedule
- reinforcement bar800round barreinforcing steel
- reinforcement bar801round barreinforcing steel
- reinforcement bar802round barreinforcing steel
- reinforcement bar900Around barreinforcing steel
- reinforcement bar900Bround barreinforcing steel
- reinforcement bar400Bround barreinforcing steel
- reinforcement bar400Cround barreinforcing steel
- reinforcement bar402Bround barreinforcing steel
- reinforcement bar403Bround barreinforcing steel
- reinforcement bar500Bround barreinforcing steel
- reinforcement bar501round barreinforcing steel
- reinforcement bar502Dround barreinforcing steel
- reinforcement bar502Eround barreinforcing steel
- reinforcement bar503Around barreinforcing steel
- reinforcement bar503Bround barreinforcing steel
- reinforcement bar507Bround barreinforcing steel
- reinforcement bar508round barreinforcing steel
- reinforcement bar509round barreinforcing steel
- reinforcement bar510round barreinforcing steel
- reinforcement bar600round barreinforcing steel
p20_r06 right 1Table
- 400B400B×1rectangular
- 400C400C×1rectangular
- 402B402B×1rectangular
- 403B403B×1rectangular
- 500B500B×1rectangular
- 501501×1rectangular
- 502D502D×1rectangular
- 502E502E×1rectangular
- 503A503A×1rectangular
- 503B503B×1rectangular
- 507B507B×1rectangular
- 508508×1rectangular
- 509509×1rectangular
- 510510×1rectangular
- 600600×1rectangular
- 800800×1rectangular
- 801801×1rectangular
- 802802×1rectangular
60- 0 col2107 col31 col423- 8 col2107 col31 col46- 8 col220 col3+57 more
p20_r06Table
- 400B400B×1text
- 400C400C×1text
- 402B402B×1text
- 403B403B×1text
- 500B500B×1text
- 501501×1text
- 502D502D×1text
- 502E502E×1text
- 503A503A×1text
- 503B503B×1text
- 507B507B×1text
- 508508×1text
- 509509×1text
- 510510×1text
- 600600×1text
- 800800×1text
- 801801×1text
- 802802×1text
60- 0 ft HT first length44- 6 ft HT length detail43- 3 ft HT length detail 216- 0 ft HT length detail 316- 2 ft HT length detail 48- 0 ft HT length detail 56- 8 ft HT length detail 66- 8 ft HT length detail 7+7 more
p20_r07Table
- 540A540A×1
- 540B540B×1
- 541541×1
45-4 1132_col18 1132_col210 1132_col311 1132_col442-2 1132_col542-2 1133_col18 1133_col21 1133_col3
Page 21
p21_r05 tableSchedule
- BAR REINFORCINGcircularreinforcing steelBar reinforcing schedule entry (Schedule 3) visible
p21_r06 right 1Schedule
- Reinforcement bar line410×1rounded rectanglereinforcement steel
- Reinforcement bar line411×1rounded rectanglereinforcement steel
- Reinforcement bar line412×1rounded rectanglereinforcement steel
- Reinforcement bar line413A×1rounded rectanglereinforcement steel
- Reinforcement bar line413B×1rounded rectanglereinforcement steel
- Reinforcement bar line414×1rounded rectanglereinforcement steel
- Reinforcement bar line415A×1rounded rectanglereinforcement steel
- Reinforcement bar line415B×1rounded rectanglereinforcement steel
- Reinforcement bar line415C×1rounded rectanglereinforcement steel
- Reinforcement bar line510A×1rounded rectanglereinforcement steel
- Reinforcement bar line510B×1rounded rectanglereinforcement steel
- Reinforcement bar line511×1rounded rectanglereinforcement steel
- Reinforcement bar line1010×1rounded rectanglereinforcement steel
6-9 col124 col232 col35 5 col42-8 col51- col69-5 col143 col2+37 more
p21_r07 right 1Table
- 540A×1rectangular
- 540B×1rectangular
- 541×1rectangular
45-4 8 10 1 11 42-2 113242-2 8 1 11336-9 24 32 5 5 2-8 1- 4409-5 43 25 4 4 2-8 1- 44143-9 2 1 4425-0 10 1 443A3-0 6 1 443B2-8 10 1 444+7 more
p21_r06Table
- 900A×1rectangular
- 900B×1rectangular
- 410×1rectangular
- 411×1rectangular
- 412×1rectangular
- 413A×1rectangular
- 413B×1rectangular
- 414×1rectangular
- 415A×1rectangular
- 415B×1rectangular
- 415C×1rectangular
- 510A×1rectangular
- 510B×1rectangular
- 511×1rectangular
12-6 900A-col120 900A-col216 900A-col36 900A-col46 900A-col54-5 900A-col60-9 900A-col75-8 900B-col1+50 more