Matched toSlabbuilding.superstructure.slabon “slab”
This class asks for no measurements, so there is no take-off to do against it.
How the sheets named it
Every dimension read for it196
- 0.3L1slab top-bar length dimensionp1 · p01_r08
- 0.3L2slab top-bar length dimensionp1 · p01_r08
- 0.15L1slab top-bar length dimensionp1 · p01_r08
- 0.15L2slab top-bar length dimensionp1 · p01_r08
- 0.25L1slab bottom-bar length dimensionp1 · p01_r08
- 0.25L2slab bottom-bar length dimensionp1 · p01_r08
- 4500grid spacingnot attributedp1 · p01_r24
- 3625grid spacingnot attributedp1 · p01_r24
- 1625grid spacingnot attributedp1 · p01_r24
- 225grid offsetnot attributedp1 · p01_r24
- 3215vertical grid spacingnot attributedp1 · p01_r24
- 5350vertical dimensionnot attributedp1 · p01_r24
- 225offsetnot attributedp1 · p01_r24
- 4123vertical dimensionnot attributedp1 · p01_r24
- 2057vertical dimensionnot attributedp1 · p01_r24
- 1237vertical dimensionnot attributedp1 · p01_r24
- 1400stair/landing dimensionnot attributedp1 · p01_r24
- 225offsetnot attributedp1 · p01_r24
- 1727angled dimensionnot attributedp1 · p01_r24
- 4143angled dimensionnot attributedp1 · p01_r24
- 2554angled dimensionnot attributedp1 · p01_r24
- 2235grid spacingnot attributedp1 · p01_r24
- 3950grid spacingnot attributedp1 · p01_r24
- 1650grid spacingnot attributedp1 · p01_r24
- 4500grid spacingnot attributedp1 · p01_r24
- 225grid offsetnot attributedp1 · p01_r24
- 3400vertical grid spacingnot attributedp1 · p01_r24
- 1950vertical grid spacingnot attributedp1 · p01_r24
- 2650vertical grid spacingnot attributedp1 · p01_r24
- 2965vertical grid spacingnot attributedp1 · p01_r24
- 4125vertical grid spacingnot attributedp1 · p01_r24
- 740stair framing dimensionnot attributedp1 · p01_r24
- 1400stair framing dimensionnot attributedp1 · p01_r24
- 3575grid spacingnot attributedp1 · p01_r24
- 4290grid spacingnot attributedp1 · p01_r24
- 2235grid spacingnot attributedp1 · p01_r24
- 2554angled dimensionnot attributedp1 · p01_r24
- 257angled dimensionnot attributedp1 · p01_r24
- 4903angled dimensionnot attributedp1 · p01_r24
- 1:100scalenot attributedp1 · p01_r24
- 6101grid spacingnot attributedp1 · p01_r32
- 1237grid spacingnot attributedp1 · p01_r32
- L1span lengthp1 · p01_r03
- L2span lengthp1 · p01_r03
- 125 MMS1 thicknessp1 · p01_r25
- Y8 @ 125 C/CS1 at support, top reinforcementp1 · p01_r25
- Y8 @ 125 C/CS1 at support, bottom reinforcementp1 · p01_r25
- Y8 @ 125 C/CS1 at span, bottom reinforcementp1 · p01_r25
- 150 MMS2 thicknessp1 · p01_r25
- Y10 @ 125 C/CS2 at support, top reinforcementp1 · p01_r25
- Y10 @ 125 C/CS2 at support, bottom reinforcementp1 · p01_r25
- Y10 @ 125 C/CS2 at span, bottom reinforcementp1 · p01_r25
- 125 MMS3 thicknessp1 · p01_r25
- Y8 @ 150 C/CS3 at support, top reinforcementp1 · p01_r25
- Y8 @ 150 C/CS3 at support, bottom reinforcementp1 · p01_r25
- Y8 @ 150 C/CS3 at span, bottom reinforcementp1 · p01_r25
- 125 MMS4 thicknessp1 · p01_r25
- Y8 @ 150 C/CS4 at support, top reinforcementp1 · p01_r25
- Y8 @ 150 C/CS4 at support, bottom reinforcementp1 · p01_r25
- Y8 @ 150 C/CS4 at span, bottom reinforcementp1 · p01_r25
- L1span lengthp1 · p01_r03 typical longitudinal reinforcement section through slab
- L2span lengthp1 · p01_r03 typical longitudinal reinforcement section through slab
- 0.15L1top reinforcement extensionp1 · p01_r08 bar anchorage detail at roof level external joint
- 0.15L2top reinforcement extensionp1 · p01_r08 bar anchorage detail at roof level external joint
- 0.25L1bottom reinforcement extensionp1 · p01_r08 bar anchorage detail at roof level external joint
- 0.25L2bottom reinforcement extensionp1 · p01_r08 bar anchorage detail at roof level external joint
- 125 MMthicknessp1 · p01_r22 framing plan of third floor beams
- Y8 @ 125 C/Ctop reinforcement at supportp1 · p01_r22 framing plan of third floor beams
- Y8 @ 125 C/Cbottom reinforcement at supportp1 · p01_r22 framing plan of third floor beams
- 150 MMthicknessp1 · p01_r22 framing plan of third floor beams
- Y10 @ 125 C/Ctop reinforcement at supportp1 · p01_r22 framing plan of third floor beams
- Y10 @ 125 C/Cbottom reinforcement at supportp1 · p01_r22 framing plan of third floor beams
- 125 MMthicknessp1 · p01_r22 framing plan of third floor beams
- Y8 @ 150 C/Ctop reinforcement at supportp1 · p01_r22 framing plan of third floor beams
- Y8 @ 150 C/Cbottom reinforcement at supportp1 · p01_r22 framing plan of third floor beams
- 125 MMthicknessp1 · p01_r22 framing plan of third floor beams
- Y8 @ 150 C/Ctop reinforcement at supportp1 · p01_r22 framing plan of third floor beams
- Y8 @ 150 C/Cbottom reinforcement at supportp1 · p01_r22 framing plan of third floor beams
- 3950grid spacingnot attributedp1 · p01_r22 framing plan of third floor beams
- 1650grid spacingnot attributedp1 · p01_r22 framing plan of third floor beams
- 4500grid spacingnot attributedp1 · p01_r22 framing plan of third floor beams
- 3625grid spacingnot attributedp1 · p01_r22 framing plan of third floor beams
- 4500horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3625horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1625horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 225horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3215vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 225vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 5350vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4123vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2057vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2371vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1300vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 370vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1400horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 225horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1727angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4143angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2554angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2235horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3625horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3950horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1650horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4500horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 225horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3400vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1950vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2650vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2965vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4125vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 740stair/landing horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1400stair/landing horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2554angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 257angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4903angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3575horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4290horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2235horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 125 MMS1 thicknessp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 125 C/CS1 reinforcement at support, topp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 125 C/CS1 reinforcement at support, bottomp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 125 C/CS1 reinforcement at span, bottomp1 · p01_r25 reinforcement schedule for floor beams
- 150 MMS2 thicknessp1 · p01_r25 reinforcement schedule for floor beams
- Y10 @ 125 C/CS2 reinforcement at support, topp1 · p01_r25 reinforcement schedule for floor beams
- Y10 @ 125 C/CS2 reinforcement at support, bottomp1 · p01_r25 reinforcement schedule for floor beams
- Y10 @ 125 C/CS2 reinforcement at span, bottomp1 · p01_r25 reinforcement schedule for floor beams
- 125 MMS3 thicknessp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 150 C/CS3 reinforcement at support, topp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 150 C/CS3 reinforcement at support, bottomp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 150 C/CS3 reinforcement at span, bottomp1 · p01_r25 reinforcement schedule for floor beams
- 125 MMS4 thicknessp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 150 C/CS4 reinforcement at support, topp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 150 C/CS4 reinforcement at support, bottomp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 150 C/CS4 reinforcement at span, bottomp1 · p01_r25 reinforcement schedule for floor beams
- Y8 @ 200 C/Cdistribution reinforcementnot attributedp1 · p01_r25 reinforcement schedule for floor beams
- 3950grid spacing A to Cnot attributedp1 · p01_r25 reinforcement schedule for floor beams
- 3400grid spacing 1 to 2not attributedp1 · p01_r25 reinforcement schedule for floor beams
- 1950grid spacing 2 to 3not attributedp1 · p01_r25 reinforcement schedule for floor beams
- 2650grid spacing 3 to 4not attributedp1 · p01_r25 reinforcement schedule for floor beams
- 2965grid spacing 4 to 6not attributedp1 · p01_r25 reinforcement schedule for floor beams
- 740dimensionnot attributedp1 · p01_r25 reinforcement schedule for floor beams
- 1650horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 4500horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 225horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 5350vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 6181vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 1237vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 740horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 1400horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 4903diagonal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 2554diagonal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 257diagonal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 4290horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 2235horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 3950horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 1650horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 1950vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 625horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 2650vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 625vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 625horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 3575horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 2025horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 6181grid spacingnot attributedp1 · p01_r32 roof beam layout
- 1237grid spacingnot attributedp1 · p01_r32 roof beam layout
- 3950horizontal grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 1650horizontal grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 4500horizontal grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 3625horizontal grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- +225offset dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 3400vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 125offset dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 1950vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 2650vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 2965vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 207vertical dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 1525vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 1440vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 4125vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 87vertical dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 2554diagonal dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 4903diagonal dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 442partial dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 625partial dimensionnot attributedp1 · p01_r27
- 125 MMslab thicknessp1 · p01_r22
- Y8 @ 125 C/Csupport top reinforcementp1 · p01_r22
- Y8 @ 125 C/Csupport bottom reinforcementp1 · p01_r22
- 150 MMslab thicknessp1 · p01_r22
- Y10 @ 125 C/Csupport top reinforcementp1 · p01_r22
- Y10 @ 125 C/Csupport bottom reinforcementp1 · p01_r22
- 125 MMslab thicknessp1 · p01_r22
- Y8 @ 150 C/Csupport top reinforcementp1 · p01_r22
- Y8 @ 150 C/Csupport bottom reinforcementp1 · p01_r22
- 125 MMslab thicknessp1 · p01_r22
- Y8 @ 150 C/Csupport top reinforcementp1 · p01_r22
- Y8 @ 150 C/Csupport bottom reinforcementp1 · p01_r22
Notes on the sheets that carry it
- p1(UP STANDING)
- p1HALF LANDING BEAM
- p1N BAR (partial)
- p1TOP (partial)
- p1BOT. BAR
- p12-Y16(ALTh.)
- p1Y8@150 C/C
- p1+2-Y16(EX.TOP)
- p1+2-Y16(EX.BOT.)
- p12-Y (partial)
- p14-Y (partial)
- p1Y8@ (partial)
- p1NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.
- p1DISTRIBUTION BAR
- p1TOP ALTERNATE BAR
- p1TOP BAR
- p1ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C
- p1GRADE OF CONCRETE - M25
- p1BAR
- p1BOT. BA
- p1SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS
- p1MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400KG/M³
- p1TYPICAL SECTIONAL DETAILS OF STAIR
- p1NOT TO SCALE
- p1SECTION: Z-Z
- p15-Y12 AT TOP & 5-Y16 AT BOT.
- p16-Y16
- p1Y8@150 C/
- p1Y16@1500 STIFFENER
- p1STIFFENER
- p12-Y16(ALTH.) +1-Y16(EX.BOT.)
- p12-Y16(ALTH.) +2-Y16(EX.TOP)
- p1Y12 @ 150 C/C
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r38Plan
- floor slab panelSI×15rectangular/irregularSI callouts occur in multiple slab areas; some panels are irregular adjacent to diagonal beams.
- floor slab panelS2×1rectangular
- floor slab panelS3×4rectangular/irregularS3 callouts are visible at the upper edge, lower left, bottom centre, and diagonal lower-right area.
- floor slab panelS4×2rectangular
3950 horizontal grid dimension1650 horizontal grid dimension4500 horizontal grid dimension3625 horizontal grid dimension+225 horizontal offset5350 overall vertical dimension4123 vertical dimension2057 vertical dimension+24 more
p01_r39Plan
- slab areaSIrectangular and irregular polygonal panelsRepeated slab-area designation; printed as "SI" in the crop.
- slab areaS2×1rectangular panel
- slab areaS3rectangular and irregular polygonal panels
- slab areaS4rectangular panels
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing1625 horizontal dimension3400 vertical grid spacing1900 vertical grid spacing2650 vertical grid spacing+19 more
p01_r23Plan
- Slab panelS1rectangular and irregular panelsRepeated circled slab mark.
- Slab panelS2×1rectangularCircled slab mark in the upper central-right bay.
- Slab panelS3rectangular and irregular panelsRepeated circled slab mark, including locations along the lower diagonal edge.
- Slab panelS4rectangularCircled slab mark at the left landing area, central landing area, and upper-right projection.
3950 Grid spacing1650 Grid spacing4500 Grid spacing3625 Grid spacing1625 Grid spacing225 Offset3400 Grid spacing1950 Grid spacing+36 more
p01_r08Detail
- slab×1rectangular longitudinal sectionreinforced concreteTypical long section shown.
- central rectangular slab feature×1rectangularUnlabelled vertical rectangular feature shown at the centre of the slab long section.
0.3L1 slab top-bar length dimension0.3L2 slab top-bar length dimension0.15L1 slab top-bar length dimension0.15L2 slab top-bar length dimension0.25L1 slab bottom-bar length dimension0.25L2 slab bottom-bar length dimension450 depth250 width+20 more
p01_r24Plan
- slab panelS1rectangular or irregular plan panelsRepeated slab designation.
- slab panelS2rectangular plan panelShown in upper-right area of roof beam layout and partial layout at left.
- slab panelS3irregular plan panelShown near angled framing in partial layout at left.
- slab panelS4rectangular plan panelShown adjacent to stair framing.
4500 grid spacing3625 grid spacing1625 grid spacing225 grid offset3215 vertical grid spacing5350 vertical dimension225 offset4123 vertical dimension+32 more
p01_r26Plan
- slab panelS1rectangular and irregular panelsCircular S1 marks are shown within multiple floor panels.
- slab panelS2rectangular panelCircular S2 marks are shown in central floor panels.
- slab panelS3rectangular and triangular panelsCircular S3 marks are shown at selected perimeter and diagonal panels.
- slab panelS4rectangular panelsCircular S4 marks are shown beside the stair/half-landing area.
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing1625 horizontal offset225 horizontal offset3400 vertical grid spacing1950 vertical grid spacing+37 more
p01_r32Plan
- slabS1rectangularRepeated slab marks shown.
- slabS2×1rectangularShown in lower central layout.
- slabS3×2rectangularShown in lower central layout.
- slabS4rectangularRepeated slab marks shown in lower layouts.
6101 grid spacing1237 grid spacing3950 SCR roof beam layout horizontal dimension1650 SCR roof beam layout horizontal dimension625 SCR roof beam layout horizontal dimension1950 SCR roof beam layout vertical dimension2650 SCR roof beam layout vertical dimension625 SCR roof beam layout vertical dimension+43 more
p01_r03Section
- slab×1continuous rectangular slab sectionShown in a typical long section spanning over three rectangular beam/support projections.
L1 span length0.3L1 bar extension length0.15L1 bar extension length0.25L1 bar extension length0.3L1 bar extension length0.15L1 bar extension length0.25L1 bar extension lengthL2 span length+5 more
p01_r25Plan
- slab panelS1×6rectangularShown in slab schedule and as circled S1 panels in the partial plan.
- slab panelS2Listed in slab schedule only.
- slab panelS3Listed in slab schedule only.
- slab panelS4×1rectangularShown in slab schedule and within the landing area.
125 MM S1 thicknessY8 @ 125 C/C S1 at support, top reinforcementY8 @ 125 C/C S1 at support, bottom reinforcementY8 @ 125 C/C S1 at span, bottom reinforcement150 MM S2 thicknessY10 @ 125 C/C S2 at support, top reinforcementY10 @ 125 C/C S2 at support, bottom reinforcementY10 @ 125 C/C S2 at span, bottom reinforcement+43 more
p01_r03 typical longitudinal reinforcement section through slabSection
- slab×1rectangular longitudinal sectionTypical long section; slab continues beyond both crop edges.
L1 span length0.3L1 bar length0.15L1 bar length0.25L1 bar length0.3L1 bar length0.15L1 bar length0.25L1 bar lengthL2 span length+5 more
p01_r08 bar anchorage detail at roof level external jointDetail
- slab×1rectangular long section with central thickened portionPartial typical long section shown with top and bottom reinforcement.
0.15L1 top reinforcement extension0.15L2 top reinforcement extension0.25L1 bottom reinforcement extension0.25L2 bottom reinforcement extension450 FB1 support section depth250 FB1 support section width450 FB1 span section depth250 FB1 span section width+17 more
p01_r22 framing plan of third floor beamsSchedule
- slab panelS1Scheduled slab panel.
- slab panelS2Scheduled slab panel.
- slab panelS3Scheduled slab panel.
- slab panelS4Scheduled slab panel.
250 FB3450 FB3250 FB4400 FB4300 FB5450 FB5125 MM thicknessY8 @ 125 C/C top reinforcement at support+48 more
p01_r23 framing plan of main roof beamsPlan
- floor slab panelSI×17rectangular and irregular panelsCircular SI marks identify slab panels visible in the main layout.
- floor slab panelS2×1irregular panel
- floor slab panelS3×5irregular panel
- floor slab panelS4×3rectangular and irregular panels
3950 grid spacing1650 grid spacing4500 grid spacing3625 grid spacing1625 grid spacing225 offset3400 grid spacing1950 grid spacing+28 more
p01_r24 scr roof beam layoutPlan
- slab panelSIrectangular and irregular panelsRepeated slab/panel mark in both visible layouts.
- slab panelS2rectangular panelVisible in both layouts.
- slab panelS3irregular/triangular panelVisible in the left-hand partial layout.
- slab panelS4rectangular panelVisible adjacent to the stair/landing areas.
4500 horizontal dimension3625 horizontal dimension1625 horizontal dimension225 horizontal dimension3215 vertical dimension225 vertical dimension5350 vertical dimension4123 vertical dimension+40 more
p01_r25 reinforcement schedule for floor beamsSchedule
- slab panelS1×5rectangularMarked in the partial plan and scheduled.
- slab panelS2rectangularListed in slab schedule only.
- slab panelS3rectangularListed in slab schedule only.
- slab panelS4×1rectangularMarked in the partial plan and scheduled.
125 MM S1 thicknessY8 @ 125 C/C S1 reinforcement at support, topY8 @ 125 C/C S1 reinforcement at support, bottomY8 @ 125 C/C S1 reinforcement at span, bottom150 MM S2 thicknessY10 @ 125 C/C S2 reinforcement at support, topY10 @ 125 C/C S2 reinforcement at support, bottomY10 @ 125 C/C S2 reinforcement at span, bottom+43 more
p01_r26 3rd floor beam layoutPlan
- slab panelS1rectangular and irregular plan panelsRepeated throughout the 3rd-floor and roof beam layouts.
- slab panelS2rectangular plan panelVisible near the upper central areas of the 3rd-floor and roof layouts.
- slab panelS3irregular/triangular plan panelVisible at the upper-left and diagonal lower portions of the 3rd-floor layout.
- slab panelS4rectangular plan panelVisible adjacent to the half landing.
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing1625 horizontal grid spacing+225 offset dimension3400 vertical grid spacing1950 vertical grid spacing+41 more
p01_r27 section through lift stair corePlan
- structural elementSI×1rectangular plan areaShown at the centre of the partial LMR roof beam layout.
375 horizontal dimension1350 horizontal dimension375 horizontal dimension375 vertical dimension375 vertical dimension750 overall vertical dimension1169 vertical dimension1350 sloping dimension+9 more
p01_r28 framing plan of lift machine room roof beamsPlan
- roof slabS1×7rectangular and irregular polygonalS1 is shown in circled slab callouts across both layouts.
- roof slabS2×1irregular polygonalShown in the upper area of the left roof layout.
1650 horizontal dimension4500 horizontal dimension225 horizontal dimension5350 vertical dimension6181 vertical dimension1237 vertical dimension740 horizontal dimension1400 horizontal dimension+18 more
p01_r32 roof beam layoutPlan
- slab panelSIrectangular and irregular plan panelsPanels are identified by circled SI marks.
- slab panelS2×1rectangular plan panelVisible in the central lower roof beam layout.
- slab panelS3rectangular plan panelVisible in the lower roof beam layout.
- slab panelS4rectangular plan panelVisible around the landing areas.
350 pile cap dimension750 pile cap width1169 pile cap overall depth6181 grid spacing1237 grid spacing3950 grid spacing1650 grid spacing1950 vertical spacing+35 more
p01_r38 1st floor beam layoutPlan
- slab areaS1rectangular and irregular plan areasCircled S1 designations are shown in multiple areas.
- slab areaS2×1rectangular plan area
- slab areaS3rectangular and irregular plan areasCircled S3 designations are shown in several locations.
- slab areaS4×2rectangular plan areas
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing+225 offset dimension3400 vertical grid spacing125 offset dimension1600 vertical dimension+20 more
p01_r39 2nd floor beam layoutPlan
- slab/panel areaS1rectangular and irregular enclosed areasRepeated circled S1 marks identify multiple areas.
- slab/panel areaS2×1irregular enclosed area
- slab/panel areaS3irregular enclosed areasMultiple circled S3 marks are visible, including at the lower angled portion.
- slab/panel areaS4rectangular enclosed areasMultiple circled S4 marks are visible.
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing1625 horizontal dimension3400 vertical grid spacing1950 vertical grid spacing2650 vertical grid spacing+18 more
p01_r27Plan
- internal elementSI×1rectangularShown centrally in the partial LMR roof beam layout; element type is not stated.
375 top horizontal pile-cap dimension1350 top horizontal pile-cap dimension375 top horizontal pile-cap dimension375 left vertical pile-cap dimension375 left vertical pile-cap dimension750 right vertical pile-cap dimension1169 right vertical pile-cap dimension1350 sloping pile-cap side dimension+14 more
p01_r22Schedule
- slab panelS1Listed in the slab reinforcement schedule.
- slab panelS2Listed in the slab reinforcement schedule.
- slab panelS3Listed in the slab reinforcement schedule.
- slab panelS4Listed in the slab reinforcement schedule.
250 FB3 schedule value450 FB3 schedule value2-Y16 +2-Y16 FB3 reinforcement2-Y16 FB3 reinforcement2-Y16 FB3 reinforcement2-Y16 FB3 reinforcement250 FB4 schedule value400 FB4 schedule value+64 more
p01_r28Plan
- Slab or structural area markerSIcircular tagMultiple circular SI markers are shown; the crop does not define the abbreviation.
- Structural area markerS2×1circular tagShown within the main roof beam layout.
- Structural area markerS4×1circular tagShown within the inset portion of the main roof beam layout.
3950 Partial horizontal dimension1650 Horizontal dimension4500 Horizontal dimension225 Horizontal dimension5350 Vertical dimension6181 Vertical dimension1237 Vertical dimension740 Horizontal dimension+22 more
p01_r16Detail
- intermediate landing slab×1rectangularreinforced concreteAt INTERMEDIATE LEVEL.
- floor-level landing slab×1rectangularreinforced concreteAt FLOOR LEVEL.
- stair/landing panelS1rectangularTag shown repeatedly in plan.
- stair/landing panelS2×1rectangularTag shown in plan.
- stair/landing panelS4×2rectangularTag shown adjacent to stair/landing area in plan.
400 TB3 section depth250 TB3 section width150 C/C TB3 transverse reinforcement spacing2-Y16 TB3 longitudinal reinforcement+1-Y16 TB3 extra bottom reinforcement450 TB3 support section depth250 TB3 support section width450 FB3 section depth+42 more