Matched toPlinth Beambuilding.substructure.plinth_beamon “Tie Beam”
This class asks for no measurements, so there is no take-off to do against it.
How the sheets named it
Every dimension read for it128
- 6101grid spacingnot attributedp1 · p01_r32
- 1237grid spacingnot attributedp1 · p01_r32
- 250 MMTie beam width Bp1 · p01_r06
- 400 MMTie 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 MMTie beam width Bp1 · p01_r06
- 400 MMTie 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 MMTie beam width Bp1 · p01_r06
- 400 MMTie beam depth Dp1 · p01_r06
- 2-Y16Support top reinforcementp1 · p01_r06
- 2-Y16Support bottom reinforcementp1 · p01_r06
- 2-Y16Span top reinforcementp1 · p01_r06
- 2-Y16 +1-Y16Span bottom reinforcementp1 · p01_r06
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r06
- 600brick wall/foundation vertical dimensionnot attributedp1 · p01_r10
- 450wall/pedestal widthnot attributedp1 · p01_r10
- 250pedestal widthnot attributedp1 · p01_r10
- 1600foundation vertical dimensionp1 · p01_r10
- 1000foundation depthp1 · p01_r10
- 100 THK.P.C.C. thicknessnot attributedp1 · p01_r10
- 75 THK.B.F.S thicknessnot attributedp1 · p01_r10
- 12T @ 125 mm C/Ctie reinforcementp1 · p01_r10
- 8T @ 150 mm C/Ctie reinforcementp1 · p01_r10
- 500tie beam depthp1 · p01_r10
- 5-Y12tie beam reinforcementp1 · p01_r10
- Y12 @150 C/Ctie beam reinforcementp1 · p01_r10
- 6L Y10 @ 130 C/Cshear reinforcementp1 · p01_r10
- 1500section vertical dimensionnot attributedp1 · p01_r10
- 1000section vertical dimensionnot attributedp1 · p01_r10
- 800section vertical dimensionnot attributedp1 · p01_r10
- 600P.L. to G.L. vertical dimensionnot attributedp1 · p01_r09
- 1600vertical dimensionnot attributedp1 · p01_r09
- 250wall/pile width dimensionnot attributedp1 · p01_r09
- 450vertical dimension at wall foundationnot attributedp1 · p01_r09
- 12T @ 125 mm C/Ctie beam reinforcementp1 · p01_r09
- 8T @ 150 mm C/Ctie beam reinforcementp1 · p01_r09
- EL (±) 0.000 ME.G.L. elevationnot attributedp1 · p01_r09
- 500Section XX vertical dimensionnot attributedp1 · p01_r09
- 250 MMTie beam size Bp1 · p01_r06 reinforcement schedule table for rcc columns
- 400 MMTie 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 MMTie beam size Bp1 · p01_r06 reinforcement schedule table for rcc columns
- 400 MMTie 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
- 250 MMTie beam size Bp1 · p01_r06 reinforcement schedule table for rcc columns
- 400 MMTie 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-Y16 +1-Y16Span bottom reinforcementp1 · p01_r06 reinforcement schedule table for rcc columns
- 2L-Y8 @ 150 C/CStirrupp1 · p01_r06 reinforcement schedule table for rcc columns
- 250TB1 section widthp1 · p01_r07 bar anchorage length detail at external beam column joint
- 400TB1 section depthp1 · p01_r07 bar anchorage length detail at external beam column joint
- 450TB1 right support section depthp1 · p01_r07 bar anchorage length detail at external beam column joint
- 250TB2 section widthp1 · p01_r07 bar anchorage length detail at external beam column joint
- 450TB2 right support section depthp1 · p01_r07 bar anchorage length detail at external beam column joint
- 250TB3 section widthp1 · p01_r07 bar anchorage length detail at external beam column joint
- 450TB3 right support section depthp1 · p01_r07 bar anchorage length detail at external beam column joint
- (±)0.000Mtop of tie beam elevationp1 · p01_r09 foundation of lift
- 600P.L. to G.L. vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 1600brick wall/foundation vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 450vertical dimension at pile top areanot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 250horizontal dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 1000foundation vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 1500lower section vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 500lower section vertical dimensionp1 · p01_r10 foundation section of lift shaft with pile cap
- 800partial right-side vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- Y12@150 C/CTie beam reinforcement spacingp1 · p01_r19 foundation of lift
- 3950Grid spacing A-Cnot attributedp1 · p01_r37 tie beam layout
- 1650Grid spacing C-Dnot attributedp1 · p01_r37 tie beam layout
- 4500Grid spacing D-Fnot attributedp1 · p01_r37 tie beam layout
- 3625Grid spacing F-Gnot attributedp1 · p01_r37 tie beam layout
- 3400Grid spacing 1-2not attributedp1 · p01_r37 tie beam layout
- 1950Grid spacing 2-3not attributedp1 · p01_r37 tie beam layout
- 2650Grid spacing 3-4not attributedp1 · p01_r37 tie beam layout
- 2965Grid spacing 4-6not attributedp1 · p01_r37 tie beam layout
- 4125Grid spacing 6-9not attributedp1 · p01_r37 tie beam layout
- 5350Overall grid spacing 1-3not attributedp1 · p01_r37 tie beam layout
- 4123Overall grid spacing 3-5not attributedp1 · p01_r37 tie beam layout
- 2057Overall grid spacing 5-8not attributedp1 · p01_r37 tie beam layout
- 1237Overall grid spacing 8-7not attributedp1 · p01_r37 tie beam layout
- 1400Internal spacingp1 · p01_r37 tie beam layout
- 1600Internal spacingp1 · p01_r37 tie beam layout
- 2275Internal spacingp1 · p01_r37 tie beam layout
- 1300Internal spacingp1 · p01_r37 tie beam layout
- 3575Bottom grid spacing A-Bnot attributedp1 · p01_r37 tie beam layout
- 4290Bottom grid spacing B-Enot attributedp1 · p01_r37 tie beam layout
- 2235Bottom grid spacing E-Fnot attributedp1 · p01_r37 tie beam layout
- 3625Bottom grid spacing F-Gnot attributedp1 · p01_r37 tie beam layout
- 4903Diagonal spacingp1 · p01_r37 tie beam layout
- 2554Diagonal spacingp1 · p01_r37 tie beam layout
- 4143Diagonal spacingp1 · p01_r37 tie beam layout
- 100Vertical dimensionnot attributedp1 · p01_r19
- 1500Vertical dimensionnot attributedp1 · p01_r19
- 75Vertical dimensionnot attributedp1 · p01_r19
- 100Vertical dimensionnot attributedp1 · p01_r19
- 100Vertical dimensionnot attributedp1 · p01_r19
- 75Vertical dimensionnot attributedp1 · p01_r19
- 300Typical dimensionnot attributedp1 · p01_r19
- 5-Y12Tie-beam reinforcementp1 · p01_r19
- Y12 @150 C/CTie-beam reinforcement spacingp1 · p01_r19
- 400TB3 section depthp1 · p01_r16
- 250TB3 section widthp1 · p01_r16
- 2-Y16TB3 longitudinal reinforcementp1 · p01_r16
- +1-Y16TB3 extra bottom reinforcementp1 · p01_r16
- 450TB3 support section depthp1 · p01_r16
- 250TB3 support section widthp1 · p01_r16
- 250horizontal dimensionnot attributedp1 · p01_r17
- 500horizontal dimensionnot attributedp1 · p01_r17
- 1200horizontal dimensionnot attributedp1 · p01_r17
- 150vertical dimensionp1 · p01_r17
Notes on the sheets that carry it
- p1DISTRIBUTION BAR
- p1[partial] AM BAR
- p1[partial] INT(IN ROOF)
- p1(db = DIA. OF BAR)
- p1NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.
- p1(UP STANDING)
- 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
- p1CHAIR PROVIDED
- p1BINDING STEEL AROUND PILE BAR
- p1SHEAR REINF.
- p1TOP OF TIE BEAM AT (±)0.000M E.G.L.
- p1100 THK. P.C.C (1:4:8)
- p175 THK. B.F.S
- p1Y16@1500 C/C STIFFENER
- p1(NOT TO SCALE)
- p1Y12@150 C/C SIDE REINF.
- p1TOP OF PILE CAP EL (-) 0.600 M
- p1100 THK. P.C.C
- p16L - Y10 @ 130 C/C SHEAR REINF.
- p15-Y12
- p1Y12 @150C/C
- p1TIE BEAM
- p1Y12@150 C/C
- p15-Y16 AT BOT.
- p12-Y16(ALTH.)
- p1Y8@150 C/C
- p12-Y16(ALTH.) +1-Y16(EX.BOT.)
- p12-Y16(ALTH.) +2-Y16(EX.TOP)
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r07Detail
- beam cross-sectionTB1×2rectangularSupport and span reinforcement sections are shown.
- beam cross-sectionTB2×2rectangularSupport and span reinforcement sections are shown.
- beam cross-sectionTB3×2rectangularSupport and span reinforcement sections are shown.
- beam cross-section×3rectangularThree partial 250 by 450 sections are visible at the right edge; their detail titles are cropped.
L1 member length0.3L1 length0.15L1 length0.25L1 length400 section depth250 section width2−Y16(ALTh.) top longitudinal reinforcement2−Y16(ALTh.) bottom longitudinal reinforcement+35 more
p01_r26Plan
- tie beamTB1rectangular linearShown in the lower-right partial beam layout.
- tie beamTB2rectangular linearShown in the lower-right partial beam layout.
- tie beamTB3rectangular linearShown in the lower-right partial beam layout.
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing1625 horizontal offset225 horizontal offset3400 vertical grid spacing1950 vertical grid spacing+37 more
p01_r32Plan
- tie beamTB1×1rectangularPartially visible at left edge.
- tie beamTB2×1rectangularPartially visible at left edge.
6101 grid spacing1237 grid spacing3950 SCR roof beam layout horizontal dimension1650 SCR roof beam layout horizontal dimension625 SCR roof beam layout horizontal dimension1950 SCR roof beam layout vertical dimension2650 SCR roof beam layout vertical dimension625 SCR roof beam layout vertical dimension+43 more
p01_r06Schedule
- Tie beamTB1rectangularListed in schedule of tie beams.
- Tie beamTB2rectangularListed in schedule of tie beams.
- Tie beamTB3rectangularListed in schedule of tie beams.
300 X 500 Column size B x D4-Y20 +4-Y16 Column reinforcement from foundation to 1st floor4-Y20 +4-Y16 Column reinforcement from 2nd floor to above roof500 Column section dimension300 Column section dimension2-TIES Y8 @100 C/C Stirrup arrangement near junction2-TIES Y8 @200 C/C Stirrup arrangement rest portion300 X 500 Column size B x D+66 more
p01_r10Section
- tie beam×1rectangularreinforced concreteShown in lower section at E.G.L. level.
400 FB4 section depth250 FB4 section width2-Y16(ALTh.) FB4 longitudinal reinforcementY8@150 C/C FB4 link reinforcement450 FB5 section depth300 FB5 section width4-Y16(ALTh.) FB5 longitudinal reinforcementY8@150 C/C FB5 link reinforcement+30 more
p01_r09Section
- tie beam×1rectangularShown connecting the wall foundations in the foundation section.
250 FB4 section width400 FB4 section depth2-Y16(ALTH.) FB4 longitudinal reinforcementY8@150 C/C FB4 stirrup reinforcement300 FB5 section width450 FB5 section depth4-Y16(ALTH.) FB5 longitudinal reinforcementY8@150 C/C FB5 stirrup reinforcement+39 more
p01_r06 reinforcement schedule table for rcc columnsSchedule
- tie beamTB1, TB2, TB3rectangularThree beam schedule marks are visible.
1:25 Schedule scale300 X 500 Column size B X D4-Y20 +4-Y16 Column longitudinal reinforcement, foundation to 1st floor4-Y20 +4-Y16 Column longitudinal reinforcement, 2nd floor to above roof500 Column section dimension300 Column section dimension2-TIES Y8 @100 C/C Near-junction ties2-TIES Y8 @200 C/C Rest-portion ties+62 more
p01_r07 bar anchorage length detail at external beam column jointDetail
- TB1 beam reinforcement sectionTB1×3rectangularOne SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible.
- TB2 beam reinforcement sectionTB2×3rectangularOne SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible.
- TB3 beam reinforcement sectionTB3×3rectangularOne SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible.
0.3L1 top reinforcement development dimension0.15L1 top reinforcement development dimension0.25L1 bottom reinforcement development dimension250 TB1 section width400 TB1 section depth450 TB1 right support section depth2-Y16(ALTH.) TB1 longitudinal reinforcementY8@150 C/C TB1 stirrup reinforcement+15 more
p01_r09 foundation of liftSection
- lift foundation / tie beam8-P×1rectangularFoundation elevation is labelled "FOUNDATION OF LIFT"; top of tie beam is noted at E.G.L.
- piles8-P×3rectangular longitudinal reinforcement cage in elevation; circular pile outlines in planThree pile positions are visible in Section at XX; the foundation elevation carries the mark "8-P".
400 FB4 section size250 FB4 section size2-Y16(ALTh.) FB4 reinforcementY8@150 C/C FB4 links450 FB5 section size300 FB5 section size4-Y16(ALTh.) FB5 reinforcementY8@150 C/C FB5 links+41 more
p01_r10 foundation section of lift shaft with pile capElevation
- tie beam×1rectangular horizontal beamreinforced concreteIdentified in the lower section detail.
400 FB4 vertical dimension250 FB4 horizontal dimension2-Y16 FB4 longitudinal reinforcementY8@150 C/C FB4 tie reinforcement450 FB5 vertical dimension300 FB5 horizontal dimension4-Y16 FB5 longitudinal reinforcementY8@150 C/C FB5 tie reinforcement+27 more
p01_r19 foundation of liftSection
- tie beamrectangularOnly portions on either side of the central vertical member are shown.
(-) 0.600 M Top of pile cap elevation100 Dimension1500 Dimension75 Dimension1000 Dimension500 Dimension300 Typical spacing100 Dimension+11 more
p01_r26 3rd floor beam layoutPlan
- tie beamTB1linear rectangular beam layoutRepeated in the lower-right partial beam layout.
- tie beamTB2linear rectangular beam layoutRepeated in the lower-right partial beam layout.
- tie beamTB3linear rectangular beam layoutVisible in the lower-right partial beam layout.
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing1625 horizontal grid spacing+225 offset dimension3400 vertical grid spacing1950 vertical grid spacing+41 more
p01_r37 tie beam layoutPlan
- Tie beamTB1straight rectangular beam runs, including diagonal runsMultiple beam segments are marked TB1.
- Tie beamTB2straight rectangular beam runsMultiple beam segments are marked TB2.
- Tie beamTB3straight rectangular beam runsMultiple beam segments are marked TB3.
3950 Grid spacing A-C1650 Grid spacing C-D4500 Grid spacing D-F3625 Grid spacing F-G3400 Grid spacing 1-21950 Grid spacing 2-32650 Grid spacing 3-42965 Grid spacing 4-6+16 more
p01_r19Section
- tie beam×1rectangularreinforced concreteVertical member at the center of the section.
(-) 0.600 M Top of pile cap elevation100 P.C.C. thickness100 P.C.C. thickness75 B.F.S. thickness100 P.C.C. thickness75 B.F.S. thickness100 Vertical dimension1500 Vertical dimension+14 more
p01_r16Detail
- TB3 reinforced concrete beam reinforcement sectionTB3×1rectangularreinforced concreteShown with SPAN and SUPPORT reinforcement sections.
400 TB3 section depth250 TB3 section width150 C/C TB3 transverse reinforcement spacing2-Y16 TB3 longitudinal reinforcement+1-Y16 TB3 extra bottom reinforcement450 TB3 support section depth250 TB3 support section width450 FB3 section depth+42 more
p01_r37Plan
- tie beamTB1rectangularMultiple beam runs are labeled TB1, including horizontal, vertical, and diagonal runs.
- tie beamTB2rectangularMultiple beam runs are labeled TB2.
- tie beamTB3rectangularMultiple beam runs are labeled TB3.
3950 horizontal grid spacing A to C1650 horizontal grid spacing C to D4500 horizontal grid spacing D to F3625 horizontal grid spacing F to G5350 vertical overall/grid dimension4123 vertical grid dimension2057 vertical grid dimension1237 vertical grid dimension+20 more
p01_r17Detail
- tie beamTB3×1rectangularreinforced concreteOnly part of the beam is visible; it continues beyond the right edge of the crop.
250 horizontal dimension1 : 25 scale500 horizontal dimension1200 horizontal dimension450 vertical dimension150 vertical dimension150 reinforcement spacing150 reinforcement spacing