Drawing to BOQpipeline control sheet
← Mindmapwhat the drawings said

Plain Cement Concrete Blinding

1 page · 6 crops · ×5 · foundation
Unknown ontology domain "building". Supported: bridge, highway.

Matched toLevelling Coursebuilding.substructure.blindingon “P.C.C. layer”

This class asks for no measurements, so there is no take-off to do against it.

How the sheets named it

plain cement concrete levelling courseplain cement concrete layerP.C.C. layerP.C.C.P.C.C

Every dimension read for it34

  • 600brick wall/foundation vertical dimensionnot attributedp1 · p01_r10
  • 450wall/pedestal widthnot attributedp1 · p01_r10
  • 250pedestal widthnot attributedp1 · p01_r10
  • 100 THK.P.C.C. thicknessnot attributedp1 · p01_r10
  • 75 THK.B.F.S thicknessnot attributedp1 · p01_r10
  • (1:4:8)P.C.C. mixp1 · 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
  • 100 THK.P.C.C. thicknessp1 · p01_r09
  • EL (±) 0.000 ME.G.L. elevationnot attributedp1 · p01_r09
  • 100 THK.Section XX P.C.C. thicknessp1 · p01_r09
  • 500Section XX vertical dimensionnot attributedp1 · p01_r09
  • 100 THK.P.C.C. thicknessp1 · 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
  • 100 THK.P.C.C thicknessp1 · 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
  • 800partial right-side vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
  • 100P.C.C. thicknessp1 · p01_r19 foundation of lift
  • 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

Notes on the sheets that carry it

  • 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
  • p1NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.
  • 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.

Every crop it was read in — the drawing beside what the model took off it

Page 1

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

  • plain cement concrete blindingrectangular layerP.C.C. (1:4:8)Shown below foundation/pile-cap concrete.

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

  • plain cement concrete levelling courserectangular layerP.C.C. (1:4:8)Shown below pile-cap and foundation work.

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_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

  • plain cement concrete layerP.C.C.rectangular layerP.C.C. (1:4:8)Shown below/adjacent to foundation components.

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

  • plain cement concrete layerP.C.Chorizontal layerplain cement concrete (1:4:8)Shown below the foundation and pile-cap work.

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

  • P.C.C. layer×2rectangular layerP.C.C.One 100 THK. P.C.C. callout occurs near the tie beam and one occurs below the pile cap.

(-) 0.600 M Top of pile cap elevation100 Dimension1500 Dimension75 Dimension1000 Dimension500 Dimension300 Typical spacing100 Dimension+11 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

  • P.C.C. layer×3rectangular layerP.C.C.P.C.C. layers are called out at the upper and lower portions 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