Matched toColumnbuilding.superstructure.columnon “Column”
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 it216
- 4500grid spacingnot attributedp1 · p01_r24
- 3625grid spacingnot attributedp1 · p01_r24
- 1625grid spacingnot attributedp1 · p01_r24
- 225grid offsetnot attributedp1 · p01_r24
- 3215vertical grid spacingnot attributedp1 · p01_r24
- 5350vertical dimensionnot attributedp1 · p01_r24
- 225offsetnot attributedp1 · p01_r24
- 4123vertical dimensionnot attributedp1 · p01_r24
- 2057vertical dimensionnot attributedp1 · p01_r24
- 1237vertical dimensionnot attributedp1 · p01_r24
- 1400stair/landing dimensionnot attributedp1 · p01_r24
- 225offsetnot attributedp1 · p01_r24
- 1727angled dimensionnot attributedp1 · p01_r24
- 4143angled dimensionnot attributedp1 · p01_r24
- 2554angled dimensionnot attributedp1 · p01_r24
- 2235grid spacingnot attributedp1 · p01_r24
- 3950grid spacingnot attributedp1 · p01_r24
- 1650grid spacingnot attributedp1 · p01_r24
- 4500grid spacingnot attributedp1 · p01_r24
- 225grid offsetnot attributedp1 · p01_r24
- 3400vertical grid spacingnot attributedp1 · p01_r24
- 1950vertical grid spacingnot attributedp1 · p01_r24
- 2650vertical grid spacingnot attributedp1 · p01_r24
- 2965vertical grid spacingnot attributedp1 · p01_r24
- 4125vertical grid spacingnot attributedp1 · p01_r24
- 740stair framing dimensionnot attributedp1 · p01_r24
- 1400stair framing dimensionnot attributedp1 · p01_r24
- 3575grid spacingnot attributedp1 · p01_r24
- 4290grid spacingnot attributedp1 · p01_r24
- 2235grid spacingnot attributedp1 · p01_r24
- 2554angled dimensionnot attributedp1 · p01_r24
- 257angled dimensionnot attributedp1 · p01_r24
- 4903angled dimensionnot attributedp1 · p01_r24
- 1:100scalenot attributedp1 · p01_r24
- 6101grid spacingnot attributedp1 · p01_r32
- 1237grid spacingnot attributedp1 · p01_r32
- 450section diameterp1 · p01_r32
- 6-Y16longitudinal reinforcement quantityp1 · p01_r32
- Y16@1500 C/Cstiffener reinforcementp1 · p01_r32
- T8@150 C/Ctie reinforcement spacingp1 · p01_r32
- 1 : 25section scalep1 · p01_r32
- 250partial dimensionnot attributedp1 · p01_r04
- 1450vertical dimensionp1 · p01_r04
- 300 X 500Column size B x Dp1 · p01_r06
- 4-Y20 +4-Y16Column reinforcement from foundation to 1st floorp1 · p01_r06
- 4-Y20 +4-Y16Column reinforcement from 2nd floor to above roofp1 · p01_r06
- 500Column section dimensionp1 · p01_r06
- 300Column section dimensionp1 · p01_r06
- 2-TIES Y8 @100 C/CStirrup arrangement near junctionp1 · p01_r06
- 2-TIES Y8 @200 C/CStirrup arrangement rest portionp1 · p01_r06
- 300 X 500Column size B x Dp1 · p01_r06
- 8-Y20Column reinforcement from foundation to 1st floorp1 · p01_r06
- 8-Y20Column reinforcement from 2nd floor to above roofp1 · p01_r06
- 500Column section dimensionp1 · p01_r06
- 300Column section dimensionp1 · p01_r06
- 2-TIES Y8 @100 C/CStirrup arrangement near junctionp1 · p01_r06
- 2-TIES Y8 @200 C/CStirrup arrangement rest portionp1 · p01_r06
- 300 X 500Column size B x Dp1 · p01_r06
- 10-Y20Column reinforcement from foundation to 1st floorp1 · p01_r06
- 10-Y20Column reinforcement from 2nd floor to above roofp1 · p01_r06
- 500Column section dimensionp1 · p01_r06
- 300Column section dimensionp1 · p01_r06
- 1-LINK 2-TIES Y8 @100 C/CStirrup arrangement near junctionp1 · p01_r06
- 1-LINK 2-TIES Y8 @200 C/CStirrup arrangement rest portionp1 · p01_r06
- 250 X 250Column size B x Dp1 · p01_r06
- 4-Y16Column reinforcement from foundation to 1st floorp1 · p01_r06
- 4-Y16Column reinforcement from 2nd floor to above roofp1 · p01_r06
- 250Column section dimensionp1 · p01_r06
- 1-TIE Y8 @100 C/CStirrup arrangement near junctionp1 · p01_r06
- 1-TIE Y8 @200 C/CStirrup arrangement rest portionp1 · p01_r06
- 300 X 500Column size B X Dp1 · p01_r06 reinforcement schedule table for rcc columns
- 4-Y20 +4-Y16Column longitudinal reinforcement, foundation to 1st floorp1 · p01_r06 reinforcement schedule table for rcc columns
- 4-Y20 +4-Y16Column longitudinal reinforcement, 2nd floor to above roofp1 · p01_r06 reinforcement schedule table for rcc columns
- 500Column section dimensionp1 · p01_r06 reinforcement schedule table for rcc columns
- 300Column section dimensionp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-TIES Y8 @100 C/CNear-junction tiesp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-TIES Y8 @200 C/CRest-portion tiesp1 · p01_r06 reinforcement schedule table for rcc columns
- 300 X 500Column size B X Dp1 · p01_r06 reinforcement schedule table for rcc columns
- 8-Y20Column longitudinal reinforcement, foundation to 1st floorp1 · p01_r06 reinforcement schedule table for rcc columns
- 8-Y20Column longitudinal reinforcement, 2nd floor to above roofp1 · p01_r06 reinforcement schedule table for rcc columns
- 500Column section dimensionp1 · p01_r06 reinforcement schedule table for rcc columns
- 300Column section dimensionp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-TIES Y8 @100 C/CNear-junction tiesp1 · p01_r06 reinforcement schedule table for rcc columns
- 2-TIES Y8 @200 C/CRest-portion tiesp1 · p01_r06 reinforcement schedule table for rcc columns
- 300 X 500Column size B X Dp1 · p01_r06 reinforcement schedule table for rcc columns
- 10-Y20Column longitudinal reinforcement, foundation to 1st floorp1 · p01_r06 reinforcement schedule table for rcc columns
- 10-Y20Column longitudinal reinforcement, 2nd floor to above roofp1 · p01_r06 reinforcement schedule table for rcc columns
- 500Column section dimensionp1 · p01_r06 reinforcement schedule table for rcc columns
- 300Column section dimensionp1 · p01_r06 reinforcement schedule table for rcc columns
- 1-LINK 2-TIES Y8 @100 C/CNear-junction tiesp1 · p01_r06 reinforcement schedule table for rcc columns
- 1-LINK 2-TIES Y8 @200 C/CRest-portion tiesp1 · p01_r06 reinforcement schedule table for rcc columns
- 250 X 250Column size B X Dp1 · p01_r06 reinforcement schedule table for rcc columns
- 4-Y16Column longitudinal reinforcement, foundation to 1st floorp1 · p01_r06 reinforcement schedule table for rcc columns
- 4-Y16Column longitudinal reinforcement, 2nd floor to above roofp1 · p01_r06 reinforcement schedule table for rcc columns
- 250Column section dimensionp1 · p01_r06 reinforcement schedule table for rcc columns
- 1-TIE Y8 @100 C/CNear-junction tiesp1 · p01_r06 reinforcement schedule table for rcc columns
- 1-TIE Y8 @200 C/CRest-portion tiesp1 · p01_r06 reinforcement schedule table for rcc columns
- EFFECTIVE LENGHT OF COLUMN (L)unlabelledp1 · p01_r12 typical ductile detail of beam column junction
- hp1 · p01_r13 typical ductile detail of beam column junction
- 4500horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3625horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1625horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 225horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3215vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 225vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 5350vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4123vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2057vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2371vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1300vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 370vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1400horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 225horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1727angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4143angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2554angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2235horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3625horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3950horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1650horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4500horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 225horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3400vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1950vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2650vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2965vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4125vertical dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 740stair/landing horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 1400stair/landing horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2554angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 257angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4903angled dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 3575horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 4290horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 2235horizontal dimensionnot attributedp1 · p01_r24 scr roof beam layout
- 450circular member diameterp1 · p01_r27 section through lift stair core
- 1 : 25scalep1 · p01_r27 section through lift stair core
- 1650horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 4500horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 225horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 5350vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 6181vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 1237vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 740horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 1400horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 4903diagonal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 2554diagonal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 257diagonal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 4290horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 2235horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 3950horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 1650horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 1950vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 625horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 2650vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 625vertical dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 625horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 3575horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 2025horizontal dimensionnot attributedp1 · p01_r28 framing plan of lift machine room roof beams
- 6181grid spacingnot attributedp1 · p01_r32 roof beam layout
- 1237grid spacingnot attributedp1 · p01_r32 roof beam layout
- 450section diameterp1 · p01_r32 roof beam layout
- 6-Y16reinforcement quantity and bar sizep1 · p01_r32 roof beam layout
- Y8@150 C/Ctie reinforcement spacingp1 · p01_r32 roof beam layout
- Y16@1500 C/Cstiffener reinforcement spacingp1 · p01_r32 roof beam layout
- 1 : 25scalep1 · p01_r32 roof beam layout
- 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
- 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
- 3950horizontal grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 1650horizontal grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 4500horizontal grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 3625horizontal grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- +225offset dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 3400vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 125offset dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 1950vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 2650vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 2965vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 207vertical dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 1525vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 1440vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 4125vertical grid spacingnot attributedp1 · p01_r38 1st floor beam layout
- 87vertical dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 2554diagonal dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 4903diagonal dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 442partial dimensionnot attributedp1 · p01_r38 1st floor beam layout
- 1950grid spacingnot attributedp1 · p01_r42
- 2650grid spacingnot attributedp1 · p01_r42
- 2965grid spacingnot attributedp1 · p01_r42
- 4125grid spacingnot attributedp1 · p01_r42
- 3575grid spacingnot attributedp1 · p01_r42
- 4290grid spacingnot attributedp1 · p01_r42
- 2235grid spacingnot attributedp1 · p01_r42
- 4903diagonal dimensionnot attributedp1 · p01_r42
- 2554diagonal dimensionnot attributedp1 · p01_r42
- 36partial dimensionnot attributedp1 · p01_r42
- 450circular member diameterp1 · p01_r27
- 6-Y16longitudinal reinforcementp1 · p01_r27
- Y8@150 C/Clink reinforcement spacingp1 · p01_r27
- Y16@1500 C/Cstiffener reinforcement spacingp1 · p01_r27
- 625partial dimensionnot attributedp1 · p01_r27
Notes on the sheets that carry it
- p1(UP STANDING)
- p1HALF LANDING BEAM
- 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
- p1TOP OF PILE CAP EL (-) 0.600 M
- p1100 THK. P.C.C
- p16L - Y10 @ 130 C/C SHEAR REINF.
- p1CHAIR PROVIDED
- p15-Y12
- p1Y12 @150C/C
- p1TIE BEAM
- p1Y12@150 C/C
- p175 THK. B.F.S
- p1BINDING STEEL AROUND PILE BAR
- p1Y12@150 C/C SIDE REINF.
- p1100 THK. P.C.C (1:4:8)
- p15-Y16 AT BOT.
- p1TYPICAL SECTIONAL DETAILS OF STAIR
- p1NOT TO SCALE
- p1SECTION: Z-Z
- p15-Y12 AT TOP & 5-Y16 AT BOT.
- p16-Y16
- p1Y8@150 C/
- p1Y16@1500 STIFFENER
- p1STIFFENER
- p1MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400KG/M
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r38Plan
- column/support×18squareShown as solid dark square supports at beam intersections; count is for supports visible in this crop.
3950 horizontal grid dimension1650 horizontal grid dimension4500 horizontal grid dimension3625 horizontal grid dimension+225 horizontal offset5350 overall vertical dimension4123 vertical dimension2057 vertical dimension+24 more
p01_r39Plan
- column / vertical support symbol×21rectangularDark filled rectangular symbols occur at grid intersections and along the diagonal grid line.
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing1625 horizontal dimension3400 vertical grid spacing1900 vertical grid spacing2650 vertical grid spacing+19 more
p01_r23Plan
- ColumnsquareSolid dark square column symbols occur at beam intersections and along the diagonal edge.
3950 Grid spacing1650 Grid spacing4500 Grid spacing3625 Grid spacing1625 Grid spacing225 Offset3400 Grid spacing1950 Grid spacing+36 more
p01_r13Detail
- Column×1rectangularreinforced concreteVertical member shown continuous through the crop.
750 (l₀)750 (l₀)750 (l₀)750 (l₀)h₁ SPLICE
p01_r24Plan
- columnsolid squareSolid square symbols occur at beam and grid intersections.
4500 grid spacing3625 grid spacing1625 grid spacing225 grid offset3215 vertical grid spacing5350 vertical dimension225 offset4123 vertical dimension+32 more
p01_r26Plan
- columnC1–C19×19squareColumn layout fragment at lower centre; individual tags C1 through C19 are visible.
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
- circular reinforced concrete member×1circularShown in Section : A - A with longitudinal bars and circular stiffener.
6101 grid spacing1237 grid spacing3950 SCR roof beam layout horizontal dimension1650 SCR roof beam layout horizontal dimension625 SCR roof beam layout horizontal dimension1950 SCR roof beam layout vertical dimension2650 SCR roof beam layout vertical dimension625 SCR roof beam layout vertical dimension+43 more
p01_r04Detail
- vertical reinforced concrete member×2rectangularreinforced concretePartial reinforced members are shown below the brick walls.
0.1L2 beam end length0.15L2 beam end lengthCL1 length(CL1 + 300mm) OR 0.25 L1 minimum length criterion50 (MAX) maximum spacing0.25L1 beam length0.15L1 beam length0.25L2 beam length+22 more
p01_r36Plan
- ColumnsC1–C21×21rectangularDark filled rectangular column symbols; individual tags C1 through C21 are visible.
(+) 10.200 M Top of beam level1:100 Scale1:100 Scale3950 Horizontal grid dimension1650 Horizontal grid dimension4500 Horizontal grid dimension3625 Horizontal grid dimension3575 Bottom horizontal grid dimension+26 more
p01_r06Schedule
- ColumnC1, C4, C8, C9, C13, C20×6rectangularColumn schedule row A; B x D shown as 300 x 500.
- ColumnC2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21×12rectangularColumn schedule row B; B x D shown as 300 x 500.
- ColumnC10, C14, C17×3rectangularColumn schedule row C; B x D shown as 300 x 500.
- ColumnC5, C6×2squareColumn schedule row D; B x D shown as 250 x 250.
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_r06 reinforcement schedule table for rcc columnsSchedule
- reinforced concrete columnC1,C4,C8,C9,C13,C20×6rectangularreinforced concreteColumn size shown as 300 X 500; longitudinal reinforcement differs between lower and upper storey ranges.
- reinforced concrete columnC2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21×12rectangularreinforced concreteColumn size shown as 300 X 500; longitudinal reinforcement differs between lower and upper storey ranges.
- reinforced concrete columnC10,C14,C17×3rectangularreinforced concreteColumn size shown as 300 X 500.
- reinforced concrete columnC5,C6×2squarereinforced concreteColumn size shown as 250 X 250.
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_r12 typical ductile detail of beam column junctionDetail
- column×1rectangularVertical column reinforcement detail; only a portion of the column is shown.
8Φ LINK @150 C/C LINK750 (10)8Φ LINK @120 C/C LINKLd+10db (TYP)8Φ LINK @120 C/C LINK750 (10)8Φ LINK @120 C/C LINK8Φ LINK @150 C/C LINK+9 more
p01_r13 typical ductile detail of beam column junctionDetail
- column×1rectangularVertical member shown continuously through beam joints.
750 (lo)750 (lo)750 (lo)750 (lo) SPLICE h
p01_r19 foundation of liftSection
- central vertical member×1rectangularExtends upward from the pile cap and is shown with a vertical break.
(-) 0.600 M Top of pile cap elevation100 Dimension1500 Dimension75 Dimension1000 Dimension500 Dimension300 Typical spacing100 Dimension+11 more
p01_r23 framing plan of main roof beamsPlan
- columnrectangular solid-filled symbolsColumns are shown at grid intersections; additional partial symbols occur in the lower cropped adjacent view.
3950 grid spacing1650 grid spacing4500 grid spacing3625 grid spacing1625 grid spacing225 offset3400 grid spacing1950 grid spacing+28 more
p01_r24 scr roof beam layoutPlan
- column/support symbolsolid squareRepeated solid square symbols occur at beam intersections; no member tag is printed.
4500 horizontal dimension3625 horizontal dimension1625 horizontal dimension225 horizontal dimension3215 vertical dimension225 vertical dimension5350 vertical dimension4123 vertical dimension+40 more
p01_r26 3rd floor beam layoutPlan
- columnC1–C19×19square plan symbolColumn tags are visible in the lower-left partial column layout; some text is small/cropped.
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing1625 horizontal grid spacing+225 offset dimension3400 vertical grid spacing1950 vertical grid spacing+41 more
p01_r27 section through lift stair corePlan
- central pedestal/column footprint×1rectangular with diagonal crossLocated centrally near the upper-middle portion of the pile cap; no identifying tag is visible.
- circular reinforced concrete member×1circularPartial Section A-A shows a 450-diameter circular member with longitudinal bars, circular ties, and stiffener callout.
375 horizontal dimension1350 horizontal dimension375 horizontal dimension375 vertical dimension375 vertical dimension750 overall vertical dimension1169 vertical dimension1350 sloping dimension+9 more
p01_r28 framing plan of lift machine room roof beamsPlan
- support locationsquareSolid dark square symbols occur at beam intersections and ends; the crop contains partial layouts.
1650 horizontal dimension4500 horizontal dimension225 horizontal dimension5350 vertical dimension6181 vertical dimension1237 vertical dimension740 horizontal dimension1400 horizontal dimension+18 more
p01_r29 plan of pile cap marked 3 pPlan
- central rectangular element×1rectangularUnlabelled rectangular element at the pile-cap centre, drawn with diagonal lines to its centre.
375 top horizontal dimension, left segment1350 top horizontal dimension, central segment375 top horizontal dimension, right segment375 left vertical dimension, upper segment375 left vertical dimension, lower segment750 right vertical dimension, upper portion1169 right vertical dimension, lower portion1350 sloping side dimension+5 more
p01_r32 roof beam layoutPlan
- support blocksquareSolid square blocks are shown at beam intersections and grid locations.
- circular reinforced member sectionSECTION : A - A×1circularCircular section shows six Y16 bars, Y8 ties, and Y16 stiffener reinforcement.
350 pile cap dimension750 pile cap width1169 pile cap overall depth6181 grid spacing1237 grid spacing3950 grid spacing1650 grid spacing1950 vertical spacing+35 more
p01_r36 plan showing column grid and marksPlan
- ColumnsC1-C21×21rectangular; C18 and C19 are rotated/skewed rectangular symbolsColumn layout symbols are individually tagged C1 through C21.
3950 Grid spacing A-C1650 Grid spacing C-D4500 Grid spacing D-F3625 Grid spacing F-G3575 Grid spacing A-B4290 Grid spacing B-E2235 Grid spacing E-F3625 Grid spacing F-G+56 more
p01_r37 tie beam layoutPlan
- Column/support symbol×21solid squareSolid square symbols occur at beam intersections and along the diagonal beam line.
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_r38 1st floor beam layoutPlan
- filled square support/column symbol×18square or rectangularFilled dark support symbols occur at grid and diagonal-line intersections.
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing+225 offset dimension3400 vertical grid spacing125 offset dimension1600 vertical dimension+20 more
p01_r39 2nd floor beam layoutPlan
- filled square support symbolsquareRepeated solid square symbols occur at beam intersections and along the angled beam line; no element tag is printed beside them.
3950 horizontal grid spacing1650 horizontal grid spacing4500 horizontal grid spacing3625 horizontal grid spacing1625 horizontal dimension3400 vertical grid spacing1950 vertical grid spacing2650 vertical grid spacing+18 more
p01_r40 pile diameter termination level and capacity tablePlan
- column or pedestal symbols×11solid-filled rectangular or square plan symbolsOne is shown within each substantially visible P-3 layout, four are shown in P-8, and one is shown in P-5.
3400 grid spacing1950 grid spacing2650 grid spacing675 P-3 top horizontal dimension chain675 P-3 top horizontal dimension chain375 P-3 upper internal horizontal spacing375 P-3 upper internal horizontal spacing1919 P-3 left vertical dimension+31 more
p01_r42 pile pile cap layoutPlan
- rectangular support/pedestal×4rectangularDark-filled rectangular symbols on P-8.
- rectangular support/pedestal×2rectangularDark-filled rectangular symbols on P-6.
- rectangular support/pedestal×2rectangularDark-filled rectangular symbols on P-4 caps.
- rectangular support/pedestal×4rectangularDark-filled rectangular symbols on P-3 caps.
- rectangular support/pedestal×1rectangularDark-filled rectangular symbol on P-2.
- rectangular support/pedestal×1rectangularDark-filled rectangular symbol on the untagged upper-right cap.
- rectangular support/pedestal×1rectangularDark-filled rectangular symbol on the untagged lower-right cap.
1950 vertical grid spacing2650 vertical grid spacing2965 vertical grid spacing4125 vertical grid spacing3575 horizontal grid spacing4290 horizontal grid spacing2235 horizontal grid spacing4903 diagonal dimension+27 more
p01_r42Plan
- pier/column block×14rectangularSolid dark rectangular blocks shown at pile-cap centers or along cap centerlines.
- pier/column block×1squareSolid dark square block at the center of P-5.
375 horizontal pile/cap layout dimension1350 horizontal pile spacing1350 horizontal pile spacing375 horizontal pile/cap layout dimension375 vertical pile/cap layout dimension1169 vertical pile spacing1169 vertical pile spacing375 vertical pile/cap layout dimension+45 more
p01_r27Plan
- central rectangular element×1rectangularRectangle with diagonal cross-lines at the pile-cap centre; element is not identified in the crop.
- corner support/block×4rectangularFour solid rectangular blocks are shown at the corners of the partial LMR roof beam layout.
- circular member×1circularPartially visible in SECTION : A - A, with longitudinal bars, links and stiffener reinforcement called out.
375 top horizontal pile-cap dimension1350 top horizontal pile-cap dimension375 top horizontal pile-cap dimension375 left vertical pile-cap dimension375 left vertical pile-cap dimension750 right vertical pile-cap dimension1169 right vertical pile-cap dimension1350 sloping pile-cap side dimension+14 more
p01_r29Plan
- central square element×1square with diagonal cross linesUnlabelled square element at the pile-cap centre; its constructional identity is not stated in this crop.
375 horizontal dimension1350 horizontal dimension375 horizontal dimension375 vertical dimension375 vertical dimension750 vertical dimension1169 vertical dimension1350 sloping dimension+5 more
p01_r34Plan
- pier / column×4rectangularA filled rectangular central element is shown at each visible P-3 pile cap.
400KG/M minimum cement content in concrete450 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 F+11 more
p01_r40Plan
- shaded rectangular central support symbols×11rectangular or squareShown centrally within the P-3 and P-5 layouts and at four locations within the P-8 layout; no element name is visible.
3400 vertical grid spacing1950 vertical grid spacing2650 vertical grid spacing675 horizontal spacing675 horizontal spacing375 horizontal spacing375 horizontal spacing375 vertical spacing+33 more
p01_r28Plan
- Column/support symbol×22solid rectangularDark filled rectangular support symbols visible across the two layouts.
3950 Partial horizontal dimension1650 Horizontal dimension4500 Horizontal dimension225 Horizontal dimension5350 Vertical dimension6181 Vertical dimension1237 Vertical dimension740 Horizontal dimension+22 more
p01_r37Plan
- support pedestal / column location×21squareDark filled square symbols occur at beam intersections and ends.
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