Drawing to BOQpipeline control sheet
← Mindmapwhat the drawings said

Tie Beam

1 page · 17 crops · ×27 · substructure
Unknown ontology domain "building". Supported: bridge, highway.

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

beam cross-sectionTB1 beam reinforcement sectionTB2 beam reinforcement sectionTB3 beam reinforcement sectionlift foundation / tie beamTB3 reinforced concrete beam reinforcement sectionTB1TB2TB3TB1, TB2, TB38-P

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

crop

p01_r07

page 1 · beam_bar_anchorage_p01_r07
Original
p01_r07
{
  "view": "Detail",
  "objects": [
    {
      "name": "beam longitudinal reinforcement detail",
      "tag": "L1",
      "shape": "rectangular longitudinal profile",
      "material": "",
      "count": 1,
      "note": "Only a cropped portion of the member and its reinforcement is visible."
    },
    {
      "name": "distribution bar",
      "tag": "",
      "shape": "straight bar shown in longitudinal profile",
      "material": "",
      "count": null,
      "note": "Called out as DISTRIBUTION BAR."
    },
    {
      "name": "bent reinforcement bar",
      "tag": "",
      "shape": "U-shaped",
      "material": "",
      "count": 1,
      "note": "Shown at the vertical centerline in the longitudinal detail."
    },
    {
      "name": "beam cross-section",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "beam cross-section",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "beam cross-section",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "beam cross-section",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three partial 250 by 450 sections are visible at the right edge; their detail titles are cropped."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "",
      "shape": "circular in section",
      "material": "",
      "count": null,
      "note": "Y16 bar callouts are shown in the beam sections."
    },
    {
      "name": "stirrup reinforcement",
      "tag": "",
      "shape": "rectangular closed tie",
      "material": "",
      "count": null,
      "note": "Called out as Y8@150 C/C in the complete sections."
    }
  ],
  "measurements": [
    {
      "label": "member length",
      "value": "L1",
      "unit": "",
      "appliesTo": "L1"
    },
    {
      "label": "length",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "beam longitudinal reinforcement detail"
    },
    {
      "label": "length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam longitudinal reinforcement detail"
    },
    {
      "label": "length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "beam longitudinal reinforcement detail"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB1"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.) +2−Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.) +2−Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB2"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.) +1−Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB3"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "partial right-hand beam section, upper"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "partial right-hand beam section, upper"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "partial right-hand beam section, middle"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "partial right-hand beam section, middle"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "partial right-hand beam section, lower"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "partial right-hand beam section, lower"
    }
  ],
  "notes": [
    "DISTRIBUTION BAR",
    "[partial] AM BAR",
    "[partial] INT(IN ROOF)",
    "(db = DIA. OF BAR)"
  ],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB1",
    "SCALE = 1 : 25",
    "DETAIL OF TB2",
    "DETAIL OF TB3",
    "TYP [partial]"
  ],
  "description": "This crop shows a partial longitudinal beam reinforcement/anchorage detail, including a distribution-bar callout and dimensions expressed as fractions of L1. It also documents support and span reinforcement cross-sections for TB1, TB2, and TB3, with 250 by 400 sections, plus portions of separate 250 by 450 beam-section details at the right edge."
}

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

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

  • 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

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

  • 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

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

  • 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

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

  • 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

crop

p01_r09

page 1 · lift_pit_foundation_p01_r09
Original
p01_r09
{
  "view": "Section",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular wall",
      "material": "brick",
      "count": 2,
      "note": "Two wall sections are shown above the lift foundation."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown connecting the wall foundations in the foundation section."
    },
    {
      "name": "pile cap",
      "tag": "8-P",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Pile cap is shown in the foundation elevation, Section XX, and a plan fragment."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Piles are shown beneath the foundation and as a separate reinforced pile elevation at right; total quantity cannot be determined from this crop."
    },
    {
      "name": "plain cement concrete levelling course",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C. (1:4:8)",
      "count": null,
      "note": "Shown below pile-cap and foundation work."
    },
    {
      "name": "brick flat soling",
      "tag": "",
      "shape": "rectangular layer",
      "material": "B.F.S",
      "count": null,
      "note": "Shown below the P.C.C. layer."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "bar grid",
      "material": "steel",
      "count": null,
      "note": "Y12, Y16, Y10 and Y8 reinforcement callouts are shown."
    },
    {
      "name": "pile reinforcement stiffener",
      "tag": "",
      "shape": "vertical bar",
      "material": "steel",
      "count": null,
      "note": "Called out as Y16@1500 C/C STIFFNER."
    },
    {
      "name": "foundation beam detail",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Small reinforcement detail at upper left."
    },
    {
      "name": "foundation beam detail",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Small reinforcement detail at upper left."
    }
  ],
  "measurements": [
    {
      "label": "FB4 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 longitudinal reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5 section width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 longitudinal reinforcement",
      "value": "4-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "P.L. to G.L. vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "wall/pile width dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension at wall foundation",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "tie beam reinforcement",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "tie beam reinforcement",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "foundation depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "foundation"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "B.F.S. thickness",
      "value": "75 THK.",
      "unit": "",
      "appliesTo": "B.F.S"
    },
    {
      "label": "E.G.L. elevation",
      "value": "EL (±) 0.000 M",
      "unit": "",
      "appliesTo": ""
    },
    {
      "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": "E.G.L. to top of pile cap",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile cap to top of pile",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "overall vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile cap/pile"
    },
    {
      "label": "cut off level vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile cap thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile reinforcement",
      "value": "1 - Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile stiffener spacing",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile length, not to scale",
      "value": "7000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile length, not to scale",
      "value": "1800",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Section XX pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Section XX P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "Section XX B.F.S. thickness",
      "value": "75 THK.",
      "unit": "",
      "appliesTo": "B.F.S"
    },
    {
      "label": "pile cap reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "Y12 @150C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile reinforcement at bottom",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "typical dimension",
      "value": "300 TYP.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pile cap plan end dimensions",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap plan overall length",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap plan overall width",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap plan sloping-side dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap plan vertical dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "pile cap"
    }
  ],
  "notes": [
    "TOP OF TIE BEAM AT (±)0.000M E.G.L.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT."
  ],
  "labels": [
    "DETAIL OF FB4",
    "SCALE = 1 : 25",
    "DETAIL OF FB5",
    "BRICK WALL",
    "P.L.",
    "G.L.",
    "E.G.L.",
    "FOUNDATION OF LIFT",
    "SECTION AT : XX",
    "CUT OFF LVL.",
    "TOP OF PILE CAP",
    "TOP OF PILE",
    "BOT. OF PILE CAP",
    "SCALE - N.T.S.",
    "A",
    "X"
  ],
  "description": "The crop shows the lift foundation arrangement, including brick walls supported on a reinforced-concrete pile cap and piles, with P.C.C. and B.F.S. below. It includes Section XX through the pile cap, a partial pile-cap plan, reinforcement callouts, FB4/FB5 beam reinforcement details, and a separate pile elevation with cutoff and level information."
}

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

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

  • 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

crop

p01_r07 bar anchorage length detail at external beam column joint

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r07_bar_anchorage_length_detail_at_external_beam_column_joint
Original
p01_r07 bar anchorage length detail at external beam column joint
{
  "view": "Detail",
  "objects": [
    {
      "name": "T-shaped beam/slab reinforcement detail",
      "tag": "",
      "shape": "T-shaped",
      "material": "",
      "count": 1,
      "note": "Partial detail at top of crop; red reinforcement bars are shown."
    },
    {
      "name": "distribution bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": "Callout points to top reinforcement in the partial T-shaped detail."
    },
    {
      "name": "TB1 beam reinforcement section",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible."
    },
    {
      "name": "TB2 beam reinforcement section",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible."
    },
    {
      "name": "TB3 beam reinforcement section",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible."
    },
    {
      "name": "longitudinal reinforcing bar",
      "tag": "Y16",
      "shape": "circular bar section",
      "material": "",
      "count": null,
      "note": "Shown as alternating bars and, in some TB2/TB3 sections, as extra top or bottom bars."
    },
    {
      "name": "stirrup reinforcement",
      "tag": "Y8",
      "shape": "rectangular closed link",
      "material": "",
      "count": null,
      "note": "Specified at 150 C/C in the fully visible TB1, TB2, and TB3 sections."
    }
  ],
  "measurements": [
    {
      "label": "top reinforcement development dimension",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "partial T-shaped beam/slab reinforcement detail"
    },
    {
      "label": "top reinforcement development dimension",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "partial T-shaped beam/slab reinforcement detail"
    },
    {
      "label": "bottom reinforcement development dimension",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "partial T-shaped beam/slab reinforcement detail"
    },
    {
      "label": "TB1 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "TB1 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "TB1 right support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "TB1 longitudinal reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "TB1 SUPPORT and SPAN sections"
    },
    {
      "label": "TB1 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB1 SUPPORT and SPAN sections"
    },
    {
      "label": "TB2 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "TB2 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB2 left SUPPORT and SPAN sections"
    },
    {
      "label": "TB2 right support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "TB2 longitudinal reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "TB2 SUPPORT and SPAN sections"
    },
    {
      "label": "TB2 extra top reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "TB2 left SUPPORT section"
    },
    {
      "label": "TB2 extra bottom reinforcement",
      "value": "+2-Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "TB2 SPAN section"
    },
    {
      "label": "TB2 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB2 left SUPPORT and SPAN sections"
    },
    {
      "label": "TB3 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3 left SUPPORT and SPAN sections"
    },
    {
      "label": "TB3 right support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 longitudinal reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "TB3 SUPPORT and SPAN sections"
    },
    {
      "label": "TB3 extra top reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "TB3 left SUPPORT section"
    },
    {
      "label": "TB3 extra bottom reinforcement",
      "value": "+1-Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "TB3 SPAN section"
    },
    {
      "label": "TB3 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB3 left SUPPORT and SPAN sections"
    },
    {
      "label": "detail scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB1, DETAIL OF TB2, and DETAIL OF TB3"
    }
  ],
  "notes": [],
  "labels": [
    "DISTRIBUTION BAR",
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB1",
    "SCALE = 1 : 25",
    "DETAIL OF TB2",
    "DETAIL OF TB3",
    "M BAR",
    "T(IN ROOF)",
    "= DIA. OF BAR)",
    "L1",
    "2-Y1",
    "Y8@1"
  ],
  "description": "This crop shows a partial T-shaped beam/slab reinforcement detail at the top, including distribution-bar and development-length callouts. The principal content is rectangular reinforcement cross-section details for TB1, TB2, and TB3 at support and span locations, with Y16 longitudinal bars and Y8 closed links; the right-hand support detail callouts are cropped and only partly legible."
}

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

crop

p01_r09 foundation of lift

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r09_foundation_of_lift
Original
p01_r09 foundation of lift
{
  "view": "Section",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular wall",
      "material": "brick",
      "count": 2,
      "note": "Shown above the lift foundation in the elevation."
    },
    {
      "name": "lift foundation / tie beam",
      "tag": "8-P",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Foundation elevation is labelled \"FOUNDATION OF LIFT\"; top of tie beam is noted at E.G.L."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in Section at XX and in the pile elevation; top and bottom elevations are called out."
    },
    {
      "name": "piles",
      "tag": "8-P",
      "shape": "rectangular longitudinal reinforcement cage in elevation; circular pile outlines in plan",
      "material": "",
      "count": 3,
      "note": "Three pile positions are visible in Section at XX; the foundation elevation carries the mark \"8-P\"."
    },
    {
      "name": "plain cement concrete layer",
      "tag": "P.C.C.",
      "shape": "rectangular layer",
      "material": "P.C.C. (1:4:8)",
      "count": null,
      "note": "Shown below/adjacent to foundation components."
    },
    {
      "name": "brick flat soling",
      "tag": "B.F.S",
      "shape": "rectangular layer",
      "material": "brick",
      "count": null,
      "note": "Shown beneath the P.C.C. layer."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "straight bars and stirrups",
      "material": "steel",
      "count": null,
      "note": "Y10, Y12 and Y16 reinforcement is called out in the views."
    }
  ],
  "measurements": [
    {
      "label": "FB4 section size",
      "value": "400",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "FB4 section size",
      "value": "250",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "FB4 reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "FB4 links",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "FB5 section size",
      "value": "450",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "FB5 section size",
      "value": "300",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "FB5 reinforcement",
      "value": "4-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "FB5 links",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "P.L. to G.L.",
      "value": "600",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "wall/foundation vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "wall pier width",
      "value": "250",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "wall pier dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "reinforcement",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "reinforcement",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "foundation depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "B.F.S. thickness",
      "value": "75 THK.",
      "unit": "",
      "appliesTo": "B.F.S"
    },
    {
      "label": "top of tie beam elevation",
      "value": "(±)0.000M",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "E.G.L. elevation",
      "value": "(±) 0.000 M",
      "unit": "",
      "appliesTo": "E.G.L."
    },
    {
      "label": "top of pile cap elevation",
      "value": "(-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile elevation",
      "value": "(-) 1.500 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "bottom of pile cap elevation",
      "value": "(-) 1.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap elevation"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap elevation"
    },
    {
      "label": "pile cap thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "pile length dimension",
      "value": "7000",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "pile length dimension",
      "value": "18000",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "pile cage dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "pile reinforcement",
      "value": "1-Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile stiffener reinforcement",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    },
    {
      "label": "pile cap dimension",
      "value": "300 TYP.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "Y12 @150C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap bottom reinforcement",
      "value": "5-Y16 AT BOT.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "plan dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "plan dimension",
      "value": "1,350",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "plan dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "plan dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "plan dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    }
  ],
  "notes": [
    "TOP OF TIE BEAM AT (±)0.000M E.G.L.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "Y16@1500 C/C STIFFENER",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "(NOT TO SCALE)"
  ],
  "labels": [
    "DETAIL OF FB4",
    "DETAIL OF FB5",
    "SPAN",
    "BRICK WALL",
    "P.L.",
    "G.L.",
    "FOUNDATION OF LIFT",
    "E.G.L.",
    "TOP OF PILE CAP",
    "TOP OF PILE",
    "BOT. OF PILE CAP",
    "CUT OFF LVL.",
    "SECTION AT : XX",
    "TIE BEAM",
    "X",
    "A"
  ],
  "description": "The crop shows a lift foundation arrangement with brick walls over a tied pile foundation, including a foundation elevation and Section at XX. It also includes a longitudinal pile reinforcement/elevation detail at right and partial FB4/FB5 reinforcement details at left."
}

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

crop

p01_r10 foundation section of lift shaft with pile cap

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r10_foundation_section_of_lift_shaft_with_pile_cap
Original
p01_r10 foundation section of lift shaft with pile cap
{
  "view": "Elevation",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "brick",
      "count": 2,
      "note": "Two brick walls are shown rising from the foundation/tie-beam level."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in the lower pile-cap section; top is called out at EL (-) 0.600 M."
    },
    {
      "name": "pile",
      "tag": "8-P",
      "shape": "vertical cylindrical",
      "material": "reinforced concrete",
      "count": 8,
      "note": "The main elevation identifies the foundation as 8-P; only representative piles are visibly drawn in elevation and section."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular horizontal beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Identified in the lower section detail."
    },
    {
      "name": "plain cement concrete layer",
      "tag": "P.C.C",
      "shape": "horizontal layer",
      "material": "plain cement concrete (1:4:8)",
      "count": null,
      "note": "Shown below the foundation and pile-cap work."
    },
    {
      "name": "B.F.S layer",
      "tag": "B.F.S",
      "shape": "horizontal layer",
      "material": "",
      "count": null,
      "note": "Shown below the P.C.C layer."
    },
    {
      "name": "vertical reinforcement bars",
      "tag": "",
      "shape": "straight bars",
      "material": "reinforcing steel",
      "count": null,
      "note": "Pile/pile-cap reinforcement is called out as Y16 and Y12 bars."
    },
    {
      "name": "pile-cap reinforcement",
      "tag": "",
      "shape": "straight and bent bars",
      "material": "reinforcing steel",
      "count": null,
      "note": "Includes top, bottom, side, shear and binding reinforcement callouts."
    },
    {
      "name": "footing bar detail",
      "tag": "FB4",
      "shape": "rectangular reinforcement cage",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Partial detail visible at upper left."
    },
    {
      "name": "footing bar detail",
      "tag": "FB5",
      "shape": "rectangular reinforcement cage",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Partial detail visible at left."
    }
  ],
  "measurements": [
    {
      "label": "FB4 vertical dimension",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 horizontal dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 longitudinal reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 tie reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5 vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 horizontal dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 longitudinal reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 tie reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "P.L. to G.L. vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "brick wall/foundation vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension at pile top area",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pile reinforcement spacing",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile reinforcement spacing",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "foundation vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "P.C.C thickness",
      "value": "100",
      "unit": "THK.",
      "appliesTo": "P.C.C"
    },
    {
      "label": "B.F.S thickness",
      "value": "75",
      "unit": "THK.",
      "appliesTo": "B.F.S"
    },
    {
      "label": "existing ground level elevation",
      "value": "EL (±) 0.000 M",
      "unit": "",
      "appliesTo": "E.G.L"
    },
    {
      "label": "E.G.L. to top of pile cap vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile cap elevation",
      "value": "EL (-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile cap to top of pile vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "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": "pile cap thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "lower section vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower section vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "lower section pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "typical reinforcement dimension",
      "value": "300",
      "unit": "TYP.",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "pile cap top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement spacing",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "partial beam-detail horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "partial beam-detail vertical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "partial right-side vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "Y12@150 C/C SIDE REINF.",
    "SHEAR REINF."
  ],
  "labels": [
    "BRICK WALL",
    "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.",
    "TIE BEAM",
    "BEAM",
    "DETAIL OF FB4",
    "DETAIL OF FB5",
    "SCALE = 1 : 25",
    "SPAN"
  ],
  "description": "This crop principally shows an elevation of the Foundation of Lift, with two brick walls supported over a pile-supported reinforced-concrete foundation identified as 8-P. It also includes a lower pile-cap/tie-beam reinforcement section, partial FB4 and FB5 reinforcement details, and level callouts for E.G.L., pile-cap top and bottom, and pile top."
}

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

crop

p01_r19 foundation of lift

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r19_foundation_of_lift
Original
p01_r19 foundation of lift
{
  "view": "Section",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Top is identified by the callout “TOP OF PILE CAP EL (-) 0.600 M”."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Three pile heads are visible below the pile cap; lower pile lengths are broken/cropped."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only portions on either side of the central vertical member are shown."
    },
    {
      "name": "central vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Extends upward from the pile cap and is shown with a vertical break."
    },
    {
      "name": "P.C.C. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C.",
      "count": 2,
      "note": "One 100 THK. P.C.C. callout occurs near the tie beam and one occurs below the pile cap."
    },
    {
      "name": "B.F.S. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "B.F.S.",
      "count": 2,
      "note": "75 THK. B.F.S. is called out above and below the pile-cap region."
    },
    {
      "name": "pile-cap reinforcement",
      "tag": "",
      "shape": "reinforcing bars",
      "material": "",
      "count": null,
      "note": "Top, bottom, side, and shear reinforcement callouts are shown."
    },
    {
      "name": "binding steel",
      "tag": "",
      "shape": "wire ties",
      "material": "steel",
      "count": null,
      "note": "Called out around pile bar."
    },
    {
      "name": "chair",
      "tag": "",
      "shape": "bar support",
      "material": "",
      "count": 1,
      "note": "Shown at the left side of the pile-cap reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "Top of pile cap elevation",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "upper left layered construction"
    },
    {
      "label": "Dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "vertical distance at left of pile cap"
    },
    {
      "label": "Dimension",
      "value": "75",
      "unit": "",
      "appliesTo": "upper left layered construction"
    },
    {
      "label": "Dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "vertical distance beside chair"
    },
    {
      "label": "Dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "upper right layered construction"
    },
    {
      "label": "Typical spacing",
      "value": "300",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "lower left layered construction"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "lower left layered construction"
    },
    {
      "label": "Dimension",
      "value": "75",
      "unit": "",
      "appliesTo": "lower left layered construction"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "P.C.C. layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "B.F.S. layer"
    },
    {
      "label": "Shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Tie beam reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "Side reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "TOP OF PILE CAP EL (-) 0.600 M",
    "100 THK. P.C.C",
    "6L - Y10 @ 130 C/C SHEAR REINF.",
    "CHAIR PROVIDED",
    "5-Y12",
    "Y12 @150C/C",
    "TIE BEAM",
    "Y12@150 C/C",
    "75 THK. B.F.S",
    "BINDING STEEL AROUND PILE BAR",
    "Y12@150 C/C SIDE REINF.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "Y12@150 C/C",
    "5-Y16 AT BOT."
  ],
  "labels": [
    "E.G.L.",
    "CUT OFF LVL.",
    "SECTION AT : XX",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows Section at XX through a pile cap supported on three visible piles, with a central vertical member extending upward and tie-beam portions at either side. It documents pile-cap elevation, surrounding P.C.C. and B.F.S. layers, pile cut-off level, and reinforcement arrangement including shear, top, bottom, and side reinforcement."
}

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

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

  • 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

crop

p01_r37 tie beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r37_tie_beam_layout
Original
p01_r37 tie beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "Tie beam",
      "tag": "TB1",
      "shape": "straight rectangular beam runs, including diagonal runs",
      "material": "",
      "count": null,
      "note": "Multiple beam segments are marked TB1."
    },
    {
      "name": "Tie beam",
      "tag": "TB2",
      "shape": "straight rectangular beam runs",
      "material": "",
      "count": null,
      "note": "Multiple beam segments are marked TB2."
    },
    {
      "name": "Tie beam",
      "tag": "TB3",
      "shape": "straight rectangular beam runs",
      "material": "",
      "count": null,
      "note": "Multiple beam segments are marked TB3."
    },
    {
      "name": "Column/support symbol",
      "tag": "",
      "shape": "solid square",
      "material": "",
      "count": 21,
      "note": "Solid square symbols occur at beam intersections and along the diagonal beam line."
    },
    {
      "name": "Stair",
      "tag": "",
      "shape": "rectangular stepped flight",
      "material": "",
      "count": 1,
      "note": "Shown near the middle-left of the plan."
    }
  ],
  "measurements": [
    {
      "label": "Grid spacing A-C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing C-D",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing D-F",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing F-G",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 1-2",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 2-3",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 3-4",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 4-6",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 6-9",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall grid spacing 1-3",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall grid spacing 3-5",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall grid spacing 5-8",
      "value": "2057",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall grid spacing 8-7",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Internal spacing",
      "value": "1400",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Internal spacing",
      "value": "1600",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Internal spacing",
      "value": "2275",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Internal spacing",
      "value": "1300",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Bottom grid spacing A-B",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bottom grid spacing B-E",
      "value": "4290",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bottom grid spacing E-F",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bottom grid spacing F-G",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Diagonal spacing",
      "value": "4903",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Diagonal spacing",
      "value": "2554",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Diagonal spacing",
      "value": "4143",
      "unit": "",
      "appliesTo": "TB1"
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "G'",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'",
    "N"
  ],
  "description": "This crop shows a structural framing plan on lettered and numbered grid lines. Tie beams marked TB1, TB2, and TB3 connect solid square support symbols, with a diagonal TB1 beam line in the lower-right portion and a stair shown near the centre-left."
}

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

crop

p01_r19

page 1 · pile_cap_p01_r19
Original
p01_r19
{
  "view": "Section",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown below the tie beam with top level called out."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member at the center of the section."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Three pile shafts are visible below the pile cap, each shown with pile bars."
    },
    {
      "name": "P.C.C. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C.",
      "count": 3,
      "note": "P.C.C. layers are called out at the upper and lower portions of the section."
    },
    {
      "name": "B.F.S. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "",
      "count": 2,
      "note": "B.F.S. is shown beneath/adjacent to the P.C.C. layers."
    },
    {
      "name": "shear reinforcement",
      "tag": "6L-Y10",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out at 130 C/C."
    },
    {
      "name": "tie-beam longitudinal reinforcement",
      "tag": "5-Y12",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": 5,
      "note": "Callout points to the tie beam."
    },
    {
      "name": "tie-beam reinforcement",
      "tag": "Y12 @150 C/C",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Callout points to the tie beam."
    },
    {
      "name": "pile-cap top reinforcement",
      "tag": "Y12@150 C/C",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Callout points to the top reinforcement in the pile cap."
    },
    {
      "name": "pile-cap side reinforcement",
      "tag": "Y12@150 C/C",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out as side reinforcement."
    },
    {
      "name": "pile-cap bottom reinforcement",
      "tag": "5-Y16",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out at bottom; the callout is shown at both sides of the central tie beam."
    },
    {
      "name": "binding steel",
      "tag": "",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out around pile bars."
    },
    {
      "name": "chair",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown as provided."
    }
  ],
  "measurements": [
    {
      "label": "Top of pile cap elevation",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "upper P.C.C. layer"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "upper P.C.C. layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "upper B.F.S. layer"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "lower P.C.C. layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "lower B.F.S. layer"
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "tie beam / pile cap area"
    },
    {
      "label": "Typical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Shear reinforcement",
      "value": "6L-Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Tie-beam reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "Tie-beam reinforcement spacing",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "Pile-cap top reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Pile-cap side reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Pile-cap bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "100 THK. P.C.C",
    "TOP OF PILE CAP EL (-) 0.600 M",
    "TIE BEAM",
    "5-Y12",
    "Y12 @150 C/C",
    "Y12@150 C/C",
    "75 THK. B.F.S",
    "6L - Y10 @ 130 C/C SHEAR REINF.",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "Y12@150 C/C SIDE REINF.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "5-Y16 AT BOT."
  ],
  "labels": [
    "E.G.L.",
    "CUT OFF LVL.",
    "SECTION AT : XX",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows Section at : XX through a reinforced-concrete pile cap supported on three piles, with a central tie beam extending upward. The section documents pile cut-off level, P.C.C. and B.F.S. layers, pile-cap reinforcement, pile bars, and associated reinforcement callouts."
}

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

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

  • 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

crop

p01_r37

page 1 · tie_beam_layout_p01_r37
Original
p01_r37
{
  "view": "Plan",
  "objects": [
    {
      "name": "tie beam",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are labeled TB1, including horizontal, vertical, and diagonal runs."
    },
    {
      "name": "tie beam",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are labeled TB2."
    },
    {
      "name": "tie beam",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are labeled TB3."
    },
    {
      "name": "support pedestal / column location",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 21,
      "note": "Dark filled square symbols occur at beam intersections and ends."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown near the central-left portion of the layout."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing A to C",
      "value": "3950",
      "unit": "",
      "appliesTo": "gridlines A-C"
    },
    {
      "label": "horizontal grid spacing C to D",
      "value": "1650",
      "unit": "",
      "appliesTo": "gridlines C-D"
    },
    {
      "label": "horizontal grid spacing D to F",
      "value": "4500",
      "unit": "",
      "appliesTo": "gridlines D-F"
    },
    {
      "label": "horizontal grid spacing F to G",
      "value": "3625",
      "unit": "",
      "appliesTo": "gridlines F-G"
    },
    {
      "label": "vertical overall/grid dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "left side gridlines 1-3"
    },
    {
      "label": "vertical grid dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "left side gridlines 3-5"
    },
    {
      "label": "vertical grid dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "left side gridlines 5-8"
    },
    {
      "label": "vertical grid dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "left side gridlines 8-7"
    },
    {
      "label": "vertical grid spacing 1 to 2",
      "value": "3400",
      "unit": "",
      "appliesTo": "gridlines 1-2"
    },
    {
      "label": "vertical grid spacing 2 to 3",
      "value": "1950",
      "unit": "",
      "appliesTo": "gridlines 2-3"
    },
    {
      "label": "vertical grid spacing 3 to 4",
      "value": "2650",
      "unit": "",
      "appliesTo": "gridlines 3-4"
    },
    {
      "label": "vertical grid spacing 4 to 5",
      "value": "2965",
      "unit": "",
      "appliesTo": "gridlines 4-5"
    },
    {
      "label": "vertical grid spacing 5 to 6",
      "value": "4125",
      "unit": "",
      "appliesTo": "gridlines 5-6"
    },
    {
      "label": "vertical grid spacing 6 to 7",
      "value": "25",
      "unit": "",
      "appliesTo": "gridlines 6-7"
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "lower-left internal layout"
    },
    {
      "label": "horizontal internal dimension",
      "value": "2275",
      "unit": "",
      "appliesTo": "lower-left internal layout"
    },
    {
      "label": "horizontal internal dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "lower-left internal layout"
    },
    {
      "label": "horizontal grid spacing A to B",
      "value": "3575",
      "unit": "",
      "appliesTo": "bottom gridlines A-B"
    },
    {
      "label": "horizontal grid spacing B to E",
      "value": "4290",
      "unit": "",
      "appliesTo": "bottom gridlines B-E"
    },
    {
      "label": "horizontal grid spacing E to F",
      "value": "2235",
      "unit": "",
      "appliesTo": "bottom gridlines E-F"
    },
    {
      "label": "horizontal grid spacing F to G",
      "value": "3625",
      "unit": "",
      "appliesTo": "bottom gridlines F-G"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "diagonal TB1 alignment"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "diagonal TB1 alignment"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "diagonal TB1 alignment"
    },
    {
      "label": "vertical overall/grid dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "right side gridlines 1-3"
    },
    {
      "label": "vertical grid dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "right side gridlines 3-5"
    },
    {
      "label": "vertical grid dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "right side gridlines 5-8"
    },
    {
      "label": "vertical grid dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "right side gridlines 8-7"
    }
  ],
  "notes": [],
  "labels": [
    "TIE BEAM LAYOUT",
    "GATE",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "G'",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'"
  ],
  "description": "This crop shows a tie beam layout plan on a structural grid, with beam runs identified as TB1, TB2, and TB3. Square support locations are shown at beam intersections and ends, and the plan includes a diagonal TB1 alignment in the lower-right area and a stair flight near the center-left."
}

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

crop

p01_r17

page 1 · tie_beam_tb3_upstand_at_intermediate_level_p01_r17
Original
p01_r17
{
  "view": "Detail",
  "objects": [
    {
      "name": "tie beam",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only part of the beam is visible; it continues beyond the right edge of the crop."
    },
    {
      "name": "upstand beam",
      "tag": "B15",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked \"(UP STAND BEAM) AT INTERMEDIATE LEVEL\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "circular bar sections shown",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callout is \"Y12 @ 150 C/C\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8",
      "shape": "circular bar sections shown",
      "material": "steel",
      "count": null,
      "note": "Callout is partially cut off: \"Y8 @ 150 C/\"."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB3"
    },
    {
      "label": "horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "B15 / TB3 detail"
    },
    {
      "label": "vertical dimension",
      "value": "150",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "Y12"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "Y8"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL OF TB3",
    "SCALE = 1 : 25",
    "SPAN",
    "INTERMEDIATE LE..."
  ],
  "description": "This crop shows a structural reinforcement detail titled \"DETAIL OF TB3.\" It depicts part of a rectangular tie beam with a B15 upstand beam at intermediate level, including dimensions and Y12/Y8 reinforcement spacing callouts; the right-hand portion of the detail is cropped off."
}

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