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Beam

1 page · 43 crops · ×81 · superstructure
Unknown ontology domain "building". Supported: bridge, highway.

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

floor beamhalf landing beamHalf landing beamFB1 member sectionFB2 member sectionFB3 member sectionroof beamlanding beamFloor beambeam/support projectionrectangular memberFloor beam sectionfloor beam reinforcement sectionsupporting beamFB1 beam sectionFB2 beam sectionFB3 beam sectionFB1 reinforced concrete beam sectionreinforced member section outlinebeam at floor levelreinforced concrete beam reinforcement sectionStepped structural member/profilescheduled memberroof beam layoutrectangular structural elementFB schedule itemRoof beamFB3 reinforced concrete beam reinforcement sectionFB1FB2FB3FB4FB5B16FB1, FB2B13FBI

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

crop

p01_r38

page 1 · 1st_floor_beam_layout_p01_r38
Original
p01_r38
{
  "view": "Plan",
  "objects": [
    {
      "name": "column/support",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 18,
      "note": "Shown as solid dark square supports at beam intersections; count is for supports visible in this crop."
    },
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple horizontal, vertical, and diagonal beam runs are labelled FB1."
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are labelled FB2."
    },
    {
      "name": "floor beam",
      "tag": "FB3",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Vertical beam run at the upper central-left area is labelled FB3."
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple short beam runs are labelled FB4."
    },
    {
      "name": "floor beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Vertical beam runs at the right side are labelled FB5."
    },
    {
      "name": "floor slab panel",
      "tag": "SI",
      "shape": "rectangular/irregular",
      "material": "",
      "count": 15,
      "note": "SI callouts occur in multiple slab areas; some panels are irregular adjacent to diagonal beams."
    },
    {
      "name": "floor slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "floor slab panel",
      "tag": "S3",
      "shape": "rectangular/irregular",
      "material": "",
      "count": 4,
      "note": "S3 callouts are visible at the upper edge, lower left, bottom centre, and diagonal lower-right area."
    },
    {
      "name": "floor slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular with parallel treads",
      "material": "",
      "count": 1,
      "note": "Located beside the HALF LANDING BEAM callout."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Called out adjacent to the stair flight."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "Between grids A and C"
    },
    {
      "label": "horizontal grid dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "Between grids C and D"
    },
    {
      "label": "horizontal grid dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "Between grids D and F"
    },
    {
      "label": "horizontal grid dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "To the right of grid F; partial continuation"
    },
    {
      "label": "horizontal offset",
      "value": "+225",
      "unit": "",
      "appliesTo": "At grid F"
    },
    {
      "label": "overall vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "Upper-left vertical dimension"
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "Left-side vertical dimension"
    },
    {
      "label": "vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "Left-side vertical dimension"
    },
    {
      "label": "vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "Between grid lines 1 and 2"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "Between grid lines 2 and 3"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Between grid lines 3 and 4"
    },
    {
      "label": "vertical dimension",
      "value": "2995",
      "unit": "",
      "appliesTo": "Between grid lines 4 and 5"
    },
    {
      "label": "vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "Between grid lines 7 and 9"
    },
    {
      "label": "vertical offset",
      "value": "1125",
      "unit": "",
      "appliesTo": "At left of grid 2"
    },
    {
      "label": "vertical offset",
      "value": "1525",
      "unit": "",
      "appliesTo": "At HALF LANDING BEAM area"
    },
    {
      "label": "vertical dimension",
      "value": "1440",
      "unit": "",
      "appliesTo": "Between grid lines 5 and 6"
    },
    {
      "label": "vertical dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "Between grid lines 6 and 7"
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "Upper central FB2/FB3 area"
    },
    {
      "label": "vertical dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "Central FB2 area"
    },
    {
      "label": "vertical offset",
      "value": "207",
      "unit": "",
      "appliesTo": "At grid 4 near FB2"
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "At stair/UP STANDING area"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "At stair/UP STANDING area"
    },
    {
      "label": "horizontal dimension",
      "value": "2300",
      "unit": "",
      "appliesTo": "Lower-left FB2 span"
    },
    {
      "label": "horizontal dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Lower-left FB2 span"
    },
    {
      "label": "vertical dimension",
      "value": "87",
      "unit": "",
      "appliesTo": "Near lower central support"
    },
    {
      "label": "diagonal dimension",
      "value": "1552",
      "unit": "",
      "appliesTo": "Diagonal FB1 area"
    },
    {
      "label": "diagonal dimension",
      "value": "5518",
      "unit": "",
      "appliesTo": "Diagonal FB1 area"
    },
    {
      "label": "diagonal dimension",
      "value": "226",
      "unit": "",
      "appliesTo": "Diagonal lower beam intersection"
    },
    {
      "label": "diagonal dimension",
      "value": "251",
      "unit": "",
      "appliesTo": "Diagonal/right support area"
    },
    {
      "label": "diagonal dimension",
      "value": "4443",
      "unit": "",
      "appliesTo": "Lower-right diagonal line"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Lower-right diagonal line"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Lower diagonal line"
    }
  ],
  "notes": [
    "(UP STANDING)",
    "HALF LANDING BEAM"
  ],
  "labels": [
    "A",
    "C",
    "D",
    "F",
    "I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'",
    "E'",
    "F'",
    "N"
  ],
  "description": "This crop is a structural floor framing plan showing a grid of floor beams labelled FB1 through FB5, slab panel designations SI, S2, S3, and S4, and square support locations. It includes a stair flight and a half landing beam in the left-central area, together with irregular diagonal framing along the lower-right portion of the plan."
}

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

crop

p01_r39

page 1 · 2nd_floor_beam_layout_p01_r39
Original
p01_r39
{
  "view": "Plan",
  "objects": [
    {
      "name": "column / vertical support symbol",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 21,
      "note": "Dark filled rectangular symbols occur at grid intersections and along the diagonal grid line."
    },
    {
      "name": "beam",
      "tag": "FB1",
      "shape": "linear rectangular beam run",
      "material": "",
      "count": null,
      "note": "Repeated throughout the framing plan, including perimeter, internal, and diagonal runs."
    },
    {
      "name": "beam",
      "tag": "FB2",
      "shape": "linear rectangular beam run",
      "material": "",
      "count": null,
      "note": "Visible at the right-side internal framing and near the stair/landing area."
    },
    {
      "name": "beam",
      "tag": "FB3",
      "shape": "linear rectangular beam run",
      "material": "",
      "count": null,
      "note": "Visible in the upper-right bay."
    },
    {
      "name": "beam",
      "tag": "FB4",
      "shape": "linear rectangular beam run",
      "material": "",
      "count": null,
      "note": "Visible around the central opening/landing and at the lower-right diagonal connection."
    },
    {
      "name": "beam",
      "tag": "FB5",
      "shape": "linear rectangular beam run",
      "material": "",
      "count": null,
      "note": "Visible in the central-right framing."
    },
    {
      "name": "slab area",
      "tag": "SI",
      "shape": "rectangular and irregular polygonal panels",
      "material": "",
      "count": null,
      "note": "Repeated slab-area designation; printed as \"SI\" in the crop."
    },
    {
      "name": "slab area",
      "tag": "S2",
      "shape": "rectangular panel",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "slab area",
      "tag": "S3",
      "shape": "rectangular and irregular polygonal panels",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "slab area",
      "tag": "S4",
      "shape": "rectangular panels",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel tread lines",
      "material": "",
      "count": 1,
      "note": "Located between the grid 3 and 4 lines at the left-center of the crop."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "linear rectangular beam run",
      "material": "",
      "count": 1,
      "note": "Callout adjacent to the stair flight."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Between grids A and C"
    },
    {
      "label": "horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Between grids C and D"
    },
    {
      "label": "horizontal grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Between grids D and F"
    },
    {
      "label": "horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Between grids F and G"
    },
    {
      "label": "horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": "From grid G to right-hand extension line"
    },
    {
      "label": "vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Between grid lines 1 and 2 at left"
    },
    {
      "label": "vertical grid spacing",
      "value": "1900",
      "unit": "",
      "appliesTo": "Between grid lines 2 and 3 at left"
    },
    {
      "label": "vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "Between grid lines 3 and 4 at left"
    },
    {
      "label": "vertical grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Between grid lines 4 and 6 at left"
    },
    {
      "label": "vertical grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "Between grid lines 6 and 9 at left"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "Upper-right framing"
    },
    {
      "label": "vertical dimension",
      "value": "5390",
      "unit": "",
      "appliesTo": "Right-side grid dimension"
    },
    {
      "label": "vertical dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "Upper-right framing offset"
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "Right-side grid dimension"
    },
    {
      "label": "vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "Right-side grid dimension"
    },
    {
      "label": "vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "Right-side grid dimension"
    },
    {
      "label": "vertical dimension",
      "value": "2525",
      "unit": "",
      "appliesTo": "Central-right framing"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Right-side internal framing"
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "Right-side internal framing"
    },
    {
      "label": "horizontal dimension",
      "value": "1675",
      "unit": "",
      "appliesTo": "Between central-right support lines"
    },
    {
      "label": "horizontal dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "Between central-right support lines"
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "Stair/landing framing"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Stair/landing framing"
    },
    {
      "label": "diagonal dimension",
      "value": "1709",
      "unit": "",
      "appliesTo": "Lower-right diagonal framing"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "Lower-right diagonal framing"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Lower diagonal grid line"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Lower diagonal grid line"
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "C",
    "D",
    "F",
    "G",
    "E'",
    "F'",
    "G'",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "I",
    "N"
  ],
  "description": "This crop is a structural framing plan showing a grid-based layout of beams identified FB1 through FB5, slab-area designations, and rectangular vertical-support symbols. It includes a stair flight with a HALF LANDING BEAM callout and a lower-right diagonal portion of the framing grid."
}

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

crop

p01_r23

page 1 · 3rd_floor_beam_layout_p01_r23
Original
p01_r23
{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam designation throughout the layout, including diagonal perimeter beam segments."
    },
    {
      "name": "Beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam designation in the left and central portions of the layout."
    },
    {
      "name": "Beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Two beam segments are shown at the upper-right projection."
    },
    {
      "name": "Beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated short beam segments around the central upper bays and stair/landing area."
    },
    {
      "name": "Beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam designation at the central-right bays."
    },
    {
      "name": "Half landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Marked \"HALF LANDING BEAM\" beside the stair opening."
    },
    {
      "name": "Stair flight",
      "tag": "",
      "shape": "rectangular stepped",
      "material": "",
      "count": 1,
      "note": "Shown with individual stair treads adjacent to the half landing beam."
    },
    {
      "name": "Column",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "Solid dark square column symbols occur at beam intersections and along the diagonal edge."
    },
    {
      "name": "Slab panel",
      "tag": "S1",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": null,
      "note": "Repeated circled slab mark."
    },
    {
      "name": "Slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Circled slab mark in the upper central-right bay."
    },
    {
      "name": "Slab panel",
      "tag": "S3",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": null,
      "note": "Repeated circled slab mark, including locations along the lower diagonal edge."
    },
    {
      "name": "Slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Circled slab mark at the left landing area, central landing area, and upper-right projection."
    },
    {
      "name": "Gate",
      "tag": "",
      "shape": "curved",
      "material": "",
      "count": 1,
      "note": "Partial gate symbol in the lower-left fragment of the crop."
    }
  ],
  "measurements": [
    {
      "label": "Grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "top horizontal grid dimension A–C"
    },
    {
      "label": "Grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "top horizontal grid dimension C–D"
    },
    {
      "label": "Grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "top horizontal grid dimension D–F"
    },
    {
      "label": "Grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "top horizontal grid dimension F–G"
    },
    {
      "label": "Grid spacing",
      "value": "1625",
      "unit": "",
      "appliesTo": "top-right extension dimension"
    },
    {
      "label": "Offset",
      "value": "225",
      "unit": "",
      "appliesTo": "near grid F at top of layout"
    },
    {
      "label": "Grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "left vertical grid dimension 1–2"
    },
    {
      "label": "Grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "left vertical grid dimension 2–3"
    },
    {
      "label": "Grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "left vertical grid dimension 3–4"
    },
    {
      "label": "Grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "left vertical grid dimension 4–6"
    },
    {
      "label": "Grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "left vertical grid dimension 6–9"
    },
    {
      "label": "Overall/segment dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "upper-right vertical dimension"
    },
    {
      "label": "Overall/segment dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "right vertical dimension"
    },
    {
      "label": "Offset",
      "value": "2254",
      "unit": "",
      "appliesTo": "right-side vertical projection"
    },
    {
      "label": "Offset",
      "value": "1400",
      "unit": "",
      "appliesTo": "upper-right horizontal projection"
    },
    {
      "label": "Offset",
      "value": "225",
      "unit": "",
      "appliesTo": "upper-right horizontal projection"
    },
    {
      "label": "Overall/segment dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "right vertical dimension"
    },
    {
      "label": "Overall/segment dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "right vertical dimension"
    },
    {
      "label": "Overall/segment dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "right vertical dimension"
    },
    {
      "label": "Offset",
      "value": "300",
      "unit": "",
      "appliesTo": "central-right beam offset"
    },
    {
      "label": "Offset",
      "value": "370",
      "unit": "",
      "appliesTo": "central-right beam offset"
    },
    {
      "label": "Opening/landing dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "stair/landing area"
    },
    {
      "label": "Opening/landing dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "stair/landing area"
    },
    {
      "label": "Diagonal dimension",
      "value": "1257",
      "unit": "",
      "appliesTo": "diagonal beam line"
    },
    {
      "label": "Diagonal dimension",
      "value": "1121",
      "unit": "",
      "appliesTo": "diagonal beam line"
    },
    {
      "label": "Diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "diagonal beam line"
    },
    {
      "label": "Diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "diagonal beam line"
    },
    {
      "label": "Diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "diagonal beam line"
    },
    {
      "label": "Grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "bottom horizontal grid dimension A–B"
    },
    {
      "label": "Grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "bottom horizontal grid dimension B–E"
    },
    {
      "label": "Grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "bottom horizontal grid dimension E–F"
    },
    {
      "label": "Grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "bottom horizontal grid dimension F–G"
    },
    {
      "label": "Top of beam elevation",
      "value": "(+) 10.200",
      "unit": "M",
      "appliesTo": "3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "Scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "Reinforcement notation",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "partial table at upper-left; shown four times"
    },
    {
      "label": "Reinforcement notation",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "partial table at left"
    },
    {
      "label": "Reinforcement notation",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "partial table at left"
    },
    {
      "label": "Reinforcement notation",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "partial table at left; shown twice"
    },
    {
      "label": "Grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "lower partial drawing, A–C"
    },
    {
      "label": "Grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "lower partial drawing, C–D"
    },
    {
      "label": "Grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "lower partial drawing, D–F"
    },
    {
      "label": "Grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "lower partial drawing, F–G"
    },
    {
      "label": "Vertical dimension",
      "value": "4005",
      "unit": "",
      "appliesTo": "lower partial drawing"
    },
    {
      "label": "Vertical dimension",
      "value": "27063",
      "unit": "",
      "appliesTo": "lower partial drawing"
    }
  ],
  "notes": [],
  "labels": [
    "3RD FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 10.200M",
    "SCALE - 1:100",
    "BOTTOM",
    "T SPAN",
    "GATE",
    "P-3",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "1",
    "2",
    "3",
    "4",
    "6",
    "9",
    "B'",
    "E'",
    "F'",
    "G'",
    "9'"
  ],
  "description": "This crop principally shows a 3rd-floor structural beam layout in plan, with beams FB1 through FB5 supported on square column symbols and slab panels marked S1 through S4. The drawing includes a stair and half-landing opening, an irregular diagonal perimeter beam line at the lower-right, grid dimensions, and a partial separate drawing/table fragment at the crop edges."
}

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

crop

p01_r08

page 1 · beam_bar_anchorage_p01_r08
Original
p01_r08
{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular longitudinal section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Typical long section shown."
    },
    {
      "name": "top reinforcing bar",
      "tag": "",
      "shape": "straight longitudinal bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Bars are shown along the top of the slab."
    },
    {
      "name": "bottom reinforcing bar",
      "tag": "",
      "shape": "straight longitudinal bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Bars are shown along the bottom of the slab."
    },
    {
      "name": "central rectangular slab feature",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Unlabelled vertical rectangular feature shown at the centre of the slab long section."
    },
    {
      "name": "FB1 member section",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Two support sections and one span section are visible; the right support section is partly cropped."
    },
    {
      "name": "FB2 member section",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Two support sections and one span section are visible; the right support section is partly cropped."
    },
    {
      "name": "FB3 member section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One support section and one span section are visible."
    },
    {
      "name": "Y16 reinforcing bar",
      "tag": "Y16",
      "shape": "circular in section",
      "material": "reinforcing steel",
      "count": null,
      "note": "Longitudinal bar callouts are shown in the FB1, FB2, and FB3 sections."
    },
    {
      "name": "Y8 link",
      "tag": "Y8",
      "shape": "rectangular closed link",
      "material": "reinforcing steel",
      "count": null,
      "note": "Link callouts are shown in the member sections."
    }
  ],
  "measurements": [
    {
      "label": "slab top-bar length dimension",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab top-bar length dimension",
      "value": "0.3L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab top-bar length dimension",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab top-bar length dimension",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab bottom-bar length dimension",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab bottom-bar length dimension",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 support section"
    },
    {
      "label": "width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 support section"
    },
    {
      "label": "depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 span section"
    },
    {
      "label": "width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 span section"
    },
    {
      "label": "depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB1 right support section"
    },
    {
      "label": "width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 right support section"
    },
    {
      "label": "depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 support section"
    },
    {
      "label": "width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 support section"
    },
    {
      "label": "depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 span section"
    },
    {
      "label": "width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 span section"
    },
    {
      "label": "depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 right support section"
    },
    {
      "label": "width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB2 right support section"
    },
    {
      "label": "depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 support section"
    },
    {
      "label": "width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 support section"
    },
    {
      "label": "depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 span section"
    },
    {
      "label": "width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 span section"
    },
    {
      "label": "longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1, FB2 and FB3"
    },
    {
      "label": "link spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1, FB2 and FB3"
    },
    {
      "label": "additional top reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "FB2 and FB3 support sections"
    },
    {
      "label": "additional bottom reinforcement",
      "value": "+2-Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "FB2 span section"
    },
    {
      "label": "scale",
      "value": "N.T.S.",
      "unit": "",
      "appliesTo": "Typical long section of slab"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "FB1, FB2 and FB3 details"
    }
  ],
  "notes": [
    "N BAR (partial)",
    "TOP (partial)",
    "BOT. BAR",
    "2-Y16(ALTh.)",
    "Y8@150 C/C",
    "+2-Y16(EX.TOP)",
    "+2-Y16(EX.BOT.)",
    "2-Y (partial)",
    "4-Y (partial)",
    "Y8@ (partial)"
  ],
  "labels": [
    "TYPICAL LONG SECTION OF SLAB",
    "SCALE - N.T.S.",
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB1",
    "SCALE = 1 : 25",
    "DETAIL OF FB2",
    "DETAIL OF FB3"
  ],
  "description": "The crop contains a typical longitudinal reinforced slab section, with top and bottom bar layouts dimensioned as proportions of L1 and L2. Below it are rectangular reinforced-concrete member section details identified as FB1, FB2, and FB3, showing support and span reinforcement arrangements, section dimensions, and Y8 link spacing."
}

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

crop

p01_r13

page 1 · beam_column_junction_reinforcement_p01_r13
Original
p01_r13
{
  "view": "Detail",
  "objects": [
    {
      "name": "Column",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member shown continuous through the crop."
    },
    {
      "name": "Column longitudinal reinforcement",
      "tag": "",
      "shape": "straight vertical bars",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Two vertical bar lines are shown in elevation."
    },
    {
      "name": "Transverse reinforcement",
      "tag": "",
      "shape": "rectangular closed ties",
      "material": "reinforcement steel",
      "count": null,
      "note": "Closely spaced transverse reinforcement is shown along the column, including joint zones."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "One beam frames into the column from the right at the upper joint; beam portions are shown on both sides at the lower joint."
    },
    {
      "name": "Beam stirrups",
      "tag": "",
      "shape": "vertical stirrups",
      "material": "reinforcement steel",
      "count": null,
      "note": "Shown in the upper right beam and in the lower beams."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "750 (l₀)",
      "unit": "",
      "appliesTo": "Transverse reinforcement zone above upper beam"
    },
    {
      "label": "",
      "value": "750 (l₀)",
      "unit": "",
      "appliesTo": "Transverse reinforcement zone below upper beam"
    },
    {
      "label": "",
      "value": "750 (l₀)",
      "unit": "",
      "appliesTo": "Transverse reinforcement zone above lower beam"
    },
    {
      "label": "",
      "value": "750 (l₀)",
      "unit": "",
      "appliesTo": "Transverse reinforcement zone below lower beam"
    },
    {
      "label": "",
      "value": "h₁",
      "unit": "",
      "appliesTo": "Vertical dimension between beam levels"
    },
    {
      "label": "SPLICE",
      "value": "",
      "unit": "",
      "appliesTo": "Column longitudinal reinforcement"
    }
  ],
  "notes": [
    "CONFINED JOINT WITH BEAMS FRAMING INTO ALL FOUR SIDES CONFINING REINFORCEMENT"
  ],
  "labels": [],
  "description": "This crop is a reinforced-concrete beam-column joint reinforcement detail. It shows a continuous column with longitudinal bars and transverse confinement reinforcement, with beam stirrups at beams framing into the column at upper and lower joint levels."
}

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

crop

p01_r24

page 1 · beam_layout_and_stair_framing_p01_r24
Original
p01_r24
{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated beam designation throughout the layouts."
    },
    {
      "name": "beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown in the roof beam layout."
    },
    {
      "name": "beam",
      "tag": "FB3",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown in the partial layout at left."
    },
    {
      "name": "beam",
      "tag": "FB4",
      "shape": "linear, including angled portions",
      "material": "",
      "count": null,
      "note": "Shown adjacent to stair framing and at angled perimeter portions."
    },
    {
      "name": "beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown in the layouts."
    },
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "rectangular or irregular plan panels",
      "material": "",
      "count": null,
      "note": "Repeated slab designation."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular plan panel",
      "material": "",
      "count": null,
      "note": "Shown in upper-right area of roof beam layout and partial layout at left."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "irregular plan panel",
      "material": "",
      "count": null,
      "note": "Shown near angled framing in partial layout at left."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular plan panel",
      "material": "",
      "count": null,
      "note": "Shown adjacent to stair framing."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "solid square",
      "material": "",
      "count": null,
      "note": "Solid square symbols occur at beam and grid intersections."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel tread lines",
      "material": "",
      "count": 1,
      "note": "Located between grids 3 and 4 in the roof beam layout."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Labelled beside the stair landing."
    }
  ],
  "measurements": [
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "1625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid offset",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "3215",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "offset",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam spacing",
      "value": "1300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "beam spacing",
      "value": "3770",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "stair/landing dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "offset",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "251",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "angled dimension",
      "value": "1727",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid offset",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair framing dimension",
      "value": "740",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair framing dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "257",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 10.200M",
      "unit": "",
      "appliesTo": "BEAM"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 13.800M",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    }
  ],
  "notes": [],
  "labels": [
    "TYPICAL SECTIONAL DETAILS OF STAIR",
    "NOT TO SCALE",
    "SECTION: Z-Z",
    "HALF LANDING BEAM",
    "ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 13.800M",
    "SCALE - 1:100",
    "BEAM (+) 10.200M",
    "SCALE - 1:100",
    "GATE",
    "N"
  ],
  "description": "The crop principally shows a roof beam layout plan with grid lines, beam marks FB1 through FB5, slab-panel marks S1 through S4, columns, and stair framing including a half landing beam. A partial adjacent beam layout is visible at left, together with the heading for typical sectional stair details; the actual stair section detail is not shown in this crop."
}

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

crop

p01_r26

page 1 · beam_layout_p01_r26
Original
p01_r26
{
  "view": "Plan",
  "objects": [
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "rectangular linear",
      "material": "",
      "count": null,
      "note": "Shown in the 3RD FLOOR BEAM LAYOUT and ROOF BEAM LAYOUT."
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "rectangular linear",
      "material": "",
      "count": null,
      "note": "Shown in the 3RD FLOOR BEAM LAYOUT and ROOF BEAM LAYOUT."
    },
    {
      "name": "floor beam",
      "tag": "FB3",
      "shape": "rectangular linear",
      "material": "",
      "count": null,
      "note": "Visible at the upper-right portion of the 3RD FLOOR BEAM LAYOUT."
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "rectangular linear",
      "material": "",
      "count": null,
      "note": "Located around the stair/half-landing opening."
    },
    {
      "name": "floor beam",
      "tag": "FB5",
      "shape": "rectangular linear",
      "material": "",
      "count": null,
      "note": "Visible in the right-hand bays of the 3RD FLOOR BEAM LAYOUT."
    },
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": null,
      "note": "Circular S1 marks are shown within multiple floor panels."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular panel",
      "material": "",
      "count": null,
      "note": "Circular S2 marks are shown in central floor panels."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular and triangular panels",
      "material": "",
      "count": null,
      "note": "Circular S3 marks are shown at selected perimeter and diagonal panels."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular panels",
      "material": "",
      "count": null,
      "note": "Circular S4 marks are shown beside the stair/half-landing area."
    },
    {
      "name": "column",
      "tag": "C1–C19",
      "shape": "square",
      "material": "",
      "count": 19,
      "note": "Column layout fragment at lower centre; individual tags C1 through C19 are visible."
    },
    {
      "name": "tie beam",
      "tag": "TB1",
      "shape": "rectangular linear",
      "material": "",
      "count": null,
      "note": "Shown in the lower-right partial beam layout."
    },
    {
      "name": "tie beam",
      "tag": "TB2",
      "shape": "rectangular linear",
      "material": "",
      "count": null,
      "note": "Shown in the lower-right partial beam layout."
    },
    {
      "name": "tie beam",
      "tag": "TB3",
      "shape": "rectangular linear",
      "material": "",
      "count": null,
      "note": "Shown in the lower-right partial beam layout."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel tread lines",
      "material": "",
      "count": null,
      "note": "Stair flights are visible in the 3RD FLOOR, ROOF, and lower-right partial beam layouts."
    },
    {
      "name": "half landing beam",
      "tag": "FB1",
      "shape": "rectangular linear",
      "material": "",
      "count": null,
      "note": "Called out beside the stair opening."
    },
    {
      "name": "gate",
      "tag": "",
      "shape": "curved swinging leaves",
      "material": "",
      "count": 2,
      "note": "Two items labelled GATE are visible in the lower-centre partial plan."
    },
    {
      "name": "foundation/pile symbol",
      "tag": "P-3",
      "shape": "partial circular and square symbol",
      "material": "",
      "count": 3,
      "note": "Only a cropped fragment of these P-3 symbols is visible at the far left."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A-C"
    },
    {
      "label": "horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C-D"
    },
    {
      "label": "horizontal grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D-F"
    },
    {
      "label": "horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F-G"
    },
    {
      "label": "horizontal offset",
      "value": "1625",
      "unit": "",
      "appliesTo": "Upper 3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "horizontal offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Upper 3RD FLOOR BEAM LAYOUT / ROOF BEAM LAYOUT"
    },
    {
      "label": "vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid 1-2"
    },
    {
      "label": "vertical grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2-3"
    },
    {
      "label": "vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3-4"
    },
    {
      "label": "vertical grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4-6"
    },
    {
      "label": "vertical grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "Grid 6-9"
    },
    {
      "label": "overall vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "Upper plan dimension string"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "Upper-right portion of 3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "vertical offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Upper-right portion of 3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "horizontal offset",
      "value": "1400",
      "unit": "",
      "appliesTo": "Stair/landing opening"
    },
    {
      "label": "horizontal offset",
      "value": "740",
      "unit": "",
      "appliesTo": "Stair/landing opening"
    },
    {
      "label": "vertical offset",
      "value": "1300",
      "unit": "",
      "appliesTo": "FB5 bay"
    },
    {
      "label": "vertical offset",
      "value": "1370",
      "unit": "",
      "appliesTo": "FB5 bay"
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "Right-side grid dimension string"
    },
    {
      "label": "vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "Right-side grid dimension string"
    },
    {
      "label": "vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "Right-side grid dimension string"
    },
    {
      "label": "diagonal dimension",
      "value": "2571",
      "unit": "",
      "appliesTo": "Diagonal FB1 beam line"
    },
    {
      "label": "diagonal dimension",
      "value": "1727",
      "unit": "",
      "appliesTo": "Diagonal FB1 beam line"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "Diagonal beam/grid line"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Diagonal beam/grid line"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Diagonal beam/grid line"
    },
    {
      "label": "horizontal grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "Grid A-B"
    },
    {
      "label": "horizontal grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "Grid B-E"
    },
    {
      "label": "horizontal grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "Grid E-F"
    },
    {
      "label": "elevation",
      "value": "10.200",
      "unit": "M",
      "appliesTo": "3RD FLOOR BEAM LAYOUT top of beam"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "elevation",
      "value": "13.800",
      "unit": "M",
      "appliesTo": "ROOF BEAM LAYOUT top of beam"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "Lower-centre column layout"
    },
    {
      "label": "horizontal dimension",
      "value": "3701",
      "unit": "",
      "appliesTo": "Lower-centre column layout"
    },
    {
      "label": "vertical dimension",
      "value": "4005",
      "unit": "",
      "appliesTo": "Lower-centre column layout"
    },
    {
      "label": "vertical dimension",
      "value": "4063",
      "unit": "",
      "appliesTo": "Lower-centre column layout"
    },
    {
      "label": "column offset",
      "value": "125",
      "unit": "",
      "appliesTo": "Columns C1–C19"
    },
    {
      "label": "column offset",
      "value": "175",
      "unit": "",
      "appliesTo": "Columns C1–C19"
    },
    {
      "label": "horizontal dimension",
      "value": "2362",
      "unit": "",
      "appliesTo": "Column C15 area"
    },
    {
      "label": "dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "Column C15 area"
    },
    {
      "label": "vertical grid spacing",
      "value": "1600",
      "unit": "",
      "appliesTo": "Lower-right partial beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "2275",
      "unit": "",
      "appliesTo": "Lower-right partial beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "Lower-right partial beam layout"
    },
    {
      "label": "reinforcement spacing",
      "value": "18 @ 150",
      "unit": "",
      "appliesTo": "Partial text at top-right edge of crop"
    }
  ],
  "notes": [],
  "labels": [
    "3RD FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 10.200M",
    "SCALE - 1:100",
    "ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 13.800M",
    "SCALE - 1:100",
    "DETAILS OF STAIR",
    "NOT TO SCALE",
    "SECTION: Z-Z",
    "HALF LANDING BEAM",
    "GATE",
    "N",
    "A",
    "B",
    "B'",
    "C",
    "D",
    "E",
    "E'",
    "F",
    "F'",
    "G",
    "G'",
    "I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'"
  ],
  "description": "The crop contains multiple structural plan views, principally the 3RD FLOOR BEAM LAYOUT at top left and the ROOF BEAM LAYOUT at top right. It also includes a lower-centre partial column layout with columns C1–C19 and gates, plus a lower-right partial tie-beam layout around a stair opening. A cropped heading for DETAILS OF STAIR / SECTION: Z-Z is visible at the upper right, but the stair detail itself is not shown in this crop."
}

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

crop

p01_r32

page 1 · beam_layout_p01_r32
Original
p01_r32
{
  "view": "Plan",
  "objects": [
    {
      "name": "roof beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam tag shown in SCR, LMR, and lower cropped layouts."
    },
    {
      "name": "roof beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in lower cropped layout."
    },
    {
      "name": "roof beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in lower cropped layout."
    },
    {
      "name": "roof beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in lower cropped layouts."
    },
    {
      "name": "tie beam",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partially visible at left edge."
    },
    {
      "name": "tie beam",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partially visible at left edge."
    },
    {
      "name": "slab",
      "tag": "S1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated slab marks shown."
    },
    {
      "name": "slab",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in lower central layout."
    },
    {
      "name": "slab",
      "tag": "S3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown in lower central layout."
    },
    {
      "name": "slab",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated slab marks shown in lower layouts."
    },
    {
      "name": "landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Marked LANDING BEAM in the lower layouts."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Parallel stair treads are shown in the lower layouts."
    },
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered trapezoidal",
      "material": "",
      "count": 1,
      "note": "Only the lower portion of the pile-cap plan is visible at upper right."
    },
    {
      "name": "reinforcement",
      "tag": "",
      "shape": "orthogonal grid",
      "material": "steel",
      "count": null,
      "note": "Red reinforcement grid shown in pile cap."
    },
    {
      "name": "circular reinforced concrete member",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Shown in Section : A - A with longitudinal bars and circular stiffener."
    }
  ],
  "measurements": [
    {
      "label": "grid spacing",
      "value": "6101",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "5575",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "2025",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "LMR roof beam layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "LMR roof beam layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "pile cap plan width",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "pile cap plan overall dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "pile cap plan sloping dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "nominal steel spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "section diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "longitudinal reinforcement quantity",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "stiffener reinforcement",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "tie reinforcement spacing",
      "value": "T8@150 C/C",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "29965",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "1525",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "1440",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "2300",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "875",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "lower layout dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "lower layout dimension",
      "value": "3578",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout dimension",
      "value": "4443",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "landing beam"
    },
    {
      "label": "SCR top-of-beam elevation",
      "value": "(+) 16.650M",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "LMR top-of-beam elevation",
      "value": "(+) 18.800M",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "SCR layout scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "LMR layout scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "pile cap plan scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "section scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    }
  ],
  "notes": [
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "(UP STANDING)"
  ],
  "labels": [
    "SCR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 16.650M",
    "SCALE - 1:100",
    "LMR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 18.800M",
    "SCALE - 1:100",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25",
    "SECTION : A - A",
    "SCALE = 1 : 25",
    "N"
  ],
  "description": "The crop contains roof beam layout plans, including the SCR roof beam layout and LMR roof beam layout, with grid references, beam tags, slab marks, support blocks, and dimensions. It also includes a partial plan of pile cap marked 3-P and Section A-A showing a circular reinforced concrete member and its reinforcement callouts. Lower portions of additional beam layouts are cropped by the image boundary."
}

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

crop

p01_r04

page 1 · beam_p01_r04
Original
p01_r04
{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular longitudinal member",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Typical longitudinal reinforcement detail; beam continues across the crop."
    },
    {
      "name": "beam longitudinal reinforcement",
      "tag": "(F), (T), (E), (DL)",
      "shape": "straight and bent bars",
      "material": "reinforcing steel",
      "count": null,
      "note": "Bars and bent/anchored ends are shown in red within the beam detail."
    },
    {
      "name": "beam transverse reinforcement",
      "tag": "",
      "shape": "rectangular stirrups",
      "material": "reinforcing steel",
      "count": null,
      "note": "Repeated vertical stirrups are shown along the beam."
    },
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular masonry wall",
      "material": "brick",
      "count": 2,
      "note": "Two partial brick walls are visible in the lower-left detail."
    },
    {
      "name": "vertical reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Partial reinforced members are shown below the brick walls."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion is visible in the lower-right detail."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical rectangular member",
      "material": "",
      "count": 1,
      "note": "Partial pile and its reinforcing bars are visible in the lower-right detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y16",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callouts show 1-Y16, 2-Y16(ALTh.), and 4-Y16(ALTh.)."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8@150 C/C",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in partial reinforcement section details at the left edge."
    }
  ],
  "measurements": [
    {
      "label": "beam end length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam end length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "length",
      "value": "CL1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "minimum length criterion",
      "value": "(CL1 + 300mm) OR 0.25 L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "maximum spacing",
      "value": "50 (MAX)",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam end length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "development length",
      "value": "L_d + 10 d_b",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "span designation",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "span designation",
      "value": "ST2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length designation",
      "value": "L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length designation",
      "value": "L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "reinforcement bar Y16"
    },
    {
      "label": "reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "reinforcement bar Y8"
    },
    {
      "label": "partial dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement quantity and size",
      "value": "4-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "reinforcement bar Y16"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "brick wall detail"
    },
    {
      "label": "vertical dimension",
      "value": "1450",
      "unit": "",
      "appliesTo": "vertical reinforced concrete member"
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "brick wall detail"
    },
    {
      "label": "elevation",
      "value": "(±) 0.000",
      "unit": "M",
      "appliesTo": "E.G.L."
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap detail"
    },
    {
      "label": "elevation",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "top of pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap / pile detail"
    },
    {
      "label": "elevation",
      "value": "(-) 1.500",
      "unit": "M",
      "appliesTo": "top of pile"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile detail"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile detail"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "1-Y16",
      "unit": "",
      "appliesTo": "pile reinforcement"
    }
  ],
  "notes": [
    "(CL1 + 300mm) OR 0.25 L1 (WHICH EVER IS HIGHER)"
  ],
  "labels": [
    "CANTILEVER",
    "TYPICAL REINFORCEMENT DETAILS OF BEAM",
    "SCALE - N.T.S.",
    "BRICK WALL",
    "P.L.",
    "G.L.",
    "E.G.L.",
    "EL (±) 0.000 M",
    "TOP OF PILE CAP",
    "EL (-) 0.600 M",
    "TOP OF PILE",
    "EL (-) 1.500 M",
    "CUT OFF LVL."
  ],
  "description": "The upper portion of the crop shows a typical longitudinal reinforcement detail for a reinforced-concrete beam, including cantilever, span zones, reinforcement termination marks, and development-length notation. The lower portion contains partial brick-wall and pile/pile-cap reinforcement or level details; these details are cropped and do not show the complete works."
}

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

crop

p01_r06

page 1 · column_p01_r06
Original
p01_r06
{
  "view": "Schedule",
  "objects": [
    {
      "name": "Column",
      "tag": "C1, C4, C8, C9, C13, C20",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Column schedule row A; B x D shown as 300 x 500."
    },
    {
      "name": "Column",
      "tag": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Column schedule row B; B x D shown as 300 x 500."
    },
    {
      "name": "Column",
      "tag": "C10, C14, C17",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Column schedule row C; B x D shown as 300 x 500."
    },
    {
      "name": "Column",
      "tag": "C5, C6",
      "shape": "square",
      "material": "",
      "count": 2,
      "note": "Column schedule row D; B x D shown as 250 x 250."
    },
    {
      "name": "Tie beam",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in schedule of tie beams."
    },
    {
      "name": "Tie beam",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in schedule of tie beams."
    },
    {
      "name": "Tie beam",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in schedule of tie beams."
    },
    {
      "name": "Floor beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in partial schedule of floor beams."
    },
    {
      "name": "Floor beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in partial schedule of floor beams."
    },
    {
      "name": "Floor beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only the upper portion of this schedule row is visible."
    },
    {
      "name": "Stirrup",
      "tag": "",
      "shape": "closed rectangular loop with tie",
      "material": "",
      "count": null,
      "note": "Shown in stirrup detail and column schedule."
    },
    {
      "name": "Beam-column junction",
      "tag": "",
      "shape": "orthogonal beam-to-column connection",
      "material": "",
      "count": null,
      "note": "Typical ductile detail shown."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown framing into the column in the ductile junction detail."
    }
  ],
  "measurements": [
    {
      "label": "Column size B x D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Column reinforcement from foundation to 1st floor",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Column reinforcement from 2nd floor to above roof",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Stirrup arrangement near junction",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Stirrup arrangement rest portion",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Column size B x D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Column reinforcement from foundation to 1st floor",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Column reinforcement from 2nd floor to above roof",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Stirrup arrangement near junction",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Stirrup arrangement rest portion",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Column size B x D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Column reinforcement from foundation to 1st floor",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Column reinforcement from 2nd floor to above roof",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Stirrup arrangement near junction",
      "value": "1-LINK 2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Stirrup arrangement rest portion",
      "value": "1-LINK 2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Column size B x D",
      "value": "250 X 250",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Column reinforcement from foundation to 1st floor",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Column reinforcement from 2nd floor to above roof",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Column section dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Stirrup arrangement near junction",
      "value": "1-TIE Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Stirrup arrangement rest portion",
      "value": "1-TIE Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Stirrup hook length",
      "value": "10d(≥75mm)",
      "unit": "",
      "appliesTo": "Stirrup detail"
    },
    {
      "label": "Anchorage length",
      "value": "Ld +10db",
      "unit": "",
      "appliesTo": "Anchorage of beam in an external joint"
    },
    {
      "label": "Tie beam width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam depth D",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam depth D",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam depth D",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +1-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Floor beam width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam depth D",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Floor beam depth D",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Floor beam width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Floor beam depth D",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Column link spacing",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "Typical ductile detail of beam column junction"
    },
    {
      "label": "Column link spacing",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "End beam column junction"
    },
    {
      "label": "Column link spacing",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "Typical ductile detail of beam column junction"
    },
    {
      "label": "Column link spacing",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "Continuous beam column junction"
    },
    {
      "label": "Junction length",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "Typical ductile detail of beam column junction"
    }
  ],
  "notes": [
    "(d = DIA OF STIRRUP BAR)",
    "END BEAM COLUMN JUNCTION",
    "Ld+10db (TYP)",
    "EFFECTIVE LENGTH OF COLUMN (L)",
    "FOR CONTINUOUS BEAM COLUMN JUNCTION",
    "BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION"
  ],
  "labels": [
    "SCHEDULE OF COLUMNS (SCALE – 1:25)",
    "COLUMN MARKED",
    "COLUMN NOS.",
    "COLUMN SIZE",
    "FOUNDATION TO 1ST FLOOR",
    "2ND FLOOR TO ABOVE ROOF",
    "STIRRUP ARRANGEMENT & SPACING",
    "NEAR JUNCTION",
    "REST PORTION",
    "STIRRUP DETAIL",
    "ANCHORAGE OF BEAM R… IN AN EXTERNAL JOINT",
    "SCHEDULE OF TIE BEAMS",
    "BEAM MKD.",
    "SIZE (MM)",
    "REINFORCEMENT",
    "SUPPORT",
    "SPAN",
    "TOP",
    "BOTTOM",
    "STIRRUP",
    "SCHEDULE OF FLOOR BEAMS",
    "TYPICAL DUCTILE DETAIL OF BEAM COLUMN JUNCTION"
  ],
  "description": "This crop principally shows a schedule of columns, including marked column groups, section sizes, longitudinal reinforcement, and near-junction/rest-portion stirrup arrangements. It also includes complete tie-beam schedule rows TB1 to TB3, the upper part of a floor-beam schedule, a stirrup detail, and beam-column junction/anchorage details. The floor-beam schedule and the right-hand anchorage-detail title are cut off by the crop."
}

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

crop

p01_r03

page 1 · deck_p01_r03
Original
p01_r03
{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "continuous rectangular slab section",
      "material": "",
      "count": 1,
      "note": "Shown in a typical long section spanning over three rectangular beam/support projections."
    },
    {
      "name": "beam/support projection",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Unlabelled vertical rectangular members shown below the slab."
    },
    {
      "name": "distribution reinforcement bar",
      "tag": "",
      "shape": "straight longitudinal bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "top alternate reinforcement bar",
      "tag": "",
      "shape": "cranked longitudinal bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "top reinforcement bar",
      "tag": "",
      "shape": "straight longitudinal bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "bottom reinforcement bar",
      "tag": "",
      "shape": "straight longitudinal bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a partial adjacent detail is visible at the left edge of the crop."
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bar extension length",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "bar extension length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "bar extension length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "bar extension length",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "bar extension length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "bar extension length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "span length",
      "value": "L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bar extension length",
      "value": "0.3L2",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "bar extension length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "bar extension length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "bar extension length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "slab reinforcement"
    },
    {
      "label": "bar extension length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "slab reinforcement"
    }
  ],
  "notes": [
    "DISTRIBUTION BAR",
    "TOP ALTERNATE BAR",
    "TOP BAR",
    "BOT. BAR"
  ],
  "labels": [
    "TYPICAL LONG SECTION OF SLAB",
    "SCALE - N.T.S.",
    "BEAM BAR JOINT(IN ROOF)"
  ],
  "description": "This crop shows a typical long section of a slab across spans marked L1 and L2, with three unlabelled rectangular beam/support projections beneath the slab. It documents the longitudinal arrangement and curtailed extensions of distribution, top alternate, top, and bottom reinforcement bars. A separate adjacent detail is only partially visible at the left edge."
}

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

crop

p01_r11

page 1 · floor_beam_fb1_reinforcement_detail_p01_r11
Original
p01_r11
{
  "view": "Detail",
  "objects": [
    {
      "name": "Floor beam section",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two complete sections are shown at SUPPORT and SPAN; two additional lower sections are cut off by the crop."
    },
    {
      "name": "Longitudinal reinforcement bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 14,
      "note": "Visible bar symbols include Y16 alternating bars and additional Y16 EX.TOP bars in the lower-left partial section."
    },
    {
      "name": "Closed link reinforcement",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Links are called out as Y8@150 C/C."
    }
  ],
  "measurements": [
    {
      "label": "Section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Link reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Bottom longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Link reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Bottom longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 lower-left partial section"
    },
    {
      "label": "Additional top longitudinal reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "FB1 lower-left partial section"
    },
    {
      "label": "Link reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 lower-left partial section"
    },
    {
      "label": "Top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 lower-right partial section"
    },
    {
      "label": "Link reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 lower-right partial section"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB1"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB1",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows reinforcement cross-section details for rectangular floor beam FB1 at a support and at a span. The support and span sections are dimensioned 250 wide by 450 deep and show Y16 longitudinal bars with Y8 links at 150 C/C; two further reinforcement sections are only partially visible at the bottom of the crop."
}

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

crop

p01_r18

page 1 · floor_beam_fb3_reinforcement_detail_p01_r18
Original
p01_r18
{
  "view": "Detail",
  "objects": [
    {
      "name": "Floor beam",
      "tag": "FB3",
      "shape": "stepped profile, partial",
      "material": "",
      "count": 1,
      "note": "Only a portion of the beam/detail profile is visible in this crop."
    },
    {
      "name": "Reinforcement bars",
      "tag": "",
      "shape": "diagonal parallel lines with circular bar marks",
      "material": "",
      "count": null,
      "note": "Reinforcement is shown along the sloping portion of the partial beam detail; individual bars cannot be reliably counted from the crop."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "spacing, partial text",
      "value": "0",
      "unit": "C/C",
      "appliesTo": "Reinforcement bars"
    },
    {
      "label": "spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Reinforcement bars"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB3",
    "SCALE = 1 : 25",
    "ATE LEVEL (partial)"
  ],
  "description": "This crop shows a partial structural reinforcement detail titled DETAIL OF FB3, with support and span regions identified. A stepped partial floor-beam profile and diagonal reinforcement arrangement are visible, including a 150 C/C spacing callout."
}

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

crop

p01_r25

page 1 · floor_beam_p01_r25
Original
p01_r25
{
  "view": "Plan",
  "objects": [
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Shown in slab schedule and as circled S1 panels in the partial plan."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in slab schedule only."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in slab schedule only."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in slab schedule and within the landing area."
    },
    {
      "name": "pile cap",
      "tag": "2P",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "pile cap",
      "tag": "3P",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Size noted AS/DRG."
    },
    {
      "name": "pile cap",
      "tag": "4P",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Multiple FB1 members are shown in the partial plan."
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Multiple FB2 members are shown in the partial plan."
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Multiple FB4 members are shown in the partial plan."
    },
    {
      "name": "landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Labelled LANDING BEAM adjacent to the stair/landing area."
    }
  ],
  "measurements": [
    {
      "label": "S1 thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S1"
    },
    {
      "label": "S1 at support, top reinforcement",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "S1 at support, bottom reinforcement",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "S1 at span, bottom reinforcement",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "S2 thickness",
      "value": "150",
      "unit": "MM",
      "appliesTo": "S2"
    },
    {
      "label": "S2 at support, top reinforcement",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "S2 at support, bottom reinforcement",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "S2 at span, bottom reinforcement",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "S3 thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S3"
    },
    {
      "label": "S3 at support, top reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "S3 at support, bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "S3 at span, bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "S4 thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S4"
    },
    {
      "label": "S4 at support, top reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "S4 at support, bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "S4 at span, bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "distribution reinforcement",
      "value": "Y8 @ 200 C/C",
      "unit": "",
      "appliesTo": "slab panels"
    },
    {
      "label": "2P size",
      "value": "2100 X 750",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P shorter-direction reinforcement",
      "value": "4L-Y10 @ 150 C/C",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P longer-direction reinforcement",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P longer-direction reinforcement",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "3P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P shorter-direction reinforcement",
      "value": "Y10 @ 130 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P shorter-direction reinforcement",
      "value": "Y10 @ 130 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P longer-direction reinforcement",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P longer-direction reinforcement",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "4P size",
      "value": "2100 X 2100",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P shorter-direction reinforcement",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P shorter-direction reinforcement",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P longer-direction reinforcement",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P longer-direction reinforcement",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "6P size",
      "value": "3450 X 2100",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P shorter-direction reinforcement",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P shorter-direction reinforcement",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P longer-direction reinforcement",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P longer-direction reinforcement",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "8P size",
      "value": "3450 X 3088",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P shorter-direction reinforcement",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P shorter-direction reinforcement",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P longer-direction reinforcement",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P longer-direction reinforcement",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "horizontal grid dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A to Grid C"
    },
    {
      "label": "vertical grid dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid 1 to Grid 2"
    },
    {
      "label": "vertical grid dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2 to Grid 3"
    },
    {
      "label": "vertical grid dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3 to Grid 4"
    },
    {
      "label": "vertical grid dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4 to Grid 6"
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "partial plan"
    }
  ],
  "notes": [
    "ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C",
    "GRADE OF CONCRETE - M25"
  ],
  "labels": [
    "SCHEDULE OF SLAB",
    "PANEL MKD.",
    "THICKNESS (MM)",
    "AT SUPPORT",
    "AT SPAN",
    "TOP",
    "BOTTOM",
    "PILE CAP SCHEDULE",
    "MKD.",
    "SIZE",
    "DEPTH",
    "REINFORCEMENT IN SHORTER DIRECTION",
    "REINFORCEMENT IN LONGER DIRECTION",
    "A",
    "C",
    "1",
    "2",
    "3",
    "4",
    "6"
  ],
  "description": "This crop contains a partial structural floor plan at right, showing slab panels, floor beams and a landing beam between grid lines. At left it contains the Schedule of Slab and a partial Pile Cap Schedule, including slab thicknesses and reinforcement requirements and pile-cap sizes, depths and reinforcement."
}

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

crop

p01_r15

page 1 · floor_beam_reinforcement_details_p01_r15
Original
p01_r15
{
  "view": "Detail",
  "objects": [
    {
      "name": "floor beam reinforcement section",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Support section shown."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "FB2",
      "shape": "straight bars",
      "material": "",
      "count": 6,
      "note": "Support section: 2-Y16 (ALTH.) and +2-Y16 (EX.TOP) at top; 2-Y16 (ALTH.) at bottom."
    },
    {
      "name": "stirrups",
      "tag": "FB2",
      "shape": "rectangular closed link",
      "material": "",
      "count": null,
      "note": "Support section, Y8@150 C/C."
    },
    {
      "name": "floor beam reinforcement section",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Span section shown."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "FB2",
      "shape": "straight bars",
      "material": "",
      "count": 6,
      "note": "Span section: 2-Y16 (ALTH.) at top; 2-Y16 (ALTH.) and +2-Y16 (EX.BOT.) at bottom."
    },
    {
      "name": "stirrups",
      "tag": "FB2",
      "shape": "rectangular closed link",
      "material": "",
      "count": null,
      "note": "Span section, Y8@150 C/C."
    },
    {
      "name": "floor beam reinforcement section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Support section shown."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "FB3",
      "shape": "straight bars",
      "material": "",
      "count": 6,
      "note": "Support section: 2-Y16 (ALTH.) and +2-Y16 (EX.TOP) at top; 2-Y16 (ALTH.) at bottom."
    },
    {
      "name": "stirrups",
      "tag": "FB3",
      "shape": "rectangular closed link",
      "material": "",
      "count": null,
      "note": "Support section, Y8@150 C/C."
    },
    {
      "name": "floor beam reinforcement section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Span section shown."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "FB3",
      "shape": "straight bars",
      "material": "",
      "count": 4,
      "note": "Span section: 2-Y16 (ALTH.) at top and 2-Y16 (ALTH.) at bottom."
    },
    {
      "name": "stirrups",
      "tag": "FB3",
      "shape": "rectangular closed link",
      "material": "",
      "count": null,
      "note": "Span section, Y8@150 C/C."
    }
  ],
  "measurements": [
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 support"
    },
    {
      "label": "reinforcement callout",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "FB2 support"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB2 support"
    },
    {
      "label": "reinforcement callout",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB2 support, top"
    },
    {
      "label": "reinforcement callout",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB2 support, bottom"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 span"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB2 span"
    },
    {
      "label": "reinforcement callout",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB2 span, top"
    },
    {
      "label": "reinforcement callout",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB2 span, bottom"
    },
    {
      "label": "reinforcement callout",
      "value": "+2-Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "FB2 span"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "reinforcement callout",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB3 support, top"
    },
    {
      "label": "reinforcement callout",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "reinforcement callout",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB3 support, bottom"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 span"
    },
    {
      "label": "reinforcement callout",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB3 span, top"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB3 span"
    },
    {
      "label": "reinforcement callout",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB3 span, bottom"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB2"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB3"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB2",
    "SCALE = 1 : 25",
    "DETAIL OF FB3"
  ],
  "description": "The crop shows rectangular cross-sectional reinforcement details for floor beams FB2 and FB3. Each beam detail includes separate SUPPORT and SPAN sections, each dimensioned 250 wide by 450 deep, with Y16 longitudinal reinforcement and Y8 links at 150 C/C."
}

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

crop

p01_r10

page 1 · lift_pit_foundation_on_piles_p01_r10
Original
p01_r10
{
  "view": "Section",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular",
      "material": "brick",
      "count": 2,
      "note": "Shown above foundation in upper section."
    },
    {
      "name": "lift foundation / pile cap",
      "tag": "8-P",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Shown in upper foundation elevation and lower sectional detail."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in lower section at E.G.L. level."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Three piles are depicted in each of the two foundation views."
    },
    {
      "name": "plain cement concrete blinding",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C. (1:4:8)",
      "count": null,
      "note": "Shown below foundation/pile-cap concrete."
    },
    {
      "name": "brick flat soling",
      "tag": "",
      "shape": "rectangular layer",
      "material": "B.F.S",
      "count": null,
      "note": "Shown below P.C.C. layer."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "straight bars with links/stirrups",
      "material": "steel",
      "count": null,
      "note": "Reinforcement is shown for foundation, pile, tie beam, and FB4/FB5 details."
    },
    {
      "name": "footing beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Small reinforcement detail at upper left."
    },
    {
      "name": "footing beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Small reinforcement detail at left."
    },
    {
      "name": "beam",
      "tag": "B16",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only a partial detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "FB4 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 link reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5 section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 section width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 longitudinal reinforcement",
      "value": "4-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 link reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "brick wall/foundation vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "wall/pedestal width",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pedestal width",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "foundation vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "foundation depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "B.F.S thickness",
      "value": "75 THK.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pile-cap top level below E.G.L.",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile top level below pile-cap top",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile-cap thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "ground level elevation",
      "value": "EL (±) 0.000 M",
      "unit": "",
      "appliesTo": "E.G.L."
    },
    {
      "label": "top of pile cap elevation",
      "value": "EL (-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile elevation",
      "value": "EL (-) 1.500 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "bottom of pile cap elevation",
      "value": "EL (-) 1.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "tie reinforcement",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "tie reinforcement",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "pile-cap projection",
      "value": "300 TYP.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "tie beam depth",
      "value": "500",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "tie beam reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "tie beam reinforcement",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "shear reinforcement",
      "value": "6L Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "pile-cap bottom reinforcement",
      "value": "5-Y16 AT BOT.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "side reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "P.C.C. mix",
      "value": "(1:4:8)",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "section vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "section vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "section vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial beam-detail width",
      "value": "500",
      "unit": "",
      "appliesTo": "B16"
    },
    {
      "label": "partial beam-detail depth",
      "value": "300",
      "unit": "",
      "appliesTo": "B16"
    },
    {
      "label": "partial beam-detail reinforcement",
      "value": "150 C/C",
      "unit": "",
      "appliesTo": "B16"
    }
  ],
  "notes": [
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "SHEAR REINF."
  ],
  "labels": [
    "SCALE - N.T.S.",
    "DETAIL OF FB4",
    "SCALE = 1 : 25",
    "DETAIL OF FB5",
    "P.L.",
    "G.L.",
    "E.G.L",
    "TOP OF PILE CAP",
    "TOP OF PILE",
    "BOT. OF PILE CAP",
    "FOUNDATION OF LIFT",
    "TOP OF TIE BEAM AT (±)0.000M E.G.L.",
    "CUT OFF LVL.",
    "SPAN",
    "A"
  ],
  "description": "This crop shows the lift foundation on piles, including an upper elevation/section with two brick walls and a lower sectional reinforcement detail through the pile cap and tie beam. It also contains FB4 and FB5 reinforcement-section details and a partial B16 beam detail at the left edge."
}

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

crop

p01_r03 typical longitudinal reinforcement section through slab

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r03_typical_longitudinal_reinforcement_section_through_slab
Original
p01_r03 typical longitudinal reinforcement section through slab
{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular longitudinal section",
      "material": "",
      "count": 1,
      "note": "Typical long section; slab continues beyond both crop edges."
    },
    {
      "name": "supporting beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three beam sections are visible below the slab."
    },
    {
      "name": "distribution bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "top alternate bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "top bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "bottom bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bar length",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "distribution bar"
    },
    {
      "label": "bar length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "distribution bar"
    },
    {
      "label": "bar length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "bottom bar"
    },
    {
      "label": "bar length",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "top alternate bar"
    },
    {
      "label": "bar length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "top bar"
    },
    {
      "label": "bar length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "bottom bar"
    },
    {
      "label": "span length",
      "value": "L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bar length",
      "value": "0.3L2",
      "unit": "",
      "appliesTo": "top alternate bar"
    },
    {
      "label": "bar length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "top bar"
    },
    {
      "label": "bar length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "bottom bar"
    },
    {
      "label": "bar length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "top bar"
    },
    {
      "label": "bar length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "bottom bar"
    }
  ],
  "notes": [
    "DISTRIBUTION BAR",
    "TOP ALTERNATE BAR",
    "TOP BAR",
    "BOT. BAR"
  ],
  "labels": [
    "TYPICAL LONG SECTION OF SLAB",
    "SCALE - N.T.S."
  ],
  "description": "This crop shows a typical longitudinal section through a slab spanning over rectangular supporting beams. It documents the relative extension lengths of distribution, top alternate, top, and bottom reinforcing bars using proportions of spans L1 and L2."
}

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

crop

p01_r04 typical beam bar arrangement and bend details

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r04_typical_beam_bar_arrangement_and_bend_details
Original
p01_r04 typical beam bar arrangement and bend details
{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular longitudinal elevation",
      "material": "",
      "count": 1,
      "note": "Typical beam reinforcement detail; beam extends across two labeled lengths, L1 and L2."
    },
    {
      "name": "beam reinforcement",
      "tag": "(F)",
      "shape": "longitudinal bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Bar mark shown at two locations."
    },
    {
      "name": "beam reinforcement",
      "tag": "(T)",
      "shape": "longitudinal bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Bar mark shown at several locations."
    },
    {
      "name": "beam reinforcement",
      "tag": "(E)",
      "shape": "longitudinal bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Bar mark shown at two locations."
    },
    {
      "name": "beam reinforcement",
      "tag": "(DL)",
      "shape": "longitudinal bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Bottom bar mark."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "repeated rectangular links",
      "material": "steel reinforcement",
      "count": null,
      "note": "Closely spaced vertical links are drawn along the beam."
    },
    {
      "name": "brick wall",
      "tag": "",
      "shape": "vertical rectangular wall",
      "material": "brick",
      "count": 2,
      "note": "Two wall fragments are shown in the lower detail."
    },
    {
      "name": "vertical reinforcement bars",
      "tag": "1 – Y16",
      "shape": "straight vertical bars",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Shown in the partial pile-related detail at lower right."
    },
    {
      "name": "reinforcement cage",
      "tag": "",
      "shape": "rectangular",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Partial cages are visible below the two brick wall fragments."
    }
  ],
  "measurements": [
    {
      "label": "beam end length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam end length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "cantilever / support length criterion",
      "value": "CL1 + 300mm OR 0.25 L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "maximum spacing",
      "value": "50 (MAX)",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam end length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "development length",
      "value": "Ld + 10 db",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "development length",
      "value": "Ld + 10 db",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam length",
      "value": "CL1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "brick wall detail"
    },
    {
      "label": "vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "reinforcement cage"
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "brick wall detail"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "pile-related detail"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile-related detail"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile-related detail"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile-related detail"
    },
    {
      "label": "E.G.L. elevation",
      "value": "EL (±) 0.000",
      "unit": "M",
      "appliesTo": ""
    },
    {
      "label": "top of pile cap elevation",
      "value": "EL (-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile elevation",
      "value": "EL (-) 1.500",
      "unit": "M",
      "appliesTo": "pile"
    }
  ],
  "notes": [
    "(WHICH EVER IS HIGHER)",
    "2–Y16(ALTh.)",
    "Y8@150 C/C",
    "4–Y16(ALTh.)",
    "1 – Y16"
  ],
  "labels": [
    "CANTILEVER",
    "TYPICAL REINFORCEMENT DETAILS OF BEAM",
    "SCALE - N.T.S.",
    "P.L.",
    "G.L.",
    "E.G.L",
    "TOP OF PILE CAP",
    "TOP OF PILE",
    "CUT OFF LVL."
  ],
  "description": "The upper portion is a typical longitudinal reinforcement detail for a beam, showing cantilever/end reinforcement, bar marks, development lengths, and beam segments identified as CL1, ST1, ST2, L1, and L2. The lower portion is a partial foundation-related detail showing two brick wall fragments with reinforcement below them and a separate pile-related elevation with pile-cap, pile-top, and cut-off-level annotations."
}

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

crop

p01_r06 reinforcement schedule table for rcc columns

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r06_reinforcement_schedule_table_for_rcc_columns
Original
p01_r06 reinforcement schedule table for rcc columns
{
  "view": "Schedule",
  "objects": [
    {
      "name": "reinforced concrete column",
      "tag": "C1,C4,C8,C9,C13,C20",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Column size shown as 300 X 500; longitudinal reinforcement differs between lower and upper storey ranges."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 12,
      "note": "Column size shown as 300 X 500; longitudinal reinforcement differs between lower and upper storey ranges."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C10,C14,C17",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Column size shown as 300 X 500."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C5,C6",
      "shape": "square",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Column size shown as 250 X 250."
    },
    {
      "name": "column ties",
      "tag": "",
      "shape": "closed rectangular tie",
      "material": "",
      "count": null,
      "note": "Y8 ties/links shown in column schedule."
    },
    {
      "name": "tie beam",
      "tag": "TB1, TB2, TB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Three beam schedule marks are visible."
    },
    {
      "name": "floor beam",
      "tag": "FB1, FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only two floor-beam schedule rows are visible; crop cuts off the schedule below FB2."
    },
    {
      "name": "stirrup",
      "tag": "",
      "shape": "closed rectangular with hooked end",
      "material": "",
      "count": null,
      "note": "Stirrup detail shown."
    },
    {
      "name": "beam-column junction reinforcement",
      "tag": "",
      "shape": "vertical column with intersecting horizontal beams",
      "material": "",
      "count": null,
      "note": "Typical ductile beam-column junction detail shown."
    },
    {
      "name": "beam anchorage reinforcement",
      "tag": "",
      "shape": "bent reinforcing bar",
      "material": "",
      "count": null,
      "note": "External-joint anchorage detail is partially visible."
    }
  ],
  "measurements": [
    {
      "label": "Schedule scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SCHEDULE OF COLUMNS"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column longitudinal reinforcement, foundation to 1st floor",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Near-junction ties",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Rest-portion ties",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column longitudinal reinforcement, foundation to 1st floor",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Near-junction ties",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Rest-portion ties",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column longitudinal reinforcement, foundation to 1st floor",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Near-junction ties",
      "value": "1-LINK 2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Rest-portion ties",
      "value": "1-LINK 2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column size B X D",
      "value": "250 X 250",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column longitudinal reinforcement, foundation to 1st floor",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column section dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Near-junction ties",
      "value": "1-TIE Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Rest-portion ties",
      "value": "1-TIE Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Stirrup hook length",
      "value": "100 (≥75mm)",
      "unit": "",
      "appliesTo": "STIRRUP DETAIL"
    },
    {
      "label": "Anchorage length",
      "value": "Ld + 10db",
      "unit": "",
      "appliesTo": "ANCHORAGE OF BEAM IN AN EXTERNAL JOINT"
    },
    {
      "label": "Junction confinement length",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Link spacing",
      "value": "8Φ LINK @120 c/c",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Link spacing",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Typical anchorage length",
      "value": "Ld+10db (TYP)",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Effective column length",
      "value": "LENGTH (L)",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Tie beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam size D",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam size D",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam size D",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +1-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Floor beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam size D",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Floor beam size D",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    }
  ],
  "notes": [
    "(d = DIA OF STIRRUP BAR)",
    "BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION"
  ],
  "labels": [
    "SCHEDULE OF COLUMNS (SCALE - 1:25)",
    "COLUMN MARKED",
    "COLUMN NOS.",
    "COLUMN SIZE",
    "FOUNDATION TO 1ST FLOOR",
    "2ND FLOOR TO ABOVE ROOF",
    "STIRRUP ARRANGEMENT & SPACING",
    "NEAR JUNCTION",
    "REST PORTION",
    "STIRRUP DETAIL",
    "ANCHORAGE OF BEAM IN AN EXTERNAL JOI…",
    "END BEAM COLUMN JUNCTION",
    "BEAM STIRRUPS",
    "EFFECTIVE LENGTH OF COLUMN (L)",
    "FOR CONTINUOUS BEAM COLUMN JUNCTION",
    "SCHEDULE OF TIE BEAMS",
    "BEAM MKD.",
    "SIZE (MM)",
    "REINFORCEMENT",
    "SUPPORT",
    "SPAN",
    "TOP",
    "BOTTOM",
    "STIRRUP",
    "SCHEDULE OF FLOOR BEAMS",
    "TYPICAL DUCTILE DETAIL OF BEAM COLUMN JUNCTION"
  ],
  "description": "This crop primarily shows a schedule of reinforced-concrete columns, with column marks, quantities, section sizes, longitudinal reinforcement, and tie arrangements. It also includes schedules for tie beams and floor beams, plus a stirrup detail, a partially visible beam anchorage detail, and a typical ductile beam-column junction reinforcement detail."
}

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

crop

p01_r08 bar anchorage detail at roof level external joint

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r08_bar_anchorage_detail_at_roof_level_external_joint
Original
p01_r08 bar anchorage detail at roof level external joint
{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular long section with central thickened portion",
      "material": "",
      "count": 1,
      "note": "Partial typical long section shown with top and bottom reinforcement."
    },
    {
      "name": "FB1 beam section",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Two sections are labelled SUPPORT and one is labelled SPAN."
    },
    {
      "name": "FB2 beam section",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Two sections are labelled SUPPORT and one is labelled SPAN."
    },
    {
      "name": "FB3 beam section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One SUPPORT and one SPAN section are visible."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Shown in slab long section and in FB section details; bar callouts vary by support and span."
    },
    {
      "name": "stirrups",
      "tag": "",
      "shape": "closed rectangular links",
      "material": "",
      "count": null,
      "note": "Called out as Y8@150 C/C in the FB section details."
    }
  ],
  "measurements": [
    {
      "label": "top reinforcement extension",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "top reinforcement extension",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bottom reinforcement extension",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bottom reinforcement extension",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "FB1 support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 span section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 span section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 right support section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 right support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB2 support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 span section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 span section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 right support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 right support section width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB3 support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 span section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 span section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "stirrup spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB1, FB2, FB3"
    },
    {
      "label": "scale",
      "value": "N.T.S.",
      "unit": "",
      "appliesTo": "TYPICAL LONG SECTION OF SLAB"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB1"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB2"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB3"
    }
  ],
  "notes": [
    "BAR",
    "BOT. BA",
    "2-Y16(ALTH.)",
    "Y8@150 C/C",
    "+2-Y16(EX.TOP)",
    "+2-Y16(EX.BOT.)"
  ],
  "labels": [
    "TYPICAL LONG SECTION OF SLAB",
    "SCALE - N.T.S.",
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB1",
    "SCALE = 1 : 25",
    "DETAIL OF FB2",
    "DETAIL OF FB3"
  ],
  "description": "The crop shows a partial typical longitudinal section of a reinforced slab, including top and bottom bar layouts and extension dimensions expressed as fractions of L1 and L2. Below it are rectangular reinforcement cross-section details for FB1, FB2, and FB3 at support and span locations; the FB3 detail is only partly shown within the crop."
}

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

crop

p01_r11 reinforcement cross section of floor beam fb1

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r11_reinforcement_cross_section_of_floor_beam_fb1
Original
p01_r11 reinforcement cross section of floor beam fb1
{
  "view": "Detail",
  "objects": [
    {
      "name": "FB1 reinforced concrete beam section",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Two complete sections are shown at SUPPORT and SPAN; additional lower sections are only partially visible in the crop."
    },
    {
      "name": "main reinforcing bars",
      "tag": "",
      "shape": "circular",
      "material": "reinforcing steel",
      "count": null,
      "note": "Red-filled circular bars are shown at section corners; callouts state 2-Y16 (ALTH.) at top and bottom of the complete sections."
    },
    {
      "name": "stirrups / links",
      "tag": "",
      "shape": "rectangular closed link",
      "material": "reinforcing steel",
      "count": null,
      "note": "A rectangular internal link is indicated by the Y8@150 C/C callout."
    }
  ],
  "measurements": [
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section top reinforcement"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section bottom reinforcement"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SPAN section"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SPAN section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SPAN section top reinforcement"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 SPAN section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SPAN section bottom reinforcement"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "partially visible lower-left section"
    },
    {
      "label": "additional reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "partially visible lower-left section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "partially visible lower-right section"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB1"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB1",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows reinforcement cross-section details for rectangular member FB1 at SUPPORT and SPAN locations. Both complete sections are dimensioned 250 wide by 450 deep and show Y16 longitudinal bars with Y8 links at 150 C/C; further reinforcement sections are cropped at the bottom."
}

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

crop

p01_r12 typical ductile detail of beam column junction

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r12_typical_ductile_detail_of_beam_column_junction
Original
p01_r12 typical ductile detail of beam column junction
{
  "view": "Detail",
  "objects": [
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column reinforcement detail; only a portion of the column is shown."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beam frames into each side of the column at separate junctions."
    },
    {
      "name": "column links",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "",
      "count": null,
      "note": "Links are shown at 120 C/C and 150 C/C in different column regions."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown within both beam portions."
    },
    {
      "name": "beam and column reinforcement",
      "tag": "",
      "shape": "continuous bars",
      "material": "",
      "count": null,
      "note": "Shown continuous over the lower beam-column junction."
    }
  ],
  "measurements": [
    {
      "label": "LINK",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "column links at top of crop"
    },
    {
      "label": "",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "top column link zone"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "top column link zone"
    },
    {
      "label": "",
      "value": "Ld+10db (TYP)",
      "unit": "",
      "appliesTo": "upper beam-column junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "end beam column junction"
    },
    {
      "label": "",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column link zone below upper junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column link zone below upper junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "central column link zone"
    },
    {
      "label": "",
      "value": "Ld+10db",
      "unit": "",
      "appliesTo": "column lap/junction reinforcement"
    },
    {
      "label": "",
      "value": "(LAP)",
      "unit": "",
      "appliesTo": "column reinforcement lap"
    },
    {
      "label": "",
      "value": "EFFECTIVE LENGHT OF COLUMN (L)",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "continuous beam column junction"
    },
    {
      "label": "",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column link zone above lower junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column link zone above lower junction"
    },
    {
      "label": "",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column link zone below lower junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column link zone below lower junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "bottom column link zone"
    }
  ],
  "notes": [
    "BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION"
  ],
  "labels": [
    "END BEAM COLUMN JUNCTION",
    "BEAM STIRRUPS",
    "EFFECTIVE LENGHT OF COLUMN (L)",
    "(LAP)",
    "FOR CONTINUOUS BEAM COLUMN JUNCTION"
  ],
  "description": "This crop is a reinforcement detail for a vertical column at two beam-column junctions. It shows column link spacing zones, beam stirrups, lap/development-length indications, and the requirement for beam and column reinforcement to remain continuous over the junction."
}

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

crop

p01_r13 typical ductile detail of beam column junction

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r13_typical_ductile_detail_of_beam_column_junction
Original
p01_r13 typical ductile detail of beam column junction
{
  "view": "Detail",
  "objects": [
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical member shown continuously through beam joints."
    },
    {
      "name": "transverse reinforcement",
      "tag": "",
      "shape": "rectangular closed ties",
      "material": "reinforcing steel",
      "count": null,
      "note": "Closely spaced within the joint confinement regions; spaced along the column elsewhere."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One beam segment frames into the column at the upper joint on the right; beam segments frame into the lower joint from both sides."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in the beam segments framing into the column."
    },
    {
      "name": "confined joint reinforcement",
      "tag": "",
      "shape": "rectangular closed ties",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout identifies a confined joint with beams framing into all four sides."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "SPLICE",
      "value": "",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "h",
      "value": "",
      "unit": "",
      "appliesTo": "column"
    }
  ],
  "notes": [
    "CONFINED JOINT WITH BEAMS FRAMING INTO ALL FOUR SIDES CONFINING REINFORCEMENT"
  ],
  "labels": [
    "TRANSVERSE REINFORCEMENT",
    "SPLICE",
    "h"
  ],
  "description": "This crop is a reinforcement detailing view of a rectangular vertical column at beam-column joints. It shows transverse column reinforcement, splice location, beam stirrups, and confined joint reinforcement where beams frame into the joint."
}

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

crop

p01_r15 reinforcement cross section of floor beam fb2

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r15_reinforcement_cross_section_of_floor_beam_fb2
Original
p01_r15 reinforcement cross section of floor beam fb2
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcing link",
      "tag": "Y8",
      "shape": "rectangular closed link",
      "material": "",
      "count": 4,
      "note": "One link is shown in each of the FB2 and FB3 support and span sections; callout: Y8@150 C/C."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "Y16",
      "shape": "circular bar end in section",
      "material": "",
      "count": 2,
      "note": "FB2 SUPPORT: 2-Y16(ALTh.) shown at bottom."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "Y16",
      "shape": "circular bar end in section",
      "material": "",
      "count": 4,
      "note": "FB2 SPAN: 2-Y16(ALTh.) and +2-Y16(EX.BOT.) shown at bottom."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "Y16",
      "shape": "circular bar end in section",
      "material": "",
      "count": 6,
      "note": "FB3 SUPPORT: 2-Y16(ALTh.) and +2-Y16(EX.TOP) shown at top, with 2-Y16(ALTh.) at bottom."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "Y16",
      "shape": "circular bar end in section",
      "material": "",
      "count": 4,
      "note": "FB3 SPAN: 2-Y16(ALTh.) shown at top and 2-Y16(ALTh.) shown at bottom."
    },
    {
      "name": "reinforced member section outline",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "reinforced member section outline",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 SUPPORT"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 SUPPORT"
    },
    {
      "label": "Y8 reinforcing link spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB2 SUPPORT"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 SPAN"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 SPAN"
    },
    {
      "label": "Y8 reinforcing link spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB2 SPAN"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 SUPPORT"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 SUPPORT"
    },
    {
      "label": "Y8 reinforcing link spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB3 SUPPORT"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 SPAN"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 SPAN"
    },
    {
      "label": "Y8 reinforcing link spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB3 SPAN"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB2"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB3"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB2",
    "SCALE = 1 : 25",
    "DETAIL OF FB3"
  ],
  "description": "This crop shows rectangular reinforcement cross-section details for FB2 and FB3, each at support and span locations. Each shown section is dimensioned 250 by 450 and includes Y8 links at 150 C/C with differing Y16 longitudinal bar arrangements at support and span."
}

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

crop

p01_r16 sectional rebar detail of staircase flights

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r16_sectional_rebar_detail_of_staircase_flights
Original
p01_r16 sectional rebar detail of staircase flights
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforced concrete beam reinforcement section",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three small rectangular reinforcement cross-sections are visible at the top of the crop; the leftmost related detail title is partial."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "stepped with sloping soffit",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in typical Section Z-Z and in part on the foundation plan."
    },
    {
      "name": "upstand beam at intermediate level",
      "tag": "B15",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At the upper stair landing/intermediate level."
    },
    {
      "name": "beam at floor level",
      "tag": "B13",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at the lower stair landing/floor-level junction."
    },
    {
      "name": "beam at floor level",
      "tag": "B16",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Partially visible at right edge of stair section."
    },
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated throughout the partial foundation plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated in the partial foundation plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Located adjacent to the stair opening in the plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated along the right side of the partial foundation plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Stair and landing reinforcement, shown at 150 C/C."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Stair and landing reinforcement, shown at 150 C/C."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y16",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Longitudinal reinforcement shown in the rectangular beam reinforcement sections."
    }
  ],
  "measurements": [
    {
      "label": "beam section depth",
      "value": "400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section width",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section depth",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section width",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section depth",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section width",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y8"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y12"
    },
    {
      "label": "horizontal dimension at intermediate level",
      "value": "500",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "horizontal dimension at intermediate level",
      "value": "1200",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "vertical dimension at intermediate level",
      "value": "450",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "beam/slab thickness",
      "value": "150",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "stair flight dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "stair flight dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "floor-level horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "floor-level horizontal dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "beam/slab thickness",
      "value": "450",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "floor-level horizontal dimension",
      "value": "1150",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "beam width",
      "value": "250",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "horizontal grid dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "5750",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "6181",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair opening dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "stair opening dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "sloping grid dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "sloping grid dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "sloping grid dimension",
      "value": "257",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "2-Y16(ALTh.)",
    "Y8@150 C/C",
    "2-Y16(ALTh.) +1-Y16(EXT.BOT.)",
    "2-Y16(ALTh.) +2-Y16(EXT.TOP)",
    "Y12 @ 150 C/C",
    "Y8 @ 150 C/C"
  ],
  "labels": [
    "SPAN",
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB3",
    "SCALE = 1 : 25",
    "DETAIL OF FB3",
    "SCALE = 1 : 25",
    "INTERMEDIATE LEVEL",
    "FLOOR LEVEL",
    "TYPICAL SECTIONAL DETAILS OF STAIR",
    "NOT TO SCALE",
    "SECTION: Z-Z",
    "LANDING BEAM",
    "N",
    "Z",
    "A",
    "C",
    "D",
    "E'",
    "F",
    "F'",
    "I",
    "2",
    "3",
    "7",
    "8",
    "9'",
    "SI",
    "S2",
    "S4"
  ],
  "description": "The upper portion of the crop shows typical sectional details of a reinforced-concrete stair, including an upstand beam B15 at intermediate level and beams B13 and B16 at floor level, with Y12 and Y8 reinforcement callouts. The lower portion is a partial foundation/structural plan showing repeated foundation beams FB1, FB2, FB4 and FB5, a stair opening, grid references, and a north arrow. Small beam reinforcement cross-section details, including DETAIL OF TB3 and DETAIL OF FB3, are visible along the top edge."
}

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

crop

p01_r18 reinforcement cross section of floor beam fb3

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r18_reinforcement_cross_section_of_floor_beam_fb3
Original
p01_r18 reinforcement cross section of floor beam fb3
{
  "view": "Detail",
  "objects": [
    {
      "name": "Stepped structural member/profile",
      "tag": "FB3",
      "shape": "stepped upper edge with sloping lower edge",
      "material": "",
      "count": 1,
      "note": "Only a partial portion of the detail is visible in this crop."
    },
    {
      "name": "Reinforcement bars",
      "tag": "",
      "shape": "circular bar ends along two parallel sloping lines",
      "material": "",
      "count": 14,
      "note": "Bars are shown in red; one lower bar end at the left edge is partial."
    }
  ],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB3"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB3",
    "SCALE = 1 : 25",
    "E LEVEL (partial)",
    "C/C (partial)"
  ],
  "description": "This crop is a partial structural detail titled DETAIL OF FB3, with SUPPORT and SPAN identified at the top. It shows a stepped, sloping member profile containing two sloping rows of reinforcement bar ends; the left-side level and spacing text is cropped."
}

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

crop

p01_r20 reinforcement schedule for tie beams

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r20_reinforcement_schedule_for_tie_beams
Original
p01_r20 reinforcement schedule for tie beams
{
  "view": "Schedule",
  "objects": [
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Size (D)",
      "value": "400",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Size (B)",
      "value": "300",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Support top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    }
  ],
  "notes": [],
  "labels": [
    "SCHEDULE OF FLOOR BEAMS",
    "BEAM MKD.",
    "SIZE (MM)",
    "(B)",
    "(D)",
    "REINFORCEMENT",
    "SUPPORT",
    "SPAN",
    "TOP",
    "BOTTOM",
    "STIRRUP",
    "SCHEDULE OF SLAB",
    "TYPICAL DUCTILE DET... partial",
    "BEAM COLUMN JUNC... partial",
    "F",
    "G",
    "A"
  ],
  "description": "This crop principally shows the Schedule of Floor Beams for beam marks FB1 through FB5. It provides rectangular beam sizes and support, span, and stirrup reinforcement; the lower edge also contains only the title portion of a Schedule of Slab, with a partial adjacent ductile beam-column junction detail."
}

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

crop

p01_r22 framing plan of third floor beams

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r22_framing_plan_of_third_floor_beams
Original
p01_r22 framing plan of third floor beams
{
  "view": "Schedule",
  "objects": [
    {
      "name": "scheduled member",
      "tag": "FB3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only a partial row of an upper schedule is visible."
    },
    {
      "name": "scheduled member",
      "tag": "FB4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only a partial row of an upper schedule is visible."
    },
    {
      "name": "scheduled member",
      "tag": "FB5",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only a partial row of an upper schedule is visible."
    },
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Scheduled slab panel."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Scheduled slab panel."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Scheduled slab panel."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Scheduled slab panel."
    },
    {
      "name": "pile cap",
      "tag": "2P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled pile cap."
    },
    {
      "name": "pile cap",
      "tag": "3P",
      "shape": "",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Size noted as AS/DRG."
    },
    {
      "name": "pile cap",
      "tag": "4P",
      "shape": "square",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled pile cap."
    },
    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled pile cap."
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled pile cap."
    },
    {
      "name": "pile",
      "tag": "P-3",
      "shape": "circular",
      "material": "concrete, grade M25",
      "count": 3,
      "note": "Three P-3 pile symbols are visible in the partial plan at the bottom of the crop."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "One additional pile symbol is partially cut off at the right edge of the partial plan."
    }
  ],
  "measurements": [
    {
      "label": "FB3",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB4",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S1"
    },
    {
      "label": "top reinforcement at support",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "bottom reinforcement at support",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "thickness",
      "value": "150",
      "unit": "MM",
      "appliesTo": "S2"
    },
    {
      "label": "top reinforcement at support",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "bottom reinforcement at support",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S3"
    },
    {
      "label": "top reinforcement at support",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "bottom reinforcement at support",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S4"
    },
    {
      "label": "top reinforcement at support",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "bottom reinforcement at support",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "size",
      "value": "2100 X 750",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "reinforcement in shorter direction",
      "value": "4L-Y10 @ 150 C/C",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "reinforcement in shorter direction (top)",
      "value": "Y10 @ 130 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "reinforcement in shorter direction (bottom)",
      "value": "Y10 @ 130 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "size",
      "value": "2100 X 2100",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "reinforcement in shorter direction (top)",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "reinforcement in shorter direction (bottom)",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "size",
      "value": "3450 X 2100",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "reinforcement in shorter direction (top)",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "reinforcement in shorter direction (bottom)",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "size",
      "value": "3450 X 3088",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "reinforcement in shorter direction (top)",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "reinforcement in shorter direction (bottom)",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "pile diameter",
      "value": "450 Ø",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "termination level",
      "value": "-18.000M.",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "reinforcement",
      "value": "6 - Y16",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "capacity",
      "value": "32.50",
      "unit": "M.T.",
      "appliesTo": "P-3"
    },
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pile layout dimension",
      "value": "675",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "pile layout dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "P-3"
    }
  ],
  "notes": [
    "ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C",
    "GRADE OF CONCRETE - M25",
    "SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS",
    "GRADE OF CONCRETE - M25",
    "MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400KG/M³"
  ],
  "labels": [
    "SCHEDULE OF SLAB",
    "PANEL MKD.",
    "THICKNESS (MM)",
    "AT SUPPORT",
    "TOP",
    "BOTTOM",
    "PILE CAP SCHEDULE",
    "MKD.",
    "SIZE",
    "DEPTH",
    "REINFORCEMENT IN SHORTER DIRECTION",
    "REINFORCEMENT IN LONGER DIRECTION",
    "PILE SCHEDULE",
    "TYPE",
    "DIA OF PILE",
    "TERMINATION LEVEL",
    "REINFORCEMENT",
    "CAPACITY",
    "A",
    "C",
    "D",
    "F"
  ],
  "description": "This crop primarily shows slab, pile-cap, and pile schedules, including reinforcement, dimensions, concrete grade, and pile capacity information. A small lower portion of a foundation layout is also visible, showing grid lines and three piles tagged P-3; the overall layout is cut off."
}

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

crop

p01_r23 framing plan of main roof beams

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r23_framing_plan_of_main_roof_beams
Original
p01_r23 framing plan of main roof beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular solid-filled symbols",
      "material": "",
      "count": null,
      "note": "Columns are shown at grid intersections; additional partial symbols occur in the lower cropped adjacent view."
    },
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "linear, including angled perimeter runs",
      "material": "",
      "count": null,
      "note": "Repeated beam designation throughout the layout."
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated beam designation."
    },
    {
      "name": "floor beam",
      "tag": "FB3",
      "shape": "linear, including perimeter return",
      "material": "",
      "count": null,
      "note": "Shown at the upper-right perimeter."
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Short internal beam runs."
    },
    {
      "name": "floor beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown in the right-central portion of the plan."
    },
    {
      "name": "floor slab panel",
      "tag": "SI",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": 17,
      "note": "Circular SI marks identify slab panels visible in the main layout."
    },
    {
      "name": "floor slab panel",
      "tag": "S2",
      "shape": "irregular panel",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "floor slab panel",
      "tag": "S3",
      "shape": "irregular panel",
      "material": "",
      "count": 5,
      "note": ""
    },
    {
      "name": "floor slab panel",
      "tag": "S4",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel tread lines",
      "material": "",
      "count": 1,
      "note": "Located between grid lines 3 and 4, adjacent to the LANDING BEAM label."
    },
    {
      "name": "landing beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Labelled LANDING BEAM beside the stair flight."
    }
  ],
  "measurements": [
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A to C"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C to D"
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D to F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to G"
    },
    {
      "label": "grid spacing",
      "value": "1625",
      "unit": "",
      "appliesTo": "Grid G to right-hand extension"
    },
    {
      "label": "offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Grid F / upper-right beam alignment"
    },
    {
      "label": "grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid I to 2"
    },
    {
      "label": "grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2 to 3"
    },
    {
      "label": "grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3 to 4"
    },
    {
      "label": "grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4 to 6"
    },
    {
      "label": "grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "Grid 6 to 9"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "Right-hand upper perimeter"
    },
    {
      "label": "vertical dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": "Right-hand perimeter"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Right-hand perimeter projection"
    },
    {
      "label": "offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Right-hand perimeter projection"
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "Stair/landing area"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Stair/landing area"
    },
    {
      "label": "vertical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5 area"
    },
    {
      "label": "vertical dimension",
      "value": "370",
      "unit": "",
      "appliesTo": "FB5 area"
    },
    {
      "label": "diagonal dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "Angled FB1 run; final character is unclear"
    },
    {
      "label": "diagonal dimension",
      "value": "1727",
      "unit": "",
      "appliesTo": "Angled lower-right layout"
    },
    {
      "label": "diagonal dimension",
      "value": "4145",
      "unit": "",
      "appliesTo": "Angled lower-right layout"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Angled lower-right layout"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Angled lower-right layout"
    },
    {
      "label": "grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "Grid A to B"
    },
    {
      "label": "grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "Grid B to E"
    },
    {
      "label": "grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "Grid E to F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to G"
    },
    {
      "label": "elevation",
      "value": "(+) 10.200",
      "unit": "M",
      "appliesTo": "TOP OF BEAM"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "Drawing scale"
    },
    {
      "label": "grid spacing",
      "value": "4005",
      "unit": "",
      "appliesTo": "Partial lower adjacent view"
    },
    {
      "label": "vertical dimension",
      "value": "4703",
      "unit": "",
      "appliesTo": "Partial lower adjacent view"
    },
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Partial lower adjacent view, Grid A to C"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Partial lower adjacent view, Grid C to D"
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Partial lower adjacent view, Grid D to F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Partial lower adjacent view, Grid F to G"
    }
  ],
  "notes": [],
  "labels": [
    "3RD FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 10.200M",
    "SCALE - 1:100",
    "LANDING BEAM",
    "N",
    "GATE",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "G'",
    "I",
    "2",
    "3",
    "4",
    "6",
    "9",
    "9'",
    "SPAN",
    "BOTTOM",
    "2L-Y8 @ 150 C/C",
    "Y8 @ 125 C/C",
    "Y10 @ 125 C/C",
    "Y8 @ 150 C/C"
  ],
  "description": "This crop principally shows the 3RD FLOOR BEAM LAYOUT plan at TOP OF BEAM (+) 10.200M. It documents a gridded floor framing arrangement with beams identified FB1 through FB5, slab-panel marks SI through S4, columns, a stair flight and a landing beam. A partial adjacent drawing and cropped reinforcement/table text are also visible at the left and lower edges."
}

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

crop

p01_r24 scr roof beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r24_scr_roof_beam_layout
Original
p01_r24 scr roof beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "FB1",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam designation throughout both visible layouts."
    },
    {
      "name": "beam",
      "tag": "FB2",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Visible at the upper and stair/landing portions of the roof beam layout."
    },
    {
      "name": "beam",
      "tag": "FB3",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Visible in the left-hand partial beam layout."
    },
    {
      "name": "beam",
      "tag": "FB4",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Visible adjacent to the stair opening in the roof beam layout."
    },
    {
      "name": "beam",
      "tag": "FB5",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Visible in both layouts."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "linear rectangular",
      "material": "",
      "count": 1,
      "note": "Callout points to the stair landing beam in the roof beam layout."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel treads",
      "material": "",
      "count": 1,
      "note": "Visible between grid lines 3 and 4 in the roof beam layout."
    },
    {
      "name": "slab panel",
      "tag": "SI",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": null,
      "note": "Repeated slab/panel mark in both visible layouts."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular panel",
      "material": "",
      "count": null,
      "note": "Visible in both layouts."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "irregular/triangular panel",
      "material": "",
      "count": null,
      "note": "Visible in the left-hand partial layout."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular panel",
      "material": "",
      "count": null,
      "note": "Visible adjacent to the stair/landing areas."
    },
    {
      "name": "column/support symbol",
      "tag": "",
      "shape": "solid square",
      "material": "",
      "count": null,
      "note": "Repeated solid square symbols occur at beam intersections; no member tag is printed."
    },
    {
      "name": "gate",
      "tag": "",
      "shape": "splayed linear outline",
      "material": "",
      "count": 1,
      "note": "Only a partial gate is visible in the lower partial drawing."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2371",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "370",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "251",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "angled dimension",
      "value": "1727",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair/landing horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair/landing horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "257",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "4290",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "(+) 10.200M",
      "unit": "",
      "appliesTo": "partial left-hand beam layout title"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "partial left-hand beam layout"
    },
    {
      "label": "elevation",
      "value": "(+) 13.800M",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "lower partial drawing"
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "lower partial drawing"
    },
    {
      "label": "vertical dimension",
      "value": "4063",
      "unit": "",
      "appliesTo": "lower partial drawing"
    },
    {
      "label": "horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "lower partial roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "lower partial roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "lower partial roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "lower partial roof beam layout"
    }
  ],
  "notes": [
    "TYPICAL SECTIONAL DETAILS OF STAIR",
    "NOT TO SCALE",
    "SECTION: Z-Z",
    "HALF LANDING BEAM"
  ],
  "labels": [
    "ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 13.800M",
    "SCALE - 1:100",
    "GATE",
    "N",
    "Z",
    "Y8 @",
    "A",
    "B",
    "B'",
    "C",
    "D",
    "E",
    "E'",
    "F",
    "F'",
    "G",
    "G'",
    "I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'"
  ],
  "description": "The crop primarily shows a roof beam layout plan at top of beam (+) 13.800M, with FB1 through FB5 beam designations, slab-panel marks, support symbols, and a stair flight with landing beam. A left-hand beam layout at elevation (+) 10.200M is only partially visible, and further partial plan content appears along the bottom edge, including a gate outline."
}

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

crop

p01_r25 reinforcement schedule for floor beams

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r25_reinforcement_schedule_for_floor_beams
Original
p01_r25 reinforcement schedule for floor beams
{
  "view": "Schedule",
  "objects": [
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Marked in the partial plan and scheduled."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in slab schedule only."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in slab schedule only."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Marked in the partial plan and scheduled."
    },
    {
      "name": "pile cap",
      "tag": "2P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "pile cap",
      "tag": "3P",
      "shape": "",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Size stated as AS/DRG."
    },
    {
      "name": "pile cap",
      "tag": "4P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Schedule row is partially cut off at bottom of crop."
    },
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in partial plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in partial plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in partial plan."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in partial plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Reinforcement is specified in the slab and pile cap schedules."
    }
  ],
  "measurements": [
    {
      "label": "S1 thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S1"
    },
    {
      "label": "S1 reinforcement at support, top",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "S1 reinforcement at support, bottom",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "S1 reinforcement at span, bottom",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "S2 thickness",
      "value": "150",
      "unit": "MM",
      "appliesTo": "S2"
    },
    {
      "label": "S2 reinforcement at support, top",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "S2 reinforcement at support, bottom",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "S2 reinforcement at span, bottom",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "S3 thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S3"
    },
    {
      "label": "S3 reinforcement at support, top",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "S3 reinforcement at support, bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "S3 reinforcement at span, bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "S4 thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S4"
    },
    {
      "label": "S4 reinforcement at support, top",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "S4 reinforcement at support, bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "S4 reinforcement at span, bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "distribution reinforcement",
      "value": "Y8 @ 200 C/C",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2P size",
      "value": "2100 X 750",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P reinforcement in shorter direction",
      "value": "4L-Y10 @ 150 C/C",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P reinforcement in longer direction, top",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P reinforcement in longer direction, bottom",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "3P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P reinforcement in shorter direction, top",
      "value": "Y10 @ 130 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P reinforcement in shorter direction, bottom",
      "value": "Y10 @ 130 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P reinforcement in longer direction, top",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P reinforcement in longer direction, bottom",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "4P size",
      "value": "2100 X 2100",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P reinforcement in shorter direction, top",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P reinforcement in shorter direction, bottom",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P reinforcement in longer direction, top",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P reinforcement in longer direction, bottom",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "6P size",
      "value": "3450 X 2100",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P reinforcement in shorter direction, top",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P reinforcement in shorter direction, bottom",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P reinforcement in longer direction, top",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P reinforcement in longer direction, bottom",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "8P size",
      "value": "3450 X 3088",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P reinforcement in shorter direction, top",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P reinforcement in shorter direction, bottom",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P reinforcement in longer direction, top",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P reinforcement in longer direction, bottom",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "grid spacing A to C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 1 to 2",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 2 to 3",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 3 to 4",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 4 to 6",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "740",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C",
    "GRADE OF CONCRETE - M25"
  ],
  "labels": [
    "SCHEDULE OF SLAB",
    "PANEL MKD.",
    "THICKNESS (MM)",
    "AT SUPPORT",
    "AT SPAN",
    "TOP",
    "BOTTOM",
    "PILE CAP SCHEDULE",
    "MKD.",
    "SIZE",
    "DEPTH",
    "REINFORCEMENT IN SHORTER DIRECTION",
    "REINFORCEMENT IN LONGER DIRECTION",
    "AS/DRG.",
    "A",
    "C",
    "1",
    "2",
    "3",
    "4",
    "6",
    "N"
  ],
  "description": "The crop primarily shows a Schedule of Slab and a Pile Cap Schedule, including slab thicknesses and reinforcement requirements and pile-cap sizes, depths, and reinforcement. At right, a partial foundation/slab plan is visible between grid lines A and C, showing FB1, FB2, FB4, slab panel marks, and a half landing beam; the plan is cropped and does not show the complete work."
}

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

crop

p01_r26 3rd floor beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r26_3rd_floor_beam_layout
Original
p01_r26 3rd floor beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "linear rectangular beam layout",
      "material": "",
      "count": null,
      "note": "Repeated in the 3rd-floor beam layout."
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "linear rectangular beam layout",
      "material": "",
      "count": null,
      "note": "Repeated in the 3rd-floor beam layout."
    },
    {
      "name": "floor beam",
      "tag": "FB3",
      "shape": "linear rectangular beam layout",
      "material": "",
      "count": null,
      "note": "Visible at the upper-right portion of the 3rd-floor layout."
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "linear rectangular beam layout",
      "material": "",
      "count": null,
      "note": "Visible around the stair/landing opening."
    },
    {
      "name": "floor beam",
      "tag": "FB5",
      "shape": "linear rectangular beam layout",
      "material": "",
      "count": null,
      "note": "Visible in the central and lower-right portions of the 3rd-floor layout."
    },
    {
      "name": "stair and half landing",
      "tag": "",
      "shape": "rectangular stair flight and landing opening",
      "material": "",
      "count": null,
      "note": "Shown in the 3rd-floor and roof beam layouts; another stair flight is partly visible in the lower-right plan."
    },
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "rectangular and irregular plan panels",
      "material": "",
      "count": null,
      "note": "Repeated throughout the 3rd-floor and roof beam layouts."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular plan panel",
      "material": "",
      "count": null,
      "note": "Visible near the upper central areas of the 3rd-floor and roof layouts."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "irregular/triangular plan panel",
      "material": "",
      "count": null,
      "note": "Visible at the upper-left and diagonal lower portions of the 3rd-floor layout."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular plan panel",
      "material": "",
      "count": null,
      "note": "Visible adjacent to the half landing."
    },
    {
      "name": "column",
      "tag": "C1–C19",
      "shape": "square plan symbol",
      "material": "",
      "count": 19,
      "note": "Column tags are visible in the lower-left partial column layout; some text is small/cropped."
    },
    {
      "name": "tie beam",
      "tag": "TB1",
      "shape": "linear rectangular beam layout",
      "material": "",
      "count": null,
      "note": "Repeated in the lower-right partial beam layout."
    },
    {
      "name": "tie beam",
      "tag": "TB2",
      "shape": "linear rectangular beam layout",
      "material": "",
      "count": null,
      "note": "Repeated in the lower-right partial beam layout."
    },
    {
      "name": "tie beam",
      "tag": "TB3",
      "shape": "linear rectangular beam layout",
      "material": "",
      "count": null,
      "note": "Visible in the lower-right partial beam layout."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "3rd floor beam layout / roof beam layout"
    },
    {
      "label": "horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "3rd floor beam layout / roof beam layout"
    },
    {
      "label": "horizontal grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "3rd floor beam layout / roof beam layout"
    },
    {
      "label": "horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "3rd floor beam layout"
    },
    {
      "label": "horizontal grid spacing",
      "value": "1625",
      "unit": "",
      "appliesTo": "3rd floor beam layout"
    },
    {
      "label": "offset dimension",
      "value": "+225",
      "unit": "",
      "appliesTo": "upper-right gridline offset"
    },
    {
      "label": "vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "3rd floor beam layout / roof beam layout"
    },
    {
      "label": "vertical grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "3rd floor beam layout / roof beam layout"
    },
    {
      "label": "vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "3rd floor beam layout / roof beam layout"
    },
    {
      "label": "vertical grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "3rd floor beam layout / roof beam layout"
    },
    {
      "label": "vertical grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "3rd floor beam layout / roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "upper-right portion of 3rd floor beam layout"
    },
    {
      "label": "overall vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "upper-right portion of 3rd floor beam layout"
    },
    {
      "label": "offset dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "right side of 3rd floor beam layout"
    },
    {
      "label": "opening/beam dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "FB4/stair opening area"
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "right side of 3rd floor beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "right side of 3rd floor beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "right side of 3rd floor beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "central FB5 area"
    },
    {
      "label": "vertical dimension",
      "value": "1370",
      "unit": "",
      "appliesTo": "central FB5 area"
    },
    {
      "label": "opening dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "stair/FB4 area"
    },
    {
      "label": "opening dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "stair/FB4 area"
    },
    {
      "label": "bottom horizontal grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "3rd floor beam layout"
    },
    {
      "label": "bottom horizontal grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "3rd floor beam layout"
    },
    {
      "label": "bottom horizontal grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "3rd floor beam layout"
    },
    {
      "label": "bottom horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "3rd floor beam layout"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "diagonal lower beam line"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "diagonal lower beam line"
    },
    {
      "label": "diagonal dimension",
      "value": "1727",
      "unit": "",
      "appliesTo": "diagonal lower beam line"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "diagonal lower beam line"
    },
    {
      "label": "roof-layout diagonal dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "diagonal lower beam line"
    },
    {
      "label": "top of beam level",
      "value": "(+) 10.200M",
      "unit": "",
      "appliesTo": "3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "top of beam level",
      "value": "(+) 13.800M",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "vertical dimension",
      "value": "4005",
      "unit": "",
      "appliesTo": "lower-left partial column layout"
    },
    {
      "label": "horizontal dimension",
      "value": "3701",
      "unit": "",
      "appliesTo": "lower-left partial column layout"
    },
    {
      "label": "column offset dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C1–C19 column layout"
    },
    {
      "label": "column offset dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C1–C19 column layout"
    },
    {
      "label": "dimension",
      "value": "2362",
      "unit": "",
      "appliesTo": "C15 area"
    },
    {
      "label": "dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "C15 area"
    },
    {
      "label": "tie-beam layout dimension",
      "value": "11400",
      "unit": "",
      "appliesTo": "lower-right partial beam layout"
    },
    {
      "label": "tie-beam layout dimension",
      "value": "2275",
      "unit": "",
      "appliesTo": "lower-right partial beam layout"
    },
    {
      "label": "tie-beam layout dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "lower-right partial beam layout"
    },
    {
      "label": "tie-beam diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "lower-right partial beam layout"
    },
    {
      "label": "tie-beam diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "lower-right partial beam layout"
    },
    {
      "label": "spacing",
      "value": "8 @ 125 C/C",
      "unit": "",
      "appliesTo": "partial schedule at upper-left edge"
    },
    {
      "label": "spacing",
      "value": "10 @ 125 C/C",
      "unit": "",
      "appliesTo": "partial schedule at upper-left edge"
    },
    {
      "label": "spacing",
      "value": "8 @ 150 C/C",
      "unit": "",
      "appliesTo": "partial schedule at upper-left edge"
    }
  ],
  "notes": [],
  "labels": [
    "3RD FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 10.200M",
    "SCALE - 1:100",
    "ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 13.800M",
    "SCALE - 1:100",
    "HALF LANDING BEAM",
    "GATE",
    "P-3",
    "PLAN",
    "BOTTOM",
    "SECTION: Z-Z",
    "NOT TO SCALE",
    "DETAILS OF STAIR",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'",
    "B'",
    "E'",
    "F'",
    "G'"
  ],
  "description": "This crop contains plan layouts for the 3rd-floor beam system and roof beam system, each showing gridded beam lines, slab panel marks, square column symbols, a half-landing stair opening, and a diagonal lower edge. The lower part of the crop also contains partial column and tie-beam layouts, while a small cropped schedule fragment and a partial stair-detail heading are visible at the edges."
}

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

crop

p01_r27 section through lift stair core

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r27_section_through_lift_stair_core
Original
p01_r27 section through lift stair core
{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered trapezoidal plan with rectangular top end",
      "material": "",
      "count": 1,
      "note": "Shown in the titled plan view."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Three dashed circular pile locations are visible within the pile cap."
    },
    {
      "name": "reinforcement bar grid",
      "tag": "",
      "shape": "orthogonal grid",
      "material": "steel",
      "count": null,
      "note": "Red reinforcement layout is shown across the pile cap; nominal Y12 bars are called out."
    },
    {
      "name": "central pedestal/column footprint",
      "tag": "",
      "shape": "rectangular with diagonal cross",
      "material": "",
      "count": 1,
      "note": "Located centrally near the upper-middle portion of the pile cap; no identifying tag is visible."
    },
    {
      "name": "roof beam layout",
      "tag": "FBI",
      "shape": "rectangular layout",
      "material": "",
      "count": 4,
      "note": "Partial lower drawing shows four FBI-labelled perimeter beams around SI."
    },
    {
      "name": "structural element",
      "tag": "SI",
      "shape": "rectangular plan area",
      "material": "",
      "count": 1,
      "note": "Shown at the centre of the partial LMR roof beam layout."
    },
    {
      "name": "circular reinforced concrete member",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Partial Section A-A shows a 450-diameter circular member with longitudinal bars, circular ties, and stiffener callout."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "",
      "shape": "circular bar locations",
      "material": "steel",
      "count": 6,
      "note": "Called out as 6-Y16 in the partial circular section."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "horizontal dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "horizontal dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "vertical dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "vertical dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "overall vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "vertical dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "sloping dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "bottom width",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "beam-layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FBI roof beam layout"
    },
    {
      "label": "beam-layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FBI roof beam layout"
    },
    {
      "label": "circular member diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 18.800M",
      "unit": "",
      "appliesTo": "LMR roof beam layout"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    },
    {
      "label": "scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "PLAN OF PILE CAP MARKED.: 3-P"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    }
  ],
  "notes": [
    "5-Y12 AT TOP & 5-Y16 AT BOT.",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "6-Y16",
    "Y8@150 C/",
    "Y16@1500 STIFFENER"
  ],
  "labels": [
    "SECTION AT : XX",
    "SCALE = 1 : 25",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25",
    "LMR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 18.800M",
    "SCALE - 1:100",
    "SECTION : A - A",
    "C",
    "D",
    "2",
    "3",
    "FBI",
    "SI",
    "N"
  ],
  "description": "The principal drawing is a plan of pile cap marked 3-P, with a tapered pile-cap outline, three circular pile positions, dimensions, and reinforcement layout/callouts. The lower part of the crop also includes partial LMR roof beam layout and a partial circular Section A-A reinforcement detail."
}

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

crop

p01_r28 framing plan of lift machine room roof beams

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r28_framing_plan_of_lift_machine_room_roof_beams
Original
p01_r28 framing plan of lift machine room roof beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "roof beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated along the dashed beam centre/edge lines; portions are cropped."
    },
    {
      "name": "roof beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible in the left roof layout."
    },
    {
      "name": "roof beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible around the small inset at the left roof layout."
    },
    {
      "name": "roof beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible on the vertical line near grid F in the left roof layout."
    },
    {
      "name": "roof slab",
      "tag": "S1",
      "shape": "rectangular and irregular polygonal",
      "material": "",
      "count": 7,
      "note": "S1 is shown in circled slab callouts across both layouts."
    },
    {
      "name": "roof slab",
      "tag": "S2",
      "shape": "irregular polygonal",
      "material": "",
      "count": 1,
      "note": "Shown in the upper area of the left roof layout."
    },
    {
      "name": "support location",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "Solid dark square symbols occur at beam intersections and ends; the crop contains partial layouts."
    },
    {
      "name": "triangular shaded area",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 2,
      "note": "One is shown in each layout; no identifying tag is printed adjacent to the shapes."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "6181",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal dimension",
      "value": "257",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "4290",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "2025",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 13.800M",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 16.650M",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    }
  ],
  "notes": [],
  "labels": [
    "ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 13.800M",
    "SCALE - 1:100",
    "SCR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 16.650M",
    "SCALE - 1:100",
    "N",
    "C",
    "D",
    "F",
    "I",
    "3",
    "8",
    "7",
    "A",
    "B",
    "2",
    "4",
    "9'",
    "B'",
    "E'",
    "F'",
    "Z"
  ],
  "description": "This crop shows a partial roof beam layout at top of beam elevation (+) 13.800M and a smaller SCR roof beam layout at top of beam elevation (+) 16.650M. Both plans show beam tags, slab identifiers, square support symbols, grid references, and setting-out dimensions; the left-hand layout is cropped at its left and upper edges."
}

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

crop

p01_r32 roof beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r32_roof_beam_layout
Original
p01_r32 roof beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered/trapezoidal plan fragment",
      "material": "",
      "count": null,
      "note": "Only the lower portion of the pile-cap plan is visible at the top of the crop."
    },
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "orthogonal mesh",
      "material": "steel",
      "count": null,
      "note": "Callout states nominal steel at top and bottom."
    },
    {
      "name": "roof beam",
      "tag": "FB1",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Repeated throughout the SCR and LMR roof beam layouts."
    },
    {
      "name": "roof beam",
      "tag": "FB2",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Visible in the lower roof beam layout plans."
    },
    {
      "name": "roof beam",
      "tag": "FB3",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Visible in the central lower roof beam layout."
    },
    {
      "name": "roof beam",
      "tag": "FB4",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Visible in the lower roof beam layout plans."
    },
    {
      "name": "roof beam",
      "tag": "FB5",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Visible in the central lower roof beam layout."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "rectangular beam/landing framing",
      "material": "",
      "count": null,
      "note": "Shown at the stair/landing area in the lower roof beam layouts."
    },
    {
      "name": "slab panel",
      "tag": "SI",
      "shape": "rectangular and irregular plan panels",
      "material": "",
      "count": null,
      "note": "Panels are identified by circled SI marks."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular plan panel",
      "material": "",
      "count": 1,
      "note": "Visible in the central lower roof beam layout."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular plan panel",
      "material": "",
      "count": null,
      "note": "Visible in the lower roof beam layout."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular plan panel",
      "material": "",
      "count": null,
      "note": "Visible around the landing areas."
    },
    {
      "name": "support block",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "Solid square blocks are shown at beam intersections and grid locations."
    },
    {
      "name": "circular reinforced member section",
      "tag": "SECTION : A - A",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Circular section shows six Y16 bars, Y8 ties, and Y16 stiffener reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "pile cap dimension",
      "value": "350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "pile cap width",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "pile cap overall depth",
      "value": "1169",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "grid spacing",
      "value": "6181",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "offset",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "beam/grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "beam/grid spacing",
      "value": "2025",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "LMR roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "LMR roof beam layout"
    },
    {
      "label": "section diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "reinforcement quantity and bar size",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "tie reinforcement spacing",
      "value": "Y8@150",
      "unit": "C/C",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "stiffener reinforcement spacing",
      "value": "Y16@1500",
      "unit": "C/C",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "nominal reinforcement spacing",
      "value": "Y12@150",
      "unit": "C/C",
      "appliesTo": "3-P"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 16.650M",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 18.800M",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "PLAN OF PILE CAP MARKED.: 3-P"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "grid spacing",
      "value": "1625",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "offset",
      "value": "225",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "5350",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1125",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1525",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1440",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "beam offset",
      "value": "1400",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "overall vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "overall vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "offset",
      "value": "257",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "beam/grid spacing",
      "value": "625",
      "unit": "",
      "appliesTo": "lower right roof beam layout"
    },
    {
      "label": "beam/grid spacing",
      "value": "1400",
      "unit": "",
      "appliesTo": "lower right roof beam layout"
    }
  ],
  "notes": [
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "(UP STANDING)"
  ],
  "labels": [
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCR ROOF BEAM LAYOUT",
    "LMR ROOF BEAM LAYOUT",
    "SECTION : A - A",
    "TOP OF BEAM (+) 16.650M",
    "TOP OF BEAM (+) 18.800M",
    "SCALE - 1:25",
    "SCALE - 1:100",
    "SCALE = 1 : 25",
    "HALF BEAM LANDING",
    "N",
    "A",
    "B",
    "C",
    "D",
    "F",
    "G",
    "I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8"
  ],
  "description": "The crop principally shows roof beam layout plans for SCR and LMR areas, including beam marks FB1 to FB5, slab-panel marks, support blocks, grid lines, and a half-landing framing area. It also includes a partial plan of pile cap marked 3-P with nominal reinforcement notation and a circular Section A-A reinforcement detail. Lower layout plans are cropped at their edges, so they show only part of the overall framing work."
}

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

crop

p01_r34 dimension and reinforcement table for pile caps

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r34_dimension_and_reinforcement_table_for_pile_caps
Original
p01_r34 dimension and reinforcement table for pile caps
{
  "view": "Plan",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Circular pile symbols are shown in four visible three-pile groups; pile schedule is shown above."
    },
    {
      "name": "pile cap / foundation",
      "tag": "P-3",
      "shape": "triangular / tapered polygonal",
      "material": "",
      "count": 4,
      "note": "Four partial P-3 foundation layouts are visible; lower portions of some are cropped."
    },
    {
      "name": "rectangular structural element",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "One solid dark rectangular element is located centrally within each visible P-3 pile group; it is not labelled."
    },
    {
      "name": "gate",
      "tag": "",
      "shape": "curved / linear",
      "material": "",
      "count": 1,
      "note": "Dashed gate line is shown at the right side, with solid end markers."
    }
  ],
  "measurements": [
    {
      "label": "Diameter of pile",
      "value": "450 Ø",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Termination level",
      "value": "-18.000M.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "6 - Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Capacity",
      "value": "32.50",
      "unit": "M.T.",
      "appliesTo": "pile"
    },
    {
      "label": "Grid spacing A to C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing C to D",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing D to F",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing F to G",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension at central P-3",
      "value": "675",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Horizontal dimension at central P-3",
      "value": "675",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Horizontal dimension at central P-3",
      "value": "375",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Horizontal dimension at central P-3",
      "value": "375",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Vertical dimension at central P-3",
      "value": "375",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Vertical dimension at central P-3",
      "value": "750",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Vertical dimension at central P-3",
      "value": "375",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Vertical dimension at central P-3",
      "value": "794",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Sloping dimension at central P-3",
      "value": "1919",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Sloping dimension at central P-3",
      "value": "1350",
      "unit": "",
      "appliesTo": "P-3"
    }
  ],
  "notes": [],
  "labels": [
    "TYPE",
    "DIA OF PILE",
    "TERMINATION LEVEL",
    "REINFORCEMENT",
    "CAPACITY",
    "A",
    "C",
    "D",
    "F",
    "G",
    "I",
    "K",
    "L",
    "GATE",
    "9"
  ],
  "description": "This crop shows a partial foundation layout plan with four visible P-3 three-pile foundation groups, grid lines, and a gate at the right edge. A pile schedule at the upper left gives the circular pile diameter, termination level, reinforcement, and capacity; the lower portions of the foundations are cropped."
}

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

crop

p01_r38 1st floor beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r38_1st_floor_beam_layout
Original
p01_r38 1st floor beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "straight and angled linear beam runs",
      "material": "",
      "count": null,
      "note": "FB1 is shown along horizontal, vertical and diagonal foundation/beam lines."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "straight linear beam runs",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "straight rectangular beam runs",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "straight vertical beam run",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "filled square support/column symbol",
      "tag": "",
      "shape": "square or rectangular",
      "material": "",
      "count": 18,
      "note": "Filled dark support symbols occur at grid and diagonal-line intersections."
    },
    {
      "name": "slab area",
      "tag": "S1",
      "shape": "rectangular and irregular plan areas",
      "material": "",
      "count": null,
      "note": "Circled S1 designations are shown in multiple areas."
    },
    {
      "name": "slab area",
      "tag": "S2",
      "shape": "rectangular plan area",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "slab area",
      "tag": "S3",
      "shape": "rectangular and irregular plan areas",
      "material": "",
      "count": null,
      "note": "Circled S3 designations are shown in several locations."
    },
    {
      "name": "slab area",
      "tag": "S4",
      "shape": "rectangular plan areas",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as a closely spaced lined rectangular area."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "offset dimension",
      "value": "+225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "offset dimension",
      "value": "125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "vertical dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "vertical grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "207",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "diagonal dimension",
      "value": "552",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "5578",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "vertical grid spacing",
      "value": "1525",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "1440",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "2300",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "horizontal dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "vertical dimension",
      "value": "87",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "226",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial dimension",
      "value": "442",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "HALF LANDING BEAM",
    "(UP STANDING)"
  ],
  "labels": [
    "A",
    "C",
    "D",
    "F",
    "E'",
    "F'",
    "I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'",
    "N"
  ],
  "description": "This crop is a partial structural foundation/beam layout plan on grids A, C, D and F, with numbered horizontal grid lines and additional angled grid geometry at the lower right. It shows beam runs identified as FB1, FB2, FB4 and FB5, filled support symbols, slab-area designations, and a half landing beam area; the drawing is cropped and does not show the full plan."
}

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

crop

p01_r39 2nd floor beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r39_2nd_floor_beam_layout
Original
p01_r39 2nd floor beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "linear rectangular beam runs",
      "material": "",
      "count": null,
      "note": "Repeated throughout the crop; count not stated and some runs continue beyond the crop."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "linear rectangular beam runs",
      "material": "",
      "count": null,
      "note": "Visible as internal and perimeter beam runs."
    },
    {
      "name": "foundation beam",
      "tag": "FB3",
      "shape": "linear rectangular beam runs",
      "material": "",
      "count": null,
      "note": "Visible at the upper-right and along the right-side vertical run."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "linear rectangular beam runs, including angled runs",
      "material": "",
      "count": null,
      "note": "Visible at internal, lower-left, and angled portions."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "linear rectangular beam runs",
      "material": "",
      "count": null,
      "note": "Visible adjacent to the central-right area."
    },
    {
      "name": "slab/panel area",
      "tag": "S1",
      "shape": "rectangular and irregular enclosed areas",
      "material": "",
      "count": null,
      "note": "Repeated circled S1 marks identify multiple areas."
    },
    {
      "name": "slab/panel area",
      "tag": "S2",
      "shape": "irregular enclosed area",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "slab/panel area",
      "tag": "S3",
      "shape": "irregular enclosed areas",
      "material": "",
      "count": null,
      "note": "Multiple circled S3 marks are visible, including at the lower angled portion."
    },
    {
      "name": "slab/panel area",
      "tag": "S4",
      "shape": "rectangular enclosed areas",
      "material": "",
      "count": null,
      "note": "Multiple circled S4 marks are visible."
    },
    {
      "name": "filled square support symbol",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "Repeated solid square symbols occur at beam intersections and along the angled beam line; no element tag is printed beside them."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "rectangular hatched beam area",
      "material": "",
      "count": 1,
      "note": "Shown at the left-centre of the crop and labelled HALF LANDING BEAM."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "between grids A and C"
    },
    {
      "label": "horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "between grids C and D"
    },
    {
      "label": "horizontal grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "between grids D and F"
    },
    {
      "label": "horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "between grids F and G"
    },
    {
      "label": "horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": "right of grid G"
    },
    {
      "label": "vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "between grids 1 and 2"
    },
    {
      "label": "vertical grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "between grids 2 and 3"
    },
    {
      "label": "vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "between grids 3 and 4"
    },
    {
      "label": "vertical dimension",
      "value": "29965",
      "unit": "",
      "appliesTo": "left-side vertical dimension line"
    },
    {
      "label": "vertical grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "between grids 4 and 6"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "upper-right vertical dimension line"
    },
    {
      "label": "vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "right-side vertical dimension line"
    },
    {
      "label": "vertical dimension",
      "value": "2225",
      "unit": "",
      "appliesTo": "right-side vertical dimension line"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "right-side internal horizontal dimension"
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "right-side internal horizontal dimension"
    },
    {
      "label": "vertical dimension",
      "value": "2525",
      "unit": "",
      "appliesTo": "central-right internal vertical dimension"
    },
    {
      "label": "horizontal dimension",
      "value": "1675",
      "unit": "",
      "appliesTo": "between the central vertical beam line and internal vertical beam line"
    },
    {
      "label": "horizontal dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "between internal vertical beam line and grid G"
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "near grid C at the half landing beam"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "near grid D at the half landing beam"
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "right-side vertical dimension line"
    },
    {
      "label": "vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "right-side vertical dimension line"
    },
    {
      "label": "vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "right-side lower vertical dimension line"
    },
    {
      "label": "diagonal dimension",
      "value": "1709",
      "unit": "",
      "appliesTo": "angled FB1/FB4 portion"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "angled FB1/FB4 portion"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "lower angled portion"
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "C",
    "D",
    "F",
    "G",
    "1",
    "2",
    "3",
    "4",
    "6",
    "E'",
    "F'",
    "G'",
    "HALF LANDING BEAM",
    "N"
  ],
  "description": "This crop is a partial structural foundation/beam layout plan on lettered and numbered grid lines. It shows tagged FB beam runs enclosing areas marked S1 through S4, with a hatched half landing beam at the left-centre and angled beam geometry at the lower-right."
}

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

crop

p01_r27

page 1 · pile_cap_p01_r27
Original
p01_r27
{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered trapezoidal/rectangular plan",
      "material": "",
      "count": 1,
      "note": "Plan view with a wider rectangular top end and tapered sides to a narrower bottom end."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Shown as dashed circular outlines within the pile cap."
    },
    {
      "name": "central rectangular element",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Rectangle with diagonal cross-lines at the pile-cap centre; element is not identified in the crop."
    },
    {
      "name": "reinforcement bar grid",
      "tag": "",
      "shape": "orthogonal grid",
      "material": "steel",
      "count": null,
      "note": "Nominal Y12 reinforcement shown both ways at top and bottom of pile cap."
    },
    {
      "name": "roof beam",
      "tag": "FBI",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Partially visible LMR roof beam layout shows FBI on all four sides."
    },
    {
      "name": "internal element",
      "tag": "SI",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown centrally in the partial LMR roof beam layout; element type is not stated."
    },
    {
      "name": "corner support/block",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Four solid rectangular blocks are shown at the corners of the partial LMR roof beam layout."
    },
    {
      "name": "circular member",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Partially visible in SECTION : A - A, with longitudinal bars, links and stiffener reinforcement called out."
    }
  ],
  "measurements": [
    {
      "label": "top horizontal pile-cap dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "top horizontal pile-cap dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "top horizontal pile-cap dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "left vertical pile-cap dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "left vertical pile-cap dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "right vertical pile-cap dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "right vertical pile-cap dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "sloping pile-cap side dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "bottom pile-cap width",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "side reinforcement callout",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "side reinforcement callout",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "nominal reinforcement spacing",
      "value": "Y12@150",
      "unit": "C/C",
      "appliesTo": "3-P"
    },
    {
      "label": "roof beam layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FBI"
    },
    {
      "label": "roof beam layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FBI"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 18.800M",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "circular member diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "longitudinal reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "link reinforcement spacing",
      "value": "Y8@150",
      "unit": "C/C",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "stiffener reinforcement spacing",
      "value": "Y16@1500",
      "unit": "C/C",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "partial dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "5-Y12 AT TOP & 5-Y16 AT BOT.",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "STIFFENER"
  ],
  "labels": [
    "SECTION AT : XX",
    "SCALE = 1 : 25",
    "X",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25",
    "N",
    "LMR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 18.800M",
    "SCALE - 1:100",
    "C",
    "D",
    "2",
    "3",
    "SECTION : A - A",
    "SCALE = 1 : 25"
  ],
  "description": "The principal view is the plan of pile cap marked 3-P, showing a tapered pile-cap outline, three circular pile locations, a central rectangular element, dimensions, and reinforcement layout/callouts. The lower part of the crop also includes partial adjacent drawings: an LMR roof beam layout and a circular SECTION : A - A reinforcement detail."
}

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

crop

p01_r22

page 1 · reinforcement_schedules_for_slabs_pile_caps_and_piles_p01_r22
Original
p01_r22
{
  "view": "Schedule",
  "objects": [
    {
      "name": "FB schedule item",
      "tag": "FB3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only a partial row of an unidentified schedule is visible."
    },
    {
      "name": "FB schedule item",
      "tag": "FB4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only a partial row of an unidentified schedule is visible."
    },
    {
      "name": "FB schedule item",
      "tag": "FB5",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only a partial row of an unidentified schedule is visible."
    },
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in the slab reinforcement schedule."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in the slab reinforcement schedule."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in the slab reinforcement schedule."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in the slab reinforcement schedule."
    },
    {
      "name": "pile cap",
      "tag": "2P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled size is 2100 X 750."
    },
    {
      "name": "pile cap",
      "tag": "3P",
      "shape": "",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Size is stated as AS/DRG."
    },
    {
      "name": "pile cap",
      "tag": "4P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled size is 2100 X 2100."
    },
    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled size is 3450 X 2100."
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled size is 3450 X 3088."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Pile schedule shows a circular pile symbol and 450 Ø diameter."
    },
    {
      "name": "plan item",
      "tag": "P-3",
      "shape": "partial",
      "material": "",
      "count": null,
      "note": "Partial plan fragments at the bottom of the crop show P-3 callouts, pile circles, and central solid rectangular features."
    }
  ],
  "measurements": [
    {
      "label": "FB3 schedule value",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 schedule value",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB4 schedule value",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 schedule value",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5 schedule value",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 schedule value",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "slab thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S1"
    },
    {
      "label": "support top reinforcement",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "support bottom reinforcement",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "slab thickness",
      "value": "150",
      "unit": "MM",
      "appliesTo": "S2"
    },
    {
      "label": "support top reinforcement",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "support bottom reinforcement",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "slab thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S3"
    },
    {
      "label": "support top reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "support bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "slab thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S4"
    },
    {
      "label": "support top reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "support bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "distribution reinforcement",
      "value": "Y8 @ 200 C/C",
      "unit": "",
      "appliesTo": "slabs"
    },
    {
      "label": "pile cap size",
      "value": "2100 X 750",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "shorter-direction reinforcement",
      "value": "4L-Y10 @ 150 C/C",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "longer-direction top reinforcement",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "longer-direction bottom reinforcement",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "shorter-direction top reinforcement",
      "value": "Y10 @ 130 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "shorter-direction bottom reinforcement",
      "value": "Y10 @ 130 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "longer-direction top reinforcement",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "longer-direction bottom reinforcement",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "pile cap size",
      "value": "2100 X 2100",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "shorter-direction top reinforcement",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "shorter-direction bottom reinforcement",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "longer-direction top reinforcement",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "longer-direction bottom reinforcement",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "pile cap size",
      "value": "3450 X 2100",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "shorter-direction top reinforcement",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "shorter-direction bottom reinforcement",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "longer-direction top reinforcement",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "longer-direction bottom reinforcement",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "pile cap size",
      "value": "3450 X 3088",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "shorter-direction top reinforcement",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "shorter-direction bottom reinforcement",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "longer-direction top reinforcement",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "longer-direction bottom reinforcement",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "side face reinforcement",
      "value": "Y12 @ 150 C/C BOTH WAYS",
      "unit": "",
      "appliesTo": "pile caps"
    },
    {
      "label": "minimum cement content",
      "value": "400",
      "unit": "kg/m³",
      "appliesTo": "pile concrete"
    },
    {
      "label": "pile diameter",
      "value": "450 Ø",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile termination level",
      "value": "-18.000M.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile reinforcement",
      "value": "6 - Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile capacity",
      "value": "32.50",
      "unit": "M.T.",
      "appliesTo": "pile"
    },
    {
      "label": "plan grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "partial plan"
    },
    {
      "label": "plan grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "partial plan"
    },
    {
      "label": "plan grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "partial plan"
    },
    {
      "label": "plan grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "partial plan"
    },
    {
      "label": "partial plan dimension",
      "value": "675",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "partial plan dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "partial plan dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P-3"
    }
  ],
  "notes": [
    "ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C",
    "GRADE OF CONCRETE - M25",
    "SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS",
    "MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400kg/m³"
  ],
  "labels": [
    "SCHEDULE OF SLAB",
    "PANEL MKD.",
    "THICKNESS (MM)",
    "AT SUPPORT",
    "TOP",
    "BOTTOM",
    "AT SP...",
    "PILE CAP SCHEDULE",
    "MKD.",
    "SIZE",
    "DEPTH",
    "REINFORCEMENT IN SHORTER DIRECTION",
    "REINFORCEMENT IN LONGER DIRECTION",
    "PILE SCHEDULE",
    "TYPE",
    "DIA OF PILE",
    "TERMINATION LEVEL",
    "REINFORCEMENT",
    "CAPACITY",
    "A",
    "C",
    "D",
    "F",
    "G"
  ],
  "description": "This crop primarily contains reinforcement schedules for slab panels, pile caps, and circular piles, including concrete grade, bar sizes, spacings, pile-cap sizes, and pile capacity. The upper edge contains partial rows of another unidentified FB schedule, and the lower edge contains only a partial plan with grid dimensions and P-3 callouts."
}

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

crop

p01_r28

page 1 · roof_beam_layout_p01_r28
Original
p01_r28
{
  "view": "Plan",
  "objects": [
    {
      "name": "Roof beam",
      "tag": "FB1",
      "shape": "linear rectangular beam lines",
      "material": "",
      "count": null,
      "note": "Repeated throughout both roof beam layout plans; includes straight and diagonal runs."
    },
    {
      "name": "Roof beam",
      "tag": "FB2",
      "shape": "linear rectangular beam lines",
      "material": "",
      "count": null,
      "note": "Visible at the upper-left and central-left portions of the main layout."
    },
    {
      "name": "Roof beam",
      "tag": "FB4",
      "shape": "linear rectangular beam lines",
      "material": "",
      "count": null,
      "note": "Visible around the small inset/raised framing area in each layout."
    },
    {
      "name": "Roof beam",
      "tag": "FB5",
      "shape": "linear rectangular beam lines",
      "material": "",
      "count": 2,
      "note": "Two vertical beam runs are visible in the main roof beam layout."
    },
    {
      "name": "Column/support symbol",
      "tag": "",
      "shape": "solid rectangular",
      "material": "",
      "count": 22,
      "note": "Dark filled rectangular support symbols visible across the two layouts."
    },
    {
      "name": "Slab or structural area marker",
      "tag": "SI",
      "shape": "circular tag",
      "material": "",
      "count": null,
      "note": "Multiple circular SI markers are shown; the crop does not define the abbreviation."
    },
    {
      "name": "Structural area marker",
      "tag": "S2",
      "shape": "circular tag",
      "material": "",
      "count": 1,
      "note": "Shown within the main roof beam layout."
    },
    {
      "name": "Structural area marker",
      "tag": "S4",
      "shape": "circular tag",
      "material": "",
      "count": 1,
      "note": "Shown within the inset portion of the main roof beam layout."
    }
  ],
  "measurements": [
    {
      "label": "Partial horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "Main roof beam layout, partial at left edge"
    },
    {
      "label": "Horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "Main roof beam layout, between grid C and D"
    },
    {
      "label": "Horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "Main roof beam layout, between grid D and F"
    },
    {
      "label": "Horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "Main roof beam layout, at grid F"
    },
    {
      "label": "Vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "Main roof beam layout, between grid lines 1 and 3"
    },
    {
      "label": "Vertical dimension",
      "value": "6181",
      "unit": "",
      "appliesTo": "Main roof beam layout, between grid lines 3 and 8"
    },
    {
      "label": "Vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "Main roof beam layout, between grid lines 8 and 7"
    },
    {
      "label": "Horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "Main roof beam layout, inset framing"
    },
    {
      "label": "Horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Main roof beam layout, inset framing"
    },
    {
      "label": "Diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Main roof beam layout, diagonal beam/grid line"
    },
    {
      "label": "Diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Main roof beam layout, diagonal beam/grid line"
    },
    {
      "label": "Diagonal dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "Main roof beam layout, diagonal beam/grid line near grid F"
    },
    {
      "label": "Partial horizontal dimension",
      "value": "575",
      "unit": "",
      "appliesTo": "Main roof beam layout, partial at left edge"
    },
    {
      "label": "Horizontal dimension",
      "value": "4290",
      "unit": "",
      "appliesTo": "Main roof beam layout, between grids B and E"
    },
    {
      "label": "Horizontal dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": "Main roof beam layout, between grids E and F"
    },
    {
      "label": "Top of beam level",
      "value": "(+) 13.800M",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "Scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "Horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT, between grids A and C"
    },
    {
      "label": "Horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT, between grids C and D"
    },
    {
      "label": "Vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT, between grid lines 2 and 3"
    },
    {
      "label": "Horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "Vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT, between grid lines 3 and 4"
    },
    {
      "label": "Vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "Horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT, left offset"
    },
    {
      "label": "Horizontal dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT, between grids A and B"
    },
    {
      "label": "Horizontal dimension",
      "value": "2025",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT, between grids B and D"
    },
    {
      "label": "Horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT, right offset"
    },
    {
      "label": "Top of beam level",
      "value": "(+) 16.650M",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "Scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "Partial dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "Partial detail at top edge of crop"
    }
  ],
  "notes": [],
  "labels": [
    "ROOF BEAM LAYOUT",
    "SCR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 13.800M",
    "TOP OF BEAM (+) 16.650M",
    "SCALE - 1:100",
    "N",
    "A",
    "B",
    "B'",
    "C",
    "D",
    "E",
    "E'",
    "F",
    "F'",
    "9'",
    "1",
    "2",
    "3",
    "4",
    "7",
    "8"
  ],
  "description": "This crop shows two structural roof framing plans: a larger ROOF BEAM LAYOUT at top of beam level (+) 13.800M and a smaller SCR ROOF BEAM LAYOUT at top of beam level (+) 16.650M. The plans show beams tagged FB1, FB2, FB4 and FB5 arranged between rectangular support symbols, with grid references and plan dimensions. The main layout includes a diagonal framed edge and a north arrow."
}

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

crop

p01_r16

page 1 · stair_reinforcement_section_p01_r16
Original
p01_r16
{
  "view": "Detail",
  "objects": [
    {
      "name": "TB3 reinforced concrete beam reinforcement section",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown with SPAN and SUPPORT reinforcement sections."
    },
    {
      "name": "FB3 reinforced concrete beam reinforcement section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown with a SPAN reinforcement section."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "stepped with sloping soffit",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section Z-Z; reinforcement is shown along the sloping flight."
    },
    {
      "name": "intermediate landing slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At INTERMEDIATE LEVEL."
    },
    {
      "name": "floor-level landing slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At FLOOR LEVEL."
    },
    {
      "name": "upstand beam",
      "tag": "B15",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At intermediate level."
    },
    {
      "name": "beam",
      "tag": "B13",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At lower landing adjacent to stair flight."
    },
    {
      "name": "beam",
      "tag": "B16",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At floor-level landing."
    },
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated in the lower plan fragment."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated in the lower plan fragment."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at stair/landing area in plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown at right side of lower plan fragment."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y16",
      "shape": "linear bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Beam longitudinal reinforcement, including alternate and extra bottom bars."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "linear bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Stair and landing reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8",
      "shape": "link/stirrup and linear bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Beam links and stair reinforcement."
    },
    {
      "name": "stair/landing panel",
      "tag": "S1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Tag shown repeatedly in plan."
    },
    {
      "name": "stair/landing panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Tag shown in plan."
    },
    {
      "name": "stair/landing panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Tag shown adjacent to stair/landing area in plan."
    }
  ],
  "measurements": [
    {
      "label": "TB3 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 transverse reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "TB3 Y8"
    },
    {
      "label": "TB3 longitudinal reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 extra bottom reinforcement",
      "value": "+1-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "FB3 section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 transverse reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "FB3 Y8"
    },
    {
      "label": "FB3 longitudinal reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 extra top reinforcement",
      "value": "+2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "intermediate-level horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "intermediate landing"
    },
    {
      "label": "intermediate-level horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "intermediate landing"
    },
    {
      "label": "B15 depth",
      "value": "450",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "intermediate landing/slab thickness",
      "value": "150",
      "unit": "",
      "appliesTo": "intermediate landing"
    },
    {
      "label": "stair reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y12"
    },
    {
      "label": "stair reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y8"
    },
    {
      "label": "stair dimension",
      "value": "150",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "stair dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "stair dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "floor-level landing horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "floor-level landing horizontal dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "B13 depth",
      "value": "450",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "B13 width",
      "value": "250",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "B13/B16 horizontal dimension",
      "value": "1150",
      "unit": "",
      "appliesTo": "lower landing"
    },
    {
      "label": "right-side vertical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "right-side horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "plan grid A-C dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan grid C-D dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan grid D-F dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan grid F offset",
      "value": "225",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan stair/landing dimensions",
      "value": "740",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan stair/landing dimensions",
      "value": "1400",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "6101",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan sloping dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan sloping dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan sloping dimension",
      "value": "1257",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "plan"
    }
  ],
  "notes": [
    "2-Y16(ALTH.)",
    "Y8@150 C/C",
    "2-Y16(ALTH.) +1-Y16(EX.BOT.)",
    "2-Y16(ALTH.) +2-Y16(EX.TOP)",
    "Y12 @ 150 C/C",
    "Y8 @ 150 C/C",
    "NOT TO SCALE"
  ],
  "labels": [
    "SPAN",
    "SUPPORT",
    "DETAIL OF TB3",
    "SCALE = 1 : 25",
    "DETAIL OF FB3",
    "INTERMEDIATE LEVEL",
    "B15 (UP STAND BEAM) AT INTERMEDIATE LEVEL",
    "FLOOR LEVEL",
    "TYPICAL SECTIONAL DETAILS OF STAIR",
    "SECTION: Z-Z",
    "HALF LANDING BEAM",
    "N"
  ],
  "description": "The crop contains typical sectional reinforcement details for stair flight and landing construction, including intermediate and floor-level landings and beams B15, B13, and B16. It also includes TB3 and FB3 beam reinforcement sections at the top and a partial lower plan showing foundation beams FB1, FB2, FB4, and FB5 around stair/landing panels."
}

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

crop

p01_r20

page 1 · tie_beam_p01_r20
Original
p01_r20
{
  "view": "Schedule",
  "objects": [
    {
      "name": "Floor beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Floor beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Floor beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Floor beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Floor beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Reinforcement links",
      "tag": "",
      "shape": "rectangular, partial",
      "material": "",
      "count": null,
      "note": "Partially visible beam-column junction reinforcement detail at right; callout is cropped."
    }
  ],
  "measurements": [
    {
      "label": "Beam width (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Beam depth (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Stirrup reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Beam width (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Beam depth (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Stirrup reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Beam width (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Beam depth (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Stirrup reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Beam width (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Beam depth (D)",
      "value": "400",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Stirrup reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Beam width (B)",
      "value": "300",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Beam depth (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Support top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Stirrup reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Partial reinforcement-detail dimension",
      "value": "80",
      "unit": "",
      "appliesTo": "Reinforcement links"
    },
    {
      "label": "Grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Gridlines A and C"
    }
  ],
  "notes": [
    "8Ø LINK @ (partial)"
  ],
  "labels": [
    "SCHEDULE OF FLOOR BEAMS",
    "BEAM MKD.",
    "SIZE (MM)",
    "(B)",
    "(D)",
    "REINFORCEMENT",
    "SUPPORT",
    "SPAN",
    "TOP",
    "BOTTOM",
    "STIRRUP",
    "SCHEDULE OF SLAB",
    "TYPICAL DUCTILE DETA...",
    "BEAM COLUMN JUNCT...",
    "A",
    "C"
  ],
  "description": "This crop principally shows a schedule of reinforced-concrete floor beams FB1 through FB5, including section sizes and longitudinal and stirrup reinforcement at supports and spans. The lower portion contains only the heading of a slab schedule. At right, a cropped portion of a typical ductile beam-column junction reinforcement detail is visible."
}

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