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Building Test 2

mkpa_techno_building_2025_job_020_structural_af7b24c3bd-76c87454b5094436bde05581af721f35 · Building

Models

Step 1 sends drawing crops, so it needs a model that can see them. Steps 2 and 3 send step 1’s readings as text — a text-only model with a large context is a fair answer there.

1Read the crops86 crops · all read · 599 objects · 2170 measurementsconfigured openai/gpt-5.6-terra-pro · about 98¢ for 86 crops · default

Every cropped image from the cropping run, page by page, with what the model read off it: view, objects, measurements, notes and labels. Click a crop to see it beside its JSON.

All 86 crops read.

86crops86read599objects found2170measurements1,660,601tokens in530,441tokens out

Validation — 73 of 86 crops match at least one agent · ~247 billed calls · Reinforcement 56 · Concrete 59 · Dimension LF 67

Page 124 crops · 24 read
item · 2143 × 2456

1St Floor Beam Layout

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

1St Floor Beam Layout

done

1st_floor_beam_layout_p01_r38

Plan12 objects · 32 measurements · 2 notes · 18 labels

This crop is a structural floor framing plan showing a grid of floor beams labelled FB1 through FB5, slab panel designations SI, S2, S3, and S4, and square support locations. It includes a stair flight and a half landing beam in the left-central area, together with irregular diagonal framing along the lower-right portion of the plan.

Objects · 12

MarkObjectNo.ShapeNote
column/support18squareShown as solid dark square supports at beam intersections; count is for supports visible in this crop.
FB1floor beamlinearMultiple horizontal, vertical, and diagonal beam runs are labelled FB1.
FB2floor beamlinearMultiple beam runs are labelled FB2.
FB3floor beamlinearVertical beam run at the upper central-left area is labelled FB3.
FB4floor beamlinearMultiple short beam runs are labelled FB4.
FB5floor beamlinearVertical beam runs at the right side are labelled FB5.
SIfloor slab panel15rectangular/irregularSI callouts occur in multiple slab areas; some panels are irregular adjacent to diagonal beams.
S2floor slab panel1rectangular
S3floor slab panel4rectangular/irregularS3 callouts are visible at the upper edge, lower left, bottom centre, and diagonal lower-right area.
S4floor slab panel2rectangular
stair flight1rectangular with parallel treadsLocated beside the HALF LANDING BEAM callout.
half landing beam1linearCalled out adjacent to the stair flight.

Measurements · 32

MeasurementValueApplies to
horizontal grid dimension3950Between grids A and C
horizontal grid dimension1650Between grids C and D
horizontal grid dimension4500Between grids D and F
horizontal grid dimension3625To the right of grid F; partial continuation
horizontal offset+225At grid F
overall vertical dimension5350Upper-left vertical dimension
vertical dimension4123Left-side vertical dimension
vertical dimension2057Left-side vertical dimension
vertical dimension3400Between grid lines 1 and 2
vertical dimension1950Between grid lines 2 and 3
vertical dimension2650Between grid lines 3 and 4
vertical dimension2995Between grid lines 4 and 5
vertical dimension4125Between grid lines 7 and 9
vertical offset1125At left of grid 2
vertical offset1525At HALF LANDING BEAM area
vertical dimension1440Between grid lines 5 and 6
vertical dimension125Between grid lines 6 and 7
vertical dimension1600Upper central FB2/FB3 area
vertical dimension1800Central FB2 area
vertical offset207At grid 4 near FB2
horizontal dimension740At stair/UP STANDING area
horizontal dimension1400At stair/UP STANDING area
horizontal dimension2300Lower-left FB2 span
horizontal dimension1275Lower-left FB2 span
vertical dimension87Near lower central support
diagonal dimension1552Diagonal FB1 area
diagonal dimension5518Diagonal FB1 area
diagonal dimension226Diagonal lower beam intersection
diagonal dimension251Diagonal/right support area
diagonal dimension4443Lower-right diagonal line
diagonal dimension2554Lower-right diagonal line
diagonal dimension4903Lower diagonal line

Labels

ACDFI1234567899'E'F'N

Notes

  • (UP STANDING)
  • HALF LANDING BEAM

openai/gpt-5.6-terra-pro · 32579 tokens · 46.1s

item · 2607 × 2322

2Nd Floor Beam Layout

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

2Nd Floor Beam Layout

done

2nd_floor_beam_layout_p01_r39

Plan12 objects · 27 measurements · 19 labels

This crop is a structural framing plan showing a grid-based layout of beams identified FB1 through FB5, slab-area designations, and rectangular vertical-support symbols. It includes a stair flight with a HALF LANDING BEAM callout and a lower-right diagonal portion of the framing grid.

Objects · 12

MarkObjectNo.ShapeNote
column / vertical support symbol21rectangularDark filled rectangular symbols occur at grid intersections and along the diagonal grid line.
FB1beamlinear rectangular beam runRepeated throughout the framing plan, including perimeter, internal, and diagonal runs.
FB2beamlinear rectangular beam runVisible at the right-side internal framing and near the stair/landing area.
FB3beamlinear rectangular beam runVisible in the upper-right bay.
FB4beamlinear rectangular beam runVisible around the central opening/landing and at the lower-right diagonal connection.
FB5beamlinear rectangular beam runVisible in the central-right framing.
SIslab arearectangular and irregular polygonal panelsRepeated slab-area designation; printed as "SI" in the crop.
S2slab area1rectangular panel
S3slab arearectangular and irregular polygonal panels
S4slab arearectangular panels
stair flight1rectangular flight with parallel tread linesLocated between the grid 3 and 4 lines at the left-center of the crop.
half landing beam1linear rectangular beam runCallout adjacent to the stair flight.

Measurements · 27

MeasurementValueApplies to
horizontal grid spacing3950Between grids A and C
horizontal grid spacing1650Between grids C and D
horizontal grid spacing4500Between grids D and F
horizontal grid spacing3625Between grids F and G
horizontal dimension1625From grid G to right-hand extension line
vertical grid spacing3400Between grid lines 1 and 2 at left
vertical grid spacing1900Between grid lines 2 and 3 at left
vertical grid spacing2650Between grid lines 3 and 4 at left
vertical grid spacing2965Between grid lines 4 and 6 at left
vertical grid spacing4125Between grid lines 6 and 9 at left
vertical dimension3215Upper-right framing
vertical dimension5390Right-side grid dimension
vertical dimension225Upper-right framing offset
vertical dimension4123Right-side grid dimension
vertical dimension2057Right-side grid dimension
vertical dimension1237Right-side grid dimension
vertical dimension2525Central-right framing
horizontal dimension1400Right-side internal framing
horizontal dimension225Right-side internal framing
horizontal dimension1675Between central-right support lines
horizontal dimension1950Between central-right support lines
horizontal dimension625Stair/landing framing
horizontal dimension1400Stair/landing framing
diagonal dimension1709Lower-right diagonal framing
diagonal dimension4143Lower-right diagonal framing
diagonal dimension2554Lower diagonal grid line
diagonal dimension4903Lower diagonal grid line

Labels

ACDFGE'F'G'123456789IN

openai/gpt-5.6-terra-pro · 33805 tokens · 49.5s

item · 3112 × 4002

3Rd Floor Beam Layout

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

3Rd Floor Beam Layout

done

3rd_floor_beam_layout_p01_r23

Plan13 objects · 44 measurements · 26 labels

This crop principally shows a 3rd-floor structural beam layout in plan, with beams FB1 through FB5 supported on square column symbols and slab panels marked S1 through S4. The drawing includes a stair and half-landing opening, an irregular diagonal perimeter beam line at the lower-right, grid dimensions, and a partial separate drawing/table fragment at the crop edges.

Objects · 13

MarkObjectNo.ShapeNote
FB1BeamrectangularRepeated beam designation throughout the layout, including diagonal perimeter beam segments.
FB2BeamrectangularRepeated beam designation in the left and central portions of the layout.
FB3BeamrectangularTwo beam segments are shown at the upper-right projection.
FB4BeamrectangularRepeated short beam segments around the central upper bays and stair/landing area.
FB5BeamrectangularRepeated beam designation at the central-right bays.
Half landing beam1rectangularMarked "HALF LANDING BEAM" beside the stair opening.
Stair flight1rectangular steppedShown with individual stair treads adjacent to the half landing beam.
ColumnsquareSolid dark square column symbols occur at beam intersections and along the diagonal edge.
S1Slab panelrectangular and irregular panelsRepeated circled slab mark.
S2Slab panel1rectangularCircled slab mark in the upper central-right bay.
S3Slab panelrectangular and irregular panelsRepeated circled slab mark, including locations along the lower diagonal edge.
S4Slab panelrectangularCircled slab mark at the left landing area, central landing area, and upper-right projection.
Gate1curvedPartial gate symbol in the lower-left fragment of the crop.

Measurements · 44

MeasurementValueUnitApplies to
Grid spacing3950top horizontal grid dimension A–C
Grid spacing1650top horizontal grid dimension C–D
Grid spacing4500top horizontal grid dimension D–F
Grid spacing3625top horizontal grid dimension F–G
Grid spacing1625top-right extension dimension
Offset225near grid F at top of layout
Grid spacing3400left vertical grid dimension 1–2
Grid spacing1950left vertical grid dimension 2–3
Grid spacing2650left vertical grid dimension 3–4
Grid spacing2965left vertical grid dimension 4–6
Grid spacing4125left vertical grid dimension 6–9
Overall/segment dimension3215upper-right vertical dimension
Overall/segment dimension5350right vertical dimension
Offset2254right-side vertical projection
Offset1400upper-right horizontal projection
Offset225upper-right horizontal projection
Overall/segment dimension4123right vertical dimension
Overall/segment dimension2057right vertical dimension
Overall/segment dimension1237right vertical dimension
Offset300central-right beam offset
Offset370central-right beam offset
Opening/landing dimension740stair/landing area
Opening/landing dimension1400stair/landing area
Diagonal dimension1257diagonal beam line
Diagonal dimension1121diagonal beam line
Diagonal dimension4143diagonal beam line
Diagonal dimension2554diagonal beam line
Diagonal dimension4903diagonal beam line
Grid spacing3575bottom horizontal grid dimension A–B
Grid spacing4290bottom horizontal grid dimension B–E
Grid spacing2235bottom horizontal grid dimension E–F
Grid spacing3625bottom horizontal grid dimension F–G
Top of beam elevation(+) 10.200M3RD FLOOR BEAM LAYOUT
Scale1:1003RD FLOOR BEAM LAYOUT
Reinforcement notation2L-Y8 @ 150 C/Cpartial table at upper-left; shown four times
Reinforcement notationY8 @ 125 C/Cpartial table at left
Reinforcement notationY10 @ 125 C/Cpartial table at left
Reinforcement notationY8 @ 150 C/Cpartial table at left; shown twice
Grid spacing3950lower partial drawing, A–C
Grid spacing1650lower partial drawing, C–D
Grid spacing4500lower partial drawing, D–F
Grid spacing3625lower partial drawing, F–G
Vertical dimension4005lower partial drawing
Vertical dimension27063lower partial drawing

Labels

3RD FLOOR BEAM LAYOUTTOP OF BEAM (+) 10.200MSCALE - 1:100BOTTOMT SPANGATEP-3NABCDEFG123469B'E'F'G'9'

openai/gpt-5.6-terra-pro · 34744 tokens · 65.9s

item · 1917 × 3190

Beam Bar Anchorage

page 1 · beam_bar_anchorage_p01_r07
Original
Beam Bar Anchorage
{
  "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."
}

Beam Bar Anchorage

done

beam_bar_anchorage_p01_r07

Detail9 objects · 43 measurements · 4 notes · 7 labels

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.

Objects · 9

MarkObjectNo.ShapeNote
L1beam longitudinal reinforcement detail1rectangular longitudinal profileOnly a cropped portion of the member and its reinforcement is visible.
distribution barstraight bar shown in longitudinal profileCalled out as DISTRIBUTION BAR.
bent reinforcement bar1U-shapedShown at the vertical centerline in the longitudinal detail.
TB1beam cross-section2rectangularSupport and span reinforcement sections are shown.
TB2beam cross-section2rectangularSupport and span reinforcement sections are shown.
TB3beam cross-section2rectangularSupport and span reinforcement sections are shown.
beam cross-section3rectangularThree partial 250 by 450 sections are visible at the right edge; their detail titles are cropped.
longitudinal reinforcement barcircular in sectionY16 bar callouts are shown in the beam sections.
stirrup reinforcementrectangular closed tieCalled out as Y8@150 C/C in the complete sections.

Measurements · 43

MeasurementValueApplies to
member lengthL1L1
length0.3L1beam longitudinal reinforcement detail
length0.15L1beam longitudinal reinforcement detail
length0.25L1beam longitudinal reinforcement detail
section depth400TB1 support
section width250TB1 support
top longitudinal reinforcement2−Y16(ALTh.)TB1 support
bottom longitudinal reinforcement2−Y16(ALTh.)TB1 support
stirrup reinforcement spacingY8@150 C/CTB1 support
section depth400TB1 span
section width250TB1 span
top longitudinal reinforcement2−Y16(ALTh.)TB1 span
bottom longitudinal reinforcement2−Y16(ALTh.)TB1 span
stirrup reinforcement spacingY8@150 C/CTB1 span
scale1 : 25DETAIL OF TB1
section depth400TB2 support
section width250TB2 support
top longitudinal reinforcement2−Y16(ALTh.) +2−Y16(EX.TOP)TB2 support
bottom longitudinal reinforcement2−Y16(ALTh.)TB2 support
stirrup reinforcement spacingY8@150 C/CTB2 support
section depth400TB2 span
section width250TB2 span
top longitudinal reinforcement2−Y16(ALTh.)TB2 span
bottom longitudinal reinforcement2−Y16(ALTh.) +2−Y16(EX.BOT.)TB2 span
stirrup reinforcement spacingY8@150 C/CTB2 span
scale1 : 25DETAIL OF TB2
section depth400TB3 support
section width250TB3 support
top longitudinal reinforcement2−Y16(ALTh.)TB3 support
bottom longitudinal reinforcement2−Y16(ALTh.)TB3 support
stirrup reinforcement spacingY8@150 C/CTB3 support
section depth400TB3 span
section width250TB3 span
top longitudinal reinforcement2−Y16(ALTh.)TB3 span
bottom longitudinal reinforcement2−Y16(ALTh.) +1−Y16(EX.BOT.)TB3 span
stirrup reinforcement spacingY8@150 C/CTB3 span
scale1 : 25DETAIL OF TB3
section depth450partial right-hand beam section, upper
section width250partial right-hand beam section, upper
section depth450partial right-hand beam section, middle
section width250partial right-hand beam section, middle
section depth450partial right-hand beam section, lower
section width250partial right-hand beam section, lower

Labels

SUPPORTSPANDETAIL OF TB1SCALE = 1 : 25DETAIL OF TB2DETAIL OF TB3TYP [partial]

Notes

  • DISTRIBUTION BAR
  • [partial] AM BAR
  • [partial] INT(IN ROOF)
  • (db = DIA. OF BAR)

openai/gpt-5.6-terra-pro · 30586 tokens · 66.7s

item · 1787 × 3115

Beam Bar Anchorage

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

Beam Bar Anchorage

done

beam_bar_anchorage_p01_r08

Detail9 objects · 28 measurements · 10 notes · 8 labels

The crop contains a typical longitudinal reinforced slab section, with top and bottom bar layouts dimensioned as proportions of L1 and L2. Below it are rectangular reinforced-concrete member section details identified as FB1, FB2, and FB3, showing support and span reinforcement arrangements, section dimensions, and Y8 link spacing.

Objects · 9

MarkObjectNo.ShapeMaterialNote
slab1rectangular longitudinal sectionreinforced concreteTypical long section shown.
top reinforcing barstraight longitudinal barreinforcing steelBars are shown along the top of the slab.
bottom reinforcing barstraight longitudinal barreinforcing steelBars are shown along the bottom of the slab.
central rectangular slab feature1rectangularUnlabelled vertical rectangular feature shown at the centre of the slab long section.
FB1FB1 member section3rectangularreinforced concreteTwo support sections and one span section are visible; the right support section is partly cropped.
FB2FB2 member section3rectangularreinforced concreteTwo support sections and one span section are visible; the right support section is partly cropped.
FB3FB3 member section2rectangularreinforced concreteOne support section and one span section are visible.
Y16Y16 reinforcing barcircular in sectionreinforcing steelLongitudinal bar callouts are shown in the FB1, FB2, and FB3 sections.
Y8Y8 linkrectangular closed linkreinforcing steelLink callouts are shown in the member sections.

Measurements · 28

MeasurementValueApplies to
slab top-bar length dimension0.3L1slab
slab top-bar length dimension0.3L2slab
slab top-bar length dimension0.15L1slab
slab top-bar length dimension0.15L2slab
slab bottom-bar length dimension0.25L1slab
slab bottom-bar length dimension0.25L2slab
depth450FB1 support section
width250FB1 support section
depth450FB1 span section
width250FB1 span section
depth400FB1 right support section
width250FB1 right support section
depth450FB2 support section
width250FB2 support section
depth450FB2 span section
width250FB2 span section
depth450FB2 right support section
width300FB2 right support section
depth450FB3 support section
width250FB3 support section
depth450FB3 span section
width250FB3 span section
longitudinal reinforcement2-Y16(ALTh.)FB1, FB2 and FB3
link spacingY8@150 C/CFB1, FB2 and FB3
additional top reinforcement+2-Y16(EX.TOP)FB2 and FB3 support sections
additional bottom reinforcement+2-Y16(EX.BOT.)FB2 span section
scaleN.T.S.Typical long section of slab
scale1 : 25FB1, FB2 and FB3 details

Labels

TYPICAL LONG SECTION OF SLABSCALE - N.T.S.SUPPORTSPANDETAIL OF FB1SCALE = 1 : 25DETAIL OF FB2DETAIL OF FB3

Notes

  • N BAR (partial)
  • TOP (partial)
  • BOT. BAR
  • 2-Y16(ALTh.)
  • Y8@150 C/C
  • +2-Y16(EX.TOP)
  • +2-Y16(EX.BOT.)
  • 2-Y (partial)
  • 4-Y (partial)
  • Y8@ (partial)

openai/gpt-5.6-terra-pro · 31641 tokens · 62.6s

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Beam Column Junction Reinforcement

page 1 · beam_column_junction_reinforcement_p01_r12
Original
Beam Column Junction Reinforcement
{
  "view": "Detail",
  "objects": [
    {
      "name": "column reinforcement cage",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Vertical reinforcing bars with closely spaced transverse links; continues beyond crop."
    },
    {
      "name": "beam reinforcement",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beam frames into the column at the upper junction and a continuous beam passes through the lower junction."
    },
    {
      "name": "column links",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "",
      "count": null,
      "note": "Link spacing is shown as 8⌀ LINK @120 C/C and 8⌀ LINK @150 C/C in different zones."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 9,
      "note": "Visible as vertical stirrup lines in the beam reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "Link diameter and spacing",
      "value": "8⌀ LINK @150 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "Link diameter and spacing",
      "value": "8⌀ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column links at END BEAM COLUMN JUNCTION"
    },
    {
      "label": "Development length",
      "value": "Ld+10db",
      "unit": "",
      "appliesTo": "column reinforcement; (TYP)"
    },
    {
      "label": "Link zone length / quantity",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "Link diameter and spacing",
      "value": "8⌀ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "Link zone length / quantity",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "Link diameter and spacing",
      "value": "8⌀ LINK @150 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "Link zone length / quantity",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "Lap/development length",
      "value": "Ld + 10db",
      "unit": "",
      "appliesTo": "column reinforcement; (LAP)"
    },
    {
      "label": "Link diameter and spacing",
      "value": "8⌀ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "Link diameter and spacing",
      "value": "8⌀ LINK @150 C/C",
      "unit": "",
      "appliesTo": "column links for continuous beam column junction"
    },
    {
      "label": "Link zone length / quantity",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "Link diameter and spacing",
      "value": "8⌀ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "Link diameter and spacing",
      "value": "8⌀ LINK @150 C/C",
      "unit": "",
      "appliesTo": "column links"
    }
  ],
  "notes": [
    "BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION"
  ],
  "labels": [
    "END BEAM COLUMN JUNCTION",
    "(TYP)",
    "(LAP)",
    "EFFECTIVE LENGTH OF COLUMN (L)"
  ],
  "description": "This crop is a reinforcement detail of a vertical column intersecting an end beam at the upper junction and a continuous beam at the lower junction. It documents column link spacing zones, lap/development lengths, beam stirrups, and continuity of beam and column reinforcement through the junctions."
}

Beam Column Junction Reinforcement

done

beam_column_junction_reinforcement_p01_r12

Detail4 objects · 14 measurements · 1 note · 4 labels

This crop is a reinforcement detail of a vertical column intersecting an end beam at the upper junction and a continuous beam at the lower junction. It documents column link spacing zones, lap/development lengths, beam stirrups, and continuity of beam and column reinforcement through the junctions.

Objects · 4

ObjectNo.ShapeNote
column reinforcement cagerectangularVertical reinforcing bars with closely spaced transverse links; continues beyond crop.
beam reinforcement2rectangularOne beam frames into the column at the upper junction and a continuous beam passes through the lower junction.
column linksrectangular closed linksLink spacing is shown as 8⌀ LINK @120 C/C and 8⌀ LINK @150 C/C in different zones.
beam stirrups9rectangularVisible as vertical stirrup lines in the beam reinforcement.

Measurements · 14

MeasurementValueApplies to
Link diameter and spacing8⌀ LINK @150 C/Ccolumn links
Link diameter and spacing8⌀ LINK @120 C/Ccolumn links at END BEAM COLUMN JUNCTION
Development lengthLd+10dbcolumn reinforcement; (TYP)
Link zone length / quantity750 (10)column links
Link diameter and spacing8⌀ LINK @120 C/Ccolumn links
Link zone length / quantity750 (10)column links
Link diameter and spacing8⌀ LINK @150 C/Ccolumn links
Link zone length / quantity750 (10)column links
Lap/development lengthLd + 10dbcolumn reinforcement; (LAP)
Link diameter and spacing8⌀ LINK @120 C/Ccolumn links
Link diameter and spacing8⌀ LINK @150 C/Ccolumn links for continuous beam column junction
Link zone length / quantity750 (10)column links
Link diameter and spacing8⌀ LINK @120 C/Ccolumn links
Link diameter and spacing8⌀ LINK @150 C/Ccolumn links

Labels

END BEAM COLUMN JUNCTION(TYP)(LAP)EFFECTIVE LENGTH OF COLUMN (L)

Notes

  • BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION

openai/gpt-5.6-terra-pro · 21874 tokens · 36.0s

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Beam Column Junction Reinforcement

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

Beam Column Junction Reinforcement

done

beam_column_junction_reinforcement_p01_r13

Detail5 objects · 6 measurements · 1 note

This crop is a reinforced-concrete beam-column joint reinforcement detail. It shows a continuous column with longitudinal bars and transverse confinement reinforcement, with beam stirrups at beams framing into the column at upper and lower joint levels.

Objects · 5

ObjectNo.ShapeMaterialNote
Column1rectangularreinforced concreteVertical member shown continuous through the crop.
Column longitudinal reinforcement2straight vertical barsreinforcement steelTwo vertical bar lines are shown in elevation.
Transverse reinforcementrectangular closed tiesreinforcement steelClosely spaced transverse reinforcement is shown along the column, including joint zones.
Beam3rectangularreinforced concreteOne beam frames into the column from the right at the upper joint; beam portions are shown on both sides at the lower joint.
Beam stirrupsvertical stirrupsreinforcement steelShown in the upper right beam and in the lower beams.

Measurements · 6

MeasurementValueApplies to
750 (l₀)Transverse reinforcement zone above upper beam
750 (l₀)Transverse reinforcement zone below upper beam
750 (l₀)Transverse reinforcement zone above lower beam
750 (l₀)Transverse reinforcement zone below lower beam
h₁Vertical dimension between beam levels
SPLICE—Column longitudinal reinforcement

Notes

  • CONFINED JOINT WITH BEAMS FRAMING INTO ALL FOUR SIDES CONFINING REINFORCEMENT

openai/gpt-5.6-terra-pro · 19214 tokens · 34.9s

item · 3693 × 3776

Beam Layout And Stair Framing

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

Beam Layout And Stair Framing

done

beam_layout_and_stair_framing_p01_r24

Plan12 objects · 40 measurements · 11 labels

The crop principally shows a roof beam layout plan with grid lines, beam marks FB1 through FB5, slab-panel marks S1 through S4, columns, and stair framing including a half landing beam. A partial adjacent beam layout is visible at left, together with the heading for typical sectional stair details; the actual stair section detail is not shown in this crop.

Objects · 12

MarkObjectNo.ShapeNote
FB1beamlinearRepeated beam designation throughout the layouts.
FB2beamlinearShown in the roof beam layout.
FB3beamlinearShown in the partial layout at left.
FB4beamlinear, including angled portionsShown adjacent to stair framing and at angled perimeter portions.
FB5beamlinearShown in the layouts.
S1slab panelrectangular or irregular plan panelsRepeated slab designation.
S2slab panelrectangular plan panelShown in upper-right area of roof beam layout and partial layout at left.
S3slab panelirregular plan panelShown near angled framing in partial layout at left.
S4slab panelrectangular plan panelShown adjacent to stair framing.
columnsolid squareSolid square symbols occur at beam and grid intersections.
stair flight1rectangular flight with parallel tread linesLocated between grids 3 and 4 in the roof beam layout.
half landing beam1linearLabelled beside the stair landing.

Measurements · 40

MeasurementValueApplies to
grid spacing4500
grid spacing3625
grid spacing1625
grid offset225
vertical grid spacing3215
vertical dimension5350
offset225
vertical dimension4123
vertical dimension2057
vertical dimension1237
beam spacing1300FB5
beam spacing3770FB5
stair/landing dimension1400
offset225
angled dimension251FB1
angled dimension1727
angled dimension4143
angled dimension2554
grid spacing2235
grid spacing3950
grid spacing1650
grid spacing4500
grid offset225
vertical grid spacing3400
vertical grid spacing1950
vertical grid spacing2650
vertical grid spacing2965
vertical grid spacing4125
stair framing dimension740
stair framing dimension1400
grid spacing3575
grid spacing4290
grid spacing2235
angled dimension2554
angled dimension257
angled dimension4903
top of beam elevation(+) 10.200MBEAM
scale1:100
top of beam elevation(+) 13.800MROOF BEAM LAYOUT
scale1:100ROOF BEAM LAYOUT

Labels

TYPICAL SECTIONAL DETAILS OF STAIRNOT TO SCALESECTION: Z-ZHALF LANDING BEAMROOF BEAM LAYOUTTOP OF BEAM (+) 13.800MSCALE - 1:100BEAM (+) 10.200MSCALE - 1:100GATEN

openai/gpt-5.6-terra-pro · 32444 tokens · 38.4s

item · 5571 × 5292

Beam Layout

page 1 · beam_layout_p01_r26
Original
Beam Layout
{
  "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."
}

Beam Layout

done

beam_layout_p01_r26

Plan17 objects · 45 measurements · 34 labels

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.

Objects · 17

MarkObjectNo.ShapeNote
FB1floor beamrectangular linearShown in the 3RD FLOOR BEAM LAYOUT and ROOF BEAM LAYOUT.
FB2floor beamrectangular linearShown in the 3RD FLOOR BEAM LAYOUT and ROOF BEAM LAYOUT.
FB3floor beamrectangular linearVisible at the upper-right portion of the 3RD FLOOR BEAM LAYOUT.
FB4floor beamrectangular linearLocated around the stair/half-landing opening.
FB5floor beamrectangular linearVisible in the right-hand bays of the 3RD FLOOR BEAM LAYOUT.
S1slab panelrectangular and irregular panelsCircular S1 marks are shown within multiple floor panels.
S2slab panelrectangular panelCircular S2 marks are shown in central floor panels.
S3slab panelrectangular and triangular panelsCircular S3 marks are shown at selected perimeter and diagonal panels.
S4slab panelrectangular panelsCircular S4 marks are shown beside the stair/half-landing area.
C1–C19column19squareColumn layout fragment at lower centre; individual tags C1 through C19 are visible.
TB1tie beamrectangular linearShown in the lower-right partial beam layout.
TB2tie beamrectangular linearShown in the lower-right partial beam layout.
TB3tie beamrectangular linearShown in the lower-right partial beam layout.
stair flightrectangular flight with parallel tread linesStair flights are visible in the 3RD FLOOR, ROOF, and lower-right partial beam layouts.
FB1half landing beamrectangular linearCalled out beside the stair opening.
gate2curved swinging leavesTwo items labelled GATE are visible in the lower-centre partial plan.
P-3foundation/pile symbol3partial circular and square symbolOnly a cropped fragment of these P-3 symbols is visible at the far left.

Measurements · 45

MeasurementValueUnitApplies to
horizontal grid spacing3950Grid A-C
horizontal grid spacing1650Grid C-D
horizontal grid spacing4500Grid D-F
horizontal grid spacing3625Grid F-G
horizontal offset1625Upper 3RD FLOOR BEAM LAYOUT
horizontal offset225Upper 3RD FLOOR BEAM LAYOUT / ROOF BEAM LAYOUT
vertical grid spacing3400Grid 1-2
vertical grid spacing1950Grid 2-3
vertical grid spacing2650Grid 3-4
vertical grid spacing2965Grid 4-6
vertical grid spacing4125Grid 6-9
overall vertical dimension5350Upper plan dimension string
vertical dimension3215Upper-right portion of 3RD FLOOR BEAM LAYOUT
vertical offset225Upper-right portion of 3RD FLOOR BEAM LAYOUT
horizontal offset1400Stair/landing opening
horizontal offset740Stair/landing opening
vertical offset1300FB5 bay
vertical offset1370FB5 bay
vertical dimension4123Right-side grid dimension string
vertical dimension2057Right-side grid dimension string
vertical dimension1237Right-side grid dimension string
diagonal dimension2571Diagonal FB1 beam line
diagonal dimension1727Diagonal FB1 beam line
diagonal dimension4143Diagonal beam/grid line
diagonal dimension2554Diagonal beam/grid line
diagonal dimension4903Diagonal beam/grid line
horizontal grid spacing3575Grid A-B
horizontal grid spacing4290Grid B-E
horizontal grid spacing2235Grid E-F
elevation10.200M3RD FLOOR BEAM LAYOUT top of beam
scale1:1003RD FLOOR BEAM LAYOUT
elevation13.800MROOF BEAM LAYOUT top of beam
scale1:100ROOF BEAM LAYOUT
horizontal dimension1200Lower-centre column layout
horizontal dimension3701Lower-centre column layout
vertical dimension4005Lower-centre column layout
vertical dimension4063Lower-centre column layout
column offset125Columns C1–C19
column offset175Columns C1–C19
horizontal dimension2362Column C15 area
dimension257Column C15 area
vertical grid spacing1600Lower-right partial beam layout
horizontal dimension2275Lower-right partial beam layout
horizontal dimension1300Lower-right partial beam layout
reinforcement spacing18 @ 150Partial text at top-right edge of crop

Labels

3RD FLOOR BEAM LAYOUTTOP OF BEAM (+) 10.200MSCALE - 1:100ROOF BEAM LAYOUTTOP OF BEAM (+) 13.800MSCALE - 1:100DETAILS OF STAIRNOT TO SCALESECTION: Z-ZHALF LANDING BEAMGATENABB'CDEE'FF'GG'I1234567899'

openai/gpt-5.6-terra-pro · 36398 tokens · 52.9s

item · 4310 × 3990

Beam Layout

page 1 · beam_layout_p01_r32
Original
Beam Layout
{
  "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."
}

Beam Layout

done

beam_layout_p01_r32

Plan15 objects · 51 measurements · 2 notes · 11 labels

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.

Objects · 15

MarkObjectNo.ShapeMaterialNote
FB1roof beamrectangularRepeated beam tag shown in SCR, LMR, and lower cropped layouts.
FB2roof beamrectangularShown in lower cropped layout.
FB3roof beamrectangularShown in lower cropped layout.
FB4roof beamrectangularShown in lower cropped layouts.
TB1tie beam1rectangularPartially visible at left edge.
TB2tie beam1rectangularPartially visible at left edge.
S1slabrectangularRepeated slab marks shown.
S2slab1rectangularShown in lower central layout.
S3slab2rectangularShown in lower central layout.
S4slabrectangularRepeated slab marks shown in lower layouts.
landing beam2rectangularMarked LANDING BEAM in the lower layouts.
stair flight2rectangularParallel stair treads are shown in the lower layouts.
3-Ppile cap1tapered trapezoidalOnly the lower portion of the pile-cap plan is visible at upper right.
reinforcementorthogonal gridsteelRed reinforcement grid shown in pile cap.
circular reinforced concrete member1circularShown in Section : A - A with longitudinal bars and circular stiffener.

Measurements · 51

MeasurementValueApplies to
grid spacing6101
grid spacing1237
SCR roof beam layout horizontal dimension3950FB1
SCR roof beam layout horizontal dimension1650FB1
SCR roof beam layout horizontal dimension625FB1
SCR roof beam layout vertical dimension1950FB1
SCR roof beam layout vertical dimension2650FB1
SCR roof beam layout vertical dimension625FB1
SCR roof beam layout horizontal dimension5575FB1
SCR roof beam layout horizontal dimension2025FB1
LMR roof beam layout horizontal dimension1650FB1
LMR roof beam layout vertical dimension1950FB1
pile cap plan width7503-P
pile cap plan overall dimension11693-P
pile cap plan sloping dimension13503-P
nominal steel spacingY12@150 C/C3-P
section diameter450circular reinforced concrete member
longitudinal reinforcement quantity6-Y16circular reinforced concrete member
stiffener reinforcementY16@1500 C/Ccircular reinforced concrete member
tie reinforcement spacingT8@150 C/Ccircular reinforced concrete member
lower layout horizontal dimension3950FB2
lower layout horizontal dimension1650FB2
lower layout horizontal dimension4500FB1
lower layout horizontal dimension3625FB1
lower layout horizontal dimension1625FB3
lower layout horizontal dimension225FB3
lower layout vertical dimension5350FB2
lower layout vertical dimension3400FB2
lower layout vertical dimension1950FB1
lower layout vertical dimension2650FB1
lower layout vertical dimension4123FB2
lower layout vertical dimension29965FB1
lower layout vertical dimension1525FB2
lower layout vertical dimension1440FB2
lower layout horizontal dimension2300FB2
lower layout horizontal dimension1275FB2
lower layout dimension875FB2
lower layout dimension1600FB2
lower layout dimension1800FB2
lower layout dimension1400FB3
lower layout dimension3215FB3
lower layout dimension3578FB1
lower layout dimension4443FB1
lower layout dimension625FB2
lower layout dimension740landing beam
SCR top-of-beam elevation(+) 16.650MSCR ROOF BEAM LAYOUT
LMR top-of-beam elevation(+) 18.800MLMR ROOF BEAM LAYOUT
SCR layout scale1:100SCR ROOF BEAM LAYOUT
LMR layout scale1:100LMR ROOF BEAM LAYOUT
pile cap plan scale1:253-P
section scale1 : 25SECTION : A - A

Labels

SCR ROOF BEAM LAYOUTTOP OF BEAM (+) 16.650MSCALE - 1:100LMR ROOF BEAM LAYOUTTOP OF BEAM (+) 18.800MSCALE - 1:100PLAN OF PILE CAP MARKED.: 3-PSCALE - 1:25SECTION : A - ASCALE = 1 : 25N

Notes

  • NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.
  • (UP STANDING)

openai/gpt-5.6-terra-pro · 31678 tokens · 36.5s

item · 4910 × 2567

Beam

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

Beam

done

beam_p01_r04

Detail9 objects · 30 measurements · 1 note · 13 labels

The upper portion of the crop shows a typical longitudinal reinforcement detail for a reinforced-concrete beam, including cantilever, span zones, reinforcement termination marks, and development-length notation. The lower portion contains partial brick-wall and pile/pile-cap reinforcement or level details; these details are cropped and do not show the complete works.

Objects · 9

MarkObjectNo.ShapeMaterialNote
beam1rectangular longitudinal memberreinforced concreteTypical longitudinal reinforcement detail; beam continues across the crop.
(F), (T), (E), (DL)beam longitudinal reinforcementstraight and bent barsreinforcing steelBars and bent/anchored ends are shown in red within the beam detail.
beam transverse reinforcementrectangular stirrupsreinforcing steelRepeated vertical stirrups are shown along the beam.
brick wall2rectangular masonry wallbrickTwo partial brick walls are visible in the lower-left detail.
vertical reinforced concrete member2rectangularreinforced concretePartial reinforced members are shown below the brick walls.
pile cap1rectangularOnly the upper portion is visible in the lower-right detail.
pile1vertical rectangular memberPartial pile and its reinforcing bars are visible in the lower-right detail.
Y16reinforcement barstraightreinforcing steelCallouts show 1-Y16, 2-Y16(ALTh.), and 4-Y16(ALTh.).
Y8@150 C/Creinforcement barstraightreinforcing steelShown in partial reinforcement section details at the left edge.

Measurements · 30

MeasurementValueUnitApplies to
beam end length0.1L2beam
beam end length0.15L2beam
lengthCL1beam
minimum length criterion(CL1 + 300mm) OR 0.25 L1beam
maximum spacing50 (MAX)beam reinforcement
beam length0.25L1beam
beam length0.15L1beam
beam length0.25L2beam
beam length0.15L2beam
beam end length0.1L2beam
development lengthL_d + 10 d_bbeam reinforcement
span designationST1beam
span designationST2beam
beam length designationL1beam
beam length designationL2beam
reinforcement quantity and size2-Y16(ALTh.)reinforcement bar Y16
reinforcement spacingY8@150 C/Creinforcement bar Y8
partial dimension250
reinforcement quantity and size4-Y16(ALTh.)reinforcement bar Y16
vertical dimension600brick wall detail
vertical dimension1450vertical reinforced concrete member
vertical dimension1600brick wall detail
elevation(±) 0.000ME.G.L.
vertical dimension600pile cap detail
elevation(-) 0.600Mtop of pile cap
vertical dimension1000pile cap / pile detail
elevation(-) 1.500Mtop of pile
vertical dimension800pile detail
vertical dimension1500pile detail
reinforcement quantity and size1-Y16pile reinforcement

Labels

CANTILEVERTYPICAL REINFORCEMENT DETAILS OF BEAMSCALE - N.T.S.BRICK WALLP.L.G.L.E.G.L.EL (±) 0.000 MTOP OF PILE CAPEL (-) 0.600 MTOP OF PILEEL (-) 1.500 MCUT OFF LVL.

Notes

  • (CL1 + 300mm) OR 0.25 L1 (WHICH EVER IS HIGHER)

openai/gpt-5.6-terra-pro · 24404 tokens · 43.3s

item · 2905 × 1716

Building Material Specification Notes

page 1 · building_material_specification_notes_p01_r43
Original
Building Material Specification Notes
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1:100, 1:25",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "SHEET SIZE",
      "value": "A0",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Sheet size",
      "value": "1189mm x 841mm",
      "unit": "mm",
      "appliesTo": "A0 sheet"
    }
  ],
  "notes": [],
  "labels": [
    "M K Paul & Associates",
    "M K PAUL & ASSOCIATES",
    "1st Floor, Mayur Kunja, 186, Ramkrishna Garh, Italgacha, Kolkata-700079",
    "Ph. No. - 9007308136,",
    "E-mail ID. - paul.mk@mkpa.in",
    "ARCHITECT:",
    "UTTAM KUMAR PAUL",
    "CA/89/12600",
    "SHEET NO.: 01",
    "DRG. NO.- MKPA/TECHNO/BUILDING/2025/JOB - 020",
    "N",
    "P",
    "14",
    "15",
    "16"
  ],
  "description": "This crop shows the drawing title block for M K Paul & Associates. It records the architect, sheet size and number, drawing number, scales, contact information, and a north-direction symbol; no constructional work items are shown."
}

Building Material Specification Notes

done

building_material_specification_notes_p01_r43

Title Block3 measurements · 15 labels

This crop shows the drawing title block for M K Paul & Associates. It records the architect, sheet size and number, drawing number, scales, contact information, and a north-direction symbol; no constructional work items are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 3

MeasurementValueUnitApplies to
SCALE1:100, 1:25
SHEET SIZEA0
Sheet size1189mm x 841mmmmA0 sheet

Labels

M K Paul & AssociatesM K PAUL & ASSOCIATES1st Floor, Mayur Kunja, 186, Ramkrishna Garh, Italgacha, Kolkata-700079Ph. No. - 9007308136,E-mail ID. - paul.mk@mkpa.inARCHITECT:UTTAM KUMAR PAULCA/89/12600SHEET NO.: 01DRG. NO.- MKPA/TECHNO/BUILDING/2025/JOB - 020NP141516

openai/gpt-5.6-terra-pro · 16357 tokens · 15.8s

item · 2785 × 2286

Certificate Of Architect And Engineers

page 1 · certificate_of_architect_and_engineers_p01_r21
Original
Certificate Of Architect And Engineers
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "CERTIFIED THAT I HAVE GONE THROUGH THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007, AND ALSO UNDERTAKE TO ABIDE BY THOSE RULES DURING AND AFTER THE CONSTRUCTION OF THE BUILDING."
  ],
  "labels": [
    "SIGNATURE OF STRUCTURAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "STRUCTURAL ENGINEER [ ESE / I /144 . K. M. C. ].",
    "SIGNATURE OF GEOTECHNICAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "GEOTECHNICAL ENGINEER [ GT / I /3 . K. M. C. ].",
    "CERTIFICATE OF OWNER",
    "F",
    "G",
    "H"
  ],
  "description": "This crop is a certificate/signature portion of a building drawing sheet, with areas for the structural engineer and geotechnical engineer signatures. It also contains the owner’s certificate regarding compliance with the West Bengal Municipal (Building) Rules, 2007; no constructional items or take-off quantities are shown."
}

Certificate Of Architect And Engineers

done

certificate_of_architect_and_engineers_p01_r21

Notes1 note · 10 labels

This crop is a certificate/signature portion of a building drawing sheet, with areas for the structural engineer and geotechnical engineer signatures. It also contains the owner’s certificate regarding compliance with the West Bengal Municipal (Building) Rules, 2007; no constructional items or take-off quantities are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

SIGNATURE OF STRUCTURAL ENGINEERMR. RUPAK KUMAR BANERJEE,STRUCTURAL ENGINEER [ ESE / I /144 . K. M. C. ].SIGNATURE OF GEOTECHNICAL ENGINEERMR. RUPAK KUMAR BANERJEE,GEOTECHNICAL ENGINEER [ GT / I /3 . K. M. C. ].CERTIFICATE OF OWNERFGH

Notes

  • CERTIFIED THAT I HAVE GONE THROUGH THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007, AND ALSO UNDERTAKE TO ABIDE BY THOSE RULES DURING AND AFTER THE CONSTRUCTION OF THE BUILDING.

openai/gpt-5.6-terra-pro · 19112 tokens · 12.0s

item · 3247 × 4024

Column And Beam Layout

page 1 · column_and_beam_layout_p01_r36
Original
Column And Beam Layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "Columns",
      "tag": "C1–C21",
      "shape": "rectangular",
      "material": "",
      "count": 21,
      "note": "Dark filled rectangular column symbols; individual tags C1 through C21 are visible."
    },
    {
      "name": "Gate",
      "tag": "",
      "shape": "curved swing outline with rectangular posts",
      "material": "",
      "count": 1,
      "note": "Labeled GATE; only the plan representation is visible."
    },
    {
      "name": "Tagged partial symbols",
      "tag": "P-3",
      "shape": "partial trapezoidal/triangular outlined symbols with circular features",
      "material": "",
      "count": 3,
      "note": "Three partial P-3 symbols are visible along the left edge; their object type is not identified in this crop."
    }
  ],
  "measurements": [
    {
      "label": "Top of beam level",
      "value": "(+) 10.200",
      "unit": "M",
      "appliesTo": "3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "Scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "Scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "COLUMN LAYOUT"
    },
    {
      "label": "Horizontal grid dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A to C"
    },
    {
      "label": "Horizontal grid dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C to D"
    },
    {
      "label": "Horizontal grid dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D to F"
    },
    {
      "label": "Horizontal grid dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to G"
    },
    {
      "label": "Bottom horizontal grid dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": "Grid A to B"
    },
    {
      "label": "Bottom horizontal grid dimension",
      "value": "4290",
      "unit": "",
      "appliesTo": "Grid B to E"
    },
    {
      "label": "Bottom horizontal grid dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": "Grid E to F"
    },
    {
      "label": "Bottom horizontal grid dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to G"
    },
    {
      "label": "Vertical dimension",
      "value": "4005",
      "unit": "",
      "appliesTo": "Grid A area"
    },
    {
      "label": "Vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid 1 to 2"
    },
    {
      "label": "Vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2 to 3"
    },
    {
      "label": "Vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3 to 4"
    },
    {
      "label": "Vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4 to 5"
    },
    {
      "label": "Vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "Grid 5 to 9"
    },
    {
      "label": "Vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "Left-side dimension line"
    },
    {
      "label": "Vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "Left-side dimension line"
    },
    {
      "label": "Vertical dimension",
      "value": "2037",
      "unit": "",
      "appliesTo": "Left-side dimension line"
    },
    {
      "label": "Vertical dimension",
      "value": "2377",
      "unit": "",
      "appliesTo": "Left-side dimension line"
    },
    {
      "label": "Horizontal offset",
      "value": "1200",
      "unit": "",
      "appliesTo": "Grid 1 / C1 area"
    },
    {
      "label": "Horizontal offset",
      "value": "1200",
      "unit": "",
      "appliesTo": "Grid 9 / C20 area"
    },
    {
      "label": "Horizontal dimension",
      "value": "3701",
      "unit": "",
      "appliesTo": "C4 area"
    },
    {
      "label": "Vertical dimension",
      "value": "27063",
      "unit": "",
      "appliesTo": "Grid G area; printed value is read without a visible decimal point"
    },
    {
      "label": "Horizontal dimension",
      "value": "2362",
      "unit": "",
      "appliesTo": "C15 area"
    },
    {
      "label": "Vertical dimension",
      "value": "2577",
      "unit": "",
      "appliesTo": "Grid G / C15 area"
    },
    {
      "label": "Diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "Sloping grid/line at lower left and lower right"
    },
    {
      "label": "Diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Sloping line near grid E′"
    },
    {
      "label": "Diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Sloping line near grid B′ to E′"
    },
    {
      "label": "Diagonal dimension",
      "value": "629",
      "unit": "",
      "appliesTo": "Short sloping dimension near grid 9′"
    },
    {
      "label": "Column size dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "Column symbols where shown, including C1–C21"
    },
    {
      "label": "Column size dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "Column symbols where shown, including C2, C4, C7–C11, C13, C17–C19"
    },
    {
      "label": "Column size dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "C20 and C21 area"
    }
  ],
  "notes": [],
  "labels": [
    "3RD FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 10.200M",
    "SCALE - 1:100",
    "COLUMN LAYOUT",
    "GATE",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "G′",
    "B′",
    "E′",
    "F′",
    "9′",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9"
  ],
  "description": "This crop is predominantly a column layout plan, showing a gridded third-floor arrangement of 21 tagged rectangular columns, C1 through C21. It also contains the title and level information for a 3RD FLOOR BEAM LAYOUT, but no beam members are distinctly drawn within the visible portion. Partial P-3 symbols and a gate representation occur along the left-hand edge of the crop."
}

Column And Beam Layout

done

column_and_beam_layout_p01_r36

Plan3 objects · 34 measurements · 27 labels

This crop is predominantly a column layout plan, showing a gridded third-floor arrangement of 21 tagged rectangular columns, C1 through C21. It also contains the title and level information for a 3RD FLOOR BEAM LAYOUT, but no beam members are distinctly drawn within the visible portion. Partial P-3 symbols and a gate representation occur along the left-hand edge of the crop.

Objects · 3

MarkObjectNo.ShapeNote
C1–C21Columns21rectangularDark filled rectangular column symbols; individual tags C1 through C21 are visible.
Gate1curved swing outline with rectangular postsLabeled GATE; only the plan representation is visible.
P-3Tagged partial symbols3partial trapezoidal/triangular outlined symbols with circular featuresThree partial P-3 symbols are visible along the left edge; their object type is not identified in this crop.

Measurements · 34

MeasurementValueUnitApplies to
Top of beam level(+) 10.200M3RD FLOOR BEAM LAYOUT
Scale1:1003RD FLOOR BEAM LAYOUT
Scale1:100COLUMN LAYOUT
Horizontal grid dimension3950Grid A to C
Horizontal grid dimension1650Grid C to D
Horizontal grid dimension4500Grid D to F
Horizontal grid dimension3625Grid F to G
Bottom horizontal grid dimension3575Grid A to B
Bottom horizontal grid dimension4290Grid B to E
Bottom horizontal grid dimension2235Grid E to F
Bottom horizontal grid dimension3625Grid F to G
Vertical dimension4005Grid A area
Vertical dimension3400Grid 1 to 2
Vertical dimension1950Grid 2 to 3
Vertical dimension2650Grid 3 to 4
Vertical dimension2965Grid 4 to 5
Vertical dimension4125Grid 5 to 9
Vertical dimension5350Left-side dimension line
Vertical dimension4123Left-side dimension line
Vertical dimension2037Left-side dimension line
Vertical dimension2377Left-side dimension line
Horizontal offset1200Grid 1 / C1 area
Horizontal offset1200Grid 9 / C20 area
Horizontal dimension3701C4 area
Vertical dimension27063Grid G area; printed value is read without a visible decimal point
Horizontal dimension2362C15 area
Vertical dimension2577Grid G / C15 area
Diagonal dimension4143Sloping grid/line at lower left and lower right
Diagonal dimension2554Sloping line near grid E′
Diagonal dimension4903Sloping line near grid B′ to E′
Diagonal dimension629Short sloping dimension near grid 9′
Column size dimension125Column symbols where shown, including C1–C21
Column size dimension175Column symbols where shown, including C2, C4, C7–C11, C13, C17–C19
Column size dimension1500C20 and C21 area

Labels

3RD FLOOR BEAM LAYOUTTOP OF BEAM (+) 10.200MSCALE - 1:100COLUMN LAYOUTGATENABCDEFGG′B′E′F′9′123456789

openai/gpt-5.6-terra-pro · 28369 tokens · 39.4s

item · 4318 × 4643

Column

page 1 · column_p01_r06
Original
Column
{
  "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."
}

Column

done

column_p01_r06

Schedule13 objects · 74 measurements · 6 notes · 22 labels

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.

Objects · 13

MarkObjectNo.ShapeNote
C1, C4, C8, C9, C13, C20Column6rectangularColumn schedule row A; B x D shown as 300 x 500.
C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21Column12rectangularColumn schedule row B; B x D shown as 300 x 500.
C10, C14, C17Column3rectangularColumn schedule row C; B x D shown as 300 x 500.
C5, C6Column2squareColumn schedule row D; B x D shown as 250 x 250.
TB1Tie beamrectangularListed in schedule of tie beams.
TB2Tie beamrectangularListed in schedule of tie beams.
TB3Tie beamrectangularListed in schedule of tie beams.
FB1Floor beamrectangularListed in partial schedule of floor beams.
FB2Floor beamrectangularListed in partial schedule of floor beams.
FB3Floor beamrectangularOnly the upper portion of this schedule row is visible.
Stirrupclosed rectangular loop with tieShown in stirrup detail and column schedule.
Beam-column junctionorthogonal beam-to-column connectionTypical ductile detail shown.
BeamrectangularShown framing into the column in the ductile junction detail.

Measurements · 74

MeasurementValueUnitApplies to
Column size B x D300 X 500C1, C4, C8, C9, C13, C20
Column reinforcement from foundation to 1st floor4-Y20 +4-Y16C1, C4, C8, C9, C13, C20
Column reinforcement from 2nd floor to above roof4-Y20 +4-Y16C1, C4, C8, C9, C13, C20
Column section dimension500C1, C4, C8, C9, C13, C20
Column section dimension300C1, C4, C8, C9, C13, C20
Stirrup arrangement near junction2-TIES Y8 @100 C/CC1, C4, C8, C9, C13, C20
Stirrup arrangement rest portion2-TIES Y8 @200 C/CC1, C4, C8, C9, C13, C20
Column size B x D300 X 500C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Column reinforcement from foundation to 1st floor8-Y20C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Column reinforcement from 2nd floor to above roof8-Y20C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Column section dimension500C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Column section dimension300C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Stirrup arrangement near junction2-TIES Y8 @100 C/CC2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Stirrup arrangement rest portion2-TIES Y8 @200 C/CC2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Column size B x D300 X 500C10, C14, C17
Column reinforcement from foundation to 1st floor10-Y20C10, C14, C17
Column reinforcement from 2nd floor to above roof10-Y20C10, C14, C17
Column section dimension500C10, C14, C17
Column section dimension300C10, C14, C17
Stirrup arrangement near junction1-LINK 2-TIES Y8 @100 C/CC10, C14, C17
Stirrup arrangement rest portion1-LINK 2-TIES Y8 @200 C/CC10, C14, C17
Column size B x D250 X 250C5, C6
Column reinforcement from foundation to 1st floor4-Y16C5, C6
Column reinforcement from 2nd floor to above roof4-Y16C5, C6
Column section dimension250C5, C6
Stirrup arrangement near junction1-TIE Y8 @100 C/CC5, C6
Stirrup arrangement rest portion1-TIE Y8 @200 C/CC5, C6
Stirrup hook length10d(≥75mm)Stirrup detail
Anchorage lengthLd +10dbAnchorage of beam in an external joint
Tie beam width B250MMTB1
Tie beam depth D400MMTB1
Support top reinforcement2-Y16TB1
Support bottom reinforcement2-Y16TB1
Span top reinforcement2-Y16TB1
Span bottom reinforcement2-Y16TB1
Stirrup2L-Y8 @ 150 C/CTB1
Tie beam width B250MMTB2
Tie beam depth D400MMTB2
Support top reinforcement2-Y16 +2-Y16TB2
Support bottom reinforcement2-Y16TB2
Span top reinforcement2-Y16TB2
Span bottom reinforcement2-Y16 +2-Y16TB2
Stirrup2L-Y8 @ 150 C/CTB2
Tie beam width B250MMTB3
Tie beam depth D400MMTB3
Support top reinforcement2-Y16TB3
Support bottom reinforcement2-Y16TB3
Span top reinforcement2-Y16TB3
Span bottom reinforcement2-Y16 +1-Y16TB3
Stirrup2L-Y8 @ 150 C/CTB3
Floor beam width B250MMFB1
Floor beam depth D450MMFB1
Support top reinforcement2-Y16FB1
Support bottom reinforcement2-Y16FB1
Span top reinforcement2-Y16FB1
Span bottom reinforcement2-Y16FB1
Stirrup2L-Y8 @ 150 C/CFB1
Floor beam width B250MMFB2
Floor beam depth D450MMFB2
Support top reinforcement2-Y16 +2-Y16FB2
Support bottom reinforcement2-Y16FB2
Span top reinforcement2-Y16FB2
Span bottom reinforcement2-Y16 +2-Y16FB2
Stirrup2L-Y8 @ 150 C/CFB2
Floor beam width B250MMFB3
Floor beam depth D450MMFB3
Support top reinforcement2-Y16FB3
Support bottom reinforcement2-Y16FB3
Span top reinforcement2-Y16FB3
Column link spacing8Φ LINK @150 C/CTypical ductile detail of beam column junction
Column link spacing8Φ LINK @120 C/CEnd beam column junction
Column link spacing8Φ LINK @120 C/CTypical ductile detail of beam column junction
Column link spacing8Φ LINK @150 C/CContinuous beam column junction
Junction length750 (10)Typical ductile detail of beam column junction

Labels

SCHEDULE OF COLUMNS (SCALE – 1:25)COLUMN MARKEDCOLUMN NOS.COLUMN SIZEFOUNDATION TO 1ST FLOOR2ND FLOOR TO ABOVE ROOFSTIRRUP ARRANGEMENT & SPACINGNEAR JUNCTIONREST PORTIONSTIRRUP DETAILANCHORAGE OF BEAM R… IN AN EXTERNAL JOINTSCHEDULE OF TIE BEAMSBEAM MKD.SIZE (MM)REINFORCEMENTSUPPORTSPANTOPBOTTOMSTIRRUPSCHEDULE OF FLOOR BEAMSTYPICAL 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

openai/gpt-5.6-terra-pro · 41487 tokens · 57.1s

item · 4488 × 1415

Deck

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

Deck

done

deck_p01_r03

Section7 objects · 13 measurements · 4 notes · 3 labels

This crop shows a typical long section of a slab across spans marked L1 and L2, with three unlabelled rectangular beam/support projections beneath the slab. It documents the longitudinal arrangement and curtailed extensions of distribution, top alternate, top, and bottom reinforcement bars. A separate adjacent detail is only partially visible at the left edge.

Objects · 7

ObjectNo.ShapeNote
slab1continuous rectangular slab sectionShown in a typical long section spanning over three rectangular beam/support projections.
beam/support projection3rectangularUnlabelled vertical rectangular members shown below the slab.
distribution reinforcement barstraight longitudinal bar
top alternate reinforcement barcranked longitudinal bar
top reinforcement barstraight longitudinal bar
bottom reinforcement barstraight longitudinal bar
rectangular memberrectangularOnly a partial adjacent detail is visible at the left edge of the crop.

Measurements · 13

MeasurementValueApplies to
span lengthL1slab
bar extension length0.3L1slab reinforcement
bar extension length0.15L1slab reinforcement
bar extension length0.25L1slab reinforcement
bar extension length0.3L1slab reinforcement
bar extension length0.15L1slab reinforcement
bar extension length0.25L1slab reinforcement
span lengthL2slab
bar extension length0.3L2slab reinforcement
bar extension length0.15L2slab reinforcement
bar extension length0.25L2slab reinforcement
bar extension length0.1L2slab reinforcement
bar extension length0.15L2slab reinforcement

Labels

TYPICAL LONG SECTION OF SLABSCALE - N.T.S.BEAM BAR JOINT(IN ROOF)

Notes

  • DISTRIBUTION BAR
  • TOP ALTERNATE BAR
  • TOP BAR
  • BOT. BAR

openai/gpt-5.6-terra-pro · 20230 tokens · 39.0s

item · 3773 × 1179

Deck

page 1 · deck_p01_r31
Original
Deck
{
  "view": "Schedule",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Pile schedule shows one circular pile type; reinforcement is 6 - Y16."
    },
    {
      "name": "pile cap",
      "tag": "3P",
      "shape": "unknown",
      "material": "reinforced concrete",
      "count": null,
      "note": "Partial schedule row visible; schedule heading is outside crop."
    },
    {
      "name": "pile cap",
      "tag": "4P",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled plan size shown as 2100 X 2100."
    },
    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled plan size shown as 3450 X 2100."
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled plan size shown as 3450 X 3088."
    },
    {
      "name": "filled rectangular foundation symbol",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three symbols are visible in the partial plan at right; adjacent text reads FB1."
    }
  ],
  "measurements": [
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "bottom reinforcement",
      "value": "Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "bottom reinforcement",
      "value": "Y12 @ 150 C/C",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "pile cap plan size",
      "value": "2100 X 2100",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "top reinforcement",
      "value": "Y12 @ 125 C/C",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "bottom reinforcement",
      "value": "Y16 @ 125 C/C",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "pile cap plan size",
      "value": "3450 X 2100",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "top reinforcement",
      "value": "Y16 @ 150 C/C",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "bottom reinforcement",
      "value": "Y20 @ 150 C/C",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "pile cap plan size",
      "value": "3450 X 3088",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "top reinforcement",
      "value": "Y20 @ 150 C/C",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "bottom reinforcement",
      "value": "Y20 @ 150 C/C",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "side face reinforcement",
      "value": "Y12 @ 150 C/C",
      "unit": "",
      "appliesTo": "pile caps"
    },
    {
      "label": "minimum cement content",
      "value": "400",
      "unit": "kg/M³",
      "appliesTo": "pile concrete"
    },
    {
      "label": "pile diameter",
      "value": "450 Ø",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "termination level",
      "value": "-18.000",
      "unit": "M.",
      "appliesTo": "pile"
    },
    {
      "label": "pile reinforcement",
      "value": "6 - Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile capacity",
      "value": "32.50",
      "unit": "M.T.",
      "appliesTo": "pile"
    },
    {
      "label": "dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS",
    "GRADE OF CONCRETE - M25",
    "MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400kg/M³"
  ],
  "labels": [
    "PILE SCHEDULE",
    "TYPE",
    "DIA OF PILE",
    "TERMINATION LEVEL",
    "REINFORCEMENT",
    "CAPACITY",
    "FB1",
    "S1",
    "S3",
    "6",
    "9",
    "9'",
    "A",
    "J"
  ],
  "description": "This crop primarily shows a pile schedule, together with the lower portion of a separate, partially cropped pile-cap reinforcement schedule. At right, a fragmentary plan shows three filled rectangular foundation symbols, dashed alignment lines, FB1 labels, S1 and S3 callouts, and dimensions."
}

Deck

done

deck_p01_r31

Schedule6 objects · 24 measurements · 3 notes · 14 labels

This crop primarily shows a pile schedule, together with the lower portion of a separate, partially cropped pile-cap reinforcement schedule. At right, a fragmentary plan shows three filled rectangular foundation symbols, dashed alignment lines, FB1 labels, S1 and S3 callouts, and dimensions.

Objects · 6

MarkObjectNo.ShapeMaterialNote
pilecircularconcrete, grade M25Pile schedule shows one circular pile type; reinforcement is 6 - Y16.
3Ppile capunknownreinforced concretePartial schedule row visible; schedule heading is outside crop.
4Ppile caprectangularreinforced concreteScheduled plan size shown as 2100 X 2100.
6Ppile caprectangularreinforced concreteScheduled plan size shown as 3450 X 2100.
8Ppile caprectangularreinforced concreteScheduled plan size shown as 3450 X 3088.
filled rectangular foundation symbol3rectangularThree symbols are visible in the partial plan at right; adjacent text reads FB1.

Measurements · 24

MeasurementValueUnitApplies to
pile cap depth10003P
bottom reinforcementY10 @ 130 C/C3P
bottom reinforcementY12 @ 150 C/C3P
pile cap plan size2100 X 21004P
pile cap depth10004P
top reinforcementY12 @ 125 C/C4P
bottom reinforcementY16 @ 125 C/C4P
pile cap plan size3450 X 21006P
pile cap depth10006P
top reinforcementY16 @ 150 C/C6P
bottom reinforcementY20 @ 150 C/C6P
pile cap plan size3450 X 30888P
pile cap depth10008P
top reinforcementY20 @ 150 C/C8P
bottom reinforcementY20 @ 150 C/C8P
side face reinforcementY12 @ 150 C/Cpile caps
minimum cement content400kg/M³pile concrete
pile diameter450 Øpile
termination level-18.000M.pile
pile reinforcement6 - Y16pile
pile capacity32.50M.T.pile
dimension2965
dimension4125
dimension3575

Labels

PILE SCHEDULETYPEDIA OF PILETERMINATION LEVELREINFORCEMENTCAPACITYFB1S1S3699'AJ

Notes

  • SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS
  • GRADE OF CONCRETE - M25
  • MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400kg/M³

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Floor Beam Fb1 Reinforcement Detail

page 1 · floor_beam_fb1_reinforcement_detail_p01_r11
Original
Floor Beam Fb1 Reinforcement Detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "Floor beam section",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two complete sections are shown at SUPPORT and SPAN; two additional lower sections are cut off by the crop."
    },
    {
      "name": "Longitudinal reinforcement bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 14,
      "note": "Visible bar symbols include Y16 alternating bars and additional Y16 EX.TOP bars in the lower-left partial section."
    },
    {
      "name": "Closed link reinforcement",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Links are called out as Y8@150 C/C."
    }
  ],
  "measurements": [
    {
      "label": "Section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Link reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Bottom longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SUPPORT"
    },
    {
      "label": "Section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Link reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Bottom longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SPAN"
    },
    {
      "label": "Top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 lower-left partial section"
    },
    {
      "label": "Additional top longitudinal reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "FB1 lower-left partial section"
    },
    {
      "label": "Link reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 lower-left partial section"
    },
    {
      "label": "Top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 lower-right partial section"
    },
    {
      "label": "Link reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 lower-right partial section"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB1"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB1",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows reinforcement cross-section details for rectangular floor beam FB1 at a support and at a span. The support and span sections are dimensioned 250 wide by 450 deep and show Y16 longitudinal bars with Y8 links at 150 C/C; two further reinforcement sections are only partially visible at the bottom of the crop."
}

Floor Beam Fb1 Reinforcement Detail

done

floor_beam_fb1_reinforcement_detail_p01_r11

Detail3 objects · 16 measurements · 4 labels

This crop shows reinforcement cross-section details for rectangular floor beam FB1 at a support and at a span. The support and span sections are dimensioned 250 wide by 450 deep and show Y16 longitudinal bars with Y8 links at 150 C/C; two further reinforcement sections are only partially visible at the bottom of the crop.

Objects · 3

MarkObjectNo.ShapeNote
FB1Floor beam section4rectangularTwo complete sections are shown at SUPPORT and SPAN; two additional lower sections are cut off by the crop.
Longitudinal reinforcement bar14circularVisible bar symbols include Y16 alternating bars and additional Y16 EX.TOP bars in the lower-left partial section.
Closed link reinforcement4rectangularLinks are called out as Y8@150 C/C.

Measurements · 16

MeasurementValueApplies to
Section depth450FB1 SUPPORT
Section width250FB1 SUPPORT
Top longitudinal reinforcement2-Y16(ALTh.)FB1 SUPPORT
Link reinforcement spacingY8@150 C/CFB1 SUPPORT
Bottom longitudinal reinforcement2-Y16(ALTh.)FB1 SUPPORT
Section depth450FB1 SPAN
Section width250FB1 SPAN
Top longitudinal reinforcement2-Y16(ALTh.)FB1 SPAN
Link reinforcement spacingY8@150 C/CFB1 SPAN
Bottom longitudinal reinforcement2-Y16(ALTh.)FB1 SPAN
Top longitudinal reinforcement2-Y16(ALTh.)FB1 lower-left partial section
Additional top longitudinal reinforcement+2-Y16(EX.TOP)FB1 lower-left partial section
Link reinforcement spacingY8@150 C/CFB1 lower-left partial section
Top longitudinal reinforcement2-Y16(ALTh.)FB1 lower-right partial section
Link reinforcement spacingY8@150 C/CFB1 lower-right partial section
Scale1 : 25DETAIL OF FB1

Labels

SUPPORTSPANDETAIL OF FB1SCALE = 1 : 25

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Floor Beam Fb3 Reinforcement Detail

page 1 · floor_beam_fb3_reinforcement_detail_p01_r18
Original
Floor Beam Fb3 Reinforcement Detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "Floor beam",
      "tag": "FB3",
      "shape": "stepped profile, partial",
      "material": "",
      "count": 1,
      "note": "Only a portion of the beam/detail profile is visible in this crop."
    },
    {
      "name": "Reinforcement bars",
      "tag": "",
      "shape": "diagonal parallel lines with circular bar marks",
      "material": "",
      "count": null,
      "note": "Reinforcement is shown along the sloping portion of the partial beam detail; individual bars cannot be reliably counted from the crop."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "spacing, partial text",
      "value": "0",
      "unit": "C/C",
      "appliesTo": "Reinforcement bars"
    },
    {
      "label": "spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Reinforcement bars"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB3",
    "SCALE = 1 : 25",
    "ATE LEVEL (partial)"
  ],
  "description": "This crop shows a partial structural reinforcement detail titled DETAIL OF FB3, with support and span regions identified. A stepped partial floor-beam profile and diagonal reinforcement arrangement are visible, including a 150 C/C spacing callout."
}

Floor Beam Fb3 Reinforcement Detail

done

floor_beam_fb3_reinforcement_detail_p01_r18

Detail2 objects · 5 measurements · 5 labels

This crop shows a partial structural reinforcement detail titled DETAIL OF FB3, with support and span regions identified. A stepped partial floor-beam profile and diagonal reinforcement arrangement are visible, including a 150 C/C spacing callout.

Objects · 2

MarkObjectNo.ShapeNote
FB3Floor beam1stepped profile, partialOnly a portion of the beam/detail profile is visible in this crop.
Reinforcement barsdiagonal parallel lines with circular bar marksReinforcement is shown along the sloping portion of the partial beam detail; individual bars cannot be reliably counted from the crop.

Measurements · 5

MeasurementValueUnitApplies to
dimension250
dimension250
scale1 : 25FB3
spacing, partial text0C/CReinforcement bars
spacing150C/CReinforcement bars

Labels

SUPPORTSPANDETAIL OF FB3SCALE = 1 : 25ATE LEVEL (partial)

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Floor Beam

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

Floor Beam

done

floor_beam_p01_r25

Plan13 objects · 51 measurements · 2 notes · 20 labels

This crop contains a partial structural floor plan at right, showing slab panels, floor beams and a landing beam between grid lines. At left it contains the Schedule of Slab and a partial Pile Cap Schedule, including slab thicknesses and reinforcement requirements and pile-cap sizes, depths and reinforcement.

Objects · 13

MarkObjectNo.ShapeMaterialNote
S1slab panel6rectangularShown in slab schedule and as circled S1 panels in the partial plan.
S2slab panelListed in slab schedule only.
S3slab panelListed in slab schedule only.
S4slab panel1rectangularShown in slab schedule and within the landing area.
2Ppile caprectangularconcreteListed in pile cap schedule.
3Ppile capconcreteSize noted AS/DRG.
4Ppile caprectangularconcreteListed in pile cap schedule.
6Ppile caprectangularconcreteListed in pile cap schedule.
8Ppile caprectangularconcreteListed in pile cap schedule.
FB1floor beamrectangularMultiple FB1 members are shown in the partial plan.
FB2floor beamrectangularMultiple FB2 members are shown in the partial plan.
FB4floor beamrectangularMultiple FB4 members are shown in the partial plan.
landing beam1rectangularLabelled LANDING BEAM adjacent to the stair/landing area.

Measurements · 51

MeasurementValueUnitApplies to
S1 thickness125MMS1
S1 at support, top reinforcementY8 @ 125 C/CS1
S1 at support, bottom reinforcementY8 @ 125 C/CS1
S1 at span, bottom reinforcementY8 @ 125 C/CS1
S2 thickness150MMS2
S2 at support, top reinforcementY10 @ 125 C/CS2
S2 at support, bottom reinforcementY10 @ 125 C/CS2
S2 at span, bottom reinforcementY10 @ 125 C/CS2
S3 thickness125MMS3
S3 at support, top reinforcementY8 @ 150 C/CS3
S3 at support, bottom reinforcementY8 @ 150 C/CS3
S3 at span, bottom reinforcementY8 @ 150 C/CS3
S4 thickness125MMS4
S4 at support, top reinforcementY8 @ 150 C/CS4
S4 at support, bottom reinforcementY8 @ 150 C/CS4
S4 at span, bottom reinforcementY8 @ 150 C/CS4
distribution reinforcementY8 @ 200 C/Cslab panels
2P size2100 X 7502P
2P depth10002P
2P shorter-direction reinforcement4L-Y10 @ 150 C/C2P
2P longer-direction reinforcementY12 @ 150 C/C (TOP)2P
2P longer-direction reinforcementY12 @ 150 C/C (BOT.)2P
3P depth10003P
3P shorter-direction reinforcementY10 @ 130 C/C (TOP)3P
3P shorter-direction reinforcementY10 @ 130 C/C (BOT.)3P
3P longer-direction reinforcementY12 @ 150 C/C (TOP)3P
3P longer-direction reinforcementY12 @ 150 C/C (BOT.)3P
4P size2100 X 21004P
4P depth10004P
4P shorter-direction reinforcementY12 @ 125 C/C (TOP)4P
4P shorter-direction reinforcementY16 @ 125 C/C (BOT.)4P
4P longer-direction reinforcementY12 @ 125 C/C (TOP)4P
4P longer-direction reinforcementY16 @ 125 C/C (BOT.)4P
6P size3450 X 21006P
6P depth10006P
6P shorter-direction reinforcementY16 @ 150 C/C (TOP)6P
6P shorter-direction reinforcementY20 @ 150 C/C (BOT.)6P
6P longer-direction reinforcementY16 @ 150 C/C (TOP)6P
6P longer-direction reinforcementY20 @ 150 C/C (BOT.)6P
8P size3450 X 30888P
8P depth10008P
8P shorter-direction reinforcementY20 @ 150 C/C (TOP)8P
8P shorter-direction reinforcementY20 @ 150 C/C (BOT.)8P
8P longer-direction reinforcementY20 @ 150 C/C (TOP)8P
8P longer-direction reinforcementY20 @ 150 C/C (BOT.)8P
horizontal grid dimension3950Grid A to Grid C
vertical grid dimension3400Grid 1 to Grid 2
vertical grid dimension1950Grid 2 to Grid 3
vertical grid dimension2650Grid 3 to Grid 4
vertical grid dimension2965Grid 4 to Grid 6
horizontal dimension740partial plan

Labels

SCHEDULE OF SLABPANEL MKD.THICKNESS (MM)AT SUPPORTAT SPANTOPBOTTOMPILE CAP SCHEDULEMKD.SIZEDEPTHREINFORCEMENT IN SHORTER DIRECTIONREINFORCEMENT IN LONGER DIRECTIONAC12346

Notes

  • ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C
  • GRADE OF CONCRETE - M25

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Floor Beam Reinforcement Details

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

Floor Beam Reinforcement Details

done

floor_beam_reinforcement_details_p01_r15

Detail12 objects · 25 measurements · 5 labels

The crop shows rectangular cross-sectional reinforcement details for floor beams FB2 and FB3. Each beam detail includes separate SUPPORT and SPAN sections, each dimensioned 250 wide by 450 deep, with Y16 longitudinal reinforcement and Y8 links at 150 C/C.

Objects · 12

MarkObjectNo.ShapeMaterialNote
FB2floor beam reinforcement section1rectangularreinforced concreteSupport section shown.
FB2longitudinal reinforcement bars6straight barsSupport section: 2-Y16 (ALTH.) and +2-Y16 (EX.TOP) at top; 2-Y16 (ALTH.) at bottom.
FB2stirrupsrectangular closed linkSupport section, Y8@150 C/C.
FB2floor beam reinforcement section1rectangularreinforced concreteSpan section shown.
FB2longitudinal reinforcement bars6straight barsSpan section: 2-Y16 (ALTH.) at top; 2-Y16 (ALTH.) and +2-Y16 (EX.BOT.) at bottom.
FB2stirrupsrectangular closed linkSpan section, Y8@150 C/C.
FB3floor beam reinforcement section1rectangularreinforced concreteSupport section shown.
FB3longitudinal reinforcement bars6straight barsSupport section: 2-Y16 (ALTH.) and +2-Y16 (EX.TOP) at top; 2-Y16 (ALTH.) at bottom.
FB3stirrupsrectangular closed linkSupport section, Y8@150 C/C.
FB3floor beam reinforcement section1rectangularreinforced concreteSpan section shown.
FB3longitudinal reinforcement bars4straight barsSpan section: 2-Y16 (ALTH.) at top and 2-Y16 (ALTH.) at bottom.
FB3stirrupsrectangular closed linkSpan section, Y8@150 C/C.

Measurements · 25

MeasurementValueApplies to
section depth450FB2 support
section width250FB2 support
reinforcement callout+2-Y16(EX.TOP)FB2 support
stirrup spacingY8@150 C/CFB2 support
reinforcement callout2-Y16(ALTH.)FB2 support, top
reinforcement callout2-Y16(ALTH.)FB2 support, bottom
section depth450FB2 span
section width250FB2 span
stirrup spacingY8@150 C/CFB2 span
reinforcement callout2-Y16(ALTH.)FB2 span, top
reinforcement callout2-Y16(ALTH.)FB2 span, bottom
reinforcement callout+2-Y16(EX.BOT.)FB2 span
section depth450FB3 support
section width250FB3 support
reinforcement callout2-Y16(ALTH.)FB3 support, top
reinforcement callout+2-Y16(EX.TOP)FB3 support
stirrup spacingY8@150 C/CFB3 support
reinforcement callout2-Y16(ALTH.)FB3 support, bottom
section depth450FB3 span
section width250FB3 span
reinforcement callout2-Y16(ALTH.)FB3 span, top
stirrup spacingY8@150 C/CFB3 span
reinforcement callout2-Y16(ALTH.)FB3 span, bottom
scale1 : 25DETAIL OF FB2
scale1 : 25DETAIL OF FB3

Labels

SUPPORTSPANDETAIL OF FB2SCALE = 1 : 25DETAIL OF FB3

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General Construction Notes

page 1 · general_construction_notes_p01_r41
Original
General Construction Notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILIMETER & LEVEL ARE IN METER UNLESS OTHERWISE STATED.",
    "2. ALL R.C.C. MEMBERS ARE IN M-25 GRADE OF CONCRETE.",
    "3. USE Fe-550 GRADE OF STEEL CONFORMING TO I.S. CODES.",
    "4. WRITTEN DIMENSIONS SHOULD BE FOLLOWED.",
    "5. ALL FLOORS ARE WATER TIGHT.",
    "6. ALL OTHERS WORKS AS PER I.S. CODES & NATIONAL BUILDING CODE OF INDIA."
  ],
  "labels": [
    "DESIGNED BY :",
    "M",
    "N"
  ],
  "description": "This crop shows a general construction notes block, with notes governing units, concrete grade, steel grade, dimensions, watertight floors, and applicable codes. A partial title-block area is visible at the bottom, including the label \"DESIGNED BY :\"."
}

General Construction Notes

done

general_construction_notes_p01_r41

Notes6 notes · 3 labels

This crop shows a general construction notes block, with notes governing units, concrete grade, steel grade, dimensions, watertight floors, and applicable codes. A partial title-block area is visible at the bottom, including the label "DESIGNED BY :".

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

DESIGNED BY :MN

Notes

  • 1. ALL DIMENSIONS ARE IN MILIMETER & LEVEL ARE IN METER UNLESS OTHERWISE STATED.
  • 2. ALL R.C.C. MEMBERS ARE IN M-25 GRADE OF CONCRETE.
  • 3. USE Fe-550 GRADE OF STEEL CONFORMING TO I.S. CODES.
  • 4. WRITTEN DIMENSIONS SHOULD BE FOLLOWED.
  • 5. ALL FLOORS ARE WATER TIGHT.
  • 6. ALL OTHERS WORKS AS PER I.S. CODES & NATIONAL BUILDING CODE OF INDIA.

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Lift Pit Foundation On Piles

page 1 · lift_pit_foundation_on_piles_p01_r10
Original
Lift Pit Foundation On Piles
{
  "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."
}

Lift Pit Foundation On Piles

done

lift_pit_foundation_on_piles_p01_r10

Section10 objects · 38 measurements · 3 notes · 15 labels

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.

Objects · 10

MarkObjectNo.ShapeMaterialNote
brick wall2rectangularbrickShown above foundation in upper section.
8-Plift foundation / pile caprectangularreinforced concreteShown in upper foundation elevation and lower sectional detail.
tie beam1rectangularreinforced concreteShown in lower section at E.G.L. level.
pilecircularThree piles are depicted in each of the two foundation views.
plain cement concrete blindingrectangular layerP.C.C. (1:4:8)Shown below foundation/pile-cap concrete.
brick flat solingrectangular layerB.F.SShown below P.C.C. layer.
reinforcement barstraight bars with links/stirrupssteelReinforcement is shown for foundation, pile, tie beam, and FB4/FB5 details.
FB4footing beam1rectangularreinforced concreteSmall reinforcement detail at upper left.
FB5footing beam1rectangularreinforced concreteSmall reinforcement detail at left.
B16beam1rectangularreinforced concreteOnly a partial detail is visible at lower left.

Measurements · 38

MeasurementValueApplies to
FB4 section depth400FB4
FB4 section width250FB4
FB4 longitudinal reinforcement2-Y16(ALTh.)FB4
FB4 link reinforcementY8@150 C/CFB4
FB5 section depth450FB5
FB5 section width300FB5
FB5 longitudinal reinforcement4-Y16(ALTh.)FB5
FB5 link reinforcementY8@150 C/CFB5
brick wall/foundation vertical dimension600
wall/pedestal width450
pedestal width250
foundation vertical dimension16008-P
foundation depth10008-P
P.C.C. thickness100 THK.
B.F.S thickness75 THK.
pile-cap top level below E.G.L.600pile cap
pile top level below pile-cap top1000pile
pile-cap thickness100pile cap
ground level elevationEL (±) 0.000 ME.G.L.
top of pile cap elevationEL (-) 0.600 Mpile cap
top of pile elevationEL (-) 1.500 Mpile
bottom of pile cap elevationEL (-) 1.600 Mpile cap
tie reinforcement12T @ 125 mm C/C8-P
tie reinforcement8T @ 150 mm C/C8-P
pile-cap projection300 TYP.pile cap
tie beam depth500tie beam
tie beam reinforcement5-Y12tie beam
tie beam reinforcementY12 @150 C/Ctie beam
shear reinforcement6L Y10 @ 130 C/Ctie beam
pile-cap bottom reinforcement5-Y16 AT BOT.pile cap
side reinforcementY12@150 C/Cpile cap
P.C.C. mix(1:4:8)P.C.C.
section vertical dimension1500
section vertical dimension1000
section vertical dimension800
partial beam-detail width500B16
partial beam-detail depth300B16
partial beam-detail reinforcement150 C/CB16

Labels

SCALE - N.T.S.DETAIL OF FB4SCALE = 1 : 25DETAIL OF FB5P.L.G.L.E.G.LTOP OF PILE CAPTOP OF PILEBOT. OF PILE CAPFOUNDATION OF LIFTTOP OF TIE BEAM AT (±)0.000M E.G.L.CUT OFF LVL.SPANA

Notes

  • CHAIR PROVIDED
  • BINDING STEEL AROUND PILE BAR
  • SHEAR REINF.

openai/gpt-5.6-terra-pro · 34357 tokens · 43.6s

item · 5150 × 5312

Lift Pit Foundation

page 1 · lift_pit_foundation_p01_r09
Original
Lift Pit Foundation
{
  "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."
}

Lift Pit Foundation

done

lift_pit_foundation_p01_r09cross section

Section10 objects · 47 measurements · 6 notes · 16 labels

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.

Objects · 10

MarkObjectNo.ShapeMaterialNote
brick wall2rectangular wallbrickTwo wall sections are shown above the lift foundation.
tie beam1rectangularShown connecting the wall foundations in the foundation section.
8-Ppile cap1rectangularreinforced concretePile cap is shown in the foundation elevation, Section XX, and a plan fragment.
pilerectangularreinforced concretePiles are shown beneath the foundation and as a separate reinforced pile elevation at right; total quantity cannot be determined from this crop.
plain cement concrete levelling courserectangular layerP.C.C. (1:4:8)Shown below pile-cap and foundation work.
brick flat solingrectangular layerB.F.SShown below the P.C.C. layer.
reinforcement barbar gridsteelY12, Y16, Y10 and Y8 reinforcement callouts are shown.
pile reinforcement stiffenervertical barsteelCalled out as Y16@1500 C/C STIFFNER.
FB4foundation beam detail1rectangularSmall reinforcement detail at upper left.
FB5foundation beam detail1rectangularSmall reinforcement detail at upper left.

Measurements · 47

MeasurementValueApplies to
FB4 section width250FB4
FB4 section depth400FB4
FB4 longitudinal reinforcement2-Y16(ALTH.)FB4
FB4 stirrup reinforcementY8@150 C/CFB4
FB5 section width300FB5
FB5 section depth450FB5
FB5 longitudinal reinforcement4-Y16(ALTH.)FB5
FB5 stirrup reinforcementY8@150 C/CFB5
P.L. to G.L. vertical dimension600
vertical dimension1600
wall/pile width dimension250
vertical dimension at wall foundation450
tie beam reinforcement12T @ 125 mm C/Ctie beam
tie beam reinforcement8T @ 150 mm C/Ctie beam
foundation depth1000foundation
P.C.C. thickness100 THK.P.C.C.
B.F.S. thickness75 THK.B.F.S
E.G.L. elevationEL (±) 0.000 M
top of pile cap elevationEL (-) 0.600 Mpile cap
top of pile elevationEL (-) 1.500 Mpile
bottom of pile cap elevationEL (-) 1.600 Mpile cap
E.G.L. to top of pile cap600pile cap
top of pile cap to top of pile1000pile
overall vertical dimension1500pile cap/pile
cut off level vertical dimension800pile
pile cap thickness100pile cap
pile reinforcement1 - Y16pile
pile reinforcement6-Y16pile
pile stiffener spacingY16@1500 C/Cpile
pile length, not to scale7000pile
pile length, not to scale1800pile
Section XX vertical dimension1500pile cap
Section XX pile cap depth1000pile cap
Section XX P.C.C. thickness100 THK.P.C.C.
Section XX B.F.S. thickness75 THK.B.F.S
pile cap reinforcement5-Y12pile cap
pile cap reinforcementY12 @150C/Cpile cap
pile cap reinforcement6L - Y10 @ 130 C/Cpile cap
pile cap reinforcementY12@150 C/Cpile cap
pile reinforcement at bottom5-Y16pile
typical dimension300 TYP.pile cap
Section XX vertical dimension500
pile cap plan end dimensions375pile cap
pile cap plan overall length1350pile cap
pile cap plan overall width750pile cap
pile cap plan sloping-side dimension1350pile cap
pile cap plan vertical dimension1169pile cap

Labels

DETAIL OF FB4SCALE = 1 : 25DETAIL OF FB5BRICK WALLP.L.G.L.E.G.L.FOUNDATION OF LIFTSECTION AT : XXCUT OFF LVL.TOP OF PILE CAPTOP OF PILEBOT. OF PILE CAPSCALE - N.T.S.AX

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.

openai/gpt-5.6-terra-pro · 37959 tokens · 49.5s

2Map the items20 items · 599 readingsconfigured openai/gpt-5.6-terra-pro · about 22¢ at the last run’s size · default

One set of distinct items across every page. The same bent read as “BENT”, “Interior bent” and “Bent No. 2” is one item here, carrying every page and crop it was seen in. One model call over all of step 1’s readings; the page mapping is resolved from its grouping rather than retyped by it.

20 items from 599 readings · 20 new.

20items599readings0on 2+ pages32,113tokens in12,822tokens out

Grouping validation — 20 items · 2 agents · up to 3 rounds · up to 9 billed calls

Beamsuperstructure×81 · rectangular · reinforced concretep143 crops
Beam

also calledfloor beamhalf landing beamHalf landing beamFB1 member sectionFB2 member sectionFB3 member sectionroof beamlanding beamFloor beambeam/support projectionrectangular memberFloor beam sectionfloor beam reinforcement sectionsupporting beamFB1 beam sectionFB2 beam sectionFB3 beam sectionFB1 reinforced concrete beam sectionreinforced member section outlinebeam at floor level+8 more

marksFB1FB2FB3FB4FB5B16FB1, FB2B13FBI

Reinforcement Barmaterial×120 · circular in section · reinforcing steelp140 crops
Reinforcement Bar

also calledlongitudinal reinforcement bardistribution barbeam longitudinal reinforcement detailbent reinforcement barbottom reinforcing bartop reinforcing barY16 reinforcing barbeam reinforcementcolumn reinforcement cageColumn longitudinal reinforcementreinforcementbeam longitudinal reinforcementbottom reinforcement bardistribution reinforcement bartop alternate reinforcement bartop reinforcement barLongitudinal reinforcement barReinforcement barslongitudinal reinforcement barspile reinforcement stiffener+30 more

marksL1Y16Y8@150 C/C(F), (T), (E), (DL)FB2FB3(F)(T)(E)(DL)1 – Y166-Y16Y16@1500 C/CFB4FB51-Y16Y16@1500 C/C STIFFENERY12Y85-Y16+4 more

Slab Paneldeck×93 · rectangular/irregular · reinforced concretep125 crops
Slab Panel

also calledfloor slab panelslab areaslabcentral rectangular slab featurestructural elementroof slabslab/panel areainternal elementStructural area markerSlab or structural area markerstair/landing panelfloor-level landing slabintermediate landing slab

marksSIS2S3S4S1

Pile Capfoundation×69 · tapered trapezoidal · reinforced concretep129 crops
Pile Cap

also calledTagged partial symbolsfilled rectangular foundation symbollift foundation / pile cappile cap / foundationP-3 elementspile cap / foundation layouteight-pile foundation layoutfive-pile foundation layoutthree-pile foundation layoutplan item

marks3-PP-33P4P6P8P2P8-PP-8P-5P-6P-4P-2P-

Columnsubstructure×321 · square · reinforced concretep134 crops
Column

also calledcolumn/supportcolumn / vertical support symbolcircular reinforced concrete membervertical reinforced concrete memberColumnsreinforced concrete columncentral vertical membercolumn/support symbolcentral pedestal/column footprintsupport locationcentral rectangular elementcircular reinforced member sectionsupport blockColumn/support symbolfilled square support/column symbolfilled square support symbolcolumn or pedestal symbolsrectangular support/pedestalpier/column blockcircular member+5 more

marksC1–C19C1–C21C1, C4, C8, C9, C13, C20C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21C10, C14, C17C5, C6C1,C4,C8,C9,C13,C20C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21C10,C14,C17C5,C6SECTION : A - AC1-C21

Pilefoundation×210 · partial circular and square symbol · reinforced concretep124 crops
Pile

also calledfoundation/pile symbolpilesreinforced concrete pilepile symbolscircular pile symbols

marksP-38-PP-8P-6P-4P-2P-5

Tie Beamsubstructure×27 · rectangular · reinforced concretep117 crops
Tie Beam

also calledbeam cross-sectionTB1 beam reinforcement sectionTB2 beam reinforcement sectionTB3 beam reinforcement sectionlift foundation / tie beamTB3 reinforced concrete beam reinforcement section

marksTB1TB2TB3TB1, TB2, TB38-P

Foundation Beamsubstructure×13 · rectangular · reinforced concretep19 crops
Foundation Beam

also calledfooting beamfoundation beam detailfoundation beam membersfoundation/block symbol

marksFB4FB5FB1, FB2, FB3, FB5FB1FB2FB3

Stirrupmaterial×17 · rectangular closed link · reinforcing steelp119 crops
Stirrup

also calledstirrup reinforcementY8 linkbeam stirrupscolumn linksBeam stirrupsTransverse reinforcementbeam transverse reinforcementClosed link reinforcementstirrupscolumn tiesstirrups / linkstransverse reinforcementconfined joint reinforcementreinforcing linkReinforcement links

marksY8FB2FB3Y8@150 C/C

Stair Flightsuperstructure×12 · rectangular stepped flight · reinforced concretep113 crops
Stair Flight

also calledstair and half landingStair

Gateancillary×9 · curvedp17 crops
Gate
Brick Flat Solingearthwork×4 · rectangular layer · B.F.S.p16 crops
Brick Flat Soling

also calledB.F.S layerB.F.S. layer

marksB.F.S

Brick Wallother×12 · rectangular masonry wall · brickp16 crops
Brick Wall
Plain Cement Concrete Blindingfoundation×5 · rectangular layer · P.C.C. (1:4:8)p16 crops
Plain Cement Concrete Blinding

also calledplain cement concrete levelling courseplain cement concrete layerP.C.C. layer

marksP.C.C.P.C.C

Cover Blockancillaryrectangularp14 crops
Cover Block

also calledcover blocks

marksCOVER BLOCK @900 C/C

Upstand Beamsuperstructure×4 · rectangular · reinforced concretep14 crops
Upstand Beam

also calledupstand beam at intermediate levelup stand beam

marksB15

Binding Steelmaterialwire ties · steelp12 crops
Binding Steel
Reinforcement Chairancillary×1 · bar supportp12 crops
Reinforcement Chair

also calledchair

Beam-Column Junctionsuperstructureorthogonal beam-to-column connectionp11 crop
Beam-Column Junction
  • p1p01_r06“Beam-column junction”
Triangular Shaded Areaother×2 · triangularp11 crop
Triangular Shaded Area
3Match the ontology16 of 20 matched · 1 to check · 4 unmatchedconfigured openai/gpt-5.6-terra-pro · about $5.67 for a full pass · default

Every item from step 2 compared against the project’s engineering ontology, and then, for each one that lands in a class, a take-off of what that class asks for. The class list goes up as a closed vocabulary, so regional wording resolves without a synonym table — BENT to a pier system, PSC BEAM to a prestressed girder. Any class id that is not in the ontology is rejected rather than stored. The take-off reads every crop behind an item, derives what the drawings imply, shows its arithmetic, and says plainly when a number is not there. Matching against building v0.1.0, 83 classes.

80% of items placed. The 4 below fit no class — add one to the ontology and match again.

15matched1to check4unmatched80% covered29values30gaps2,498,144tokens in55,775tokens out

⚠ 4 items the building ontology has no class forAdd a class

  • Brick Flat Solingp1 · 6 crops · ×4The ontology would need a brick flat soling or granular foundation bedding class.
  • Binding Steelp1 · 2 cropsThe ontology would need a reinforcement binding wire or tying wire material class.
  • Beam-Column Junctionp1 · 1 cropThe ontology would need a reinforced-concrete beam-column joint class.
  • Triangular Shaded Areap1 · 1 crop · ×2The ontology would need a drawing annotation or shaded-area symbol class, as this does not identify a permanent work object.

substructure5

superstructure5

  • Beam→Beambuilding.superstructure.beamp1 · 43 crops · ×812 read · 2 gapson “Beam”
  • Column→Columnbuilding.superstructure.columnp1 · 34 crops · ×3212 read · 3 gapson “Column”
  • Slab Panel→Slabbuilding.superstructure.slabp1 · 25 crops · ×932 read · 2 gapson “slab”
  • Stair Flight→Stair Flightbuilding.superstructure.staircase.flightp1 · 13 crops · ×123 read · 2 gapson “Stair Flight”
  • Upstand Beam→Beambuilding.superstructure.beamp1 · 4 crops · ×42 read · 2 gapson “Upstand Beam”

reinforcement system4

envelope1

  • Brick Wall→Masonry Wallbuilding.envelope.masonry_wallp1 · 6 crops · ×121 read · 3 gapson “Brick Wall”

external works1

  • Gate→Gatebuilding.external_works.gatep1 · 7 crops · ×91 read · 2 gapson “Gate”
◈Index for the agentnot indexed · 3093 points ready

Everything steps 1 and 2 know, written to the vector store for a chat agent to answer from. Cut fine — a point for each object, each measurement and each note, not one per crop — with the page, the crop and the drawing written into every one, so a retrieved number arrives with enough context to be an answer. The readings as a whole and step 2’s items are indexed too, for the questions that are about a drawing rather than a figure.

Re-runnable at any time: each point is keyed to the record it came from, so re-indexing replaces what changed, adds what is new, and drops what the drawings no longer support. Re-read a crop or correct one by hand, then press this.

3093 points ready to index.

0points stored3,093points ready86crops20items0tokens embedded

Collection mindmap_vectors, filtered on projectId = mkpa_techno_building_2025_job_020_structural_af7b24c3bd-76c87454b5094436bde05581af721f35.