Matched toBeambuilding.superstructure.beamon “Beam”
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 it429
- 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
- 1300beam spacingp1 · p01_r24
- 3770beam spacingp1 · p01_r24
- 1400stair/landing dimensionnot attributedp1 · p01_r24
- 225offsetnot attributedp1 · p01_r24
- 251angled dimensionp1 · 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
- (+) 10.200Mtop of beam elevationp1 · p01_r24
- 1:100scalenot attributedp1 · p01_r24
- (+) 13.800Mtop of beam elevationp1 · p01_r24
- 1:100scalep1 · p01_r24
- 1:100scalep1 · p01_r26
- 6101grid spacingnot attributedp1 · p01_r32
- 1237grid spacingnot attributedp1 · p01_r32
- 3950SCR roof beam layout horizontal dimensionp1 · p01_r32
- 1650SCR roof beam layout horizontal dimensionp1 · p01_r32
- 625SCR roof beam layout horizontal dimensionp1 · p01_r32
- 1950SCR roof beam layout vertical dimensionp1 · p01_r32
- 2650SCR roof beam layout vertical dimensionp1 · p01_r32
- 625SCR roof beam layout vertical dimensionp1 · p01_r32
- 5575SCR roof beam layout horizontal dimensionp1 · p01_r32
- 2025SCR roof beam layout horizontal dimensionp1 · p01_r32
- 1650LMR roof beam layout horizontal dimensionp1 · p01_r32
- 1950LMR roof beam layout vertical dimensionp1 · p01_r32
- 3950lower layout horizontal dimensionp1 · p01_r32
- 1650lower layout horizontal dimensionp1 · p01_r32
- 4500lower layout horizontal dimensionp1 · p01_r32
- 3625lower layout horizontal dimensionp1 · p01_r32
- 1625lower layout horizontal dimensionp1 · p01_r32
- 225lower layout horizontal dimensionp1 · p01_r32
- 5350lower layout vertical dimensionp1 · p01_r32
- 3400lower layout vertical dimensionp1 · p01_r32
- 1950lower layout vertical dimensionp1 · p01_r32
- 2650lower layout vertical dimensionp1 · p01_r32
- 4123lower layout vertical dimensionp1 · p01_r32
- 29965lower layout vertical dimensionp1 · p01_r32
- 1525lower layout vertical dimensionp1 · p01_r32
- 1440lower layout vertical dimensionp1 · p01_r32
- 2300lower layout horizontal dimensionp1 · p01_r32
- 1275lower layout horizontal dimensionp1 · p01_r32
- 875lower layout dimensionp1 · p01_r32
- 1600lower layout dimensionp1 · p01_r32
- 1800lower layout dimensionp1 · p01_r32
- 1400lower layout dimensionp1 · p01_r32
- 3215lower layout dimensionp1 · p01_r32
- 3578lower layout dimensionp1 · p01_r32
- 4443lower layout dimensionp1 · p01_r32
- 625lower layout dimensionp1 · p01_r32
- 740lower layout dimensionp1 · p01_r32
- 0.1L2beam end lengthp1 · p01_r04
- 0.15L2beam end lengthp1 · p01_r04
- CL1lengthp1 · p01_r04
- (CL1 + 300mm) OR 0.25 L1minimum length criterionp1 · p01_r04
- 0.25L1beam lengthp1 · p01_r04
- 0.15L1beam lengthp1 · p01_r04
- 0.25L2beam lengthp1 · p01_r04
- 0.15L2beam lengthp1 · p01_r04
- 0.1L2beam end lengthp1 · p01_r04
- ST1span designationp1 · p01_r04
- ST2span designationp1 · p01_r04
- L1beam length designationp1 · p01_r04
- L2beam length designationp1 · p01_r04
- 250partial dimensionnot attributedp1 · p01_r04
- 250 MMFloor beam width Bp1 · p01_r06
- 450 MMFloor beam depth Dp1 · p01_r06
- 2-Y16Support top reinforcementp1 · p01_r06
- 2-Y16Support bottom reinforcementp1 · p01_r06
- 2-Y16Span top reinforcementp1 · p01_r06
- 2-Y16Span bottom reinforcementp1 · p01_r06
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r06
- 250 MMFloor beam width Bp1 · p01_r06
- 450 MMFloor beam depth Dp1 · p01_r06
- 2-Y16 +2-Y16Support top reinforcementp1 · p01_r06
- 2-Y16Support bottom reinforcementp1 · p01_r06
- 2-Y16Span top reinforcementp1 · p01_r06
- 2-Y16 +2-Y16Span bottom reinforcementp1 · p01_r06
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r06
- 250 MMFloor beam width Bp1 · p01_r06
- 450 MMFloor beam depth Dp1 · p01_r06
- 2-Y16Support top reinforcementp1 · p01_r06
- 2-Y16Support bottom reinforcementp1 · p01_r06
- 2-Y16Span top reinforcementp1 · p01_r06
- 250dimensionnot attributedp1 · p01_r18
- 250dimensionnot attributedp1 · p01_r18
- 1 : 25scalep1 · p01_r18
- 400FB4 section depthp1 · p01_r10
- 250FB4 section widthp1 · p01_r10
- 2-Y16(ALTh.)FB4 longitudinal reinforcementp1 · p01_r10
- Y8@150 C/CFB4 link reinforcementp1 · p01_r10
- 450FB5 section depthp1 · p01_r10
- 300FB5 section widthp1 · p01_r10
- 4-Y16(ALTh.)FB5 longitudinal reinforcementp1 · p01_r10
- Y8@150 C/CFB5 link reinforcementp1 · p01_r10
- 600brick wall/foundation vertical dimensionnot attributedp1 · p01_r10
- 450wall/pedestal widthnot attributedp1 · p01_r10
- 250pedestal widthnot attributedp1 · p01_r10
- 100 THK.P.C.C. thicknessnot attributedp1 · p01_r10
- 75 THK.B.F.S thicknessnot attributedp1 · p01_r10
- 1500section vertical dimensionnot attributedp1 · p01_r10
- 1000section vertical dimensionnot attributedp1 · p01_r10
- 800section vertical dimensionnot attributedp1 · p01_r10
- 500partial beam-detail widthp1 · p01_r10
- 300partial beam-detail depthp1 · p01_r10
- 150 C/Cpartial beam-detail reinforcementp1 · p01_r10
- 0.1L2beam end lengthp1 · p01_r04 typical beam bar arrangement and bend details
- 0.15L2beam end lengthp1 · p01_r04 typical beam bar arrangement and bend details
- CL1 + 300mm OR 0.25 L1cantilever / support length criterionp1 · p01_r04 typical beam bar arrangement and bend details
- 0.25L1beam lengthp1 · p01_r04 typical beam bar arrangement and bend details
- 0.25L2beam lengthp1 · p01_r04 typical beam bar arrangement and bend details
- 0.25L2beam lengthp1 · p01_r04 typical beam bar arrangement and bend details
- 0.15L1beam lengthp1 · p01_r04 typical beam bar arrangement and bend details
- 0.15L1beam lengthp1 · p01_r04 typical beam bar arrangement and bend details
- 0.15L2beam lengthp1 · p01_r04 typical beam bar arrangement and bend details
- 0.1L2beam end lengthp1 · p01_r04 typical beam bar arrangement and bend details
- CL1beam lengthp1 · p01_r04 typical beam bar arrangement and bend details
- ST1beam segmentp1 · p01_r04 typical beam bar arrangement and bend details
- ST2beam segmentp1 · p01_r04 typical beam bar arrangement and bend details
- ST1beam segmentp1 · p01_r04 typical beam bar arrangement and bend details
- ST1beam segmentp1 · p01_r04 typical beam bar arrangement and bend details
- ST2beam segmentp1 · p01_r04 typical beam bar arrangement and bend details
- ST1beam segmentp1 · p01_r04 typical beam bar arrangement and bend details
- L1beam lengthp1 · p01_r04 typical beam bar arrangement and bend details
- L2beam lengthp1 · p01_r04 typical beam bar arrangement and bend details
- EL (±) 0.000 ME.G.L. elevationnot attributedp1 · p01_r04 typical beam bar arrangement and bend details
- 250 MMFloor beam size Bp1 · p01_r06 reinforcement schedule table for rcc columns
- 450 MMFloor beam size Dp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-Y16Support top reinforcementp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-Y16Support bottom reinforcementp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-Y16Span top reinforcementp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-Y16Span bottom reinforcementp1 · p01_r06 reinforcement schedule table for rcc columns
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r06 reinforcement schedule table for rcc columns
- 250 MMFloor beam size Bp1 · p01_r06 reinforcement schedule table for rcc columns
- 450 MMFloor beam size Dp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-Y16 +2-Y16Support top reinforcementp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-Y16Support bottom reinforcementp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-Y16Span top reinforcementp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-Y16 +2-Y16Span bottom reinforcementp1 · p01_r06 reinforcement schedule table for rcc columns
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r06 reinforcement schedule table for rcc columns
- 450FB1 support section depthp1 · p01_r08 bar anchorage detail at roof level external joint
- 250FB1 support section widthp1 · p01_r08 bar anchorage detail at roof level external joint
- 450FB1 span section depthp1 · p01_r08 bar anchorage detail at roof level external joint
- 250FB1 span section widthp1 · p01_r08 bar anchorage detail at roof level external joint
- 400FB1 right support section depthp1 · p01_r08 bar anchorage detail at roof level external joint
- 250FB1 right support section widthp1 · p01_r08 bar anchorage detail at roof level external joint
- 450FB2 support section depthp1 · p01_r08 bar anchorage detail at roof level external joint
- 250FB2 support section widthp1 · p01_r08 bar anchorage detail at roof level external joint
- 450FB2 span section depthp1 · p01_r08 bar anchorage detail at roof level external joint
- 250FB2 span section widthp1 · p01_r08 bar anchorage detail at roof level external joint
- 450FB2 right support section depthp1 · p01_r08 bar anchorage detail at roof level external joint
- 300FB2 right support section widthp1 · p01_r08 bar anchorage detail at roof level external joint
- 450FB3 support section depthp1 · p01_r08 bar anchorage detail at roof level external joint
- 250FB3 support section widthp1 · p01_r08 bar anchorage detail at roof level external joint
- 450FB3 span section depthp1 · p01_r08 bar anchorage detail at roof level external joint
- 250FB3 span section widthp1 · p01_r08 bar anchorage detail at roof level external joint
- 400beam section depthnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 250beam section widthnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 450beam section depthnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 250beam section widthnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 450beam section depthnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 250beam section widthnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 1400floor-level horizontal dimensionp1 · p01_r16 sectional rebar detail of staircase flights
- 300floor-level horizontal dimensionp1 · p01_r16 sectional rebar detail of staircase flights
- 450beam/slab thicknessp1 · p01_r16 sectional rebar detail of staircase flights
- 1150floor-level horizontal dimensionp1 · p01_r16 sectional rebar detail of staircase flights
- 250beam widthp1 · p01_r16 sectional rebar detail of staircase flights
- 3950horizontal grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 1650horizontal grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 4500horizontal grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 225horizontal grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 3400vertical grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 1950vertical grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 2650vertical grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 2965vertical grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 4125vertical grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 5750vertical grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 6181vertical grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 1237vertical grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 4903sloping grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 2554sloping grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 257sloping grid dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 3950partial adjacent-plan horizontal dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 1950partial adjacent-plan vertical dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 625partial adjacent-plan horizontal dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 2650partial adjacent-plan vertical dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 625partial adjacent-plan vertical dimensionnot attributedp1 · p01_r16 sectional rebar detail of staircase flights
- 250 MMSize (B)p1 · p01_r20 reinforcement schedule for tie beams
- 450 MMSize (D)p1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Support top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Support bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Span top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Span bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r20 reinforcement schedule for tie beams
- 250 MMSize (B)p1 · p01_r20 reinforcement schedule for tie beams
- 450 MMSize (D)p1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16 +2-Y16Support top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Support bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Span top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16 +2-Y16Span bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r20 reinforcement schedule for tie beams
- 250 MMSize (B)p1 · p01_r20 reinforcement schedule for tie beams
- 450 MMSize (D)p1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16 +2-Y16Support top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Support bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Span top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Span bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r20 reinforcement schedule for tie beams
- 250 MMSize (B)p1 · p01_r20 reinforcement schedule for tie beams
- 400 MMSize (D)p1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Support top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Support bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Span top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2-Y16Span bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r20 reinforcement schedule for tie beams
- 300 MMSize (B)p1 · p01_r20 reinforcement schedule for tie beams
- 450 MMSize (D)p1 · p01_r20 reinforcement schedule for tie beams
- 4-Y16Support top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 4-Y16Support bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 4-Y16Span top reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 4-Y16Span bottom reinforcementp1 · p01_r20 reinforcement schedule for tie beams
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r20 reinforcement schedule for tie beams
- 250FB3p1 · p01_r22 framing plan of third floor beams
- 450FB3p1 · p01_r22 framing plan of third floor beams
- 250FB4p1 · p01_r22 framing plan of third floor beams
- 400FB4p1 · p01_r22 framing plan of third floor beams
- 300FB5p1 · p01_r22 framing plan of third floor beams
- 450FB5p1 · 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
- 251angled dimensionp1 · 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
- (+) 13.800Melevationp1 · p01_r24 scr roof beam layout
- 1:100scalep1 · p01_r24 scr roof beam layout
- 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
- (+) 13.800Mtop of beam levelp1 · p01_r26 3rd floor beam layout
- 1:100scalep1 · p01_r26 3rd floor beam layout
- 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
- (+) 13.800Mtop of beam elevationp1 · p01_r28 framing plan of lift machine room roof beams
- 1:100scalep1 · 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
- 3950Grid spacing A to Cnot attributedp1 · p01_r34 dimension and reinforcement table for pile caps
- 1650Grid spacing C to Dnot attributedp1 · p01_r34 dimension and reinforcement table for pile caps
- 4500Grid spacing D to Fnot attributedp1 · p01_r34 dimension and reinforcement table for pile caps
- 3625Grid spacing F to Gnot attributedp1 · p01_r34 dimension and reinforcement table for pile caps
- 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
- 1600vertical dimensionp1 · p01_r38 1st floor beam layout
- 1800vertical dimensionp1 · 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
- 740horizontal dimensionp1 · p01_r38 1st floor beam layout
- 1400horizontal dimensionp1 · p01_r38 1st floor beam layout
- 552diagonal dimensionp1 · p01_r38 1st floor beam layout
- 5578diagonal dimensionp1 · 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
- 2300horizontal dimensionp1 · p01_r38 1st floor beam layout
- 1275horizontal dimensionp1 · p01_r38 1st floor beam layout
- 87vertical dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 257diagonal dimensionp1 · p01_r38 1st floor beam layout
- 226diagonal dimensionp1 · 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
- 1650roof beam layout horizontal dimensionp1 · p01_r27
- 1950roof beam layout vertical dimensionp1 · p01_r27
- 625partial dimensionnot attributedp1 · p01_r27
- 250FB3 schedule valuep1 · p01_r22
- 450FB3 schedule valuep1 · p01_r22
- 2-Y16 +2-Y16FB3 reinforcementp1 · p01_r22
- 2-Y16FB3 reinforcementp1 · p01_r22
- 2-Y16FB3 reinforcementp1 · p01_r22
- 2-Y16FB3 reinforcementp1 · p01_r22
- 250FB4 schedule valuep1 · p01_r22
- 400FB4 schedule valuep1 · p01_r22
- 2-Y16FB4 reinforcementp1 · p01_r22
- 2-Y16FB4 reinforcementp1 · p01_r22
- 2-Y16FB4 reinforcementp1 · p01_r22
- 2-Y16FB4 reinforcementp1 · p01_r22
- 300FB5 schedule valuep1 · p01_r22
- 450FB5 schedule valuep1 · p01_r22
- 4-Y16FB5 reinforcementp1 · p01_r22
- 4-Y16FB5 reinforcementp1 · p01_r22
- 4-Y16FB5 reinforcementp1 · p01_r22
- 4-Y16FB5 reinforcementp1 · p01_r22
- (+) 13.800MTop of beam levelp1 · p01_r28
- 1:100Scalep1 · p01_r28
- 450FB3 section depthp1 · p01_r16
- 250FB3 section widthp1 · p01_r16
- 2-Y16FB3 longitudinal reinforcementp1 · p01_r16
- +2-Y16FB3 extra top reinforcementp1 · p01_r16
- 450B13 depthp1 · p01_r16
- 250B13 widthp1 · p01_r16
- 250 MMBeam width (B)p1 · p01_r20
- 450 MMBeam depth (D)p1 · p01_r20
- 2-Y16Support top reinforcementp1 · p01_r20
- 2-Y16Support bottom reinforcementp1 · p01_r20
- 2-Y16Span top reinforcementp1 · p01_r20
- 2-Y16Span bottom reinforcementp1 · p01_r20
- 2L-Y8 @ 150 C/CStirrup reinforcementp1 · p01_r20
- 250 MMBeam width (B)p1 · p01_r20
- 450 MMBeam depth (D)p1 · p01_r20
- 2-Y16 +2-Y16Support top reinforcementp1 · p01_r20
- 2-Y16Support bottom reinforcementp1 · p01_r20
- 2-Y16Span top reinforcementp1 · p01_r20
- 2-Y16 +2-Y16Span bottom reinforcementp1 · p01_r20
- 2L-Y8 @ 150 C/CStirrup reinforcementp1 · p01_r20
- 250 MMBeam width (B)p1 · p01_r20
- 450 MMBeam depth (D)p1 · p01_r20
- 2-Y16 +2-Y16Support top reinforcementp1 · p01_r20
- 2-Y16Support bottom reinforcementp1 · p01_r20
- 2-Y16Span top reinforcementp1 · p01_r20
- 2-Y16Span bottom reinforcementp1 · p01_r20
- 2L-Y8 @ 150 C/CStirrup reinforcementp1 · p01_r20
- 250 MMBeam width (B)p1 · p01_r20
- 400 MMBeam depth (D)p1 · p01_r20
- 2-Y16Support top reinforcementp1 · p01_r20
- 2-Y16Support bottom reinforcementp1 · p01_r20
- 2-Y16Span top reinforcementp1 · p01_r20
- 2-Y16Span bottom reinforcementp1 · p01_r20
- 2L-Y8 @ 150 C/CStirrup reinforcementp1 · p01_r20
- 300 MMBeam width (B)p1 · p01_r20
- 450 MMBeam depth (D)p1 · p01_r20
- 4-Y16Support top reinforcementp1 · p01_r20
- 4-Y16Support bottom reinforcementp1 · p01_r20
- 4-Y16Span top reinforcementp1 · p01_r20
- 4-Y16Span bottom reinforcementp1 · p01_r20
- 2L-Y8 @ 150 C/CStirrup reinforcementp1 · p01_r20
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)
- p1CONFINED JOINT WITH BEAMS FRAMING INTO ALL FOUR SIDES CONFINING REINFORCEMENT
- p1NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.
- p1(CL1 + 300mm) OR 0.25 L1 (WHICH EVER IS HIGHER)
- p1(d = DIA OF STIRRUP BAR)
- p1END BEAM COLUMN JUNCTION
- p1Ld+10db (TYP)
- p1EFFECTIVE LENGTH OF COLUMN (L)
- p1FOR CONTINUOUS BEAM COLUMN JUNCTION
- p1BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION
- p1DISTRIBUTION BAR
- p1TOP ALTERNATE BAR
- p1TOP BAR
- p1ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C
- p1GRADE OF CONCRETE - M25
- p1CHAIR PROVIDED
- p1BINDING STEEL AROUND PILE BAR
- p1SHEAR REINF.
- p1(WHICH EVER IS HIGHER)
- p14–Y16(ALTh.)
- p11 – Y16
- p1BAR
- p1BOT. BA
- p12-Y16(ALTh.) +1-Y16(EXT.BOT.)
- p12-Y16(ALTh.) +2-Y16(EXT.TOP)
- p1Y12 @ 150 C/C
- p1SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS
- p1MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400KG/M³
- p1TYPICAL SECTIONAL DETAILS OF STAIR
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r38Plan
- floor beamFB1linearMultiple horizontal, vertical, and diagonal beam runs are labelled FB1.
- floor beamFB2linearMultiple beam runs are labelled FB2.
- floor beamFB3linearVertical beam run at the upper central-left area is labelled FB3.
- floor beamFB4linearMultiple short beam runs are labelled FB4.
- floor beamFB5linearVertical beam runs at the right side are labelled FB5.
- half landing beam×1linearCalled out adjacent to the stair flight.
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
- beamFB1linear rectangular beam runRepeated throughout the framing plan, including perimeter, internal, and diagonal runs.
- beamFB2linear rectangular beam runVisible at the right-side internal framing and near the stair/landing area.
- beamFB3linear rectangular beam runVisible in the upper-right bay.
- beamFB4linear rectangular beam runVisible around the central opening/landing and at the lower-right diagonal connection.
- beamFB5linear rectangular beam runVisible in the central-right framing.
- half landing beam×1linear rectangular beam runCallout adjacent to the stair flight.
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
- BeamFB1rectangularRepeated beam designation throughout the layout, including diagonal perimeter beam segments.
- BeamFB2rectangularRepeated beam designation in the left and central portions of the layout.
- BeamFB3rectangularTwo beam segments are shown at the upper-right projection.
- BeamFB4rectangularRepeated short beam segments around the central upper bays and stair/landing area.
- BeamFB5rectangularRepeated beam designation at the central-right bays.
- Half landing beam×1rectangularMarked "HALF LANDING BEAM" beside the stair opening.
3950 Grid spacing1650 Grid spacing4500 Grid spacing3625 Grid spacing1625 Grid spacing225 Offset3400 Grid spacing1950 Grid spacing+36 more
p01_r08Detail
- FB1 member sectionFB1×3rectangularreinforced concreteTwo support sections and one span section are visible; the right support section is partly cropped.
- FB2 member sectionFB2×3rectangularreinforced concreteTwo support sections and one span section are visible; the right support section is partly cropped.
- FB3 member sectionFB3×2rectangularreinforced concreteOne support section and one span section are visible.
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_r13Detail
- Beam×3rectangularreinforced concreteOne beam frames into the column from the right at the upper joint; beam portions are shown on both sides at the lower joint.
750 (l₀)750 (l₀)750 (l₀)750 (l₀)h₁ SPLICE
p01_r24Plan
- beamFB1linearRepeated beam designation throughout the layouts.
- beamFB2linearShown in the roof beam layout.
- beamFB3linearShown in the partial layout at left.
- beamFB4linear, including angled portionsShown adjacent to stair framing and at angled perimeter portions.
- beamFB5linearShown in the layouts.
- half landing beam×1linearLabelled beside the stair landing.
4500 grid spacing3625 grid spacing1625 grid spacing225 grid offset3215 vertical grid spacing5350 vertical dimension225 offset4123 vertical dimension+32 more
p01_r26Plan
- floor beamFB1rectangular linearShown in the 3RD FLOOR BEAM LAYOUT and ROOF BEAM LAYOUT.
- floor beamFB2rectangular linearShown in the 3RD FLOOR BEAM LAYOUT and ROOF BEAM LAYOUT.
- floor beamFB3rectangular linearVisible at the upper-right portion of the 3RD FLOOR BEAM LAYOUT.
- floor beamFB4rectangular linearLocated around the stair/half-landing opening.
- floor beamFB5rectangular linearVisible in the right-hand bays of the 3RD FLOOR BEAM LAYOUT.
- half landing beamFB1rectangular linearCalled out beside the stair opening.
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
- roof beamFB1rectangularRepeated beam tag shown in SCR, LMR, and lower cropped layouts.
- roof beamFB2rectangularShown in lower cropped layout.
- roof beamFB3rectangularShown in lower cropped layout.
- roof beamFB4rectangularShown in lower cropped layouts.
- landing beam×2rectangularMarked LANDING BEAM in the 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_r04Detail
- beam×1rectangular longitudinal memberreinforced concreteTypical longitudinal reinforcement detail; beam continues across the crop.
0.1L2 beam end length0.15L2 beam end lengthCL1 length(CL1 + 300mm) OR 0.25 L1 minimum length criterion50 (MAX) maximum spacing0.25L1 beam length0.15L1 beam length0.25L2 beam length+22 more
p01_r06Schedule
- Floor beamFB1rectangularListed in partial schedule of floor beams.
- Floor beamFB2rectangularListed in partial schedule of floor beams.
- Floor beamFB3rectangularOnly the upper portion of this schedule row is visible.
- BeamrectangularShown framing into the column in the ductile junction detail.
300 X 500 Column size B x D4-Y20 +4-Y16 Column reinforcement from foundation to 1st floor4-Y20 +4-Y16 Column reinforcement from 2nd floor to above roof500 Column section dimension300 Column section dimension2-TIES Y8 @100 C/C Stirrup arrangement near junction2-TIES Y8 @200 C/C Stirrup arrangement rest portion300 X 500 Column size B x D+66 more
p01_r03Section
- beam/support projection×3rectangularUnlabelled vertical rectangular members shown below the slab.
- rectangular memberrectangularOnly a partial adjacent detail is visible at the left edge of the crop.
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_r11Detail
- Floor beam sectionFB1×4rectangularTwo complete sections are shown at SUPPORT and SPAN; two additional lower sections are cut off by the crop.
450 Section depth250 Section width2-Y16(ALTh.) Top longitudinal reinforcementY8@150 C/C Link reinforcement spacing2-Y16(ALTh.) Bottom longitudinal reinforcement450 Section depth250 Section width2-Y16(ALTh.) Top longitudinal reinforcement+8 more
p01_r18Detail
- Floor beamFB3×1stepped profile, partialOnly a portion of the beam/detail profile is visible in this crop.
250 dimension250 dimension1 : 25 scale0 C/C spacing, partial text150 C/C spacing
p01_r25Plan
- floor beamFB1rectangularMultiple FB1 members are shown in the partial plan.
- floor beamFB2rectangularMultiple FB2 members are shown in the partial plan.
- floor beamFB4rectangularMultiple FB4 members are shown in the partial plan.
- landing beam×1rectangularLabelled LANDING BEAM adjacent to the stair/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_r15Detail
- floor beam reinforcement sectionFB2×1rectangularreinforced concreteSupport section shown.
- longitudinal reinforcement barsFB2×6straight barsSupport section: 2-Y16 (ALTH.) and +2-Y16 (EX.TOP) at top; 2-Y16 (ALTH.) at bottom.
- stirrupsFB2rectangular closed linkSupport section, Y8@150 C/C.
- floor beam reinforcement sectionFB2×1rectangularreinforced concreteSpan section shown.
- longitudinal reinforcement barsFB2×6straight barsSpan section: 2-Y16 (ALTH.) at top; 2-Y16 (ALTH.) and +2-Y16 (EX.BOT.) at bottom.
- stirrupsFB2rectangular closed linkSpan section, Y8@150 C/C.
- floor beam reinforcement sectionFB3×1rectangularreinforced concreteSupport section shown.
- longitudinal reinforcement barsFB3×6straight barsSupport section: 2-Y16 (ALTH.) and +2-Y16 (EX.TOP) at top; 2-Y16 (ALTH.) at bottom.
- stirrupsFB3rectangular closed linkSupport section, Y8@150 C/C.
- floor beam reinforcement sectionFB3×1rectangularreinforced concreteSpan section shown.
- longitudinal reinforcement barsFB3×4straight barsSpan section: 2-Y16 (ALTH.) at top and 2-Y16 (ALTH.) at bottom.
- stirrupsFB3rectangular closed linkSpan section, Y8@150 C/C.
450 section depth250 section width+2-Y16(EX.TOP) reinforcement calloutY8@150 C/C stirrup spacing2-Y16(ALTH.) reinforcement callout2-Y16(ALTH.) reinforcement callout450 section depth250 section width+17 more
p01_r10Section
- beamB16×1rectangularreinforced concreteOnly a partial detail is visible at lower left.
400 FB4 section depth250 FB4 section width2-Y16(ALTh.) FB4 longitudinal reinforcementY8@150 C/C FB4 link reinforcement450 FB5 section depth300 FB5 section width4-Y16(ALTh.) FB5 longitudinal reinforcementY8@150 C/C FB5 link reinforcement+30 more
p01_r03 typical longitudinal reinforcement section through slabSection
- supporting beam×3rectangularThree beam sections are visible below the slab.
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_r04 typical beam bar arrangement and bend detailsDetail
- beam×1rectangular longitudinal elevationTypical beam reinforcement detail; beam extends across two labeled lengths, L1 and L2.
0.1L2 beam end length0.15L2 beam end lengthCL1 + 300mm OR 0.25 L1 cantilever / support length criterion50 (MAX) maximum spacing0.25L1 beam length0.25L2 beam length0.25L2 beam length0.15L1 beam length+24 more
p01_r06 reinforcement schedule table for rcc columnsSchedule
- floor beamFB1, FB2rectangularOnly two floor-beam schedule rows are visible; crop cuts off the schedule below FB2.
1:25 Schedule scale300 X 500 Column size B X D4-Y20 +4-Y16 Column longitudinal reinforcement, foundation to 1st floor4-Y20 +4-Y16 Column longitudinal reinforcement, 2nd floor to above roof500 Column section dimension300 Column section dimension2-TIES Y8 @100 C/C Near-junction ties2-TIES Y8 @200 C/C Rest-portion ties+62 more
p01_r08 bar anchorage detail at roof level external jointDetail
- FB1 beam sectionFB1×3rectangularTwo sections are labelled SUPPORT and one is labelled SPAN.
- FB2 beam sectionFB2×3rectangularTwo sections are labelled SUPPORT and one is labelled SPAN.
- FB3 beam sectionFB3×2rectangularOne SUPPORT and one SPAN section are visible.
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_r11 reinforcement cross section of floor beam fb1Detail
- FB1 reinforced concrete beam sectionFB1rectangularreinforced concreteTwo complete sections are shown at SUPPORT and SPAN; additional lower sections are only partially visible in the crop.
450 section depth250 section width2-Y16(ALTh.) main reinforcementY8@150 C/C stirrup spacing2-Y16(ALTh.) main reinforcement450 section depth250 section width2-Y16(ALTh.) main reinforcement+6 more
p01_r12 typical ductile detail of beam column junctionDetail
- beam×2rectangularOne beam frames into each side of the column at separate junctions.
8Φ LINK @150 C/C LINK750 (10)8Φ LINK @120 C/C LINKLd+10db (TYP)8Φ LINK @120 C/C LINK750 (10)8Φ LINK @120 C/C LINK8Φ LINK @150 C/C LINK+9 more
p01_r13 typical ductile detail of beam column junctionDetail
- beam×3rectangularOne beam segment frames into the column at the upper joint on the right; beam segments frame into the lower joint from both sides.
750 (lo)750 (lo)750 (lo)750 (lo) SPLICE h
p01_r15 reinforcement cross section of floor beam fb2Detail
- reinforced member section outlineFB2×2rectangularSupport and span reinforcement sections are shown.
- reinforced member section outlineFB3×2rectangularSupport and span reinforcement sections are shown.
250 section width450 section depth150 Y8 reinforcing link spacing250 section width450 section depth150 Y8 reinforcing link spacing250 section width450 section depth+6 more
p01_r16 sectional rebar detail of staircase flightsDetail
- reinforced concrete beam reinforcement section×3rectangularThree small rectangular reinforcement cross-sections are visible at the top of the crop; the leftmost related detail title is partial.
- beam at floor levelB13×1rectangularreinforced concreteShown at the lower stair landing/floor-level junction.
- beam at floor levelB16×1rectangularreinforced concretePartially visible at right edge of stair section.
400 beam section depth250 beam section width450 beam section depth250 beam section width450 beam section depth250 beam section width150 C/C reinforcement spacing150 C/C reinforcement spacing+33 more
p01_r18 reinforcement cross section of floor beam fb3Detail
- Stepped structural member/profileFB3×1stepped upper edge with sloping lower edgeOnly a partial portion of the detail is visible in this crop.
1 : 25 SCALE
p01_r20 reinforcement schedule for tie beamsSchedule
- floor beamFB1rectangularreinforced concrete
- floor beamFB2rectangularreinforced concrete
- floor beamFB3rectangularreinforced concrete
- floor beamFB4rectangularreinforced concrete
- floor beamFB5rectangularreinforced concrete
250 MM Size (B)450 MM Size (D)2-Y16 Support top reinforcement2-Y16 Support bottom reinforcement2-Y16 Span top reinforcement2-Y16 Span bottom reinforcement2L-Y8 @ 150 C/C Stirrup250 MM Size (B)+27 more
p01_r22 framing plan of third floor beamsSchedule
- scheduled memberFB3Only a partial row of an upper schedule is visible.
- scheduled memberFB4Only a partial row of an upper schedule is visible.
- scheduled memberFB5Only a partial row of an upper schedule is visible.
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 beamFB1linear, including angled perimeter runsRepeated beam designation throughout the layout.
- floor beamFB2linearRepeated beam designation.
- floor beamFB3linear, including perimeter returnShown at the upper-right perimeter.
- floor beamFB4linearShort internal beam runs.
- floor beamFB5linearShown in the right-central portion of the plan.
- landing beam×1linearLabelled LANDING BEAM beside the stair flight.
3950 grid spacing1650 grid spacing4500 grid spacing3625 grid spacing1625 grid spacing225 offset3400 grid spacing1950 grid spacing+28 more
p01_r24 scr roof beam layoutPlan
- beamFB1linear rectangularRepeated beam designation throughout both visible layouts.
- beamFB2linear rectangularVisible at the upper and stair/landing portions of the roof beam layout.
- beamFB3linear rectangularVisible in the left-hand partial beam layout.
- beamFB4linear rectangularVisible adjacent to the stair opening in the roof beam layout.
- beamFB5linear rectangularVisible in both layouts.
- half landing beam×1linear rectangularCallout points to the stair landing beam in the roof beam layout.
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
- half landing beam×1rectangularShown in partial plan.
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
- floor beamFB1linear rectangular beam layoutRepeated in the 3rd-floor beam layout.
- floor beamFB2linear rectangular beam layoutRepeated in the 3rd-floor beam layout.
- floor beamFB3linear rectangular beam layoutVisible at the upper-right portion of the 3rd-floor layout.
- floor beamFB4linear rectangular beam layoutVisible around the stair/landing opening.
- floor beamFB5linear rectangular beam layoutVisible in the central and lower-right portions of the 3rd-floor layout.
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
- roof beam layoutFBI×4rectangular layoutPartial lower drawing shows four FBI-labelled perimeter beams around SI.
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 beamFB1linearRepeated along the dashed beam centre/edge lines; portions are cropped.
- roof beamFB2linearVisible in the left roof layout.
- roof beamFB4linearVisible around the small inset at the left roof layout.
- roof beamFB5linearVisible on the vertical line near grid F in 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
- roof beamFB1linear rectangular beam planRepeated throughout the SCR and LMR roof beam layouts.
- roof beamFB2linear rectangular beam planVisible in the lower roof beam layout plans.
- roof beamFB3linear rectangular beam planVisible in the central lower roof beam layout.
- roof beamFB4linear rectangular beam planVisible in the lower roof beam layout plans.
- roof beamFB5linear rectangular beam planVisible in the central lower roof beam layout.
- half landing beamrectangular beam/landing framingShown at the stair/landing area in the lower roof beam layouts.
350 pile cap dimension750 pile cap width1169 pile cap overall depth6181 grid spacing1237 grid spacing3950 grid spacing1650 grid spacing1950 vertical spacing+35 more
p01_r34 dimension and reinforcement table for pile capsPlan
- rectangular structural element×4rectangularOne solid dark rectangular element is located centrally within each visible P-3 pile group; it is not labelled.
450 Ø Diameter of pile-18.000M. Termination level6 - Y16 Reinforcement32.50 M.T. Capacity3950 Grid spacing A to C1650 Grid spacing C to D4500 Grid spacing D to F3625 Grid spacing F to G+10 more
p01_r38 1st floor beam layoutPlan
- half landing beam×1rectangularShown as a closely spaced lined rectangular area.
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
- half landing beam×1rectangular hatched beam areaShown at the left-centre of the crop and labelled HALF LANDING BEAM.
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
- roof beamFBI×4rectangularPartially visible LMR roof beam layout shows FBI on all four sides.
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
- FB schedule itemFB3Only a partial row of an unidentified schedule is visible.
- FB schedule itemFB4Only a partial row of an unidentified schedule is visible.
- FB schedule itemFB5Only a partial row of an unidentified schedule is visible.
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
- Roof beamFB1linear rectangular beam linesRepeated throughout both roof beam layout plans; includes straight and diagonal runs.
- Roof beamFB2linear rectangular beam linesVisible at the upper-left and central-left portions of the main layout.
- Roof beamFB4linear rectangular beam linesVisible around the small inset/raised framing area in each layout.
- Roof beamFB5×2linear rectangular beam linesTwo vertical beam runs are visible in 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
- FB3 reinforced concrete beam reinforcement sectionFB3×1rectangularreinforced concreteShown with a SPAN reinforcement section.
- beamB13×1rectangularreinforced concreteAt lower landing adjacent to stair flight.
- beamB16×1rectangularreinforced concreteAt floor-level landing.
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
p01_r20Schedule
- Floor beamFB1rectangularreinforced concreteScheduled beam type.
- Floor beamFB2rectangularreinforced concreteScheduled beam type.
- Floor beamFB3rectangularreinforced concreteScheduled beam type.
- Floor beamFB4rectangularreinforced concreteScheduled beam type.
- Floor beamFB5rectangularreinforced concreteScheduled beam type.
250 MM Beam width (B)450 MM Beam depth (D)2-Y16 Support top reinforcement2-Y16 Support bottom reinforcement2-Y16 Span top reinforcement2-Y16 Span bottom reinforcement2L-Y8 @ 150 C/C Stirrup reinforcement250 MM Beam width (B)+29 more