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Building 2

mkpa_techno_building_2025_job_020_structural_43ddbb3f10-a7e6f52557d94fa59120d99e45893862 · 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 crops64 crops · all read · 508 objects · 1518 measurementsconfigured openai/gpt-5.6-terra-pro · about 73¢ for 64 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 64 crops read.

64crops64read508objects found1518measurements273,343tokens in116,845tokens out

Validation — 58 of 64 crops match at least one agent · ~176 billed calls · Reinforcement 37 · Concrete 44 · Dimension LF 50

Page 124 crops · 24 read
item · 2230 × 3253

1St Floor Beams

page 1 · 1st_floor_beams_p01_r31
Original
1St Floor Beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "linear, including diagonal runs",
      "material": "",
      "count": null,
      "note": "Repeated beam designation; some runs are cropped at the sheet edges."
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated beam designation."
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated beam designation."
    },
    {
      "name": "floor beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated beam designation."
    },
    {
      "name": "columns",
      "tag": "",
      "shape": "square/rectangular solid blocks",
      "material": "",
      "count": 22,
      "note": "Visible dark filled support blocks; several occur at grid intersections."
    },
    {
      "name": "floor slab panel",
      "tag": "S1",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": null,
      "note": "Repeated slab mark."
    },
    {
      "name": "floor slab panel",
      "tag": "S2",
      "shape": "rectangular panel",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "floor slab panel",
      "tag": "S3",
      "shape": "irregular and rectangular panels",
      "material": "",
      "count": null,
      "note": "Repeated slab mark; some are at cropped edges."
    },
    {
      "name": "floor slab panel",
      "tag": "S4",
      "shape": "rectangular panels",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel tread lines",
      "material": "",
      "count": 1,
      "note": "Located beside the landing beam callout."
    },
    {
      "name": "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": "Grid A-C"
    },
    {
      "label": "horizontal grid dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C-D"
    },
    {
      "label": "horizontal grid dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D-F"
    },
    {
      "label": "horizontal grid dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F-G"
    },
    {
      "label": "horizontal grid dimension",
      "value": "16",
      "unit": "",
      "appliesTo": "Partial dimension at right crop edge"
    },
    {
      "label": "horizontal offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Near Grid F"
    },
    {
      "label": "vertical grid dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid I-2"
    },
    {
      "label": "vertical offset",
      "value": "125",
      "unit": "",
      "appliesTo": "Near Grid 2"
    },
    {
      "label": "vertical grid dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2-3"
    },
    {
      "label": "vertical grid dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3-4"
    },
    {
      "label": "vertical dimension",
      "value": "1525",
      "unit": "",
      "appliesTo": "Near Grid 4-5"
    },
    {
      "label": "vertical grid dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4-6"
    },
    {
      "label": "vertical dimension",
      "value": "1440",
      "unit": "",
      "appliesTo": "Near Grid 5-6"
    },
    {
      "label": "vertical grid dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "Grid 6-9"
    },
    {
      "label": "beam bay dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "FB2 / FB4 bay"
    },
    {
      "label": "beam bay dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "FB2 / FB4 bay"
    },
    {
      "label": "dimension",
      "value": "207",
      "unit": "",
      "appliesTo": "Near FB4 and stair/landing area"
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "Near FB1 (UP STANDING)"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Near FB2"
    },
    {
      "label": "diagonal dimension",
      "value": "1552",
      "unit": "",
      "appliesTo": "Diagonal FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "3578",
      "unit": "",
      "appliesTo": "Diagonal FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "2571",
      "unit": "",
      "appliesTo": "Diagonal FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "Diagonal edge/FB1 area"
    },
    {
      "label": "diagonal dimension",
      "value": "226",
      "unit": "",
      "appliesTo": "Partial/unclear diagonal dimension near FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Diagonal edge/FB1 area"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Diagonal edge at lower portion of plan"
    },
    {
      "label": "horizontal dimension",
      "value": "2300",
      "unit": "",
      "appliesTo": "FB2 bay"
    },
    {
      "label": "horizontal dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "FB2 bay"
    },
    {
      "label": "dimension",
      "value": "87",
      "unit": "",
      "appliesTo": "Near Grid B / diagonal FB1"
    },
    {
      "label": "horizontal grid dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": "Grid A-B"
    },
    {
      "label": "horizontal grid dimension",
      "value": "4290",
      "unit": "",
      "appliesTo": "Grid B-E"
    },
    {
      "label": "horizontal grid dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": "Grid E-F"
    },
    {
      "label": "horizontal grid dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F-G"
    },
    {
      "label": "top of beam elevation",
      "value": "3.000",
      "unit": "M",
      "appliesTo": "1ST FLOOR BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "1ST FLOOR BEAM LAYOUT"
    }
  ],
  "notes": [
    "FB1 (UP STANDING)",
    "N LANDING BEAM"
  ],
  "labels": [
    "1ST FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 3.000M",
    "SCALE - 1:100",
    "N",
    "A",
    "B",
    "B'",
    "C",
    "D",
    "E",
    "E'",
    "F",
    "G",
    "G'",
    "I",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'"
  ],
  "description": "This crop is a first-floor structural beam layout plan, showing beams marked FB1, FB2, FB4, and FB5 between filled square/rectangular support locations. It also shows slab-panel marks S1 through S4, a stair flight and landing-beam area, and a diagonal perimeter/beam arrangement in the lower-right portion of the plan."
}

1St Floor Beams

done

1st_floor_beams_p01_r31

Plan11 objects · 35 measurements · 2 notes · 24 labels

This crop is a first-floor structural beam layout plan, showing beams marked FB1, FB2, FB4, and FB5 between filled square/rectangular support locations. It also shows slab-panel marks S1 through S4, a stair flight and landing-beam area, and a diagonal perimeter/beam arrangement in the lower-right portion of the plan.

Objects · 11

MarkObjectNo.ShapeNote
FB1floor beamlinear, including diagonal runsRepeated beam designation; some runs are cropped at the sheet edges.
FB2floor beamlinearRepeated beam designation.
FB4floor beamlinearRepeated beam designation.
FB5floor beamlinearRepeated beam designation.
columns22square/rectangular solid blocksVisible dark filled support blocks; several occur at grid intersections.
S1floor slab panelrectangular and irregular panelsRepeated slab mark.
S2floor slab panel1rectangular panel
S3floor slab panelirregular and rectangular panelsRepeated slab mark; some are at cropped edges.
S4floor slab panel2rectangular panels
stair flight1rectangular flight with parallel tread linesLocated beside the landing beam callout.
landing beam1linearCalled out adjacent to the stair flight.

Measurements · 35

MeasurementValueUnitApplies to
horizontal grid dimension3950Grid A-C
horizontal grid dimension1650Grid C-D
horizontal grid dimension4500Grid D-F
horizontal grid dimension3625Grid F-G
horizontal grid dimension16Partial dimension at right crop edge
horizontal offset225Near Grid F
vertical grid dimension3400Grid I-2
vertical offset125Near Grid 2
vertical grid dimension1950Grid 2-3
vertical grid dimension2650Grid 3-4
vertical dimension1525Near Grid 4-5
vertical grid dimension2965Grid 4-6
vertical dimension1440Near Grid 5-6
vertical grid dimension4125Grid 6-9
beam bay dimension1600FB2 / FB4 bay
beam bay dimension1800FB2 / FB4 bay
dimension207Near FB4 and stair/landing area
horizontal dimension740Near FB1 (UP STANDING)
horizontal dimension1400Near FB2
diagonal dimension1552Diagonal FB1
diagonal dimension3578Diagonal FB1
diagonal dimension2571Diagonal FB1
diagonal dimension4143Diagonal edge/FB1 area
diagonal dimension226Partial/unclear diagonal dimension near FB1
diagonal dimension2554Diagonal edge/FB1 area
diagonal dimension4903Diagonal edge at lower portion of plan
horizontal dimension2300FB2 bay
horizontal dimension1275FB2 bay
dimension87Near Grid B / diagonal FB1
horizontal grid dimension3575Grid A-B
horizontal grid dimension4290Grid B-E
horizontal grid dimension2235Grid E-F
horizontal grid dimension3625Grid F-G
top of beam elevation3.000M1ST FLOOR BEAM LAYOUT
scale1:1001ST FLOOR BEAM LAYOUT

Labels

1ST FLOOR BEAM LAYOUTTOP OF BEAM (+) 3.000MSCALE - 1:100NABB'CDEE'FGG'I234567899'

Notes

  • FB1 (UP STANDING)
  • N LANDING BEAM

openai/gpt-5.6-terra · 6475 tokens · 33.7s

item · 2909 × 3323

2Nd Floor Beams

page 1 · 2nd_floor_beams_p01_r32
Original
2Nd Floor Beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 21,
      "note": "Solid dark rectangular column symbols visible at grid intersections and along the angled perimeter."
    },
    {
      "name": "beam",
      "tag": "FB1",
      "shape": "rectilinear and angled",
      "material": "",
      "count": null,
      "note": "Repeated beam designation along perimeter and internal beam lines."
    },
    {
      "name": "beam",
      "tag": "FB2",
      "shape": "rectilinear",
      "material": "",
      "count": null,
      "note": "Repeated beam designation."
    },
    {
      "name": "beam",
      "tag": "FB3",
      "shape": "rectilinear",
      "material": "",
      "count": null,
      "note": "Visible at the upper-right bay."
    },
    {
      "name": "beam",
      "tag": "FB4",
      "shape": "rectilinear",
      "material": "",
      "count": null,
      "note": "Visible adjacent to the upper-right and stair/landing areas."
    },
    {
      "name": "beam",
      "tag": "FB5",
      "shape": "rectilinear",
      "material": "",
      "count": null,
      "note": "Visible in the central-right bays."
    },
    {
      "name": "slab panel",
      "tag": "SI",
      "shape": "rectangular and irregular",
      "material": "",
      "count": 10,
      "note": "Circular slab-panel marks labelled SI."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Circular slab-panel mark."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular and irregular",
      "material": "",
      "count": 3,
      "note": "Circular slab-panel marks."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Circular slab-panel marks."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Flight shown with parallel tread lines beside the HALF LANDING BEAM callout."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout adjacent to the stair flight."
    }
  ],
  "measurements": [
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A-C"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C-D"
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D-F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F-G"
    },
    {
      "label": "grid spacing",
      "value": "1625",
      "unit": "",
      "appliesTo": "Grid G to right-hand extension"
    },
    {
      "label": "grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid 1-2"
    },
    {
      "label": "grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2-3"
    },
    {
      "label": "grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3-4"
    },
    {
      "label": "grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4-5"
    },
    {
      "label": "grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "Grid 6-9"
    },
    {
      "label": "grid spacing",
      "value": "3215",
      "unit": "",
      "appliesTo": "Right-hand upper vertical dimension"
    },
    {
      "label": "grid spacing",
      "value": "5350",
      "unit": "",
      "appliesTo": "Right-hand vertical dimension, Grid 1-3"
    },
    {
      "label": "grid spacing",
      "value": "225",
      "unit": "",
      "appliesTo": "Right-hand offset dimension"
    },
    {
      "label": "grid spacing",
      "value": "4123",
      "unit": "",
      "appliesTo": "Right-hand vertical dimension, Grid 3-5"
    },
    {
      "label": "grid spacing",
      "value": "2057",
      "unit": "",
      "appliesTo": "Right-hand vertical dimension, Grid 5-8"
    },
    {
      "label": "grid spacing",
      "value": "1237",
      "unit": "",
      "appliesTo": "Right-hand vertical dimension, Grid 8-7"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Upper-right offset"
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "Upper-right offset"
    },
    {
      "label": "horizontal dimension",
      "value": "1675",
      "unit": "",
      "appliesTo": "Grid F-G bay"
    },
    {
      "label": "horizontal dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid F-G bay"
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "Stair/landing area"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Stair/landing area"
    },
    {
      "label": "angled dimension",
      "value": "1709",
      "unit": "",
      "appliesTo": "Angled perimeter beam"
    },
    {
      "label": "angled dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "Angled perimeter"
    },
    {
      "label": "angled dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Angled perimeter"
    },
    {
      "label": "angled dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Angled perimeter"
    },
    {
      "label": "grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "Grid A-B"
    },
    {
      "label": "grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "Grid B-E"
    },
    {
      "label": "grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "Grid E-F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F-G"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 6.600M",
      "unit": "",
      "appliesTo": "2ND FLOOR BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "Drawing"
    }
  ],
  "notes": [],
  "labels": [
    "2ND FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 6.600M",
    "SCALE - 1:100",
    "HALF LANDING BEAM",
    "N",
    "Z",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "G'",
    "9'",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9"
  ],
  "description": "This crop is a second-floor structural beam layout plan, showing a grid-based floor framing arrangement with beam types FB1 through FB5, slab-panel marks, and column locations. The plan includes a stair and half-landing area, an irregular angled perimeter at the lower-right portion, dimension strings, a north arrow, and the stated top-of-beam elevation."
}

2Nd Floor Beams

done

2nd_floor_beams_p01_r32

Plan12 objects · 32 measurements · 27 labels

This crop is a second-floor structural beam layout plan, showing a grid-based floor framing arrangement with beam types FB1 through FB5, slab-panel marks, and column locations. The plan includes a stair and half-landing area, an irregular angled perimeter at the lower-right portion, dimension strings, a north arrow, and the stated top-of-beam elevation.

Objects · 12

MarkObjectNo.ShapeNote
column21rectangularSolid dark rectangular column symbols visible at grid intersections and along the angled perimeter.
FB1beamrectilinear and angledRepeated beam designation along perimeter and internal beam lines.
FB2beamrectilinearRepeated beam designation.
FB3beamrectilinearVisible at the upper-right bay.
FB4beamrectilinearVisible adjacent to the upper-right and stair/landing areas.
FB5beamrectilinearVisible in the central-right bays.
SIslab panel10rectangular and irregularCircular slab-panel marks labelled SI.
S2slab panel1rectangularCircular slab-panel mark.
S3slab panel3rectangular and irregularCircular slab-panel marks.
S4slab panel3rectangularCircular slab-panel marks.
stair flight1rectangularFlight shown with parallel tread lines beside the HALF LANDING BEAM callout.
half landing beam1rectangularCallout adjacent to the stair flight.

Measurements · 32

MeasurementValueApplies to
grid spacing3950Grid A-C
grid spacing1650Grid C-D
grid spacing4500Grid D-F
grid spacing3625Grid F-G
grid spacing1625Grid G to right-hand extension
grid spacing3400Grid 1-2
grid spacing1950Grid 2-3
grid spacing2650Grid 3-4
grid spacing2965Grid 4-5
grid spacing4125Grid 6-9
grid spacing3215Right-hand upper vertical dimension
grid spacing5350Right-hand vertical dimension, Grid 1-3
grid spacing225Right-hand offset dimension
grid spacing4123Right-hand vertical dimension, Grid 3-5
grid spacing2057Right-hand vertical dimension, Grid 5-8
grid spacing1237Right-hand vertical dimension, Grid 8-7
horizontal dimension1400Upper-right offset
horizontal dimension225Upper-right offset
horizontal dimension1675Grid F-G bay
horizontal dimension1950Grid F-G bay
horizontal dimension625Stair/landing area
horizontal dimension1400Stair/landing area
angled dimension1709Angled perimeter beam
angled dimension4143Angled perimeter
angled dimension2554Angled perimeter
angled dimension4903Angled perimeter
grid spacing3575Grid A-B
grid spacing4290Grid B-E
grid spacing2235Grid E-F
grid spacing3625Grid F-G
top of beam elevation(+) 6.600M2ND FLOOR BEAM LAYOUT
scale1:100Drawing

Labels

2ND FLOOR BEAM LAYOUTTOP OF BEAM (+) 6.600MSCALE - 1:100HALF LANDING BEAMNZABCDEFGB'E'F'G'9'123456789

openai/gpt-5.6-terra · 7491 tokens · 34.0s

item · 2857 × 3024

3Rd Floor Beams

page 1 · 3rd_floor_beams_p01_r23
Original
3Rd Floor Beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "FBI",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Partial horizontal and diagonal beam linework is visible at the top of the crop."
    },
    {
      "name": "column",
      "tag": "C1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C6",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C7",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C8",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C9",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C10",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C11",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C12",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C13",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C14",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C15",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Located at the lower-right portion of the visible layout."
    },
    {
      "name": "gate",
      "tag": "",
      "shape": "curved",
      "material": "",
      "count": null,
      "note": "Partial curved gate linework is visible along the right edge."
    }
  ],
  "measurements": [
    {
      "label": "grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "Grid A to Grid B"
    },
    {
      "label": "grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "Grid B to Grid E"
    },
    {
      "label": "grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "Grid E to Grid F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to Grid G"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "FBI / diagonal grid line area"
    },
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A to Grid C"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C to Grid D"
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D to Grid F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to Grid G"
    },
    {
      "label": "vertical dimension",
      "value": "4005",
      "unit": "",
      "appliesTo": "Grid A / Grid I area"
    },
    {
      "label": "vertical dimension",
      "value": "4053",
      "unit": "",
      "appliesTo": "Grid G area"
    },
    {
      "label": "horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "Grid I to C1 area"
    },
    {
      "label": "horizontal dimension",
      "value": "3701",
      "unit": "",
      "appliesTo": "C4 to gate-side linework"
    },
    {
      "label": "vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "Left-side grid dimension string"
    },
    {
      "label": "vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid I to Grid 2"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2 to Grid 3"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3 to Grid 4"
    },
    {
      "label": "vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4 to Grid 5"
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "Side grid dimension string"
    },
    {
      "label": "vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "Right-side grid dimension string"
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "Right-side grid dimension string"
    },
    {
      "label": "horizontal dimension",
      "value": "2362",
      "unit": "",
      "appliesTo": "C15 / lower-right gate area"
    },
    {
      "label": "column set-out dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C1, C3, C4, C5, C6, C7, C8, C9, C10, C11, C12, C13, C14 and C15"
    },
    {
      "label": "column set-out dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C2, C4, C7, C8, C9, C10, C11 and C13"
    },
    {
      "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"
    }
  ],
  "notes": [],
  "labels": [
    "3RD FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 10.200M",
    "SCALE - 1:100",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "9",
    "9'",
    "B'",
    "E'",
    "I",
    "2",
    "3",
    "4",
    "5"
  ],
  "description": "This crop shows part of a structural third-floor beam layout plan, including grid lines, column locations C1 through C15, and partial FBI beam linework. The visible plan also includes dimension strings, a north arrow, and partial gate linework at the right side; the full floor layout is not shown in this crop."
}

3Rd Floor Beams

done

3rd_floor_beams_p01_r23

Plan17 objects · 26 measurements · 20 labels

This crop shows part of a structural third-floor beam layout plan, including grid lines, column locations C1 through C15, and partial FBI beam linework. The visible plan also includes dimension strings, a north arrow, and partial gate linework at the right side; the full floor layout is not shown in this crop.

Objects · 17

MarkObjectNo.ShapeNote
FBIbeamlinearPartial horizontal and diagonal beam linework is visible at the top of the crop.
C1column1rectangular
C2column1rectangular
C3column1rectangular
C4column1rectangular
C5column1rectangular
C6column1rectangular
C7column1rectangular
C8column1rectangular
C9column1rectangular
C10column1rectangular
C11column1rectangular
C12column1rectangular
C13column1rectangular
C14column1rectangular
C15column1rectangularLocated at the lower-right portion of the visible layout.
gatecurvedPartial curved gate linework is visible along the right edge.

Measurements · 26

MeasurementValueUnitApplies to
grid spacing3575Grid A to Grid B
grid spacing4290Grid B to Grid E
grid spacing2235Grid E to Grid F
grid spacing3625Grid F to Grid G
diagonal dimension4903FBI / diagonal grid line area
grid spacing3950Grid A to Grid C
grid spacing1650Grid C to Grid D
grid spacing4500Grid D to Grid F
grid spacing3625Grid F to Grid G
vertical dimension4005Grid A / Grid I area
vertical dimension4053Grid G area
horizontal dimension1200Grid I to C1 area
horizontal dimension3701C4 to gate-side linework
vertical dimension5350Left-side grid dimension string
vertical dimension3400Grid I to Grid 2
vertical dimension1950Grid 2 to Grid 3
vertical dimension2650Grid 3 to Grid 4
vertical dimension2965Grid 4 to Grid 5
vertical dimension4123Side grid dimension string
vertical dimension5350Right-side grid dimension string
vertical dimension4123Right-side grid dimension string
horizontal dimension2362C15 / lower-right gate area
column set-out dimension125C1, C3, C4, C5, C6, C7, C8, C9, C10, C11, C12, C13, C14 and C15
column set-out dimension175C2, C4, C7, C8, C9, C10, C11 and C13
top of beam elevation10.200M3RD FLOOR BEAM LAYOUT
scale1:1003RD FLOOR BEAM LAYOUT

Labels

3RD FLOOR BEAM LAYOUTTOP OF BEAM (+) 10.200MSCALE - 1:100NABCDEFG99'B'E'I2345

openai/gpt-5.6-terra · 8762 tokens · 46.3s

item · 2783 × 2614

Architect Engineer Certification

page 1 · architect_engineer_certification_p01_r18
Original
Architect Engineer Certification
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "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",
    "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": [
    "F",
    "G",
    "H",
    "I"
  ],
  "description": "This crop is a notes/certification portion of a building drawing sheet. It contains signature identification text for the structural and geotechnical engineer and an owner certificate regarding compliance with the West Bengal Municipal (Building) Rules, 2007; no constructional items or take-off quantities are shown."
}

Architect Engineer Certification

done

architect_engineer_certification_p01_r18

Notes8 notes · 4 labels

This crop is a notes/certification portion of a building drawing sheet. It contains signature identification text for the structural and geotechnical engineer and an owner 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

FGHI

Notes

  • 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
  • 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 · 5825 tokens · 15.1s

item · 3452 × 2223

Beam Column Joint

page 1 · beam_column_joint_p01_r07
Original
Beam Column Joint
{
  "view": "Detail",
  "objects": [
    {
      "name": "beam bar anchorage reinforcement",
      "tag": "",
      "shape": "bent bar",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Two anchorage sketches are visible: one at an external joint and one at an external joint in roof."
    },
    {
      "name": "column longitudinal reinforcement",
      "tag": "",
      "shape": "vertical bars with hooked bends at beam-column junction",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Shown in two beam-column joint reinforcement details."
    },
    {
      "name": "column links",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Closely spaced links are shown through the beam-column junction zones."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "vertical rectangular stirrups",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Shown extending from each beam-column joint."
    },
    {
      "name": "rectangular beam reinforcement section",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Support and span sections are shown."
    },
    {
      "name": "rectangular beam reinforcement section",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Support and span sections are shown."
    }
  ],
  "measurements": [
    {
      "label": "development/anchorage length",
      "value": "Ld + 10db",
      "unit": "",
      "appliesTo": "beam bar anchorage reinforcement"
    },
    {
      "label": "link zone length",
      "value": "750(10)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "link reinforcement",
      "value": "8Φ LINK @120",
      "unit": "C/C",
      "appliesTo": "column links"
    },
    {
      "label": "link reinforcement",
      "value": "8Φ LINK @150",
      "unit": "C/C",
      "appliesTo": "column links"
    },
    {
      "label": "development/anchorage length",
      "value": "Ld+10db",
      "unit": "",
      "appliesTo": "column longitudinal reinforcement"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "link reinforcement",
      "value": "Y8@150",
      "unit": "C/C",
      "appliesTo": "TB1"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "additional top reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "link reinforcement",
      "value": "Y8@150",
      "unit": "C/C",
      "appliesTo": "TB2"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "TB2"
    }
  ],
  "notes": [
    "(Ld = DEV. LENGTH OF BAR, db = DIA. OF BAR)",
    "END BEAM COLUMN JUNCTION"
  ],
  "labels": [
    "ANCHORAGE OF BEAM BAR IN AN EXTERNAL JOINT",
    "ANCHORAGE OF BEAM BAR IN AN EXTERNAL JOINT(IN ROOF)",
    "BEAM STIRRUPS",
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB1",
    "DETAIL OF TB2"
  ],
  "description": "This crop shows reinforced-concrete beam-to-column joint reinforcement and beam-bar anchorage details, including an external roof-joint anchorage sketch. It also includes 250 by 400 rectangular reinforcement sections for TB1 and TB2 at support and span locations; lower details are only partially visible at the crop boundary."
}

Beam Column Joint

done

beam_column_joint_p01_r07

Detail6 objects · 16 measurements · 2 notes · 7 labels

This crop shows reinforced-concrete beam-to-column joint reinforcement and beam-bar anchorage details, including an external roof-joint anchorage sketch. It also includes 250 by 400 rectangular reinforcement sections for TB1 and TB2 at support and span locations; lower details are only partially visible at the crop boundary.

Objects · 6

MarkObjectNo.ShapeMaterialNote
beam bar anchorage reinforcement2bent barreinforcement steelTwo anchorage sketches are visible: one at an external joint and one at an external joint in roof.
column longitudinal reinforcement2vertical bars with hooked bends at beam-column junctionreinforcement steelShown in two beam-column joint reinforcement details.
column links2rectangular closed linksreinforcement steelClosely spaced links are shown through the beam-column junction zones.
beam stirrups2vertical rectangular stirrupsreinforcement steelShown extending from each beam-column joint.
TB1rectangular beam reinforcement section2rectangularreinforced concreteSupport and span sections are shown.
TB2rectangular beam reinforcement section2rectangularreinforced concreteSupport and span sections are shown.

Measurements · 16

MeasurementValueUnitApplies to
development/anchorage lengthLd + 10dbbeam bar anchorage reinforcement
link zone length750(10)column links
link reinforcement8Φ LINK @120C/Ccolumn links
link reinforcement8Φ LINK @150C/Ccolumn links
development/anchorage lengthLd+10dbcolumn longitudinal reinforcement
section width250TB1
section depth400TB1
longitudinal reinforcement2-Y16(ALTh.)TB1
link reinforcementY8@150C/CTB1
section width250TB2
section depth400TB2
longitudinal reinforcement2-Y16(ALTh.)TB2
additional top reinforcement+2-Y16(EX.TOP)TB2
link reinforcementY8@150C/CTB2
scale1 : 25TB1
scale1 : 25TB2

Labels

ANCHORAGE OF BEAM BAR IN AN EXTERNAL JOINTANCHORAGE OF BEAM BAR IN AN EXTERNAL JOINT(IN ROOF)BEAM STIRRUPSSUPPORTSPANDETAIL OF TB1DETAIL OF TB2

Notes

  • (Ld = DEV. LENGTH OF BAR, db = DIA. OF BAR)
  • END BEAM COLUMN JUNCTION

openai/gpt-5.6-terra · 5359 tokens · 26.3s

item · 1337 × 2781

Beam Column Junction

page 1 · beam_column_junction_p01_r12
Original
Beam Column Junction
{
  "view": "Detail",
  "objects": [
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column shown through two beam-column junctions."
    },
    {
      "name": "end beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Beam frames into the right side of the column at the upper junction."
    },
    {
      "name": "continuous beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Beam passes through the column at the lower junction."
    },
    {
      "name": "column links",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "steel reinforcement",
      "count": null,
      "note": "Links are detailed at 120 C/C and 150 C/C in indicated column regions."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "rectangular closed stirrups",
      "material": "steel reinforcement",
      "count": null,
      "note": "Shown in both visible beams."
    },
    {
      "name": "beam and column reinforcement",
      "tag": "",
      "shape": "straight reinforcing bars",
      "material": "steel reinforcement",
      "count": null,
      "note": "Callout requires reinforcement to be continuous over the junction."
    }
  ],
  "measurements": [
    {
      "label": "column link spacing zone",
      "value": "750(10)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "link reinforcement and spacing",
      "value": "8⌀ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "column link spacing zone",
      "value": "750(10)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "link reinforcement and spacing",
      "value": "8⌀ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "link reinforcement and spacing",
      "value": "8⌀ LINK @150 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "column link spacing zone",
      "value": "750(10)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "link reinforcement and spacing",
      "value": "8⌀ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "column link spacing zone",
      "value": "750(10)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "link reinforcement and spacing",
      "value": "8⌀ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "link reinforcement and spacing",
      "value": "8⌀ LINK @150 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "development length",
      "value": "Ld+10db",
      "unit": "",
      "appliesTo": "column reinforcement"
    },
    {
      "label": "development length",
      "value": "Ld + 10db",
      "unit": "",
      "appliesTo": "column reinforcement"
    },
    {
      "label": "lap length",
      "value": "Ld + 10db",
      "unit": "",
      "appliesTo": "column reinforcement"
    },
    {
      "label": "link reinforcement and spacing",
      "value": "8⌀ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "link reinforcement and spacing",
      "value": "8⌀ LINK @150 C/C",
      "unit": "",
      "appliesTo": "column links"
    }
  ],
  "notes": [
    "END BEAM COLUMN JUNCTION",
    "8⌀ LINK @150 C/C FOR CONTINUOUS BEAM COLUMN JUNCTION",
    "BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION"
  ],
  "labels": [
    "(TYP)",
    "(LAP)",
    "EFFECTIVE LENGTH OF COLUMN (L)"
  ],
  "description": "This crop is a reinforcement detailing view of a vertical column at an upper end beam-column junction and a lower continuous beam-column junction. It shows column link confinement zones, beam stirrups, development/lap-length indications, and continuity of beam and column reinforcement through the junctions."
}

Beam Column Junction

done

beam_column_junction_p01_r12

Detail6 objects · 15 measurements · 3 notes · 3 labels

This crop is a reinforcement detailing view of a vertical column at an upper end beam-column junction and a lower continuous beam-column junction. It shows column link confinement zones, beam stirrups, development/lap-length indications, and continuity of beam and column reinforcement through the junctions.

Objects · 6

ObjectNo.ShapeMaterialNote
column1rectangularVertical column shown through two beam-column junctions.
end beam1rectangularBeam frames into the right side of the column at the upper junction.
continuous beam1rectangularBeam passes through the column at the lower junction.
column linksrectangular closed linkssteel reinforcementLinks are detailed at 120 C/C and 150 C/C in indicated column regions.
beam stirrupsrectangular closed stirrupssteel reinforcementShown in both visible beams.
beam and column reinforcementstraight reinforcing barssteel reinforcementCallout requires reinforcement to be continuous over the junction.

Measurements · 15

MeasurementValueApplies to
column link spacing zone750(10)column links
link reinforcement and spacing8⌀ LINK @120 C/Ccolumn links
column link spacing zone750(10)column links
link reinforcement and spacing8⌀ LINK @120 C/Ccolumn links
link reinforcement and spacing8⌀ LINK @150 C/Ccolumn links
column link spacing zone750(10)column links
link reinforcement and spacing8⌀ LINK @120 C/Ccolumn links
column link spacing zone750(10)column links
link reinforcement and spacing8⌀ LINK @120 C/Ccolumn links
link reinforcement and spacing8⌀ LINK @150 C/Ccolumn links
development lengthLd+10dbcolumn reinforcement
development lengthLd + 10dbcolumn reinforcement
lap lengthLd + 10dbcolumn reinforcement
link reinforcement and spacing8⌀ LINK @120 C/Ccolumn links
link reinforcement and spacing8⌀ LINK @150 C/Ccolumn links

Labels

(TYP)(LAP)EFFECTIVE LENGTH OF COLUMN (L)

Notes

  • END BEAM COLUMN JUNCTION
  • 8⌀ LINK @150 C/C FOR CONTINUOUS BEAM COLUMN JUNCTION
  • BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION

openai/gpt-5.6-terra · 4534 tokens · 16.4s

item · 1288 × 2774

Beam Column Junction

page 1 · beam_column_junction_p01_r13
Original
Beam Column Junction
{
  "view": "Detail",
  "objects": [
    {
      "name": "Column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical member shown continuous through two beam-column junctions."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beam frames into the column at the upper junction; beams frame into both sides at the lower junction."
    },
    {
      "name": "Transverse reinforcement",
      "tag": "",
      "shape": "rectangular closed ties",
      "material": "reinforcing steel",
      "count": null,
      "note": "Ties are shown along the column, with closer spacing indicated near beam-column junctions."
    },
    {
      "name": "Beam stirrups",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforcing steel",
      "count": 9,
      "note": "Three visible stirrups at the upper beam and six visible stirrups at the lower beam."
    },
    {
      "name": "Confined joint reinforcement",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Joint confinement is called out at the lower beam-column junction."
    }
  ],
  "measurements": [
    {
      "label": "dimension (parenthetical text illegible)",
      "value": "750",
      "unit": "",
      "appliesTo": "Transverse reinforcement"
    },
    {
      "label": "dimension (parenthetical text illegible)",
      "value": "750",
      "unit": "",
      "appliesTo": "Transverse reinforcement"
    },
    {
      "label": "dimension (parenthetical text illegible)",
      "value": "750",
      "unit": "",
      "appliesTo": "Transverse reinforcement"
    },
    {
      "label": "h1",
      "value": "h1",
      "unit": "",
      "appliesTo": "Column"
    },
    {
      "label": "SPLICE",
      "value": "SPLICE",
      "unit": "",
      "appliesTo": "Column"
    }
  ],
  "notes": [
    "CONFINED JOINT WITH BEAMS FRAMING INTO ALL FOUR SIDES CONFINING REINFORCEMENT"
  ],
  "labels": [
    "TRANSVERSE REINFORCEMENT"
  ],
  "description": "This crop is a reinforced-concrete beam-column junction detail showing a continuous vertical column with transverse reinforcement and two beam framing levels. Beam stirrups are called out at the beams, and the lower junction is identified as a confined joint where beams frame into all four sides."
}

Beam Column Junction

done

beam_column_junction_p01_r13

Detail5 objects · 5 measurements · 1 note · 1 label

This crop is a reinforced-concrete beam-column junction detail showing a continuous vertical column with transverse reinforcement and two beam framing levels. Beam stirrups are called out at the beams, and the lower junction is identified as a confined joint where beams frame into all four sides.

Objects · 5

ObjectNo.ShapeMaterialNote
Column1rectangularVertical member shown continuous through two beam-column junctions.
Beam2rectangularOne beam frames into the column at the upper junction; beams frame into both sides at the lower junction.
Transverse reinforcementrectangular closed tiesreinforcing steelTies are shown along the column, with closer spacing indicated near beam-column junctions.
Beam stirrups9rectangularreinforcing steelThree visible stirrups at the upper beam and six visible stirrups at the lower beam.
Confined joint reinforcement1rectangularreinforcing steelJoint confinement is called out at the lower beam-column junction.

Measurements · 5

MeasurementValueApplies to
dimension (parenthetical text illegible)750Transverse reinforcement
dimension (parenthetical text illegible)750Transverse reinforcement
dimension (parenthetical text illegible)750Transverse reinforcement
h1h1Column
SPLICESPLICEColumn

Labels

TRANSVERSE REINFORCEMENT

Notes

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

openai/gpt-5.6-terra · 4156 tokens · 13.5s

item · 2432 × 2910

Beam Framing Scr Roof

page 1 · beam_framing_scr_roof_p01_r25
Original
Beam Framing Scr Roof
{
  "view": "Plan",
  "objects": [
    {
      "name": "roof beam",
      "tag": "FB1",
      "shape": "straight rectangular beam lines",
      "material": "",
      "count": null,
      "note": "Repeated throughout the SCR and partial LMR roof beam layouts."
    },
    {
      "name": "roof beam",
      "tag": "FB2",
      "shape": "straight rectangular beam lines",
      "material": "",
      "count": null,
      "note": "Visible in the partial LMR roof beam layout."
    },
    {
      "name": "roof beam",
      "tag": "FB3",
      "shape": "straight rectangular beam lines",
      "material": "",
      "count": null,
      "note": "Visible at the right side of the partial LMR roof beam layout."
    },
    {
      "name": "roof beam",
      "tag": "FB4",
      "shape": "straight rectangular beam lines",
      "material": "",
      "count": null,
      "note": "Visible in both layouts."
    },
    {
      "name": "roof beam",
      "tag": "FB5",
      "shape": "straight rectangular beam lines",
      "material": "",
      "count": null,
      "note": "Visible in the partial LMR roof beam layout."
    },
    {
      "name": "beam support / column block",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Dark filled rectangular blocks occur at beam intersections and ends."
    },
    {
      "name": "slab panel",
      "tag": "SI",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": null,
      "note": "Circular SI marks are shown within roof framing bays."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Visible in the partial LMR roof beam layout."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Visible in the partial LMR roof beam layout."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Visible in the partial LMR roof beam layout."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel treads",
      "material": "",
      "count": 1,
      "note": "Visible adjacent to the HALF LANDING BEAM callout."
    }
  ],
  "measurements": [
    {
      "label": "vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "2025",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "TOP OF BEAM (+)",
      "value": "16.650",
      "unit": "M",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "SCALE",
      "value": "1:100",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "165",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "1525",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "1207",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "diagonal dimension",
      "value": "1552",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    },
    {
      "label": "partial dimension",
      "value": "40",
      "unit": "",
      "appliesTo": "partial LMR roof beam layout"
    }
  ],
  "notes": [
    "(UP STANDING)",
    "HALF LANDING BEAM"
  ],
  "labels": [
    "SCR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 16.650M",
    "SCALE - 1:100",
    "LMR ROOF BEA...",
    "TOP OF BEAM",
    "SCALE -",
    "N",
    "A",
    "B",
    "C",
    "D",
    "F",
    "G",
    "1",
    "2",
    "3",
    "4",
    "5",
    "8",
    "7"
  ],
  "description": "This crop shows the SCR ROOF BEAM LAYOUT in plan, including FB1 and FB4 framing, support blocks, slab-panel marks, grid references, dimensions, and a north symbol. It also includes a larger but incomplete portion of the LMR roof beam layout, showing FB1 through FB5 framing, slab-panel marks, a stair flight, and the HALF LANDING BEAM area; the LMR drawing continues beyond the crop."
}

Beam Framing Scr Roof

done

beam_framing_scr_roof_p01_r25

Plan11 objects · 33 measurements · 2 notes · 20 labels

This crop shows the SCR ROOF BEAM LAYOUT in plan, including FB1 and FB4 framing, support blocks, slab-panel marks, grid references, dimensions, and a north symbol. It also includes a larger but incomplete portion of the LMR roof beam layout, showing FB1 through FB5 framing, slab-panel marks, a stair flight, and the HALF LANDING BEAM area; the LMR drawing continues beyond the crop.

Objects · 11

MarkObjectNo.ShapeNote
FB1roof beamstraight rectangular beam linesRepeated throughout the SCR and partial LMR roof beam layouts.
FB2roof beamstraight rectangular beam linesVisible in the partial LMR roof beam layout.
FB3roof beamstraight rectangular beam linesVisible at the right side of the partial LMR roof beam layout.
FB4roof beamstraight rectangular beam linesVisible in both layouts.
FB5roof beamstraight rectangular beam linesVisible in the partial LMR roof beam layout.
beam support / column blockrectangularDark filled rectangular blocks occur at beam intersections and ends.
SIslab panelrectangular and irregular panelsCircular SI marks are shown within roof framing bays.
S2slab panel1rectangularVisible in the partial LMR roof beam layout.
S3slab panel2rectangularVisible in the partial LMR roof beam layout.
S4slab panel3rectangularVisible in the partial LMR roof beam layout.
stair flight1rectangular flight with parallel treadsVisible adjacent to the HALF LANDING BEAM callout.

Measurements · 33

MeasurementValueUnitApplies to
vertical dimension1237
vertical dimension1950SCR roof beam layout
vertical dimension625SCR roof beam layout
vertical dimension2650SCR roof beam layout
horizontal dimension625SCR roof beam layout
horizontal dimension3575SCR roof beam layout
horizontal dimension2025SCR roof beam layout
horizontal dimension625SCR roof beam layout
TOP OF BEAM (+)16.650MSCR roof beam layout
SCALE1:100SCR roof beam layout
horizontal dimension165partial LMR roof beam layout
vertical dimension1950partial LMR roof beam layout
horizontal dimension3950partial LMR roof beam layout
horizontal dimension1650partial LMR roof beam layout
horizontal dimension4500partial LMR roof beam layout
horizontal dimension3625partial LMR roof beam layout
horizontal dimension1625partial LMR roof beam layout
horizontal dimension225partial LMR roof beam layout
vertical dimension3400partial LMR roof beam layout
vertical dimension125partial LMR roof beam layout
vertical dimension1600partial LMR roof beam layout
vertical dimension1800partial LMR roof beam layout
vertical dimension1950partial LMR roof beam layout
vertical dimension2650partial LMR roof beam layout
vertical dimension1525partial LMR roof beam layout
vertical dimension2965partial LMR roof beam layout
vertical dimension3215partial LMR roof beam layout
vertical dimension225partial LMR roof beam layout
horizontal dimension1400partial LMR roof beam layout
horizontal dimension740partial LMR roof beam layout
vertical dimension1207partial LMR roof beam layout
diagonal dimension1552partial LMR roof beam layout
partial dimension40partial LMR roof beam layout

Labels

SCR ROOF BEAM LAYOUTTOP OF BEAM (+) 16.650MSCALE - 1:100LMR ROOF BEA...TOP OF BEAMSCALE -NABCDFG1234587

Notes

  • (UP STANDING)
  • HALF LANDING BEAM

openai/gpt-5.6-terra · 7640 tokens · 30.6s

item · 2521 × 2371

Beam Layout

page 1 · beam_layout_p01_r19
Original
Beam Layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "Foundation beam",
      "tag": "FB1",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are shown, including orthogonal and diagonal runs."
    },
    {
      "name": "Foundation beam",
      "tag": "FB2",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are shown."
    },
    {
      "name": "Foundation beam",
      "tag": "FB3",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Shown at the upper-right portion of the crop."
    },
    {
      "name": "Foundation beam",
      "tag": "FB4",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Shown around the small internal bays and near the half landing."
    },
    {
      "name": "Foundation beam",
      "tag": "FB5",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Shown in the central-right portion of the crop."
    },
    {
      "name": "Foundation/support point",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "Solid dark square support symbols occur at foundation-beam intersections and ends."
    },
    {
      "name": "Element marked SI",
      "tag": "SI",
      "shape": "circular callout",
      "material": "",
      "count": null,
      "note": "Repeated within foundation-beam bays."
    },
    {
      "name": "Element marked S3",
      "tag": "S3",
      "shape": "circular callout",
      "material": "",
      "count": null,
      "note": "Repeated at several perimeter and diagonal-bay locations."
    },
    {
      "name": "Element marked S4",
      "tag": "S4",
      "shape": "circular callout",
      "material": "",
      "count": null,
      "note": "Shown in several bays."
    },
    {
      "name": "Half landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Located beside the stair/landing opening."
    },
    {
      "name": "Stair flight",
      "tag": "",
      "shape": "rectangular stepped flight",
      "material": "",
      "count": 1,
      "note": "Parallel tread lines are shown below the half landing beam."
    }
  ],
  "measurements": [
    {
      "label": "Horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A to C"
    },
    {
      "label": "Horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C to D"
    },
    {
      "label": "Horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D to F"
    },
    {
      "label": "Horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to G"
    },
    {
      "label": "Horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": "Grid G to right-hand extension"
    },
    {
      "label": "Horizontal offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Near grid F"
    },
    {
      "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 6"
    },
    {
      "label": "Vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "Grid 6 to 9"
    },
    {
      "label": "Vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "Right-hand upper dimension chain"
    },
    {
      "label": "Vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "Right-hand dimension chain"
    },
    {
      "label": "Vertical offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Right-hand projection"
    },
    {
      "label": "Horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Right-hand projection"
    },
    {
      "label": "Horizontal offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Right-hand projection"
    },
    {
      "label": "Vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "Right-hand lower dimension chain"
    },
    {
      "label": "Vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "Right-hand lower dimension chain"
    },
    {
      "label": "Vertical dimension",
      "value": "237",
      "unit": "",
      "appliesTo": "Lower-right dimension chain; printed value may be partial"
    },
    {
      "label": "Vertical dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "Central FB1/FB5 bay"
    },
    {
      "label": "Vertical dimension",
      "value": "370",
      "unit": "",
      "appliesTo": "Central FB5 bay"
    },
    {
      "label": "Horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "Half landing/stair opening"
    },
    {
      "label": "Horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Half landing/stair opening"
    },
    {
      "label": "Diagonal dimension",
      "value": "2557",
      "unit": "",
      "appliesTo": "Diagonal FB1 run"
    },
    {
      "label": "Diagonal dimension",
      "value": "1727",
      "unit": "",
      "appliesTo": "Diagonal lower-right dimension line"
    },
    {
      "label": "Diagonal dimension",
      "value": "4145",
      "unit": "",
      "appliesTo": "Diagonal lower-right dimension line"
    },
    {
      "label": "Diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Diagonal lower dimension line"
    },
    {
      "label": "Diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Diagonal lower dimension line"
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "C",
    "D",
    "F",
    "G",
    "1",
    "2",
    "3",
    "4",
    "6",
    "9",
    "E'",
    "F'",
    "G'",
    "HALF LANDING BEAM",
    "N"
  ],
  "description": "This crop is a structural foundation/beam layout plan arranged on lettered and numbered grid lines. It shows foundation beams identified FB1 through FB5 connecting square support points, with SI, S3, and S4 callouts in the bays; a stair and half landing beam occur in the left-central area. The lower-right portion includes diagonal FB1 runs and angled grid/dimension geometry."
}

Beam Layout

done

beam_layout_p01_r19

Plan11 objects · 28 measurements · 16 labels

This crop is a structural foundation/beam layout plan arranged on lettered and numbered grid lines. It shows foundation beams identified FB1 through FB5 connecting square support points, with SI, S3, and S4 callouts in the bays; a stair and half landing beam occur in the left-central area. The lower-right portion includes diagonal FB1 runs and angled grid/dimension geometry.

Objects · 11

MarkObjectNo.ShapeNote
FB1Foundation beamlinear rectangularMultiple beam runs are shown, including orthogonal and diagonal runs.
FB2Foundation beamlinear rectangularMultiple beam runs are shown.
FB3Foundation beamlinear rectangularShown at the upper-right portion of the crop.
FB4Foundation beamlinear rectangularShown around the small internal bays and near the half landing.
FB5Foundation beamlinear rectangularShown in the central-right portion of the crop.
Foundation/support pointsquareSolid dark square support symbols occur at foundation-beam intersections and ends.
SIElement marked SIcircular calloutRepeated within foundation-beam bays.
S3Element marked S3circular calloutRepeated at several perimeter and diagonal-bay locations.
S4Element marked S4circular calloutShown in several bays.
Half landing beam1rectangularLocated beside the stair/landing opening.
Stair flight1rectangular stepped flightParallel tread lines are shown below the half landing beam.

Measurements · 28

MeasurementValueApplies to
Horizontal dimension3950Grid A to C
Horizontal dimension1650Grid C to D
Horizontal dimension4500Grid D to F
Horizontal dimension3625Grid F to G
Horizontal dimension1625Grid G to right-hand extension
Horizontal offset225Near grid F
Vertical dimension3400Grid 1 to 2
Vertical dimension1950Grid 2 to 3
Vertical dimension2650Grid 3 to 4
Vertical dimension2965Grid 4 to 6
Vertical dimension4125Grid 6 to 9
Vertical dimension3215Right-hand upper dimension chain
Vertical dimension5350Right-hand dimension chain
Vertical offset225Right-hand projection
Horizontal dimension1400Right-hand projection
Horizontal offset225Right-hand projection
Vertical dimension4123Right-hand lower dimension chain
Vertical dimension2057Right-hand lower dimension chain
Vertical dimension237Lower-right dimension chain; printed value may be partial
Vertical dimension1300Central FB1/FB5 bay
Vertical dimension370Central FB5 bay
Horizontal dimension740Half landing/stair opening
Horizontal dimension1400Half landing/stair opening
Diagonal dimension2557Diagonal FB1 run
Diagonal dimension1727Diagonal lower-right dimension line
Diagonal dimension4145Diagonal lower-right dimension line
Diagonal dimension2554Diagonal lower dimension line
Diagonal dimension4903Diagonal lower dimension line

Labels

ACDFG123469E'F'G'HALF LANDING BEAMN

openai/gpt-5.6-terra · 7439 tokens · 26.6s

item · 2262 × 2161

Beam Layout

page 1 · beam_layout_p01_r20
Original
Beam Layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "linear rectangular beam runs, including one diagonal run",
      "material": "",
      "count": null,
      "note": "Multiple FB1 runs are shown throughout the crop."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "linear rectangular beam runs",
      "material": "",
      "count": null,
      "note": "Shown at the upper-left bay and around the grid 2 to 4 area."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "linear rectangular beam run",
      "material": "",
      "count": null,
      "note": "Shown adjacent to the half landing beam area."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "linear rectangular beam runs",
      "material": "",
      "count": null,
      "note": "Shown on the right-hand vertical line."
    },
    {
      "name": "support block",
      "tag": "",
      "shape": "solid rectangular",
      "material": "",
      "count": null,
      "note": "Dark filled rectangular blocks occur at beam intersections and line ends."
    },
    {
      "name": "slab/area designation",
      "tag": "S1",
      "shape": "area within beam layout",
      "material": "",
      "count": 8,
      "note": "Tag appears as circled S1 in several bays."
    },
    {
      "name": "slab/area designation",
      "tag": "S2",
      "shape": "area within beam layout",
      "material": "",
      "count": 1,
      "note": "Circled S2 at the upper-right bay."
    },
    {
      "name": "slab/area designation",
      "tag": "S4",
      "shape": "area within beam layout",
      "material": "",
      "count": 2,
      "note": "Circled S4 at the half landing beam vicinity."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "A rectangular element with closely spaced transverse lines is labelled HALF LANDING BEAM."
    },
    {
      "name": "triangular filled element",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Filled triangular shape extends from the support-block area near grid C/2–D/2."
    }
  ],
  "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 offset",
      "value": "225",
      "unit": "",
      "appliesTo": "at grid F"
    },
    {
      "label": "vertical grid dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "between grids 1 and 2"
    },
    {
      "label": "vertical grid dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "between grids 2 and 3"
    },
    {
      "label": "vertical grid dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "between grids 3 and 4"
    },
    {
      "label": "vertical grid dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "between grids 4 and 6"
    },
    {
      "label": "vertical grid dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "between grids 6 and 9"
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "near grid C/4"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "near grid D/4"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "lower diagonal grid line; partially shown"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "between grids E' and F'"
    },
    {
      "label": "diagonal offset",
      "value": "251",
      "unit": "",
      "appliesTo": "at grid F'"
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "C",
    "D",
    "F",
    "1",
    "2",
    "3",
    "4",
    "6",
    "9",
    "E'",
    "F'",
    "HALF LANDING BEAM",
    "N"
  ],
  "description": "This crop is a structural foundation-beam layout plan on a gridded arrangement. It shows foundation beams identified as FB1, FB2, FB4 and FB5, support blocks at intersections, slab/area tags, and a half landing beam. The layout continues beyond the crop, including a diagonal beam/grid arrangement at the lower right."
}

Beam Layout

done

beam_layout_p01_r20

Plan10 objects · 14 measurements · 14 labels

This crop is a structural foundation-beam layout plan on a gridded arrangement. It shows foundation beams identified as FB1, FB2, FB4 and FB5, support blocks at intersections, slab/area tags, and a half landing beam. The layout continues beyond the crop, including a diagonal beam/grid arrangement at the lower right.

Objects · 10

MarkObjectNo.ShapeNote
FB1foundation beamlinear rectangular beam runs, including one diagonal runMultiple FB1 runs are shown throughout the crop.
FB2foundation beamlinear rectangular beam runsShown at the upper-left bay and around the grid 2 to 4 area.
FB4foundation beamlinear rectangular beam runShown adjacent to the half landing beam area.
FB5foundation beamlinear rectangular beam runsShown on the right-hand vertical line.
support blocksolid rectangularDark filled rectangular blocks occur at beam intersections and line ends.
S1slab/area designation8area within beam layoutTag appears as circled S1 in several bays.
S2slab/area designation1area within beam layoutCircled S2 at the upper-right bay.
S4slab/area designation2area within beam layoutCircled S4 at the half landing beam vicinity.
half landing beam1rectangularA rectangular element with closely spaced transverse lines is labelled HALF LANDING BEAM.
triangular filled element1triangularFilled triangular shape extends from the support-block area near grid C/2–D/2.

Measurements · 14

MeasurementValueApplies to
horizontal grid dimension3950between grids A and C
horizontal grid dimension1650between grids C and D
horizontal grid dimension4500between grids D and F
horizontal offset225at grid F
vertical grid dimension3400between grids 1 and 2
vertical grid dimension1950between grids 2 and 3
vertical grid dimension2650between grids 3 and 4
vertical grid dimension2965between grids 4 and 6
vertical grid dimension4125between grids 6 and 9
horizontal dimension740near grid C/4
horizontal dimension1400near grid D/4
diagonal dimension4903lower diagonal grid line; partially shown
diagonal dimension2554between grids E' and F'
diagonal offset251at grid F'

Labels

ACDF123469E'F'HALF LANDING BEAMN

openai/gpt-5.6-terra · 7025 tokens · 18.8s

item · 5867 × 2236

Beam Reinforcement

page 1 · beam_reinforcement_p01_r06
Original
Beam Reinforcement
{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular, with stepped end profiles",
      "material": "",
      "count": 1,
      "note": "Typical reinforcement detail shown in elevation/longitudinal view."
    },
    {
      "name": "beam longitudinal reinforcement",
      "tag": "(F), (T), (E), (DL)",
      "shape": "straight bars with bent/cranked ends as drawn",
      "material": "steel",
      "count": null,
      "note": "Bar marks are shown at reinforcement locations."
    },
    {
      "name": "beam stirrups / links",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "steel",
      "count": null,
      "note": "Repeated links are shown along the beam length."
    },
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular masonry wall",
      "material": "brick",
      "count": 2,
      "note": "Only partial lower-detail walls are visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-Y16",
      "shape": "straight vertical bar",
      "material": "steel",
      "count": 2,
      "note": "Visible in the partial lower-right detail."
    }
  ],
  "measurements": [
    {
      "label": "beam end length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam end length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "level / height criterion",
      "value": "CL1 + 300",
      "unit": "mm",
      "appliesTo": "beam"
    },
    {
      "label": "length criterion",
      "value": "0.25 L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "maximum spacing",
      "value": "50",
      "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": "Ld + 10 db",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "development length",
      "value": "Ld + 10 db",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "partial lower-left reinforcement detail"
    },
    {
      "label": "reinforcement spacing",
      "value": "R8@150 C/C",
      "unit": "",
      "appliesTo": "partial lower-left reinforcement detail"
    },
    {
      "label": "reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "partial lower-left reinforcement detail"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "existing ground level",
      "value": "(+) 0.000",
      "unit": "M",
      "appliesTo": "E.G.L"
    },
    {
      "label": "top of pile cap elevation",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "partial lower-right detail"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "partial lower-right detail"
    },
    {
      "label": "reinforcement",
      "value": "1-Y16",
      "unit": "",
      "appliesTo": "partial lower-right detail"
    },
    {
      "label": "reinforcement",
      "value": "1-Y16",
      "unit": "",
      "appliesTo": "partial lower-right detail"
    }
  ],
  "notes": [
    "(CL1 + 300mm) OR 0.25 L1 (WHICH EVER IS HIGH)"
  ],
  "labels": [
    "CANTILEVER",
    "CL1",
    "ST1",
    "ST2",
    "L1",
    "L2",
    "TYPICAL REINFORCEMENT DETAILS OF BEAM",
    "SCALE - N.T.S.",
    "BRICK WALL",
    "P.L.",
    "E.G.L",
    "TOP OF PILE CAP",
    "PROPOSED PARKING +G+",
    "BUILDING AT P...",
    "PLOT NO. - 281, SECTOR ...",
    "CERTIFICATE OF ARCHITECT & ENGINEER",
    "CERTIFIED THAT THE PLAN HAS BEEN DE...",
    "ACCORDING TO THE PROVISIONS OF TH...",
    "(BUILDING) RULES, 2007."
  ],
  "description": "The crop principally shows a typical longitudinal reinforcement detail of a beam, including cantilever/end zones, reinforcement marks, link zones, and dimensioned length references L1 and L2. Partial lower details show brick walls and a pile-cap-related elevation/reinforcement detail; these are cut off at the bottom and left edges. A partial title-block and certification text are also visible at the right."
}

Beam Reinforcement

done

beam_reinforcement_p01_r06

Detail5 objects · 22 measurements · 1 note · 19 labels

The crop principally shows a typical longitudinal reinforcement detail of a beam, including cantilever/end zones, reinforcement marks, link zones, and dimensioned length references L1 and L2. Partial lower details show brick walls and a pile-cap-related elevation/reinforcement detail; these are cut off at the bottom and left edges. A partial title-block and certification text are also visible at the right.

Objects · 5

MarkObjectNo.ShapeMaterialNote
beam1rectangular, with stepped end profilesTypical reinforcement detail shown in elevation/longitudinal view.
(F), (T), (E), (DL)beam longitudinal reinforcementstraight bars with bent/cranked ends as drawnsteelBar marks are shown at reinforcement locations.
beam stirrups / linksrectangular closed linkssteelRepeated links are shown along the beam length.
brick wall2rectangular masonry wallbrickOnly partial lower-detail walls are visible.
1-Y16reinforcement bar2straight vertical barsteelVisible in the partial lower-right detail.

Measurements · 22

MeasurementValueUnitApplies to
beam end length0.1L2beam
beam end length0.15L2beam
level / height criterionCL1 + 300mmbeam
length criterion0.25 L1beam
maximum spacing50beam reinforcement
beam length0.25L1beam
beam length0.15L1beam
beam length0.25L2beam
beam length0.15L2beam
beam end length0.1L2beam
development lengthLd + 10 dbbeam reinforcement
development lengthLd + 10 dbbeam reinforcement
reinforcement2-Y16(ALTH.)partial lower-left reinforcement detail
reinforcement spacingR8@150 C/Cpartial lower-left reinforcement detail
reinforcement2-Y16(ALTH.)partial lower-left reinforcement detail
vertical dimension600partial lower detail
existing ground level(+) 0.000ME.G.L
top of pile cap elevation(-) 0.600Mpile cap
vertical dimension600partial lower-right detail
vertical dimension1500partial lower-right detail
reinforcement1-Y16partial lower-right detail
reinforcement1-Y16partial lower-right detail

Labels

CANTILEVERCL1ST1ST2L1L2TYPICAL REINFORCEMENT DETAILS OF BEAMSCALE - N.T.S.BRICK WALLP.L.E.G.LTOP OF PILE CAPPROPOSED PARKING +G+BUILDING AT P...PLOT NO. - 281, SECTOR ...CERTIFICATE OF ARCHITECT & ENGINEERCERTIFIED THAT THE PLAN HAS BEEN DE...ACCORDING TO THE PROVISIONS OF TH...(BUILDING) RULES, 2007.

Notes

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

openai/gpt-5.6-terra · 4808 tokens · 22.3s

item · 3324 × 3550

Column And Tie Beam Reinforcement Schedules

page 1 · column_and_tie_beam_reinforcement_schedules_p01_r04
Original
Column And Tie Beam Reinforcement Schedules
{
  "view": "Schedule",
  "objects": [
    {
      "name": "Column",
      "tag": "C1,C4,C8,C9,C13,C20",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Column size shown as B X D, 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 size shown as B X D, 300 X 500."
    },
    {
      "name": "Column",
      "tag": "C10,C14,C17",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Column size shown as B X D, 300 X 500."
    },
    {
      "name": "Column",
      "tag": "C5,C6",
      "shape": "square",
      "material": "",
      "count": 2,
      "note": "Column size shown as B X D, 250 X 250."
    },
    {
      "name": "Stirrup",
      "tag": "",
      "shape": "rectangular with internal tie/link",
      "material": "",
      "count": null,
      "note": "Stirrup detail is shown at right of column schedule."
    },
    {
      "name": "Tie beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only the heading and part of the schedule are visible."
    }
  ],
  "measurements": [
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SCHEDULE OF COLUMNS"
    },
    {
      "label": "Column size B",
      "value": "300",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column size D",
      "value": "500",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Foundation to 1st floor reinforcement",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "2nd floor to above roof reinforcement",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Near junction stirrups",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Rest portion stirrups",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column size B",
      "value": "300",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column size D",
      "value": "500",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Foundation to 1st floor reinforcement",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "2nd floor to above roof reinforcement",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Near junction stirrups",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Rest portion stirrups",
      "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",
      "value": "300",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column size D",
      "value": "500",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Foundation to 1st floor reinforcement",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "2nd floor to above roof reinforcement",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Near junction stirrups",
      "value": "1-LINK 2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Rest portion stirrups",
      "value": "1-LINK 2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column size B",
      "value": "250",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column size D",
      "value": "250",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Foundation to 1st floor reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "2nd floor to above roof reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Near junction stirrups",
      "value": "1-TIE Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Rest portion stirrups",
      "value": "1-TIE Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C5,C6"
    }
  ],
  "notes": [
    "(d = DIA OF STIRRUP BAR)"
  ],
  "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",
    "SCHEDULE OF TIE BEAMS",
    "BEAM MKD.",
    "SIZE (MM)",
    "REINFORCEMENT",
    "SUPPORT",
    "SPAN",
    "TOP",
    "BOTTOM",
    "STIRRUP",
    "(B)",
    "(D)"
  ],
  "description": "This crop shows a schedule of rectangular column reinforcement arrangements, including four column-mark groups, section sizes, longitudinal bars, and near-junction/rest-portion stirrup spacing. A stirrup detail is shown to the right, and the upper header plus a partial lower portion of the tie-beam schedule are visible at the bottom."
}

Column And Tie Beam Reinforcement Schedules

done

column_and_tie_beam_reinforcement_schedules_p01_r04

Schedule6 objects · 25 measurements · 1 note · 21 labels

This crop shows a schedule of rectangular column reinforcement arrangements, including four column-mark groups, section sizes, longitudinal bars, and near-junction/rest-portion stirrup spacing. A stirrup detail is shown to the right, and the upper header plus a partial lower portion of the tie-beam schedule are visible at the bottom.

Objects · 6

MarkObjectNo.ShapeNote
C1,C4,C8,C9,C13,C20Column6rectangularColumn size shown as B X D, 300 X 500.
C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21Column12rectangularColumn size shown as B X D, 300 X 500.
C10,C14,C17Column3rectangularColumn size shown as B X D, 300 X 500.
C5,C6Column2squareColumn size shown as B X D, 250 X 250.
Stirruprectangular with internal tie/linkStirrup detail is shown at right of column schedule.
Tie beamOnly the heading and part of the schedule are visible.

Measurements · 25

MeasurementValueApplies to
Scale1:25SCHEDULE OF COLUMNS
Column size B300C1,C4,C8,C9,C13,C20
Column size D500C1,C4,C8,C9,C13,C20
Foundation to 1st floor reinforcement4-Y20 +4-Y16C1,C4,C8,C9,C13,C20
2nd floor to above roof reinforcement4-Y20 +4-Y16C1,C4,C8,C9,C13,C20
Near junction stirrups2-TIES Y8 @100 C/CC1,C4,C8,C9,C13,C20
Rest portion stirrups2-TIES Y8 @200 C/CC1,C4,C8,C9,C13,C20
Column size B300C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column size D500C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Foundation to 1st floor reinforcement8-Y20C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
2nd floor to above roof reinforcement8-Y20C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Near junction stirrups2-TIES Y8 @100 C/CC2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Rest portion stirrups2-TIES Y8 @200 C/CC2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column size B300C10,C14,C17
Column size D500C10,C14,C17
Foundation to 1st floor reinforcement10-Y20C10,C14,C17
2nd floor to above roof reinforcement10-Y20C10,C14,C17
Near junction stirrups1-LINK 2-TIES Y8 @100 C/CC10,C14,C17
Rest portion stirrups1-LINK 2-TIES Y8 @200 C/CC10,C14,C17
Column size B250C5,C6
Column size D250C5,C6
Foundation to 1st floor reinforcement4-Y16C5,C6
2nd floor to above roof reinforcement4-Y16C5,C6
Near junction stirrups1-TIE Y8 @100 C/CC5,C6
Rest portion stirrups1-TIE Y8 @200 C/CC5,C6

Labels

SCHEDULE OF COLUMNS (SCALE - 1:25)COLUMN MARKEDCOLUMN NOS.COLUMN SIZEFOUNDATION TO 1ST FLOOR2ND FLOOR TO ABOVE ROOFSTIRRUP ARRANGEMENT & SPACINGNEAR JUNCTIONREST PORTIONSTIRRUP DETAILSCHEDULE OF TIE BEAMSBEAM MKD.SIZE (MM)REINFORCEMENTSUPPORTSPANTOPBOTTOMSTIRRUP(B)(D)

Notes

  • (d = DIA OF STIRRUP BAR)

openai/gpt-5.6-terra · 7600 tokens · 22.7s

item · 2705 × 3618

Columns

page 1 · columns_p01_r29
Original
Columns
{
  "view": "Plan",
  "objects": [
    {
      "name": "Columns",
      "tag": "C1–C21",
      "shape": "rectangular; C18 and C19 are rotated rectangular",
      "material": "",
      "count": 21,
      "note": "Individual column marks C1 through C21 are shown."
    },
    {
      "name": "Gate",
      "tag": "",
      "shape": "swing gate, curved opening arcs shown",
      "material": "",
      "count": 1,
      "note": "Located along the right-hand boundary."
    }
  ],
  "measurements": [
    {
      "label": "Grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Between grids A and C"
    },
    {
      "label": "Grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Between grids C and D"
    },
    {
      "label": "Grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Between grids D and F"
    },
    {
      "label": "Grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Between grids F and G"
    },
    {
      "label": "Grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "Between grids A and B"
    },
    {
      "label": "Grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "Between grids B and E"
    },
    {
      "label": "Grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "Between grids E and F"
    },
    {
      "label": "Grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Between grids F and G"
    },
    {
      "label": "Grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Between grids 1 and 2"
    },
    {
      "label": "Grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "Between grids 2 and 3"
    },
    {
      "label": "Grid spacing",
      "value": "2250",
      "unit": "",
      "appliesTo": "Between grids 3 and 4"
    },
    {
      "label": "Grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Between grids 4 and 6"
    },
    {
      "label": "Grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "Between grids 6 and 9"
    },
    {
      "label": "Vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "Right-hand boundary dimension"
    },
    {
      "label": "Vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "Right-hand boundary dimension"
    },
    {
      "label": "Vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "Right-hand boundary dimension"
    },
    {
      "label": "Vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "Right-hand boundary dimension"
    },
    {
      "label": "Dimension",
      "value": "4005",
      "unit": "",
      "appliesTo": "Upper left extent"
    },
    {
      "label": "Dimension",
      "value": "2063",
      "unit": "",
      "appliesTo": "Upper right extent"
    },
    {
      "label": "Dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "At C1 / grid A"
    },
    {
      "label": "Dimension",
      "value": "3701",
      "unit": "",
      "appliesTo": "At C4 to gate line"
    },
    {
      "label": "Dimension",
      "value": "2362",
      "unit": "",
      "appliesTo": "At C15 to right-hand boundary"
    },
    {
      "label": "Dimension",
      "value": "2975",
      "unit": "",
      "appliesTo": "At C15"
    },
    {
      "label": "Dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "Diagonal dimension"
    },
    {
      "label": "Dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Diagonal dimension"
    },
    {
      "label": "Dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Diagonal dimension"
    },
    {
      "label": "Dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "At C20 / grid A"
    },
    {
      "label": "Dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "At C20"
    },
    {
      "label": "Dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "At C21"
    },
    {
      "label": "Dimension",
      "value": "51",
      "unit": "",
      "appliesTo": "At C21"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C1"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C1"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C2"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C2"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C3"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C3"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C4"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C4"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C5"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C5"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C6"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C6"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C7"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C7"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C8"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C8"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C9"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C9"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C10"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C10"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C11"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C11"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C12"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C12"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C13"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C13"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C14"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C14"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C15"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C15"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C16"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C16"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C17"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C17"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C18"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C18"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C19"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C19"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C20"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C20"
    },
    {
      "label": "Dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C21"
    },
    {
      "label": "Dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C21"
    },
    {
      "label": "Scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "COLUMN LAYOUT"
    }
  ],
  "notes": [],
  "labels": [
    "COLUMN LAYOUT",
    "SCALE - 1:100",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "1",
    "2",
    "3",
    "4",
    "6",
    "9",
    "9'",
    "B'",
    "E'",
    "F'",
    "G'",
    "N"
  ],
  "description": "This crop is a column layout plan showing 21 marked column locations, C1 through C21, set out on lettered and numbered gridlines. It also shows perimeter/set-out dimensions, diagonal grid geometry at the lower portion of the plan, a north symbol, and a swing gate at the right-hand boundary."
}

Columns

done

columns_p01_r29

Plan2 objects · 73 measurements · 21 labels

This crop is a column layout plan showing 21 marked column locations, C1 through C21, set out on lettered and numbered gridlines. It also shows perimeter/set-out dimensions, diagonal grid geometry at the lower portion of the plan, a north symbol, and a swing gate at the right-hand boundary.

Objects · 2

MarkObjectNo.ShapeNote
C1–C21Columns21rectangular; C18 and C19 are rotated rectangularIndividual column marks C1 through C21 are shown.
Gate1swing gate, curved opening arcs shownLocated along the right-hand boundary.

Measurements · 73

MeasurementValueApplies to
Grid spacing3950Between grids A and C
Grid spacing1650Between grids C and D
Grid spacing4500Between grids D and F
Grid spacing3625Between grids F and G
Grid spacing3575Between grids A and B
Grid spacing4290Between grids B and E
Grid spacing2235Between grids E and F
Grid spacing3625Between grids F and G
Grid spacing3400Between grids 1 and 2
Grid spacing1950Between grids 2 and 3
Grid spacing2250Between grids 3 and 4
Grid spacing2965Between grids 4 and 6
Grid spacing4125Between grids 6 and 9
Vertical dimension5350Right-hand boundary dimension
Vertical dimension4123Right-hand boundary dimension
Vertical dimension2057Right-hand boundary dimension
Vertical dimension1237Right-hand boundary dimension
Dimension4005Upper left extent
Dimension2063Upper right extent
Dimension1200At C1 / grid A
Dimension3701At C4 to gate line
Dimension2362At C15 to right-hand boundary
Dimension2975At C15
Dimension4143Diagonal dimension
Dimension2554Diagonal dimension
Dimension4903Diagonal dimension
Dimension1200At C20 / grid A
Dimension1500At C20
Dimension1500At C21
Dimension51At C21
Dimension125C1
Dimension125C1
Dimension175C2
Dimension125C2
Dimension125C3
Dimension125C3
Dimension175C4
Dimension125C4
Dimension125C5
Dimension125C5
Dimension125C6
Dimension125C6
Dimension125C7
Dimension175C7
Dimension125C8
Dimension175C8
Dimension125C9
Dimension175C9
Dimension125C10
Dimension175C10
Dimension125C11
Dimension175C11
Dimension125C12
Dimension125C12
Dimension125C13
Dimension175C13
Dimension175C14
Dimension125C14
Dimension125C15
Dimension175C15
Dimension125C16
Dimension125C16
Dimension125C17
Dimension175C17
Dimension175C18
Dimension125C18
Dimension175C19
Dimension125C19
Dimension125C20
Dimension175C20
Dimension125C21
Dimension175C21
Scale1:100COLUMN LAYOUT

Labels

COLUMN LAYOUTSCALE - 1:100ABCDEFG1234699'B'E'F'G'N

openai/gpt-5.6-terra · 7218 tokens · 29.1s

item · 3224 × 5884

Drawing Header

page 1 · drawing_header_p01_r02
Original
Drawing Header
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Partial vertical dimension",
      "value": "L4 + 10 db",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial vertical dimension",
      "value": "L4 + 10 db",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial vertical dimension",
      "value": "7000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial vertical dimension",
      "value": "18000",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP STRICTLY ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007.",
    "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": [
    "Sheet Size: A0",
    "14",
    "15",
    "16",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "H",
    "GD — 281",
    "PROPOSED PARKING +G+2 STORIED RESIDENTIAL",
    "BUILDING AT BLOCK - GD,",
    "PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.",
    "CERTIFICATE OF ARCHITECT & ENGINEERS:",
    "SIGNATURE OF ARCHITECT",
    "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",
    "FF LVL.",
    "(NOT TO SCALE)"
  ],
  "description": "This crop is principally a title-block and certification panel for a proposed parking plus G+2 storied residential building at Block GD, Plot No. 281, Sector III, Kolkata 700106. It includes architect, structural engineer, geotechnical engineer, and owner certification/signature areas; a narrow partial portion of another drawing with dimensions is visible at the left edge."
}

Drawing Header

done

drawing_header_p01_r02

Title Block6 measurements · 2 notes · 27 labels

This crop is principally a title-block and certification panel for a proposed parking plus G+2 storied residential building at Block GD, Plot No. 281, Sector III, Kolkata 700106. It includes architect, structural engineer, geotechnical engineer, and owner certification/signature areas; a narrow partial portion of another drawing with dimensions is visible at the left edge.

Objects · 0

No objects read. Edit to add one.

Measurements · 6

MeasurementValue
Partial vertical dimensionL4 + 10 db
Partial vertical dimensionL4 + 10 db
Partial vertical dimension1500
Partial vertical dimension800
Partial vertical dimension7000
Partial vertical dimension18000

Labels

Sheet Size: A0141516ABCDEFGHGD — 281PROPOSED PARKING +G+2 STORIED RESIDENTIALBUILDING AT BLOCK - GD,PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.CERTIFICATE OF ARCHITECT & ENGINEERS:SIGNATURE OF ARCHITECTSIGNATURE 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 OWNERFF LVL.(NOT TO SCALE)

Notes

  • CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP STRICTLY ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007.
  • 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 · 4402 tokens · 11.2s

item · 1406 × 908

Floor Beam Fb1

page 1 · floor_beam_fb1_p01_r11
Original
Floor Beam Fb1
{
  "view": "Detail",
  "objects": [
    {
      "name": "Floor beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two complete reinforcing cross-sections labelled SUPPORT and SPAN are shown; two further cross-sections are partially visible at the bottom of the crop."
    },
    {
      "name": "Longitudinal reinforcement bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Visible bars called out as 2-Y16(ALTh.) in the shown beam sections."
    },
    {
      "name": "Additional top longitudinal reinforcement bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Visible in the lower-left partial section; called out as +2-Y16(EX.TOP)."
    },
    {
      "name": "Stirrup / transverse reinforcement",
      "tag": "",
      "shape": "rectangular closed link",
      "material": "",
      "count": 4,
      "note": "One visible link arrangement in each of the four shown beam sections; called out as Y8@150 C/C."
    }
  ],
  "measurements": [
    {
      "label": "beam depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section"
    },
    {
      "label": "beam width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section"
    },
    {
      "label": "beam depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SPAN section"
    },
    {
      "label": "beam width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SPAN section"
    },
    {
      "label": "longitudinal reinforcement quantity and size",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "stirrup spacing and size",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "additional top reinforcement quantity and size",
      "value": "+2-Y16",
      "unit": "",
      "appliesTo": "FB1 lower-left partial section"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB1"
    }
  ],
  "notes": [
    "2-Y16(ALTh.)",
    "Y8@150 C/C",
    "2-Y16(ALTh.)",
    "+2-Y16(EX.TOP)"
  ],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB1",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows the reinforcement detail for rectangular floor beam FB1, including complete SUPPORT and SPAN cross-sections. Both sections show Y16 longitudinal bars and Y8 closed links at 150 C/C; lower portions of two additional beam-section details are cut off by the crop."
}

Floor Beam Fb1

done

floor_beam_fb1_p01_r11cross section

Detail4 objects · 8 measurements · 4 notes · 4 labels

This crop shows the reinforcement detail for rectangular floor beam FB1, including complete SUPPORT and SPAN cross-sections. Both sections show Y16 longitudinal bars and Y8 closed links at 150 C/C; lower portions of two additional beam-section details are cut off by the crop.

Objects · 4

MarkObjectNo.ShapeNote
FB1Floor beam4rectangularTwo complete reinforcing cross-sections labelled SUPPORT and SPAN are shown; two further cross-sections are partially visible at the bottom of the crop.
Longitudinal reinforcement bar12circularVisible bars called out as 2-Y16(ALTh.) in the shown beam sections.
Additional top longitudinal reinforcement bar2circularVisible in the lower-left partial section; called out as +2-Y16(EX.TOP).
Stirrup / transverse reinforcement4rectangular closed linkOne visible link arrangement in each of the four shown beam sections; called out as Y8@150 C/C.

Measurements · 8

MeasurementValueApplies to
beam depth450FB1 SUPPORT section
beam width250FB1 SUPPORT section
beam depth450FB1 SPAN section
beam width250FB1 SPAN section
longitudinal reinforcement quantity and size2-Y16FB1
stirrup spacing and sizeY8@150 C/CFB1
additional top reinforcement quantity and size+2-Y16FB1 lower-left partial section
scale1 : 25DETAIL OF FB1

Labels

SUPPORTSPANDETAIL OF FB1SCALE = 1 : 25

Notes

  • 2-Y16(ALTh.)
  • Y8@150 C/C
  • 2-Y16(ALTh.)
  • +2-Y16(EX.TOP)

openai/gpt-5.6-terra · 3465 tokens · 13.8s

item · 1485 × 1244

Floor Beam Fb2

page 1 · floor_beam_fb2_p01_r14
Original
Floor Beam Fb2
{
  "view": "Detail",
  "objects": [
    {
      "name": "Floor beam reinforcement cross section",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One support section and one span section are shown."
    },
    {
      "name": "Floor beam reinforcement cross section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One support section and one span section are shown."
    },
    {
      "name": "Longitudinal reinforcing bars",
      "tag": "",
      "shape": "circular bar sections",
      "material": "reinforcing steel",
      "count": 22,
      "note": "Y16 bars are shown in varying support and span arrangements for FB2 and FB3."
    },
    {
      "name": "Closed stirrups / links",
      "tag": "",
      "shape": "rectangular closed link",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Y8 links are shown around the longitudinal bars."
    }
  ],
  "measurements": [
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 support"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB2 support"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "FB2 support"
    },
    {
      "label": "longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB2 support"
    },
    {
      "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": "longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB2 span"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "+2-Y16(EX.BOT)",
      "unit": "",
      "appliesTo": "FB2 span"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB2"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB3 support"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 span"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB3 span"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB3 span"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB3 span"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB3"
    }
  ],
  "notes": [
    "+2-Y16(EX.TOP)",
    "Y8@150 C/C",
    "2-Y16(ALTh.)",
    "2-Y16(ALTh.)",
    "+2-Y16(EX.BOT)",
    "2-Y16(ALTh.)",
    "+2-Y16(EX.TOP)",
    "Y8@150 C/C",
    "2-Y16(ALTh.)",
    "2-Y16(ALTh.)",
    "Y8@150 C/C",
    "2-Y16(ALTh.)"
  ],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB2",
    "SCALE = 1 : 25",
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB3",
    "SCALE = 1 : 25"
  ],
  "description": "The crop shows reinforcement details for rectangular floor beams FB2 and FB3, each with separate support and span cross sections. The sections are dimensioned 250 wide by 450 deep and show Y16 longitudinal reinforcement with Y8 closed links at 150 C/C."
}

Floor Beam Fb2

done

floor_beam_fb2_p01_r14cross section

Detail4 objects · 23 measurements · 12 notes · 8 labels

The crop shows reinforcement details for rectangular floor beams FB2 and FB3, each with separate support and span cross sections. The sections are dimensioned 250 wide by 450 deep and show Y16 longitudinal reinforcement with Y8 closed links at 150 C/C.

Objects · 4

MarkObjectNo.ShapeMaterialNote
FB2Floor beam reinforcement cross section2rectangularreinforced concreteOne support section and one span section are shown.
FB3Floor beam reinforcement cross section2rectangularreinforced concreteOne support section and one span section are shown.
Longitudinal reinforcing bars22circular bar sectionsreinforcing steelY16 bars are shown in varying support and span arrangements for FB2 and FB3.
Closed stirrups / links4rectangular closed linkreinforcing steelY8 links are shown around the longitudinal bars.

Measurements · 23

MeasurementValueApplies to
section depth450FB2 support
section width250FB2 support
stirrup spacingY8@150 C/CFB2 support
top longitudinal reinforcement+2-Y16(EX.TOP)FB2 support
longitudinal reinforcement2-Y16(ALTh.)FB2 support
section depth450FB2 span
section width250FB2 span
stirrup spacingY8@150 C/CFB2 span
longitudinal reinforcement2-Y16(ALTh.)FB2 span
bottom longitudinal reinforcement+2-Y16(EX.BOT)FB2 span
scale1 : 25DETAIL OF FB2
section depth450FB3 support
section width250FB3 support
top longitudinal reinforcement2-Y16(ALTh.)FB3 support
top longitudinal reinforcement+2-Y16(EX.TOP)FB3 support
stirrup spacingY8@150 C/CFB3 support
longitudinal reinforcement2-Y16(ALTh.)FB3 support
section depth450FB3 span
section width250FB3 span
top longitudinal reinforcement2-Y16(ALTh.)FB3 span
stirrup spacingY8@150 C/CFB3 span
bottom longitudinal reinforcement2-Y16(ALTh.)FB3 span
scale1 : 25DETAIL OF FB3

Labels

SUPPORTSPANDETAIL OF FB2SCALE = 1 : 25SUPPORTSPANDETAIL OF FB3SCALE = 1 : 25

Notes

  • +2-Y16(EX.TOP)
  • Y8@150 C/C
  • 2-Y16(ALTh.)
  • 2-Y16(ALTh.)
  • +2-Y16(EX.BOT)
  • 2-Y16(ALTh.)
  • +2-Y16(EX.TOP)
  • Y8@150 C/C
  • 2-Y16(ALTh.)
  • 2-Y16(ALTh.)
  • Y8@150 C/C
  • 2-Y16(ALTh.)

openai/gpt-5.6-terra · 5477 tokens · 28.1s

item · 2804 × 3041

General Construction Notes And Specifications

page 1 · general_construction_notes_and_specifications_p01_r27
Original
General Construction Notes And Specifications
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Concrete grade",
      "value": "M-25",
      "unit": "",
      "appliesTo": "ALL R.C.C. MEMBERS"
    },
    {
      "label": "Steel grade",
      "value": "Fe-550",
      "unit": "",
      "appliesTo": "STEEL"
    }
  ],
  "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": [
    "SPECIFICATION OF BUILDING MATERIALS :",
    "NOTES :",
    "DESIGNED BY :",
    "MK Paul & Associates",
    "M K PAUL & ASSOCIATES",
    "K",
    "L",
    "M",
    "N",
    "O",
    "1st Floor, Mayur Kunj, 186 Ramkrishna Garh Italgacha, Kolkata-700079"
  ],
  "description": "This crop shows a general notes block headed \"SPECIFICATION OF BUILDING MATERIALS\" and part of the consultant/title information. It documents stated units, concrete and steel grades, and general construction requirements; no specific structural element is drawn in this crop."
}

General Construction Notes And Specifications

done

general_construction_notes_and_specifications_p01_r27

Notes2 measurements · 6 notes · 11 labels

This crop shows a general notes block headed "SPECIFICATION OF BUILDING MATERIALS" and part of the consultant/title information. It documents stated units, concrete and steel grades, and general construction requirements; no specific structural element is drawn in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueApplies to
Concrete gradeM-25ALL R.C.C. MEMBERS
Steel gradeFe-550STEEL

Labels

SPECIFICATION OF BUILDING MATERIALS :NOTES :DESIGNED BY :MK Paul & AssociatesM K PAUL & ASSOCIATESKLMNO1st Floor, Mayur Kunj, 186 Ramkrishna Garh Italgacha, Kolkata-700079

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.

openai/gpt-5.6-terra · 5868 tokens · 9.9s

item · 4063 × 4624

Lift Foundation And Pile Section Details

page 1 · lift_foundation_and_pile_section_details_p01_r09
Original
Lift Foundation And Pile Section Details
{
  "view": "Section",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular wall",
      "material": "brick",
      "count": 2,
      "note": "Shown above the lift foundation in the upper section."
    },
    {
      "name": "lift foundation / tie beam",
      "tag": "8-P",
      "shape": "rectangular reinforced concrete foundation beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Foundation elevation shows three visible piles below; mark \"8-P\" is printed within the foundation."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Three piles are visible below the foundation in the upper elevation; three pile sections are also shown in Section at : XX."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section at : XX."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Identified in Section at : XX."
    },
    {
      "name": "vertical lift wall / column",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two vertical reinforced members are visible in the upper foundation elevation."
    },
    {
      "name": "plain cement concrete layer",
      "tag": "",
      "shape": "horizontal layer",
      "material": "P.C.C.",
      "count": 2,
      "note": "100 THK. P.C.C. is called out beneath the foundation and pile-cap section."
    },
    {
      "name": "brick flat soling layer",
      "tag": "",
      "shape": "horizontal layer",
      "material": "B.F.S.",
      "count": 2,
      "note": "75 THK. B.F.S. is called out beneath the foundation and pile-cap section."
    },
    {
      "name": "FB4 reinforcement detail",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "FB5 reinforcement detail",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "straight and bent bars",
      "material": "reinforcement steel",
      "count": null,
      "note": "Red reinforcement is shown in the foundation, pile cap, tie beam, and detail sections."
    },
    {
      "name": "beam",
      "tag": "B13, B16",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Partial beam detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "FB4 support section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 span section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 span section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 stirrups",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5 support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 support section width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 span section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 span section width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 longitudinal reinforcement",
      "value": "4-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 stirrups",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "P.L. to G.L. vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "foundation vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "vertical member dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "horizontal dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "reinforcement",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "reinforcement",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "foundation depth dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "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": "tie beam level",
      "value": "(±)0.000M",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "pile cap top elevation",
      "value": "EL (-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap / foundation vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap depth dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "B.F.S."
    },
    {
      "label": "tie beam vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "pile cap cover / spacing dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "typical dimension",
      "value": "TYP.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "Y12 @150C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "side reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "bottom reinforcement",
      "value": "5-Y16 AT BOT.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "partial beam detail horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "partial beam detail horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "partial beam detail vertical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "partial beam detail vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "partial beam detail horizontal dimension",
      "value": "1150",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "partial beam detail width",
      "value": "250",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "beam reinforcement",
      "value": "Y12 @ 150 C/C",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL OF FB4",
    "SUPPORT",
    "SPAN",
    "SCALE = 1 : 25",
    "DETAIL OF FB5",
    "P.L.",
    "G.L.",
    "BRICK WALL",
    "FOUNDATION OF LIFT",
    "TOP OF TIE BEAM AT (±)0.000M E.G.L.",
    "E.G.L.",
    "TOP OF PILE CAP",
    "CUT OFF LVL.",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "FLOOR LEVEL",
    "SECTION AT : XX",
    "SCALE = 1 : 25",
    "TYPICAL REINFORCEMENT DETAILS OF B",
    "SCALE - N.T.S.",
    "CL1",
    "ST1",
    "ST2",
    "L1",
    "0.15L1",
    "0.15L2"
  ],
  "description": "This crop shows lift foundation reinforcement and pile foundation details, including an upper elevation of a brick-walled lift foundation supported on piles. It also includes FB4 and FB5 beam reinforcement sections, a partial beam detail, and Section at : XX through a pile cap, tie beam, piles, P.C.C., and B.F.S. layers."
}

Lift Foundation And Pile Section Details

done

lift_foundation_and_pile_section_details_p01_r09

Section12 objects · 44 measurements · 26 labels

This crop shows lift foundation reinforcement and pile foundation details, including an upper elevation of a brick-walled lift foundation supported on piles. It also includes FB4 and FB5 beam reinforcement sections, a partial beam detail, and Section at : XX through a pile cap, tie beam, piles, P.C.C., and B.F.S. layers.

Objects · 12

MarkObjectNo.ShapeMaterialNote
brick wall2rectangular wallbrickShown above the lift foundation in the upper section.
8-Plift foundation / tie beam1rectangular reinforced concrete foundation beamreinforced concreteFoundation elevation shows three visible piles below; mark "8-P" is printed within the foundation.
pile3circularThree piles are visible below the foundation in the upper elevation; three pile sections are also shown in Section at : XX.
pile cap1rectangularreinforced concreteShown in Section at : XX.
tie beam1rectangularreinforced concreteIdentified in Section at : XX.
vertical lift wall / column2rectangularreinforced concreteTwo vertical reinforced members are visible in the upper foundation elevation.
plain cement concrete layer2horizontal layerP.C.C.100 THK. P.C.C. is called out beneath the foundation and pile-cap section.
brick flat soling layer2horizontal layerB.F.S.75 THK. B.F.S. is called out beneath the foundation and pile-cap section.
FB4FB4 reinforcement detail2rectangularreinforcement steelSupport and span reinforcement sections are shown.
FB5FB5 reinforcement detail2rectangularreinforcement steelSupport and span reinforcement sections are shown.
reinforcement barstraight and bent barsreinforcement steelRed reinforcement is shown in the foundation, pile cap, tie beam, and detail sections.
B13, B16beam1rectangularreinforced concretePartial beam detail is visible at lower left.

Measurements · 44

MeasurementValueApplies to
FB4 support section depth400FB4
FB4 support section width250FB4
FB4 span section depth400FB4
FB4 span section width250FB4
FB4 longitudinal reinforcement2-Y16(ALTh.)FB4
FB4 stirrupsY8@150 C/CFB4
FB5 support section depth450FB5
FB5 support section width300FB5
FB5 span section depth450FB5
FB5 span section width300FB5
FB5 longitudinal reinforcement4-Y16(ALTh.)FB5
FB5 stirrupsY8@150 C/CFB5
P.L. to G.L. vertical dimension600
foundation vertical dimension16008-P
vertical member dimension4508-P
horizontal dimension2508-P
reinforcement12T @ 125 mm C/C8-P
reinforcement8T @ 150 mm C/C8-P
foundation depth dimension10008-P
P.C.C. thickness100 THK.P.C.C.
B.F.S. thickness75 THK.B.F.S.
tie beam level(±)0.000Mtie beam
pile cap top elevationEL (-) 0.600 Mpile cap
pile cap / foundation vertical dimension1500pile cap
pile cap depth dimension1000pile cap
P.C.C. thickness100P.C.C.
B.F.S. thickness75B.F.S.
tie beam vertical dimension500tie beam
pile cap cover / spacing dimension300pile cap
typical dimensionTYP.pile cap
pile cap reinforcement5-Y12pile cap
pile cap reinforcementY12 @150C/Cpile cap
side reinforcementY12@150 C/Cpile cap
bottom reinforcement5-Y16 AT BOT.pile cap
pile reinforcementY12@150 C/Cpile
shear reinforcement6L - Y10 @ 130 C/Cpile cap
partial beam detail horizontal dimension1400beam
partial beam detail horizontal dimension500beam
partial beam detail vertical dimension300beam
partial beam detail vertical dimension450beam
partial beam detail horizontal dimension1150beam
partial beam detail width250B13
beam reinforcementY12 @ 150 C/Cbeam
beam reinforcementY8 @ 150 C/Cbeam

Labels

DETAIL OF FB4SUPPORTSPANSCALE = 1 : 25DETAIL OF FB5P.L.G.L.BRICK WALLFOUNDATION OF LIFTTOP OF TIE BEAM AT (±)0.000M E.G.L.E.G.L.TOP OF PILE CAPCUT OFF LVL.CHAIR PROVIDEDBINDING STEEL AROUND PILE BARFLOOR LEVELSECTION AT : XXSCALE = 1 : 25TYPICAL REINFORCEMENT DETAILS OF BSCALE - N.T.S.CL1ST1ST2L10.15L10.15L2

openai/gpt-5.6-terra · 7296 tokens · 20.7s

item · 3557 × 2819

Lift Pit Foundation

page 1 · lift_pit_foundation_p01_r10
Original
Lift Pit Foundation
{
  "view": "Section",
  "objects": [
    {
      "name": "Brick wall",
      "tag": "",
      "shape": "rectangular",
      "material": "brick",
      "count": 2,
      "note": "Two wall sections are shown above the foundation."
    },
    {
      "name": "Reinforced concrete vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown supporting the brick walls and extending into the foundation member."
    },
    {
      "name": "Tie beam foundation",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Main foundation member shown in section; the drawing caption refers to top of tie beam."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular shaft with rectangular portion at pile cap",
      "material": "",
      "count": 3,
      "note": "Three piles are visible in this section crop."
    },
    {
      "name": "Plain cement concrete bedding",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C. (1:4:8)",
      "count": 1,
      "note": "Below the foundation member."
    },
    {
      "name": "B.F.S. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "",
      "count": 1,
      "note": "Below the P.C.C. layer."
    },
    {
      "name": "FB4 reinforced concrete beam section",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Partial detail at left of crop."
    },
    {
      "name": "FB5 reinforced concrete beam section",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Partial detail at left of crop."
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a partial adjacent pile-cap elevation/detail is visible at the right edge."
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "straight bars with closed stirrup",
      "material": "steel",
      "count": null,
      "note": "Reinforcement is shown in the FB4 and FB5 sections and at the vertical foundation members."
    }
  ],
  "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 spacing",
      "value": "Y8@150",
      "unit": "C/C",
      "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 spacing",
      "value": "Y8@150",
      "unit": "C/C",
      "appliesTo": "FB5"
    },
    {
      "label": "P.L. to G.L. vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Foundation vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "Tie beam foundation"
    },
    {
      "label": "Vertical member dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "Reinforced concrete vertical member"
    },
    {
      "label": "Horizontal dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "Reinforced concrete vertical member"
    },
    {
      "label": "Foundation depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "Tie beam foundation"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "THK.",
      "appliesTo": "Plain cement concrete bedding"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "THK.",
      "appliesTo": "B.F.S. layer"
    },
    {
      "label": "Reinforcement",
      "value": "12T @ 125",
      "unit": "mm C/C",
      "appliesTo": "Reinforced concrete vertical member"
    },
    {
      "label": "Reinforcement",
      "value": "8T @ 150",
      "unit": "mm C/C",
      "appliesTo": "Reinforced concrete vertical member"
    },
    {
      "label": "Pile-cap upper vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Pile-cap lower vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Pile-cap top elevation",
      "value": "EL (-) 0.600",
      "unit": "M",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Pile-cap intermediate elevation",
      "value": "EL (-) 1.500",
      "unit": "M",
      "appliesTo": "Pile cap"
    },
    {
      "label": "Pile-cap bottom elevation",
      "value": "EL (-) 1.600",
      "unit": "M",
      "appliesTo": "Pile cap"
    }
  ],
  "notes": [
    "2-Y16(ALTh.)",
    "Y8@150 C/C",
    "4-Y16(ALTh.)",
    "12T @ 125 mm C/C",
    "8T @ 150 mm C/C",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "TOP OF TIE BEAM AT (±)0.000M E.G.L."
  ],
  "labels": [
    "P.L.",
    "G.L.",
    "SPAN",
    "8-P",
    "FOUNDATION OF LIFT",
    "TOP OF PILE CA...",
    "BOT. OF PILE CA...",
    "E.G.",
    "EL (±) 0.0...",
    "TYPICAL REINFORCEMENT DETAILS OF BEA...",
    "SCALE - N.T.S.",
    "ST1",
    "ST2",
    "L1"
  ],
  "description": "This crop primarily shows a sectional detail titled FOUNDATION OF LIFT, with two brick walls supported on reinforced concrete vertical members and a tie-beam foundation over three visible piles. P.C.C. and B.F.S. layers are shown below the foundation, together with reinforcement callouts. Partial FB4/FB5 reinforcement sections appear at the left, and a partial pile-cap elevation/detail and a cropped reinforcement-detail title appear at the right and top."
}

Lift Pit Foundation

done

lift_pit_foundation_p01_r10

Section10 objects · 22 measurements · 8 notes · 14 labels

This crop primarily shows a sectional detail titled FOUNDATION OF LIFT, with two brick walls supported on reinforced concrete vertical members and a tie-beam foundation over three visible piles. P.C.C. and B.F.S. layers are shown below the foundation, together with reinforcement callouts. Partial FB4/FB5 reinforcement sections appear at the left, and a partial pile-cap elevation/detail and a cropped reinforcement-detail title appear at the right and top.

Objects · 10

MarkObjectNo.ShapeMaterialNote
Brick wall2rectangularbrickTwo wall sections are shown above the foundation.
Reinforced concrete vertical member2rectangularreinforced concreteShown supporting the brick walls and extending into the foundation member.
Tie beam foundation1stepped rectangularreinforced concreteMain foundation member shown in section; the drawing caption refers to top of tie beam.
Pile3circular shaft with rectangular portion at pile capThree piles are visible in this section crop.
Plain cement concrete bedding1rectangular layerP.C.C. (1:4:8)Below the foundation member.
B.F.S. layer1rectangular layerBelow the P.C.C. layer.
FB4FB4 reinforced concrete beam section1rectangularreinforced concretePartial detail at left of crop.
FB5FB5 reinforced concrete beam section1rectangularreinforced concretePartial detail at left of crop.
Pile caprectangularOnly a partial adjacent pile-cap elevation/detail is visible at the right edge.
Reinforcement barstraight bars with closed stirrupsteelReinforcement is shown in the FB4 and FB5 sections and at the vertical foundation members.

Measurements · 22

MeasurementValueUnitApplies to
FB4 section width250FB4
FB4 section depth400FB4
FB4 longitudinal reinforcement2-Y16(ALTh.)FB4
FB4 stirrup spacingY8@150C/CFB4
FB5 section width300FB5
FB5 section depth450FB5
FB5 longitudinal reinforcement4-Y16(ALTh.)FB5
FB5 stirrup spacingY8@150C/CFB5
P.L. to G.L. vertical dimension600
Foundation vertical dimension1600Tie beam foundation
Vertical member dimension450Reinforced concrete vertical member
Horizontal dimension250Reinforced concrete vertical member
Foundation depth1000Tie beam foundation
P.C.C. thickness100THK.Plain cement concrete bedding
B.F.S. thickness75THK.B.F.S. layer
Reinforcement12T @ 125mm C/CReinforced concrete vertical member
Reinforcement8T @ 150mm C/CReinforced concrete vertical member
Pile-cap upper vertical dimension600Pile cap
Pile-cap lower vertical dimension1000Pile cap
Pile-cap top elevationEL (-) 0.600MPile cap
Pile-cap intermediate elevationEL (-) 1.500MPile cap
Pile-cap bottom elevationEL (-) 1.600MPile cap

Labels

P.L.G.L.SPAN8-PFOUNDATION OF LIFTTOP OF PILE CA...BOT. OF PILE CA...E.G.EL (±) 0.0...TYPICAL REINFORCEMENT DETAILS OF BEA...SCALE - N.T.S.ST1ST2L1

Notes

  • 2-Y16(ALTh.)
  • Y8@150 C/C
  • 4-Y16(ALTh.)
  • 12T @ 125 mm C/C
  • 8T @ 150 mm C/C
  • 100 THK. P.C.C (1:4:8)
  • 75 THK. B.F.S
  • TOP OF TIE BEAM AT (±)0.000M E.G.L.

openai/gpt-5.6-terra · 7052 tokens · 29.7s

crop · 3080 × 11589

p01_r01 sheet title block and notes

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r01_sheet_title_block_and_notes
Original
p01_r01 sheet title block and notes
{
  "view": "Title Block",
  "objects": [
    {
      "name": "Proposed parking + G+2 storied residential building",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Named in the project title only; no building geometry is shown in this crop."
    }
  ],
  "measurements": [
    {
      "label": "Scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Concrete grade",
      "value": "M-25",
      "unit": "",
      "appliesTo": "R.C.C. members"
    },
    {
      "label": "Steel grade",
      "value": "FE 550",
      "unit": "",
      "appliesTo": "Steel"
    }
  ],
  "notes": [
    "CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP STRICTLY ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007.",
    "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.",
    "1. ALL DIMENSIONS ARE IN MILLIMETER & 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": [
    "GD - 281",
    "PROPOSED PARKING + G+2 STORIED RESIDENTIAL BUILDING AT BLOCK - GD,",
    "PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.",
    "CERTIFICATE OF ARCHITECT & ENGINEERS:",
    "SIGNATURE OF ARCHITECT",
    "SIGNATURE OF STRUCTURAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "STRUCTURAL ENGINEER [ ESE / I/14. K. M. C. ].",
    "SIGNATURE OF GEOTECHNICAL ENGINEER",
    "GEOTECHNICAL ENGINEER [ GT / I /3. K. M. C. ].",
    "CERTIFICATE OF OWNER",
    "SIGNATURE OF OWNER (S)",
    "GENERAL NOTES",
    "SPECIFICATION OF BUILDING MATERIALS :",
    "NOTES :",
    "DESIGNED BY :",
    "M K PAUL & ASSOCIATES",
    "1st Floor, Mayur Kunj, 186, Ramkrishna Garh, Italgacha, Kolkata-700079",
    "Ph. No. - 9007308136",
    "E-mail ID. - paul.mk@mkpa.in",
    "ARCHITECT:",
    "UTTAM KUMAR PAUL",
    "CA/89/12600",
    "SCALE ; 1:100, 1:25",
    "SHEET SIZE: A0",
    "SHEET NO.: 01",
    "DRG. NO. - MKPA/TECHNO/BUILDING/2025/JOB - 020",
    "N",
    "14",
    "15",
    "16",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "H",
    "I",
    "J",
    "K",
    "L",
    "M",
    "N",
    "O",
    "P"
  ],
  "description": "This crop is a title block and certification/general-notes panel for the proposed parking plus G+2 storied residential building at Block GD, Plot No. 281, Sector III, Kolkata. It contains architect, structural engineer, geotechnical engineer, and owner certification/signature areas, material specifications, designer information, drawing number, scale, and sheet information; it does not show building construction geometry for take-off."
}

p01_r01 sheet title block and notes

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r01_sheet_title_block_and_notes

Title Block1 object · 4 measurements · 8 notes · 47 labels

This crop is a title block and certification/general-notes panel for the proposed parking plus G+2 storied residential building at Block GD, Plot No. 281, Sector III, Kolkata. It contains architect, structural engineer, geotechnical engineer, and owner certification/signature areas, material specifications, designer information, drawing number, scale, and sheet information; it does not show building construction geometry for take-off.

Objects · 1

ObjectNote
Proposed parking + G+2 storied residential buildingNamed in the project title only; no building geometry is shown in this crop.

Measurements · 4

MeasurementValueApplies to
Scale1:100
Scale1:25
Concrete gradeM-25R.C.C. members
Steel gradeFE 550Steel

Labels

GD - 281PROPOSED PARKING + G+2 STORIED RESIDENTIAL BUILDING AT BLOCK - GD,PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.CERTIFICATE OF ARCHITECT & ENGINEERS:SIGNATURE OF ARCHITECTSIGNATURE OF STRUCTURAL ENGINEERMR. RUPAK KUMAR BANERJEE,STRUCTURAL ENGINEER [ ESE / I/14. K. M. C. ].SIGNATURE OF GEOTECHNICAL ENGINEERGEOTECHNICAL ENGINEER [ GT / I /3. K. M. C. ].CERTIFICATE OF OWNERSIGNATURE OF OWNER (S)GENERAL NOTESSPECIFICATION OF BUILDING MATERIALS :NOTES :DESIGNED BY :M K PAUL & ASSOCIATES1st Floor, Mayur Kunj, 186, Ramkrishna Garh, Italgacha, Kolkata-700079Ph. No. - 9007308136E-mail ID. - paul.mk@mkpa.inARCHITECT:UTTAM KUMAR PAULCA/89/12600SCALE ; 1:100, 1:25SHEET SIZE: A0SHEET NO.: 01DRG. NO. - MKPA/TECHNO/BUILDING/2025/JOB - 020N141516ABCDEFGHIJKLMNOP

Notes

  • CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP STRICTLY ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007.
  • 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.
  • 1. ALL DIMENSIONS ARE IN MILLIMETER & 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.

openai/gpt-5.6-terra · 4521 tokens · 24.3s

crop · 3158 × 5837

p01_r02 gd 281

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r02_gd_281
Original
p01_r02 gd 281
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "partial dimension",
      "value": "Ld + 10 db",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial dimension",
      "value": "Ld - 10 db",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial dimension",
      "value": "Ld - 10 db",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial vertical dimension (NOT TO SCALE)",
      "value": "7000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial vertical dimension (NOT TO SCALE)",
      "value": "18000",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP STRICTLY ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007.",
    "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": [
    "GD - 281",
    "PROPOSED PARKING +G+2 STORIED RESIDENTIAL",
    "BUILDING AT BLOCK - GD,",
    "PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.",
    "CERTIFICATE OF ARCHITECT & ENGINEERS:",
    "SIGNATURE OF ARCHITECT",
    "SIGNATURE OF STRUCTURAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "STRUCTURAL ENGINEER [ ESE / I /144 . K. M. C. ].",
    "SIGNATURE OF GEOTECHNICAL ENGINEER",
    "GEOTECHNICAL ENGINEER [ GT / I / 3 . K. M. C. ].",
    "CERTIFICATE OF OWNER",
    "Sheet Size: A0L",
    "14",
    "15",
    "16",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "H",
    "C/C"
  ],
  "description": "This crop is predominantly a title-block and certification/signature panel for the proposed parking and G+2 storied residential building at Block GD. It includes architect, structural engineer, geotechnical engineer, and owner certification areas. A narrow strip at the left contains only partial adjacent drawing geometry and dimensions; no complete constructional element is visible there."
}

p01_r02 gd 281

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r02_gd_281

Title Block7 measurements · 2 notes · 25 labels

This crop is predominantly a title-block and certification/signature panel for the proposed parking and G+2 storied residential building at Block GD. It includes architect, structural engineer, geotechnical engineer, and owner certification areas. A narrow strip at the left contains only partial adjacent drawing geometry and dimensions; no complete constructional element is visible there.

Objects · 0

No objects read. Edit to add one.

Measurements · 7

MeasurementValue
partial dimensionLd + 10 db
partial dimensionLd - 10 db
partial dimensionLd - 10 db
partial vertical dimension1500
partial vertical dimension800
partial vertical dimension (NOT TO SCALE)7000
partial vertical dimension (NOT TO SCALE)18000

Labels

GD - 281PROPOSED PARKING +G+2 STORIED RESIDENTIALBUILDING AT BLOCK - GD,PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.CERTIFICATE OF ARCHITECT & ENGINEERS:SIGNATURE OF ARCHITECTSIGNATURE OF STRUCTURAL ENGINEERMR. RUPAK KUMAR BANERJEE,STRUCTURAL ENGINEER [ ESE / I /144 . K. M. C. ].SIGNATURE OF GEOTECHNICAL ENGINEERGEOTECHNICAL ENGINEER [ GT / I / 3 . K. M. C. ].CERTIFICATE OF OWNERSheet Size: A0L141516ABCDEFGHC/C

Notes

  • CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP STRICTLY ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007.
  • 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 · 4379 tokens · 11.2s

crop · 3830 × 7576

p01_r03 schedule of columns etc

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r03_schedule_of_columns_etc
Original
p01_r03 schedule of columns etc
{
  "view": "Schedule",
  "objects": [
    {
      "name": "reinforced concrete column",
      "tag": "C1,C4,C8,C9,C13,C20",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Column size B x D: 300 x 500."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Column size B x D: 300 x 500."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C10,C14,C17",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Column size B x D: 300 x 500."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C5,C6",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Column size B x D: 250 x 250."
    },
    {
      "name": "tie beam",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "tie beam",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "tie beam",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "pile cap",
      "tag": "2P",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "pile cap",
      "tag": "3P",
      "shape": "as/drg.",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "pile cap",
      "tag": "4P",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "concrete",
      "count": null,
      "note": "Pile schedule shows one pile type."
    },
    {
      "name": "stirrup reinforcement",
      "tag": "",
      "shape": "closed rectangular",
      "material": "",
      "count": null,
      "note": "Stirrup detail is shown."
    },
    {
      "name": "beam-column joint reinforcement",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Partial typical ductile detail is shown at right."
    }
  ],
  "measurements": [
    {
      "label": "Schedule of columns scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Column B dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column D dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column longitudinal reinforcement, 1st floor to 2nd floor",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Stirrups nearest portion",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Stirrups rest portion",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column B dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column D dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column longitudinal reinforcement, 1st floor to 2nd floor",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Stirrups nearest portion",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Stirrups 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 B dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column D dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column longitudinal reinforcement, 1st floor to 2nd floor",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Stirrups nearest portion",
      "value": "1-LINK 2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Stirrups rest portion",
      "value": "1-LINK 2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column B dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column D dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column longitudinal reinforcement, 1st floor to 2nd floor",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Stirrups nearest portion",
      "value": "1-TIE Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Stirrups rest portion",
      "value": "1-TIE Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Tie beam B size",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam D size",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam reinforcement, support top",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam reinforcement, support bottom",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam reinforcement, span top",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam reinforcement, span bottom",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam B size",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam D size",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam reinforcement, support top",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam reinforcement, support bottom",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam reinforcement, span top",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam reinforcement, span bottom",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam B size",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam D size",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam reinforcement, support top",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam reinforcement, support bottom",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam reinforcement, span top",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam reinforcement, span bottom",
      "value": "2-Y16 +1-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Floor beam B size",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam D size",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam B size",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Floor beam D size",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Floor beam stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Floor beam B size",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Floor beam D size",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Floor beam stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Floor beam B size",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Floor beam D size",
      "value": "400",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Floor beam stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Floor beam B size",
      "value": "300",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Floor beam D size",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Floor beam stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Slab thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S1"
    },
    {
      "label": "Slab reinforcement at support top",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "Slab reinforcement at support bottom",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "Slab reinforcement at span bottom",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "Slab thickness",
      "value": "150",
      "unit": "MM",
      "appliesTo": "S2"
    },
    {
      "label": "Slab reinforcement at support top",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "Slab reinforcement at support bottom",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "Slab reinforcement at span bottom",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "Slab thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S3"
    },
    {
      "label": "Slab reinforcement at support top",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "Slab reinforcement at support bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "Slab reinforcement at span bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "Slab thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S4"
    },
    {
      "label": "Slab reinforcement at support top",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "Slab reinforcement at support bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "Slab reinforcement at span bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "Distribution reinforcement",
      "value": "Y8 @ 200 C/C",
      "unit": "",
      "appliesTo": "S1,S2,S3,S4"
    },
    {
      "label": "Pile cap size",
      "value": "2100 X 750",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "Pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "Pile cap short direction reinforcement",
      "value": "4L-Y10 @ 150 C/C",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "Pile cap longer direction reinforcement",
      "value": "Y12 @ 150 C/C (TOP) Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "Pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "Pile cap short direction reinforcement",
      "value": "Y10 @ 130 C/C (TOP) Y10 @ 130 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "Pile cap longer direction reinforcement",
      "value": "Y12 @ 150 C/C (TOP) Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "Pile cap size",
      "value": "2100 X 2100",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "Pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "Pile cap short direction reinforcement",
      "value": "Y12 @ 125 C/C (TOP) Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "Pile cap longer direction reinforcement",
      "value": "Y12 @ 125 C/C (TOP) Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "Pile cap size",
      "value": "3450 X 2100",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "Pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "Pile cap short direction reinforcement",
      "value": "Y16 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "Pile cap longer direction reinforcement",
      "value": "Y16 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "Pile cap size",
      "value": "3450 X 3088",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "Pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "Pile cap short direction reinforcement",
      "value": "Y20 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "Pile cap longer direction reinforcement",
      "value": "Y20 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "Pile diameter",
      "value": "450 ø",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Pile termination level",
      "value": "-18.000M.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Pile reinforcement",
      "value": "6 - Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Pile capacity",
      "value": "32.50 M.T.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Plan horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "partial plan at lower right"
    },
    {
      "label": "Plan vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "partial plan at lower right"
    },
    {
      "label": "Plan vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "partial plan at lower right"
    },
    {
      "label": "Plan vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "partial plan at lower right"
    },
    {
      "label": "Plan vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "partial plan at lower right"
    },
    {
      "label": "Plan vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "partial plan at lower right"
    },
    {
      "label": "Plan horizontal dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": "partial plan at lower right"
    }
  ],
  "notes": [
    "ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C",
    "SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS",
    "MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400KG/M³"
  ],
  "labels": [
    "SCHEDULE OF COLUMNS (SCALE - 1:25)",
    "SCHEDULE OF TIE BEAMS",
    "SCHEDULE OF FLOOR BEAMS",
    "SCHEDULE OF SLAB",
    "PILE CAP SCHEDULE",
    "GRADE OF CONCRETE - M25",
    "PILE SCHEDULE",
    "STIRRUP DETAIL",
    "(d = DIA OF STIRRUP BAR)",
    "ANCHORAGE IN AN EXT...",
    "TYPICAL DUCTILE DE... BEAM COLUMN JUN...",
    "NAME OF BEAM IN PLAN"
  ],
  "description": "This crop is principally a structural reinforced-concrete schedule sheet, containing schedules for columns, tie beams, floor beams, slab panels, pile caps, and piles. It also includes a stirrup detail and partial anchorage and ductile beam-column joint details at the right, together with a small cropped portion of a framing plan."
}

p01_r03 schedule of columns etc

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r03_schedule_of_columns_etc

Schedule24 objects · 108 measurements · 3 notes · 12 labels

This crop is principally a structural reinforced-concrete schedule sheet, containing schedules for columns, tie beams, floor beams, slab panels, pile caps, and piles. It also includes a stirrup detail and partial anchorage and ductile beam-column joint details at the right, together with a small cropped portion of a framing plan.

Objects · 24

MarkObjectNo.ShapeMaterialNote
C1,C4,C8,C9,C13,C20reinforced concrete column6rectangularColumn size B x D: 300 x 500.
C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21reinforced concrete column12rectangularColumn size B x D: 300 x 500.
C10,C14,C17reinforced concrete column3rectangularColumn size B x D: 300 x 500.
C5,C6reinforced concrete column2rectangularColumn size B x D: 250 x 250.
TB1tie beamrectangular
TB2tie beamrectangular
TB3tie beamrectangular
FB1floor beamrectangular
FB2floor beamrectangular
FB3floor beamrectangular
FB4floor beamrectangular
FB5floor beamrectangular
S1slab panelrectangular
S2slab panelrectangular
S3slab panelrectangular
S4slab panelrectangular
2Ppile caprectangularconcrete
3Ppile capas/drg.concrete
4Ppile caprectangularconcrete
6Ppile caprectangularconcrete
8Ppile caprectangularconcrete
pilecircularconcretePile schedule shows one pile type.
stirrup reinforcementclosed rectangularStirrup detail is shown.
beam-column joint reinforcementPartial typical ductile detail is shown at right.

Measurements · 108

MeasurementValueUnitApplies to
Schedule of columns scale1:25
Column B dimension300C1,C4,C8,C9,C13,C20
Column D dimension500C1,C4,C8,C9,C13,C20
Column longitudinal reinforcement, 1st floor to 2nd floor4-Y20 +4-Y16C1,C4,C8,C9,C13,C20
Column longitudinal reinforcement, 2nd floor to above roof4-Y20 +4-Y16C1,C4,C8,C9,C13,C20
Stirrups nearest portion2-TIES Y8 @100 C/CC1,C4,C8,C9,C13,C20
Stirrups rest portion2-TIES Y8 @200 C/CC1,C4,C8,C9,C13,C20
Column B dimension300C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column D dimension500C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column longitudinal reinforcement, 1st floor to 2nd floor8-Y20C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column longitudinal reinforcement, 2nd floor to above roof8-Y20C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Stirrups nearest portion2-TIES Y8 @100 C/CC2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Stirrups rest portion2-TIES Y8 @200 C/CC2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column B dimension300C10,C14,C17
Column D dimension500C10,C14,C17
Column longitudinal reinforcement, 1st floor to 2nd floor10-Y20C10,C14,C17
Column longitudinal reinforcement, 2nd floor to above roof10-Y20C10,C14,C17
Stirrups nearest portion1-LINK 2-TIES Y8 @100 C/CC10,C14,C17
Stirrups rest portion1-LINK 2-TIES Y8 @200 C/CC10,C14,C17
Column B dimension250C5,C6
Column D dimension250C5,C6
Column longitudinal reinforcement, 1st floor to 2nd floor4-Y16C5,C6
Column longitudinal reinforcement, 2nd floor to above roof4-Y16C5,C6
Stirrups nearest portion1-TIE Y8 @100 C/CC5,C6
Stirrups rest portion1-TIE Y8 @200 C/CC5,C6
Tie beam B size250MMTB1
Tie beam D size400MMTB1
Tie beam reinforcement, support top2-Y16TB1
Tie beam reinforcement, support bottom2-Y16TB1
Tie beam reinforcement, span top2-Y16TB1
Tie beam reinforcement, span bottom2-Y16TB1
Tie beam stirrup2L-Y8 @ 150 C/CTB1
Tie beam B size250MMTB2
Tie beam D size400MMTB2
Tie beam reinforcement, support top2-Y16 +2-Y16TB2
Tie beam reinforcement, support bottom2-Y16TB2
Tie beam reinforcement, span top2-Y16TB2
Tie beam reinforcement, span bottom2-Y16 +2-Y16TB2
Tie beam stirrup2L-Y8 @ 150 C/CTB2
Tie beam B size250MMTB3
Tie beam D size400MMTB3
Tie beam reinforcement, support top2-Y16TB3
Tie beam reinforcement, support bottom2-Y16TB3
Tie beam reinforcement, span top2-Y16TB3
Tie beam reinforcement, span bottom2-Y16 +1-Y16TB3
Tie beam stirrup2L-Y8 @ 150 C/CTB3
Floor beam B size250MMFB1
Floor beam D size450MMFB1
Floor beam stirrup2L-Y8 @ 150 C/CFB1
Floor beam B size250MMFB2
Floor beam D size450MMFB2
Floor beam stirrup2L-Y8 @ 150 C/CFB2
Floor beam B size250MMFB3
Floor beam D size450MMFB3
Floor beam stirrup2L-Y8 @ 150 C/CFB3
Floor beam B size250MMFB4
Floor beam D size400MMFB4
Floor beam stirrup2L-Y8 @ 150 C/CFB4
Floor beam B size300MMFB5
Floor beam D size450MMFB5
Floor beam stirrup2L-Y8 @ 150 C/CFB5
Slab thickness125MMS1
Slab reinforcement at support topY8 @ 125 C/CS1
Slab reinforcement at support bottomY8 @ 125 C/CS1
Slab reinforcement at span bottomY8 @ 125 C/CS1
Slab thickness150MMS2
Slab reinforcement at support topY10 @ 125 C/CS2
Slab reinforcement at support bottomY10 @ 125 C/CS2
Slab reinforcement at span bottomY10 @ 125 C/CS2
Slab thickness125MMS3
Slab reinforcement at support topY8 @ 150 C/CS3
Slab reinforcement at support bottomY8 @ 150 C/CS3
Slab reinforcement at span bottomY8 @ 150 C/CS3
Slab thickness125MMS4
Slab reinforcement at support topY8 @ 150 C/CS4
Slab reinforcement at support bottomY8 @ 150 C/CS4
Slab reinforcement at span bottomY8 @ 150 C/CS4
Distribution reinforcementY8 @ 200 C/CS1,S2,S3,S4
Pile cap size2100 X 7502P
Pile cap depth10002P
Pile cap short direction reinforcement4L-Y10 @ 150 C/C2P
Pile cap longer direction reinforcementY12 @ 150 C/C (TOP) Y12 @ 150 C/C (BOT.)2P
Pile cap depth10003P
Pile cap short direction reinforcementY10 @ 130 C/C (TOP) Y10 @ 130 C/C (BOT.)3P
Pile cap longer direction reinforcementY12 @ 150 C/C (TOP) Y12 @ 150 C/C (BOT.)3P
Pile cap size2100 X 21004P
Pile cap depth10004P
Pile cap short direction reinforcementY12 @ 125 C/C (TOP) Y16 @ 125 C/C (BOT.)4P
Pile cap longer direction reinforcementY12 @ 125 C/C (TOP) Y16 @ 125 C/C (BOT.)4P
Pile cap size3450 X 21006P
Pile cap depth10006P
Pile cap short direction reinforcementY16 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)6P
Pile cap longer direction reinforcementY16 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)6P
Pile cap size3450 X 30888P
Pile cap depth10008P
Pile cap short direction reinforcementY20 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)8P
Pile cap longer direction reinforcementY20 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)8P
Pile diameter450 øpile
Pile termination level-18.000M.pile
Pile reinforcement6 - Y16pile
Pile capacity32.50 M.T.pile
Plan horizontal dimension3950partial plan at lower right
Plan vertical dimension3400partial plan at lower right
Plan vertical dimension1950partial plan at lower right
Plan vertical dimension2650partial plan at lower right
Plan vertical dimension2965partial plan at lower right
Plan vertical dimension4125partial plan at lower right
Plan horizontal dimension3575partial plan at lower right

Labels

SCHEDULE OF COLUMNS (SCALE - 1:25)SCHEDULE OF TIE BEAMSSCHEDULE OF FLOOR BEAMSSCHEDULE OF SLABPILE CAP SCHEDULEGRADE OF CONCRETE - M25PILE SCHEDULESTIRRUP DETAIL(d = DIA OF STIRRUP BAR)ANCHORAGE IN AN EXT...TYPICAL DUCTILE DE... BEAM COLUMN JUN...NAME OF BEAM IN PLAN

Notes

  • ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C
  • SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS
  • MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400KG/M³

openai/gpt-5.6-terra · 7666 tokens · 29.7s

crop · 3259 × 3503

p01_r04 table of column sizes and reinforcement

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r04_table_of_column_sizes_and_reinforcement
Original
p01_r04 table of column sizes and reinforcement
{
  "view": "Schedule",
  "objects": [
    {
      "name": "reinforced concrete column",
      "tag": "A",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Columns marked C1, C4, C8, C9, C13, C20."
    },
    {
      "name": "column longitudinal reinforcement",
      "tag": "A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "4-Y20 +4-Y16 shown for FOUNDATION TO 1ST FLOOR and 2ND FLOOR TO ABOVE ROOF."
    },
    {
      "name": "column ties",
      "tag": "A",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "2-TIES Y8 shown."
    },
    {
      "name": "reinforced concrete column",
      "tag": "B",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Columns marked C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21."
    },
    {
      "name": "column longitudinal reinforcement",
      "tag": "B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "8-Y20 shown for FOUNDATION TO 1ST FLOOR and 2ND FLOOR TO ABOVE ROOF."
    },
    {
      "name": "column ties",
      "tag": "B",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "2-TIES Y8 shown."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Columns marked C10, C14, C17."
    },
    {
      "name": "column longitudinal reinforcement",
      "tag": "C",
      "shape": "",
      "material": "",
      "count": null,
      "note": "10-Y20 shown for FOUNDATION TO 1ST FLOOR and 2ND FLOOR TO ABOVE ROOF."
    },
    {
      "name": "column ties",
      "tag": "C",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "2-TIES Y8 and 1-LINK shown."
    },
    {
      "name": "reinforced concrete column",
      "tag": "D",
      "shape": "square",
      "material": "",
      "count": 2,
      "note": "Columns marked C5, C6."
    },
    {
      "name": "column longitudinal reinforcement",
      "tag": "D",
      "shape": "",
      "material": "",
      "count": null,
      "note": "4-Y16 shown for FOUNDATION TO 1ST FLOOR and 2ND FLOOR TO ABOVE ROOF."
    },
    {
      "name": "column tie",
      "tag": "D",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "1-TIE Y8 shown."
    }
  ],
  "measurements": [
    {
      "label": "Schedule scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SCHEDULE OF COLUMNS"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "A"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "A"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "A"
    },
    {
      "label": "Longitudinal reinforcement",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "A"
    },
    {
      "label": "Near junction stirrup spacing",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "A"
    },
    {
      "label": "Rest portion stirrup spacing",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "A"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "B"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "B"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "B"
    },
    {
      "label": "Longitudinal reinforcement",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "B"
    },
    {
      "label": "Near junction stirrup spacing",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "B"
    },
    {
      "label": "Rest portion stirrup spacing",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "B"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C"
    },
    {
      "label": "Longitudinal reinforcement",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C"
    },
    {
      "label": "Near junction stirrup spacing",
      "value": "1-LINK 2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C"
    },
    {
      "label": "Rest portion stirrup spacing",
      "value": "1-LINK 2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C"
    },
    {
      "label": "Column size B X D",
      "value": "250 X 250",
      "unit": "",
      "appliesTo": "D"
    },
    {
      "label": "Column section dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "D"
    },
    {
      "label": "Longitudinal reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "D"
    },
    {
      "label": "Near junction stirrup spacing",
      "value": "1-TIE Y8 @100 C/C",
      "unit": "",
      "appliesTo": "D"
    },
    {
      "label": "Rest portion stirrup spacing",
      "value": "1-TIE Y8 @200 C/C",
      "unit": "",
      "appliesTo": "D"
    },
    {
      "label": "Stirrup hook length",
      "value": "10d (≥75mm.)",
      "unit": "",
      "appliesTo": "STIRRUP DETAIL"
    }
  ],
  "notes": [
    "(d = DIA OF STIRRUP BAR)"
  ],
  "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",
    "SCHEDULE OF TIE BEAMS",
    "BEAM MKD.",
    "SIZE (MM)",
    "REINFORCEMENT",
    "SUPPORT",
    "SPAN",
    "TOP",
    "BOTTOM",
    "STIRRUP",
    "(B)",
    "(D)"
  ],
  "description": "This crop principally shows a schedule of four rectangular column types, A through D, with column marks, quantities, section sizes, longitudinal reinforcement, and stirrup arrangements. A stirrup detail is shown at right, and only the heading portion of the Schedule of Tie Beams is visible at the bottom of the crop."
}

p01_r04 table of column sizes and reinforcement

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r04_table_of_column_sizes_and_reinforcement

Schedule12 objects · 25 measurements · 1 note · 21 labels

This crop principally shows a schedule of four rectangular column types, A through D, with column marks, quantities, section sizes, longitudinal reinforcement, and stirrup arrangements. A stirrup detail is shown at right, and only the heading portion of the Schedule of Tie Beams is visible at the bottom of the crop.

Objects · 12

MarkObjectNo.ShapeNote
Areinforced concrete column6rectangularColumns marked C1, C4, C8, C9, C13, C20.
Acolumn longitudinal reinforcement4-Y20 +4-Y16 shown for FOUNDATION TO 1ST FLOOR and 2ND FLOOR TO ABOVE ROOF.
Acolumn tiesrectangular2-TIES Y8 shown.
Breinforced concrete column12rectangularColumns marked C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21.
Bcolumn longitudinal reinforcement8-Y20 shown for FOUNDATION TO 1ST FLOOR and 2ND FLOOR TO ABOVE ROOF.
Bcolumn tiesrectangular2-TIES Y8 shown.
Creinforced concrete column3rectangularColumns marked C10, C14, C17.
Ccolumn longitudinal reinforcement10-Y20 shown for FOUNDATION TO 1ST FLOOR and 2ND FLOOR TO ABOVE ROOF.
Ccolumn tiesrectangular2-TIES Y8 and 1-LINK shown.
Dreinforced concrete column2squareColumns marked C5, C6.
Dcolumn longitudinal reinforcement4-Y16 shown for FOUNDATION TO 1ST FLOOR and 2ND FLOOR TO ABOVE ROOF.
Dcolumn tiesquare1-TIE Y8 shown.

Measurements · 25

MeasurementValueApplies to
Schedule scale1:25SCHEDULE OF COLUMNS
Column size B X D300 X 500A
Column section dimension500A
Column section dimension300A
Longitudinal reinforcement4-Y20 +4-Y16A
Near junction stirrup spacing2-TIES Y8 @100 C/CA
Rest portion stirrup spacing2-TIES Y8 @200 C/CA
Column size B X D300 X 500B
Column section dimension500B
Column section dimension300B
Longitudinal reinforcement8-Y20B
Near junction stirrup spacing2-TIES Y8 @100 C/CB
Rest portion stirrup spacing2-TIES Y8 @200 C/CB
Column size B X D300 X 500C
Column section dimension500C
Column section dimension300C
Longitudinal reinforcement10-Y20C
Near junction stirrup spacing1-LINK 2-TIES Y8 @100 C/CC
Rest portion stirrup spacing1-LINK 2-TIES Y8 @200 C/CC
Column size B X D250 X 250D
Column section dimension250D
Longitudinal reinforcement4-Y16D
Near junction stirrup spacing1-TIE Y8 @100 C/CD
Rest portion stirrup spacing1-TIE Y8 @200 C/CD
Stirrup hook length10d (≥75mm.)STIRRUP DETAIL

Labels

SCHEDULE OF COLUMNS (SCALE – 1:25)COLUMN MARKEDCOLUMN NOS.COLUMN SIZEFOUNDATION TO 1ST FLOOR2ND FLOOR TO ABOVE ROOFSTIRRUP ARRANGEMENT & SPACINGNEAR JUNCTIONREST PORTIONSTIRRUP DETAILSCHEDULE OF TIE BEAMSBEAM MKD.SIZE (MM)REINFORCEMENTSUPPORTSPANTOPBOTTOMSTIRRUP(B)(D)

Notes

  • (d = DIA OF STIRRUP BAR)

openai/gpt-5.6-terra · 7647 tokens · 19.8s

crop · 9043 × 1534

p01_r05 typical long section of slab typical reinforcement details of beam

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r05_typical_long_section_of_slab_typical_reinforcement_details_of_beam
Original
p01_r05 typical long section of slab typical reinforcement details of beam
{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in typical long section with red reinforcement."
    },
    {
      "name": "reinforcing bars",
      "tag": "DISTRIBUTION BAR",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Distribution bar indicated in slab detail."
    },
    {
      "name": "reinforcing bars",
      "tag": "TOP ALTERNATE BAR",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Top alternate bar indicated in slab detail."
    },
    {
      "name": "reinforcing bars",
      "tag": "TOP BAR",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Top bar indicated in slab detail."
    },
    {
      "name": "reinforcing bars",
      "tag": "BOT. BAR",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Bottom bar indicated in slab detail."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with typical reinforcement details and cantilever at left."
    },
    {
      "name": "beam reinforcement",
      "tag": "(F), (T), (E), (DL)",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Reinforcement marks shown along beam."
    },
    {
      "name": "stirrups",
      "tag": "ST1, ST2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated vertical stirrups shown in beam detail."
    }
  ],
  "measurements": [
    {
      "label": "slab reinforcement length",
      "value": "L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement length",
      "value": "L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.3L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab reinforcement segment",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "beam end length",
      "value": "CL1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement length criterion",
      "value": "CL1 + 300",
      "unit": "mm",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement length criterion",
      "value": "0.25 L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "maximum spacing",
      "value": "50",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam reinforcement segment",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement segment",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement segment",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement segment",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement segment",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement segment",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement segment",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar dimension",
      "value": "10d₍b₎",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "bar dimension",
      "value": "d₍b₎ + 10d₍b₎",
      "unit": "",
      "appliesTo": "beam reinforcement"
    }
  ],
  "notes": [
    "(CL1 + 300mm) OR 0.25 L1 (WHICH EVER IS HIGHER)"
  ],
  "labels": [
    "TYPICAL LONG SECTION OF SLAB",
    "SCALE - N.T.S.",
    "CANTILEVER",
    "TYPICAL REINFORCEMENT DETAILS OF BEAM",
    "ST1",
    "ST2",
    "ORAGE OF BEAM BAR",
    "XTERNAL JOINT(IN ROOF)",
    "LENGTH OF BAR, db = DIA. OF BAR)"
  ],
  "description": "The crop shows two typical reinforced-concrete detailing diagrams: a long section of slab at left and typical reinforcement details of a beam at right. A partial, cut-off detail or note is visible at the far left, and the beam detail includes longitudinal reinforcement zones and repeated ST1/ST2 stirrup regions."
}

p01_r05 typical long section of slab typical reinforcement details of beam

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r05_typical_long_section_of_slab_typical_reinforcement_details_of_beam

Detail8 objects · 27 measurements · 1 note · 9 labels

The crop shows two typical reinforced-concrete detailing diagrams: a long section of slab at left and typical reinforcement details of a beam at right. A partial, cut-off detail or note is visible at the far left, and the beam detail includes longitudinal reinforcement zones and repeated ST1/ST2 stirrup regions.

Objects · 8

MarkObjectNo.ShapeNote
slab1rectangularShown in typical long section with red reinforcement.
DISTRIBUTION BARreinforcing barslinearDistribution bar indicated in slab detail.
TOP ALTERNATE BARreinforcing barslinearTop alternate bar indicated in slab detail.
TOP BARreinforcing barslinearTop bar indicated in slab detail.
BOT. BARreinforcing barslinearBottom bar indicated in slab detail.
beam1rectangularShown with typical reinforcement details and cantilever at left.
(F), (T), (E), (DL)beam reinforcementlinearReinforcement marks shown along beam.
ST1, ST2stirrupsrectangularRepeated vertical stirrups shown in beam detail.

Measurements · 27

MeasurementValueUnitApplies to
slab reinforcement lengthL1slab
slab reinforcement lengthL2slab
slab reinforcement segment0.3L1slab
slab reinforcement segment0.15L1slab
slab reinforcement segment0.3L1slab
slab reinforcement segment0.15L1slab
slab reinforcement segment0.3L2slab
slab reinforcement segment0.15L2slab
slab reinforcement segment0.25L1slab
slab reinforcement segment0.25L1slab
slab reinforcement segment0.25L2slab
slab reinforcement segment0.15L2slab
beam end lengthCL1beam
beam lengthL1beam
beam lengthL2beam
reinforcement length criterionCL1 + 300mmbeam
reinforcement length criterion0.25 L1beam
maximum spacing50beam reinforcement
beam reinforcement segment0.25L1beam
beam reinforcement segment0.25L2beam
beam reinforcement segment0.25L2beam
beam reinforcement segment0.15L1beam
beam reinforcement segment0.15L1beam
beam reinforcement segment0.15L2beam
beam reinforcement segment0.1L2beam
bar dimension10d₍b₎beam reinforcement
bar dimensiond₍b₎ + 10d₍b₎beam reinforcement

Labels

TYPICAL LONG SECTION OF SLABSCALE - N.T.S.CANTILEVERTYPICAL REINFORCEMENT DETAILS OF BEAMST1ST2ORAGE OF BEAM BARXTERNAL JOINT(IN ROOF)LENGTH OF BAR, db = DIA. OF BAR)

Notes

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

openai/gpt-5.6-terra · 3656 tokens · 20.1s

2Map the items24 items · 508 readingsconfigured openai/gpt-5.6-terra-pro · about 5¢ 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.

24 items from 508 readings · 6 new, 18 updated, 15 removed.

24items508readings0on 2+ pages3,735tokens in3,405tokens out

Grouping validation — 24 items · 2 agents · up to 3 rounds · up to 9 billed calls

Foundation Beamfoundation×46 · Rectangular · Reinforced concretep137 crops
Foundation Beam

also calledfloor beambeamcontinuous beamend beamBeamroof beamFloor beamFloor beam reinforcement cross sectionFB4 reinforced concrete beam sectionFB5 reinforced concrete beam sectionFB1 member reinforcement sectionFB2 reinforced member sectionFB3 reinforced member sectionFB3 reinforced concrete beam cross sectionupstanding beam

marksFB1FB2FB4FB5FB3FBIB13, B16B13 / B16B13B16TB1TB2TB3B15TBI

Columnsuperstructure×422 · Rectangular · Reinforced concretep135 crops
Column

also calledcolumnsbeam support / column blockFoundation/support pointsupport blockColumnsReinforced concrete vertical memberreinforced concrete columnvertical reinforced concrete elementvertical reinforced concrete membersupport/column symbolSupport locationscolumn/support symbolcentral rectangular elementunidentified support symbolssquare support symbolscentral support / pedestal symbolssquare support symbolcolumn or pedestalColumn / pedestal symbolscolumn/support+1 more

marksC1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C1,C4,C8,C9,C13,C20C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21C10,C14,C17C5,C6C1–C21+17 more

Reinforcement Barmaterial×130 · vertical bars with hooked bends at beam-column junction · Reinforcing steelp130 crops
Reinforcement Bar

also calledcolumn longitudinal reinforcementbeam bar anchorage reinforcementbeam and column reinforcementbeam longitudinal reinforcementLongitudinal reinforcement barAdditional top longitudinal reinforcement barLongitudinal reinforcing barsFB4 reinforcement detailFB5 reinforcement detailbeam-column joint reinforcementbeam reinforcementreinforcing barslongitudinal reinforcement barslongitudinal reinforcement barreinforcement detailadditional top longitudinal reinforcing barlongitudinal reinforcing barcolumn reinforcementY16 longitudinal reinforcementstair reinforcement+12 more

marks1-Y16(F), (T), (E), (DL)FB4FB5ABCDDISTRIBUTION BARTOP ALTERNATE BARTOP BARBOT. BAR(F)(T)(E)(DL)Y16Y8@150 C/C6-Y16+2-Y16(EX.TOP)+8 more

Slab Panelsuperstructure×122 · rectangular and irregular panelsp118 crops
Slab Panel

also calledfloor slab panelElement marked S3Element marked S4Element marked SIslab/area designationslabSlab or panel areaslab areaslab or panel areastructural area

marksS1S2S3S4SI

Stirrup And Link Reinforcementmaterial×28 · vertical rectangular stirrups · Reinforcing steelp123 crops
Stirrup And Link Reinforcement

also calledbeam stirrupscolumn linksBeam stirrupsTransverse reinforcementConfined joint reinforcementbeam stirrups / linksStirrupStirrup / transverse reinforcementClosed stirrups / linksstirrup reinforcementcolumn tiescolumn tiestirrupslinksstiffener reinforcementreinforcement linktransverse reinforcementY8 transverse reinforcementshear reinforcementcircular reinforcement+4 more

marksABCDST1, ST2Y8Y16@1500 C/CY8@150 C/CFB2FB3

Pile Capfoundation×42 · Rectangular · Reinforced concretep114 crops
Pile Cap

marks2P3P4P6P8P3-PP-3P-8P-6P-5P-4P-2

Tie Beamfoundation×18 · Rectangular · Reinforced concretep115 crops
Tie Beam

also calledrectangular beam reinforcement sectionTie beam foundationTB1 reinforcement sectionTB2 reinforcement sectionTB3 reinforced concrete beam cross section

marksTB1TB2TB3

Stairsuperstructure×20 · rectangular flight with parallel tread lines · Reinforced concretep117 crops
Stair

also calledstair flightStair flightstair landing slabsStair or landingstair/landingstair flight and landingsStepped slab or stair element

marksS4

Pilefoundation×150 · Circular · Concretep115 crops
Pile

also calledcircular reinforced concrete memberpilesPiles

Landing Beamsuperstructure×11 · Rectangularp111 crops
Landing Beam

also calledhalf landing beamHalf landing beam

marksZ

Brick Flat Solingmaterial×9 · Horizontal layer · B.F.S.p16 crops
Brick Flat Soling

also calledbrick flat soling layerB.F.S. layerB.F.S layer

marksB.F.S

Brick Wallsuperstructure×12 · Rectangular · Brickp16 crops
Brick Wall
Plain Cement Concrete Layermaterial×9 · Horizontal layer · P.C.C. (1:4:8)p16 crops
Plain Cement Concrete Layer

also calledPlain cement concrete beddingplain cement concrete bedding

marksP.C.C

Gateancillary×4 · Curvedp15 crops
Gate

marksGATE

Lift Foundationfoundation×3 · Rectangular · Reinforced concretep13 crops
Lift Foundation

also calledlift foundation / tie beamfoundation of lift

marks8-P

Upstand Beamsuperstructure×3 · Rectangular · Reinforced concretep13 crops
Upstand Beam

also calledUp stand beam

marksB15

Cover BlockmaterialRectangularp12 crops
Cover Block
Confined Jointsuperstructure×1 · Rectangularp11 crop
Confined Joint
Filled Structural Elementother×1 · Irregular polygonalp11 crop
Filled Structural Element
Lift Wallsuperstructure×2 · Rectangular · Reinforced concretep11 crop
Lift Wall

also calledvertical lift wall / column

  • p1p01_r09“vertical lift wall / column” · ×2
Project Titleotherp11 crop
Project Title

also calledProposed parking + G+2 storied residential building

Reinforcement Chairmaterial×1 · Reinforcement supportp11 crop
Reinforcement Chair

also calledChair

Triangular Filled Elementother×1 · Triangularp11 crop
Triangular Filled Element
  • p1p01_r20“triangular filled element” · ×1
Unidentified Structural Elementother×1 · Irregular polygonp11 crop
Unidentified Structural Element
  • p1p01_r24“unidentified structural element” · ×1
3Match the ontologynot matched yetconfigured openai/gpt-5.6-terra-pro · $2.00 → $12.00 per M · 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.

Nothing classified yet. Map the items in step 2, then match them here.
◈Index for the agentnot indexed · 2310 points readyopenai/text-embedding-3-small

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.

2310 points ready to index.

0points stored2,310points ready64crops24items166,364tokens embedded

Collection mindmap_vectors, filtered on projectId = mkpa_techno_building_2025_job_020_structural_43ddbb3f10-a7e6f52557d94fa59120d99e45893862.