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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 116 crops · 16 read
crop · 2389 × 3201

p01_r30 tie beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r30_tie_beam_layout
Original
p01_r30 tie beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "tie beam",
      "tag": "TB1",
      "shape": "linear, including diagonal runs",
      "material": "",
      "count": null,
      "note": "Multiple TB1 runs are shown."
    },
    {
      "name": "tie beam",
      "tag": "TB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple TB2 runs are shown."
    },
    {
      "name": "tie beam",
      "tag": "TB3",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple TB3 runs are shown."
    },
    {
      "name": "square support symbol",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 22,
      "note": "Solid square symbols occur at tie-beam intersections and ends; no member tag or material is printed."
    },
    {
      "name": "stair",
      "tag": "",
      "shape": "rectangular flight with treads",
      "material": "",
      "count": 1,
      "note": "Shown near the central-left portion of the layout."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid dimension A to C",
      "value": "3950",
      "unit": "",
      "appliesTo": "grid lines A-C"
    },
    {
      "label": "horizontal grid dimension C to D",
      "value": "1650",
      "unit": "",
      "appliesTo": "grid lines C-D"
    },
    {
      "label": "horizontal grid dimension D to F",
      "value": "4500",
      "unit": "",
      "appliesTo": "grid lines D-F"
    },
    {
      "label": "horizontal grid dimension F to G",
      "value": "3625",
      "unit": "",
      "appliesTo": "grid lines F-G"
    },
    {
      "label": "vertical grid dimension 1 to 2",
      "value": "3400",
      "unit": "",
      "appliesTo": "grid lines 1-2"
    },
    {
      "label": "vertical grid dimension 2 to 3",
      "value": "1950",
      "unit": "",
      "appliesTo": "grid lines 2-3"
    },
    {
      "label": "vertical grid dimension 3 to 4",
      "value": "2650",
      "unit": "",
      "appliesTo": "grid lines 3-4"
    },
    {
      "label": "vertical grid dimension 4 to 6",
      "value": "2965",
      "unit": "",
      "appliesTo": "grid lines 4-6"
    },
    {
      "label": "vertical grid dimension 6 to 9",
      "value": "4125",
      "unit": "",
      "appliesTo": "grid lines 6-9"
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "lower-left internal bay"
    },
    {
      "label": "vertical grid dimension 1 to 3",
      "value": "5350",
      "unit": "",
      "appliesTo": "right-side grid lines 1-3"
    },
    {
      "label": "vertical grid dimension 3 to 5",
      "value": "4123",
      "unit": "",
      "appliesTo": "right-side grid lines 3-5"
    },
    {
      "label": "vertical grid dimension 5 to 8",
      "value": "2057",
      "unit": "",
      "appliesTo": "right-side grid lines 5-8"
    },
    {
      "label": "vertical grid dimension 8 to 7",
      "value": "1237",
      "unit": "",
      "appliesTo": "right-side grid lines 8-7"
    },
    {
      "label": "horizontal grid dimension A to B",
      "value": "3575",
      "unit": "",
      "appliesTo": "grid lines A-B"
    },
    {
      "label": "horizontal grid dimension B to E",
      "value": "4290",
      "unit": "",
      "appliesTo": "grid lines B-E"
    },
    {
      "label": "horizontal grid dimension E to F",
      "value": "2235",
      "unit": "",
      "appliesTo": "grid lines E-F"
    },
    {
      "label": "horizontal grid dimension F to G",
      "value": "3625",
      "unit": "",
      "appliesTo": "grid lines F-G"
    },
    {
      "label": "internal horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "TB2 bay near grid lines B-D"
    },
    {
      "label": "internal horizontal dimension",
      "value": "2275",
      "unit": "",
      "appliesTo": "lower-left internal bay"
    },
    {
      "label": "internal horizontal dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "lower-left internal bay"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "diagonal TB1 alignment from B/9' toward E'"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "diagonal TB1 alignment between E' and F'"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "diagonal TB1 alignment between F' and G'"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 0.000",
      "unit": "M",
      "appliesTo": "tie beam layout"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "drawing"
    }
  ],
  "notes": [],
  "labels": [
    "TIE BEAM LAYOUT",
    "TOP OF BEAM (+) 0.000M",
    "SCALE - 1:100",
    "Grid lines: A, B, C, D, E, F, G, B', E', F', G'",
    "Grid lines: 1, 2, 3, 4, 5, 6, 7, 8, 9, 9'",
    "N"
  ],
  "description": "This crop is a plan titled \"TIE BEAM LAYOUT\" at top-of-beam elevation (+) 0.000M. It shows a network of TB1, TB2, and TB3 tie beams between square support symbols on lettered and numbered grids, including a diagonal TB1 alignment in the lower-right area. A stair flight is shown within the central-left portion of the tie-beam layout."
}

p01_r30 tie beam layout

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r30_tie_beam_layout

Plan5 objects · 26 measurements · 6 labels

This crop is a plan titled "TIE BEAM LAYOUT" at top-of-beam elevation (+) 0.000M. It shows a network of TB1, TB2, and TB3 tie beams between square support symbols on lettered and numbered grids, including a diagonal TB1 alignment in the lower-right area. A stair flight is shown within the central-left portion of the tie-beam layout.

Objects · 5

MarkObjectNo.ShapeNote
TB1tie beamlinear, including diagonal runsMultiple TB1 runs are shown.
TB2tie beamlinearMultiple TB2 runs are shown.
TB3tie beamlinearMultiple TB3 runs are shown.
square support symbol22squareSolid square symbols occur at tie-beam intersections and ends; no member tag or material is printed.
stair1rectangular flight with treadsShown near the central-left portion of the layout.

Measurements · 26

MeasurementValueUnitApplies to
horizontal grid dimension A to C3950grid lines A-C
horizontal grid dimension C to D1650grid lines C-D
horizontal grid dimension D to F4500grid lines D-F
horizontal grid dimension F to G3625grid lines F-G
vertical grid dimension 1 to 23400grid lines 1-2
vertical grid dimension 2 to 31950grid lines 2-3
vertical grid dimension 3 to 42650grid lines 3-4
vertical grid dimension 4 to 62965grid lines 4-6
vertical grid dimension 6 to 94125grid lines 6-9
vertical dimension1600lower-left internal bay
vertical grid dimension 1 to 35350right-side grid lines 1-3
vertical grid dimension 3 to 54123right-side grid lines 3-5
vertical grid dimension 5 to 82057right-side grid lines 5-8
vertical grid dimension 8 to 71237right-side grid lines 8-7
horizontal grid dimension A to B3575grid lines A-B
horizontal grid dimension B to E4290grid lines B-E
horizontal grid dimension E to F2235grid lines E-F
horizontal grid dimension F to G3625grid lines F-G
internal horizontal dimension1400TB2 bay near grid lines B-D
internal horizontal dimension2275lower-left internal bay
internal horizontal dimension1300lower-left internal bay
diagonal dimension4903diagonal TB1 alignment from B/9' toward E'
diagonal dimension2554diagonal TB1 alignment between E' and F'
diagonal dimension4143diagonal TB1 alignment between F' and G'
top of beam elevation(+) 0.000Mtie beam layout
scale1:100drawing

Labels

TIE BEAM LAYOUTTOP OF BEAM (+) 0.000MSCALE - 1:100Grid lines: A, B, C, D, E, F, G, B', E', F', G'Grid lines: 1, 2, 3, 4, 5, 6, 7, 8, 9, 9'N

openai/gpt-5.6-terra · 6479 tokens · 21.6s

crop · 2099 × 3159

p01_r31 1st floor beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r31_1st_floor_beam_layout
Original
p01_r31 1st floor beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam designation throughout the layout; one callout reads \"FB1 (UP STANDING)\"."
    },
    {
      "name": "beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam designation."
    },
    {
      "name": "beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two short beams shown in the upper central area."
    },
    {
      "name": "beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam designation, including short internal beams."
    },
    {
      "name": "beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated vertical beam designation on the right side."
    },
    {
      "name": "landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Identified beside the stair/landing area as \"LANDING BEAM\"."
    },
    {
      "name": "stair/landing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Parallel tread lines are shown within the landing-beam area."
    },
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "rectangular and irregular polygonal panels",
      "material": "",
      "count": null,
      "note": "Repeated S1 panel mark."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "One S2 panel in the upper central-right bay."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular and irregular polygonal panels",
      "material": "",
      "count": 4,
      "note": "Four visible S3 panel marks."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two visible S4 panel marks."
    },
    {
      "name": "column/support symbol",
      "tag": "",
      "shape": "square/rectangular",
      "material": "",
      "count": 24,
      "note": "Filled dark support symbols occur at beam intersections and along the perimeter."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "between grids A and C"
    },
    {
      "label": "horizontal grid dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "between grids C and D"
    },
    {
      "label": "horizontal grid dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "between grids D and F"
    },
    {
      "label": "horizontal grid dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "between grids F and G"
    },
    {
      "label": "horizontal offset",
      "value": "225",
      "unit": "",
      "appliesTo": "near grid F at upper edge"
    },
    {
      "label": "vertical grid dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "between grids I and 2"
    },
    {
      "label": "vertical offset",
      "value": "125",
      "unit": "",
      "appliesTo": "near grid 2 at left side"
    },
    {
      "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 dimension",
      "value": "1525",
      "unit": "",
      "appliesTo": "left-side dimension string"
    },
    {
      "label": "vertical dimension",
      "value": "1440",
      "unit": "",
      "appliesTo": "left-side dimension string"
    },
    {
      "label": "vertical grid dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "between grids 6 and 9"
    },
    {
      "label": "vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "left-side dimension string"
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "upper central FB3 bay"
    },
    {
      "label": "vertical dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "upper central FB3 bay"
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "near FB1 (UP STANDING) callout"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "near lower central FB2"
    },
    {
      "label": "diagonal dimension",
      "value": "1552",
      "unit": "",
      "appliesTo": "diagonal FB1 at landing area"
    },
    {
      "label": "diagonal dimension",
      "value": "3578",
      "unit": "",
      "appliesTo": "diagonal FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "226",
      "unit": "",
      "appliesTo": "diagonal FB1 near lower central support"
    },
    {
      "label": "diagonal dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "diagonal FB1 near grid F"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "lower diagonal dimension line"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "right lower diagonal dimension line"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "long lower diagonal dimension line"
    },
    {
      "label": "vertical/offset dimension",
      "value": "875",
      "unit": "",
      "appliesTo": "near lower central support"
    },
    {
      "label": "horizontal dimension",
      "value": "2300",
      "unit": "",
      "appliesTo": "lower-left FB2 bay"
    },
    {
      "label": "horizontal dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "lower-left FB2 bay"
    },
    {
      "label": "elevation",
      "value": "(+) 3.000M",
      "unit": "",
      "appliesTo": "TOP OF BEAM"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "drawing scale"
    }
  ],
  "notes": [
    "FB1 (UP STANDING)"
  ],
  "labels": [
    "1ST FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 3.000M",
    "SCALE - 1:100",
    "LANDING BEAM",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "9'",
    "I",
    "2",
    "3",
    "4",
    "6",
    "9"
  ],
  "description": "This crop is a first-floor structural beam layout plan at top-of-beam elevation (+) 3.000M. It shows beams designated FB1 through FB5, slab-panel marks S1 through S4, support symbols, grid references, and a landing/stair area. The lower portion includes diagonal FB1 members and associated diagonal setting-out dimensions."
}

p01_r31 1st floor beam layout

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r31_1st_floor_beam_layout

Plan12 objects · 29 measurements · 1 note · 22 labels

This crop is a first-floor structural beam layout plan at top-of-beam elevation (+) 3.000M. It shows beams designated FB1 through FB5, slab-panel marks S1 through S4, support symbols, grid references, and a landing/stair area. The lower portion includes diagonal FB1 members and associated diagonal setting-out dimensions.

Objects · 12

MarkObjectNo.ShapeNote
FB1beamrectangularRepeated beam designation throughout the layout; one callout reads "FB1 (UP STANDING)".
FB2beamrectangularRepeated beam designation.
FB3beam2rectangularTwo short beams shown in the upper central area.
FB4beamrectangularRepeated beam designation, including short internal beams.
FB5beamrectangularRepeated vertical beam designation on the right side.
landing beam1rectangularIdentified beside the stair/landing area as "LANDING BEAM".
stair/landing1rectangularParallel tread lines are shown within the landing-beam area.
S1slab panelrectangular and irregular polygonal panelsRepeated S1 panel mark.
S2slab panel1rectangularOne S2 panel in the upper central-right bay.
S3slab panel4rectangular and irregular polygonal panelsFour visible S3 panel marks.
S4slab panel2rectangularTwo visible S4 panel marks.
column/support symbol24square/rectangularFilled dark support symbols occur at beam intersections and along the perimeter.

Measurements · 29

MeasurementValueApplies to
horizontal grid dimension3950between grids A and C
horizontal grid dimension1650between grids C and D
horizontal grid dimension4500between grids D and F
horizontal grid dimension3625between grids F and G
horizontal offset225near grid F at upper edge
vertical grid dimension3400between grids I and 2
vertical offset125near grid 2 at left side
vertical grid dimension1950between grids 2 and 3
vertical grid dimension2650between grids 3 and 4
vertical dimension1525left-side dimension string
vertical dimension1440left-side dimension string
vertical grid dimension4125between grids 6 and 9
vertical dimension2965left-side dimension string
vertical dimension1600upper central FB3 bay
vertical dimension1800upper central FB3 bay
horizontal dimension740near FB1 (UP STANDING) callout
horizontal dimension1400near lower central FB2
diagonal dimension1552diagonal FB1 at landing area
diagonal dimension3578diagonal FB1
diagonal dimension226diagonal FB1 near lower central support
diagonal dimension257diagonal FB1 near grid F
diagonal dimension2554lower diagonal dimension line
diagonal dimension4143right lower diagonal dimension line
diagonal dimension4903long lower diagonal dimension line
vertical/offset dimension875near lower central support
horizontal dimension2300lower-left FB2 bay
horizontal dimension1275lower-left FB2 bay
elevation(+) 3.000MTOP OF BEAM
scale1:100drawing scale

Labels

1ST FLOOR BEAM LAYOUTTOP OF BEAM (+) 3.000MSCALE - 1:100LANDING BEAMNABCDEFGB'E'F'9'I23469

Notes

  • FB1 (UP STANDING)

openai/gpt-5.6-terra · 6631 tokens · 27.6s

crop · 2778 × 3229

p01_r32 2nd floor beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r32_2nd_floor_beam_layout
Original
p01_r32 2nd floor beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "FB1",
      "shape": "linear, including rectilinear and diagonal runs",
      "material": "",
      "count": null,
      "note": "Repeated beam designation throughout the layout."
    },
    {
      "name": "beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "FB3",
      "shape": "rectilinear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "FB4",
      "shape": "rectilinear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "column",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 21,
      "note": "Shown as solid dark square column symbols at beam intersections and ends."
    },
    {
      "name": "slab panel",
      "tag": "SI",
      "shape": "rectangular or irregular polygonal",
      "material": "",
      "count": 9,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular or irregular polygonal",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "landing beam",
      "tag": "Z",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Called out adjacent to the stair opening."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Parallel tread lines are shown between grid lines 3 and 4."
    }
  ],
  "measurements": [
    {
      "label": "grid spacing A-C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing C-D",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing D-F",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing F-G",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing G to right-hand extension",
      "value": "1625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 1-2",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 2-3",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 3-4",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 4-6",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 6-9",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-hand vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-hand vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-hand vertical offset",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-hand vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-hand vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-hand vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2525",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "horizontal offset",
      "value": "225",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "horizontal dimension",
      "value": "1675",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "horizontal dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "1709",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing A-B",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing B-E",
      "value": "4290",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing E-F",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing F-G",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "TOP OF BEAM",
      "value": "+ 6.600M",
      "unit": "M",
      "appliesTo": ""
    },
    {
      "label": "SCALE",
      "value": "1:100",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "2ND FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 6.600M",
    "SCALE - 1:100",
    "LANDING BEAM",
    "N",
    "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 beam layout plan at the stated top-of-beam level of + 6.600M. It shows a gridded building floor with beams FB1 through FB5, square column locations, slab-panel designations, a stair/landing-beam area, and an angled lower-right beam line. A north arrow and dimensional grid layout are included."
}

p01_r32 2nd floor beam layout

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r32_2nd_floor_beam_layout

Plan12 objects · 33 measurements · 26 labels

This crop is a second-floor beam layout plan at the stated top-of-beam level of + 6.600M. It shows a gridded building floor with beams FB1 through FB5, square column locations, slab-panel designations, a stair/landing-beam area, and an angled lower-right beam line. A north arrow and dimensional grid layout are included.

Objects · 12

MarkObjectNo.ShapeNote
FB1beamlinear, including rectilinear and diagonal runsRepeated beam designation throughout the layout.
FB2beamlinear
FB3beamrectilinear
FB4beamrectilinear
FB5beamlinear
column21squareShown as solid dark square column symbols at beam intersections and ends.
SIslab panel9rectangular or irregular polygonal
S2slab panel1rectangular
S3slab panel3rectangular or irregular polygonal
S4slab panel3rectangular
Zlanding beam1linearCalled out adjacent to the stair opening.
stair flight1rectangularParallel tread lines are shown between grid lines 3 and 4.

Measurements · 33

MeasurementValueUnitApplies to
grid spacing A-C3950
grid spacing C-D1650
grid spacing D-F4500
grid spacing F-G3625
grid spacing G to right-hand extension1625
grid spacing 1-23400
grid spacing 2-31950
grid spacing 3-42650
grid spacing 4-62965
grid spacing 6-94125
right-hand vertical dimension3215
right-hand vertical dimension5350
right-hand vertical offset225
right-hand vertical dimension4123
right-hand vertical dimension2057
right-hand vertical dimension1237
vertical dimension2525FB5
horizontal dimension1400FB2
horizontal offset225FB3
horizontal dimension1675FB2
horizontal dimension1950FB2
horizontal dimension625
horizontal dimension1400FB2
diagonal dimension4903FB1
diagonal dimension2554FB1
diagonal dimension1709FB1
diagonal dimension4143
grid spacing A-B3575
grid spacing B-E4290
grid spacing E-F2235
grid spacing F-G3625
TOP OF BEAM+ 6.600MM
SCALE1:100

Labels

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

openai/gpt-5.6-terra · 7996 tokens · 25.9s

item · 3895 × 7623

Multiple Schedules

page 1 · multiple_schedules_p01_r03
Original
Multiple Schedules
{
  "view": "Schedule",
  "objects": [
    {
      "name": "reinforced concrete 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": "reinforced concrete 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": "reinforced concrete column",
      "tag": "C10, C14, C17",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Column size shown as B X D, 300 X 500."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C5, C6",
      "shape": "square",
      "material": "",
      "count": 2,
      "note": "Column size shown as 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": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "pile cap",
      "tag": "2P",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Grade of concrete M25."
    },
    {
      "name": "pile cap",
      "tag": "3P",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Size shown as AS/DRG."
    },
    {
      "name": "pile cap",
      "tag": "4P",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "Grade of concrete M25."
    },
    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Grade of concrete M25."
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Grade of concrete M25."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Pile schedule row shown."
    },
    {
      "name": "stirrup",
      "tag": "",
      "shape": "rectangular with rounded corners",
      "material": "",
      "count": null,
      "note": "Partial stirrup detail shown."
    }
  ],
  "measurements": [
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Foundation to 2nd 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 support stirrup arrangement and spacing",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Rest portion stirrup arrangement and spacing",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Foundation to 2nd 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 support stirrup arrangement and spacing",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Rest portion stirrup arrangement and spacing",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Foundation to 2nd 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 support stirrup arrangement and spacing",
      "value": "1-LINK 2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Rest portion stirrup arrangement and spacing",
      "value": "1-LINK 2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Column size B X D",
      "value": "250 X 250",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Foundation to 2nd 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 support stirrup arrangement and spacing",
      "value": "I-TIE Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Rest portion stirrup arrangement and spacing",
      "value": "I-TIE Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Size (D)",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Size (D)",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Size (D)",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +1-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +1-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Size (D)",
      "value": "400",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Size (B)",
      "value": "300",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Support top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S1"
    },
    {
      "label": "At support top reinforcement",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "At support bottom reinforcement",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "At span bottom reinforcement",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "Thickness",
      "value": "150",
      "unit": "MM",
      "appliesTo": "S2"
    },
    {
      "label": "At support top reinforcement",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "At support bottom reinforcement",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "At span bottom reinforcement",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "Thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S3"
    },
    {
      "label": "At support top reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "At support bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "At span bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "Thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S4"
    },
    {
      "label": "At support top reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "At support bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "At span bottom reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "Distribution reinforcement",
      "value": "Y8 @ 200 C/C",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "Pile cap size",
      "value": "2100 X 750",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "Pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "Reinforcement in shorter direction",
      "value": "4L-Y10 @ 150 C/C",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "Reinforcement in longer direction",
      "value": "Y12 @ 150 C/C (TOP) Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "Pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "Reinforcement in shorter direction",
      "value": "Y10 @ 130 C/C (TOP) Y10 @ 130 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "Reinforcement in longer direction",
      "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": "Reinforcement in shorter direction",
      "value": "Y12 @ 125 C/C (TOP) Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "Reinforcement in longer direction",
      "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": "Reinforcement in shorter direction",
      "value": "Y16 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "Reinforcement in longer direction",
      "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": "Reinforcement in shorter direction",
      "value": "Y20 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "Reinforcement in longer direction",
      "value": "Y20 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "Side face reinforcement",
      "value": "Y12 @ 150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Dia of pile",
      "value": "450 Ø",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Termination level",
      "value": "-18.000M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "6 - Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Capacity",
      "value": "32.50 M.T.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Stirrup detail dimension",
      "value": "10d",
      "unit": "",
      "appliesTo": "stirrup"
    },
    {
      "label": "Development length callout",
      "value": "Ld + 10db",
      "unit": "",
      "appliesTo": "partial detail"
    }
  ],
  "notes": [
    "ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C",
    "GRADE OF CONCRETE - M25",
    "SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS",
    "GRADE OF CONCRETE - M25",
    "MINIMUM CEMENT CONTENT IN CONCRETE WILL BE - 400KG/M³",
    "(d = DIA OF STIRRUP BAR)"
  ],
  "labels": [
    "SCHEDULE OF COLUMNS (SCALE - 1:25)",
    "SCHEDULE OF TIE BEAMS",
    "SCHEDULE OF FLOOR BEAMS",
    "SCHEDULE OF SLAB",
    "PILE CAP SCHEDULE",
    "PILE SCHEDULE",
    "STIRRUP DETAIL",
    "ANCHORAGE IN AN EXTE...",
    "TYPICAL DUCTILE DETAIL BEAM COLUMN JUNC...",
    "BEAM & ... SHALL BE OVER TH..."
  ],
  "description": "This crop is primarily a structural schedule area containing column, tie beam, floor beam, slab, pile-cap, and pile schedules. Partial reinforcement details are visible at the right, including a stirrup detail, a partial anchorage detail, and a partial typical ductile beam-column junction detail; their titles and callouts are cut off."
}

Multiple Schedules

done

multiple_schedules_p01_r03

Schedule23 objects · 119 measurements · 6 notes · 10 labels

This crop is primarily a structural schedule area containing column, tie beam, floor beam, slab, pile-cap, and pile schedules. Partial reinforcement details are visible at the right, including a stirrup detail, a partial anchorage detail, and a partial typical ductile beam-column junction detail; their titles and callouts are cut off.

Objects · 23

MarkObjectNo.ShapeNote
C1, C4, C8, C9, C13, C20reinforced concrete column6rectangularColumn size shown as B X D, 300 X 500.
C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21reinforced concrete column12rectangularColumn size shown as B X D, 300 X 500.
C10, C14, C17reinforced concrete column3rectangularColumn size shown as B X D, 300 X 500.
C5, C6reinforced concrete column2squareColumn size shown as B X D, 250 X 250.
TB1tie beamrectangular
TB2tie beamrectangular
TB3tie beamrectangular
FB1floor beamrectangular
FB2floor beamrectangular
FB3floor beamrectangular
FB4floor beamrectangular
FB5floor beamrectangular
S1slab panel
S2slab panel
S3slab panel
S4slab panel
2Ppile caprectangularGrade of concrete M25.
3Ppile capSize shown as AS/DRG.
4Ppile capsquareGrade of concrete M25.
6Ppile caprectangularGrade of concrete M25.
8Ppile caprectangularGrade of concrete M25.
pilecircularPile schedule row shown.
stirruprectangular with rounded cornersPartial stirrup detail shown.

Measurements · 119

MeasurementValueUnitApplies to
Column size B X D300 X 500C1, C4, C8, C9, C13, C20
Foundation to 2nd 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 support stirrup arrangement and spacing2-TIES Y8 @100 C/CC1, C4, C8, C9, C13, C20
Rest portion stirrup arrangement and spacing2-TIES Y8 @200 C/CC1, C4, C8, C9, C13, C20
Column size B X D300 X 500C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Foundation to 2nd 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 support stirrup arrangement and spacing2-TIES Y8 @100 C/CC2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Rest portion stirrup arrangement and spacing2-TIES Y8 @200 C/CC2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21
Column size B X D300 X 500C10, C14, C17
Foundation to 2nd floor reinforcement10-Y20C10, C14, C17
2nd floor to above roof reinforcement10-Y20C10, C14, C17
Near support stirrup arrangement and spacing1-LINK 2-TIES Y8 @100 C/CC10, C14, C17
Rest portion stirrup arrangement and spacing1-LINK 2-TIES Y8 @200 C/CC10, C14, C17
Column size B X D250 X 250C5, C6
Foundation to 2nd floor reinforcement4-Y16C5, C6
2nd floor to above roof reinforcement4-Y16C5, C6
Near support stirrup arrangement and spacingI-TIE Y8 @100 C/CC5, C6
Rest portion stirrup arrangement and spacingI-TIE Y8 @200 C/CC5, C6
Size (B)250MMTB1
Size (D)400MMTB1
Support top reinforcement2-Y16TB1
Support bottom reinforcement2-Y16TB1
Span top reinforcement2-Y16TB1
Span bottom reinforcement2-Y16TB1
Stirrup2L-Y8 @ 150 C/CTB1
Size (B)250MMTB2
Size (D)400MMTB2
Support top reinforcement2-Y16 +2-Y16TB2
Support bottom reinforcement2-Y16TB2
Span top reinforcement2-Y16TB2
Span bottom reinforcement2-Y16 +2-Y16TB2
Stirrup2L-Y8 @ 150 C/CTB2
Size (B)250MMTB3
Size (D)400MMTB3
Support top reinforcement2-Y16TB3
Support bottom reinforcement2-Y16TB3
Span top reinforcement2-Y16TB3
Span bottom reinforcement2-Y16 +1-Y16TB3
Stirrup2L-Y8 @ 150 C/CTB3
Size (B)250MMFB1
Size (D)450MMFB1
Support top reinforcement2-Y16FB1
Support bottom reinforcement2-Y16FB1
Span top reinforcement2-Y16FB1
Span bottom reinforcement2-Y16FB1
Stirrup2L-Y8 @ 150 C/CFB1
Size (B)250MMFB2
Size (D)450MMFB2
Support top reinforcement2-Y16 +2-Y16FB2
Support bottom reinforcement2-Y16FB2
Span top reinforcement2-Y16FB2
Span bottom reinforcement2-Y16 +2-Y16FB2
Stirrup2L-Y8 @ 150 C/CFB2
Size (B)250MMFB3
Size (D)450MMFB3
Support top reinforcement2-Y16 +2-Y16FB3
Support bottom reinforcement2-Y16FB3
Span top reinforcement2-Y16FB3
Span bottom reinforcement2-Y16 +1-Y16FB3
Stirrup2L-Y8 @ 150 C/CFB3
Size (B)250MMFB4
Size (D)400MMFB4
Support top reinforcement2-Y16FB4
Support bottom reinforcement2-Y16FB4
Span top reinforcement2-Y16FB4
Span bottom reinforcement2-Y16FB4
Stirrup2L-Y8 @ 150 C/CFB4
Size (B)300MMFB5
Size (D)450MMFB5
Support top reinforcement4-Y16FB5
Support bottom reinforcement4-Y16FB5
Span top reinforcement4-Y16FB5
Span bottom reinforcement4-Y16FB5
Stirrup2L-Y8 @ 150 C/CFB5
Thickness125MMS1
At support top reinforcementY8 @ 125 C/CS1
At support bottom reinforcementY8 @ 125 C/CS1
At span bottom reinforcementY8 @ 125 C/CS1
Thickness150MMS2
At support top reinforcementY10 @ 125 C/CS2
At support bottom reinforcementY10 @ 125 C/CS2
At span bottom reinforcementY10 @ 125 C/CS2
Thickness125MMS3
At support top reinforcementY8 @ 150 C/CS3
At support bottom reinforcementY8 @ 150 C/CS3
At span bottom reinforcementY8 @ 150 C/CS3
Thickness125MMS4
At support top reinforcementY8 @ 150 C/CS4
At support bottom reinforcementY8 @ 150 C/CS4
At span bottom reinforcementY8 @ 150 C/CS4
Distribution reinforcementY8 @ 200 C/Cslab
Pile cap size2100 X 7502P
Pile cap depth10002P
Reinforcement in shorter direction4L-Y10 @ 150 C/C2P
Reinforcement in longer directionY12 @ 150 C/C (TOP) Y12 @ 150 C/C (BOT.)2P
Pile cap depth10003P
Reinforcement in shorter directionY10 @ 130 C/C (TOP) Y10 @ 130 C/C (BOT.)3P
Reinforcement in longer directionY12 @ 150 C/C (TOP) Y12 @ 150 C/C (BOT.)3P
Pile cap size2100 X 21004P
Pile cap depth10004P
Reinforcement in shorter directionY12 @ 125 C/C (TOP) Y16 @ 125 C/C (BOT.)4P
Reinforcement in longer directionY12 @ 125 C/C (TOP) Y16 @ 125 C/C (BOT.)4P
Pile cap size3450 X 21006P
Pile cap depth10006P
Reinforcement in shorter directionY16 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)6P
Reinforcement in longer directionY16 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)6P
Pile cap size3450 X 30888P
Pile cap depth10008P
Reinforcement in shorter directionY20 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)8P
Reinforcement in longer directionY20 @ 150 C/C (TOP) Y20 @ 150 C/C (BOT.)8P
Side face reinforcementY12 @ 150 C/Cpile cap
Dia of pile450 Øpile
Termination level-18.000Mpile
Reinforcement6 - Y16pile
Capacity32.50 M.T.pile
Stirrup detail dimension10dstirrup
Development length calloutLd + 10dbpartial detail

Labels

SCHEDULE OF COLUMNS (SCALE - 1:25)SCHEDULE OF TIE BEAMSSCHEDULE OF FLOOR BEAMSSCHEDULE OF SLABPILE CAP SCHEDULEPILE SCHEDULESTIRRUP DETAILANCHORAGE IN AN EXTE...TYPICAL DUCTILE DETAIL BEAM COLUMN JUNC...BEAM & ... SHALL BE OVER TH...

Notes

  • ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C
  • GRADE OF CONCRETE - M25
  • SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS
  • GRADE OF CONCRETE - M25
  • MINIMUM CEMENT CONTENT IN CONCRETE WILL BE - 400KG/M³
  • (d = DIA OF STIRRUP BAR)

openai/gpt-5.6-terra · 8201 tokens · 31.6s

item · 2733 × 1492

Owner Certification

page 1 · owner_certification_p01_r22
Original
Owner Certification
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "SIGNATURE OF OWNER (S)",
    "GENERAL NOTES",
    "I",
    "J"
  ],
  "description": "This crop shows a title-block or sheet-border region with an owner signature field and a GENERAL NOTES heading. No constructional content, dimensions, or note text is visible within the crop."
}

Owner Certification

done

owner_certification_p01_r22

Title Block4 labels

This crop shows a title-block or sheet-border region with an owner signature field and a GENERAL NOTES heading. No constructional content, dimensions, or note text is visible within the crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

SIGNATURE OF OWNER (S)GENERAL NOTESIJ

openai/gpt-5.6-terra · 3669 tokens · 3.2s

item · 2749 × 1919

Pile Cap

page 1 · pile_cap_p01_r17
Original
Pile Cap
{
  "view": "Section",
  "objects": [
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top identified at EL (-) 0.600 M."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular shaft with broken lower extent",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Pile bars and binding steel are shown."
    },
    {
      "name": "Tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member shown rising from the pile cap."
    },
    {
      "name": "Plain cement concrete layer",
      "tag": "P.C.C",
      "shape": "rectangular layer",
      "material": "plain cement concrete",
      "count": 3,
      "note": "Shown above the pile cap and below the pile cap/piles."
    },
    {
      "name": "B.F.S layer",
      "tag": "B.F.S",
      "shape": "rectangular layer",
      "material": "",
      "count": 3,
      "note": "Shown adjacent to the P.C.C layers."
    },
    {
      "name": "Shear reinforcement",
      "tag": "",
      "shape": "reinforcing bars",
      "material": "steel",
      "count": 6,
      "note": "Callout states 6L - Y10 @ 130 C/C."
    },
    {
      "name": "Top reinforcement",
      "tag": "",
      "shape": "reinforcing bars",
      "material": "steel",
      "count": 5,
      "note": "Callout states 5-Y12."
    },
    {
      "name": "Pile-cap reinforcement",
      "tag": "",
      "shape": "reinforcing bars",
      "material": "steel",
      "count": null,
      "note": "Y12 @150 C/C is called out at the cap."
    },
    {
      "name": "Side reinforcement",
      "tag": "",
      "shape": "reinforcing bars",
      "material": "steel",
      "count": null,
      "note": "Callout states Y12@150 C/C SIDE REINF."
    },
    {
      "name": "Bottom reinforcement",
      "tag": "",
      "shape": "reinforcing bars",
      "material": "steel",
      "count": 10,
      "note": "Two visible callouts state 5-Y16 AT BOT."
    },
    {
      "name": "Binding steel",
      "tag": "",
      "shape": "reinforcing bars",
      "material": "steel",
      "count": null,
      "note": "Shown around pile bar."
    },
    {
      "name": "Chair",
      "tag": "",
      "shape": "reinforcement support",
      "material": "",
      "count": 1,
      "note": "CHAIR PROVIDED is called out."
    }
  ],
  "measurements": [
    {
      "label": "Elevation of top of pile cap",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "Pile cap"
    },
    {
      "label": "P.C.C thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "P.C.C"
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Pile/cap vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "Tie beam"
    },
    {
      "label": "Typical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "Tie beam"
    },
    {
      "label": "Shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "Shear reinforcement"
    },
    {
      "label": "Top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "Top reinforcement"
    },
    {
      "label": "Reinforcement spacing",
      "value": "Y12 @150C/C",
      "unit": "",
      "appliesTo": "Pile-cap reinforcement"
    },
    {
      "label": "Reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "Side reinforcement"
    },
    {
      "label": "Bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "Bottom reinforcement"
    },
    {
      "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": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    }
  ],
  "notes": [
    "100 THK. P.C.C",
    "6L - Y10 @ 130 C/C SHEAR REINF.",
    "CHAIR PROVIDED",
    "5-Y12",
    "Y12 @150C/C",
    "Y12@150 C/C SIDE REINF.",
    "BINDING STEEL AROUND PILE BAR",
    "5-Y16 AT BOT.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S"
  ],
  "labels": [
    "E.G.L.",
    "CUT OFF LVL.",
    "SECTION AT : XX",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows Section at : XX through a reinforced-concrete pile cap supported on three visible piles, with a vertical tie beam rising from the cap. The section documents pile-cap elevation, concrete bedding layers, pile cut-off level, and reinforcement callouts including pile-bar binding steel."
}

Pile Cap

done

pile_cap_p01_r17Earthworkscross section

Section12 objects · 19 measurements · 10 notes · 4 labels

This crop shows Section at : XX through a reinforced-concrete pile cap supported on three visible piles, with a vertical tie beam rising from the cap. The section documents pile-cap elevation, concrete bedding layers, pile cut-off level, and reinforcement callouts including pile-bar binding steel.

Objects · 12

MarkObjectNo.ShapeMaterialNote
Pile cap1rectangularreinforced concreteTop identified at EL (-) 0.600 M.
Pile3rectangular shaft with broken lower extentreinforced concretePile bars and binding steel are shown.
Tie beam1rectangularreinforced concreteVertical member shown rising from the pile cap.
P.C.CPlain cement concrete layer3rectangular layerplain cement concreteShown above the pile cap and below the pile cap/piles.
B.F.SB.F.S layer3rectangular layerShown adjacent to the P.C.C layers.
Shear reinforcement6reinforcing barssteelCallout states 6L - Y10 @ 130 C/C.
Top reinforcement5reinforcing barssteelCallout states 5-Y12.
Pile-cap reinforcementreinforcing barssteelY12 @150 C/C is called out at the cap.
Side reinforcementreinforcing barssteelCallout states Y12@150 C/C SIDE REINF.
Bottom reinforcement10reinforcing barssteelTwo visible callouts state 5-Y16 AT BOT.
Binding steelreinforcing barssteelShown around pile bar.
Chair1reinforcement supportCHAIR PROVIDED is called out.

Measurements · 19

MeasurementValueUnitApplies to
Elevation of top of pile cap(-) 0.600MPile cap
P.C.C thickness100P.C.C
Vertical dimension100
Vertical dimension1500
Vertical dimension75
Pile/cap vertical dimension1000
Vertical dimension100
Vertical dimension100
Vertical dimension75
Vertical dimension500Tie beam
Typical dimension300Tie beam
Shear reinforcement6L - Y10 @ 130 C/CShear reinforcement
Top reinforcement5-Y12Top reinforcement
Reinforcement spacingY12 @150C/CPile-cap reinforcement
Reinforcement spacingY12@150 C/CSide reinforcement
Bottom reinforcement5-Y16Bottom reinforcement
P.C.C thickness100P.C.C
B.F.S thickness75B.F.S
Scale1 : 25SECTION AT : XX

Labels

E.G.L.CUT OFF LVL.SECTION AT : XXSCALE = 1 : 25

Notes

  • 100 THK. P.C.C
  • 6L - Y10 @ 130 C/C SHEAR REINF.
  • CHAIR PROVIDED
  • 5-Y12
  • Y12 @150C/C
  • Y12@150 C/C SIDE REINF.
  • BINDING STEEL AROUND PILE BAR
  • 5-Y16 AT BOT.
  • 100 THK. P.C.C (1:4:8)
  • 75 THK. B.F.S

openai/gpt-5.6-terra · 5914 tokens · 18.2s

item · 2265 × 1756

Pile Cap

page 1 · pile_cap_p01_r21
Original
Pile Cap
{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered plan, rectangular at top with sloping sides to a narrower rectangular end",
      "material": "",
      "count": 1,
      "note": "Pile cap outline shown with reinforcement grid."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Shown as dashed circular pile locations."
    },
    {
      "name": "column or pedestal",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 1,
      "note": "Square element with diagonal lines at the centre of the pile cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "straight bar grid",
      "material": "steel",
      "count": null,
      "note": "Nominal steel Y12@150 C/C bothway at top and bottom."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "straight bar",
      "material": "steel",
      "count": 5,
      "note": "At top; callouts shown in both directions."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y16",
      "shape": "straight bar",
      "material": "steel",
      "count": 5,
      "note": "At bottom; callouts shown in both directions."
    }
  ],
  "measurements": [
    {
      "label": "top horizontal segment",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "top horizontal length",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "top horizontal segment",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "left vertical segment",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "left vertical segment",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "right upper vertical length",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "right lower vertical length",
      "value": "1169",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "sloping side length",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "bottom width",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "nominal steel spacing",
      "value": "Y12@150",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "5-Y12 AT TOP & 5-Y16 AT BOT.",
    "5-Y12 AT TOP & 5-Y16 AT BOT.",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT."
  ],
  "labels": [
    "X",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25"
  ],
  "description": "This crop shows the plan reinforcement layout and geometry for pile cap marked 3-P. The pile cap is shown over three circular pile locations, with a central square column or pedestal location and section line X-X."
}

Pile Cap

done

pile_cap_p01_r21

Plan6 objects · 13 measurements · 3 notes · 3 labels

This crop shows the plan reinforcement layout and geometry for pile cap marked 3-P. The pile cap is shown over three circular pile locations, with a central square column or pedestal location and section line X-X.

Objects · 6

MarkObjectNo.ShapeMaterialNote
3-Ppile cap1tapered plan, rectangular at top with sloping sides to a narrower rectangular endPile cap outline shown with reinforcement grid.
pile3circularShown as dashed circular pile locations.
column or pedestal1squareSquare element with diagonal lines at the centre of the pile cap.
Y12reinforcement barstraight bar gridsteelNominal steel Y12@150 C/C bothway at top and bottom.
Y12reinforcement bar5straight barsteelAt top; callouts shown in both directions.
Y16reinforcement bar5straight barsteelAt bottom; callouts shown in both directions.

Measurements · 13

MeasurementValueApplies to
top horizontal segment375pile cap 3-P
top horizontal length1350pile cap 3-P
top horizontal segment375pile cap 3-P
left vertical segment375pile cap 3-P
left vertical segment375pile cap 3-P
right upper vertical length750pile cap 3-P
right lower vertical length1169pile cap 3-P
sloping side length1350pile cap 3-P
bottom width750pile cap 3-P
top reinforcement5-Y12pile cap 3-P
bottom reinforcement5-Y16pile cap 3-P
nominal steel spacingY12@150pile cap 3-P
scale1:25

Labels

XPLAN OF PILE CAP MARKED.: 3-PSCALE - 1:25

Notes

  • 5-Y12 AT TOP & 5-Y16 AT BOT.
  • 5-Y12 AT TOP & 5-Y16 AT BOT.
  • NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.

openai/gpt-5.6-terra · 6142 tokens · 16.2s

item · 3558 × 8278

Pile

page 1 · pile_p01_r08
Original
Pile
{
  "view": "Section",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical reinforced pile shown in section; lower portion continues through break symbols."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only the lower portion of the pile cap is visible at the top left of the crop."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "6-Y16",
      "shape": "linear",
      "material": "",
      "count": 6,
      "note": "Callout is repeated at several pile elevations."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "1-Y16",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown near the pile head."
    },
    {
      "name": "stiffener reinforcement",
      "tag": "Y16@1500 C/C",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Marked STIFFENER; repeated along the pile."
    },
    {
      "name": "transverse reinforcement",
      "tag": "Y8@150 C/C",
      "shape": "rectangular tie",
      "material": "",
      "count": null,
      "note": "Shown near the pile toe."
    },
    {
      "name": "cover block",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Callout states COVER BLOCK @900 C/C."
    }
  ],
  "measurements": [
    {
      "label": "E.G.L. elevation",
      "value": "EL (±) 0.000 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "top of pile elevation",
      "value": "EL (-) 1.500 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "termination level elevation",
      "value": "EL (-) 18.000 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile cap level",
      "value": "0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension (NOT TO SCALE)",
      "value": "7000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension (NOT TO SCALE)",
      "value": "18000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension (NOT TO SCALE)",
      "value": "11000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile width",
      "value": "450",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "stiffener spacing",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "stiffener reinforcement"
    },
    {
      "label": "transverse reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "cover block spacing",
      "value": "@900 C/C",
      "unit": "",
      "appliesTo": "cover block"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION THROUGH PILE"
    }
  ],
  "notes": [
    "CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP 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 DURING AND AFTER THE CONSTRUCTION OF THE BUILDING.",
    "1. ALL DIMENSIONS ARE IN MILLIMETER & LEVEL ARE IN METER UNLESS OTHERWISE STATED."
  ],
  "labels": [
    "E.G.L",
    "CUT OFF LVL.",
    "TERMINATION LVL.",
    "SECTION THROUGH PILE",
    "SCALE = 1 : 25",
    "PROPOSED PARKING +G+2 STORIED RES",
    "BUILDING AT BLOCK - GD,",
    "PLOT NO. - 281, SECTOR - III, KOLKATA -",
    "CERTIFICATE OF ARCHITECT & ENGINEERS:",
    "SIGNATURE",
    "SIGNATURE OF STRUCTURAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "STRUCTURAL ENGINEER [ ESE / 1/144 . K. M. C. ].",
    "SIGNATURE OF GEOTECHNICAL",
    "GEOTECHNICAL ENGINEER [ GT /",
    "CERTIFICATE OF OWNER",
    "GENERAL NOTES",
    "SPECIFICATION OF BUILDING MATERIALS :",
    "NOTES :"
  ],
  "description": "This crop primarily shows a vertical section through one reinforced pile, extending from EGL at EL (±) 0.000 M to termination level EL (-) 18.000 M. The pile is shown with Y16 longitudinal bars, stiffener reinforcement, Y8 transverse reinforcement near the toe, and cover blocks; only a partial pile-cap detail is visible above."
}

Pile

done

pile_p01_r08Earthworkscross section

Section7 objects · 14 measurements · 3 notes · 19 labels

This crop primarily shows a vertical section through one reinforced pile, extending from EGL at EL (±) 0.000 M to termination level EL (-) 18.000 M. The pile is shown with Y16 longitudinal bars, stiffener reinforcement, Y8 transverse reinforcement near the toe, and cover blocks; only a partial pile-cap detail is visible above.

Objects · 7

MarkObjectNo.ShapeNote
pile1rectangularVertical reinforced pile shown in section; lower portion continues through break symbols.
pile caprectangularOnly the lower portion of the pile cap is visible at the top left of the crop.
6-Y16longitudinal reinforcement bars6linearCallout is repeated at several pile elevations.
1-Y16longitudinal reinforcement bar1linearShown near the pile head.
Y16@1500 C/Cstiffener reinforcementlinearMarked STIFFENER; repeated along the pile.
Y8@150 C/Ctransverse reinforcementrectangular tieShown near the pile toe.
cover blockrectangularCallout states COVER BLOCK @900 C/C.

Measurements · 14

MeasurementValueApplies to
E.G.L. elevationEL (±) 0.000 Mpile
top of pile elevationEL (-) 1.500 Mpile
termination level elevationEL (-) 18.000 Mpile
pile cap level0.600 Mpile cap
vertical dimension1500pile
vertical dimension800pile
vertical dimension (NOT TO SCALE)7000pile
vertical dimension (NOT TO SCALE)18000pile
vertical dimension (NOT TO SCALE)11000pile
pile width450pile
stiffener spacingY16@1500 C/Cstiffener reinforcement
transverse reinforcement spacingY8@150 C/Ctransverse reinforcement
cover block spacing@900 C/Ccover block
scale1 : 25SECTION THROUGH PILE

Labels

E.G.LCUT OFF LVL.TERMINATION LVL.SECTION THROUGH PILESCALE = 1 : 25PROPOSED PARKING +G+2 STORIED RESBUILDING AT BLOCK - GD,PLOT NO. - 281, SECTOR - III, KOLKATA -CERTIFICATE OF ARCHITECT & ENGINEERS:SIGNATURESIGNATURE OF STRUCTURAL ENGINEERMR. RUPAK KUMAR BANERJEE,STRUCTURAL ENGINEER [ ESE / 1/144 . K. M. C. ].SIGNATURE OF GEOTECHNICALGEOTECHNICAL ENGINEER [ GT /CERTIFICATE OF OWNERGENERAL NOTESSPECIFICATION OF BUILDING MATERIALS :NOTES :

Notes

  • CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP 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 DURING AND AFTER THE CONSTRUCTION OF THE BUILDING.
  • 1. ALL DIMENSIONS ARE IN MILLIMETER & LEVEL ARE IN METER UNLESS OTHERWISE STATED.

openai/gpt-5.6-terra · 4537 tokens · 17.7s

item · 3051 × 4063

Piles And Pile Caps

page 1 · piles_and_pile_caps_p01_r28
Original
Piles And Pile Caps
{
  "view": "Plan",
  "objects": [
    {
      "name": "Pile cap",
      "tag": "P-3",
      "shape": "triangular / irregular polygonal plan outlines",
      "material": "",
      "count": 11,
      "note": "Eleven P-3 pile-cap outlines are visible, in varying orientations."
    },
    {
      "name": "Pile cap",
      "tag": "P-8",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile cap",
      "tag": "P-6",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile cap",
      "tag": "P-5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile cap",
      "tag": "P-4",
      "shape": "square / rectangular",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "Pile cap",
      "tag": "P-2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 62,
      "note": "Circular dashed pile symbols visible within the pile-cap outlines."
    },
    {
      "name": "Column / pedestal symbols",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 21,
      "note": "Solid dark rectangular symbols shown at pile-cap locations; no individual tags are printed."
    }
  ],
  "measurements": [
    {
      "label": "Grid spacing A to C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing C to D",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing D to F",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing F to G",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing A to B",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing B to E",
      "value": "4290",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing E to F",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing F to G",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 1 to 2",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 2 to 3",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 3 to 4",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 4 to 6",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 6 to 9",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 1 to 3",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 3 to 5",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 5 to 8",
      "value": "2057",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 8 to 7",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Diagonal dimension",
      "value": "4445",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Pile spacing / offset",
      "value": "375",
      "unit": "",
      "appliesTo": "P-2, P-3, P-4, P-5, P-6, P-8"
    },
    {
      "label": "Pile spacing / offset",
      "value": "675",
      "unit": "",
      "appliesTo": "P-2, P-3, P-4, P-5"
    },
    {
      "label": "Pile spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "P-2, P-3"
    },
    {
      "label": "Pile spacing",
      "value": "1350",
      "unit": "",
      "appliesTo": "P-3, P-6, P-8"
    },
    {
      "label": "Pile-cap dimension",
      "value": "1919",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Pile-cap dimension",
      "value": "794",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "Pile-cap dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "P-5, P-8"
    },
    {
      "label": "Pile-cap dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "P-6"
    },
    {
      "label": "Pile-cap overall width",
      "value": "3450",
      "unit": "",
      "appliesTo": "P-6, P-8"
    },
    {
      "label": "Pile-cap overall dimension",
      "value": "3088",
      "unit": "",
      "appliesTo": "P-8"
    },
    {
      "label": "Pile-cap overall dimension",
      "value": "3688",
      "unit": "",
      "appliesTo": "P-5"
    },
    {
      "label": "Pile-cap overall dimension",
      "value": "2100",
      "unit": "",
      "appliesTo": "P-2, P-4, P-5, P-6"
    },
    {
      "label": "Pile-cap dimension",
      "value": "1530",
      "unit": "",
      "appliesTo": "P-3"
    }
  ],
  "notes": [],
  "labels": [
    "PILE & PILE CAP LAYOUT",
    "SCALE - 1:100",
    "GATE",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "G'",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'"
  ],
  "description": "This crop is a pile and pile cap layout plan showing tagged pile-cap types P-2 through P-8 arranged on lettered and numbered setting-out grids. Circular pile locations and solid rectangular column/pedestal symbols are shown within the cap outlines, together with pile spacing, overall cap dimensions, grid dimensions, a gate line, and north arrow."
}

Piles And Pile Caps

done

piles_and_pile_caps_p01_r28

Plan8 objects · 33 measurements · 25 labels

This crop is a pile and pile cap layout plan showing tagged pile-cap types P-2 through P-8 arranged on lettered and numbered setting-out grids. Circular pile locations and solid rectangular column/pedestal symbols are shown within the cap outlines, together with pile spacing, overall cap dimensions, grid dimensions, a gate line, and north arrow.

Objects · 8

MarkObjectNo.ShapeNote
P-3Pile cap11triangular / irregular polygonal plan outlinesEleven P-3 pile-cap outlines are visible, in varying orientations.
P-8Pile cap1rectangular
P-6Pile cap1rectangular
P-5Pile cap1rectangular
P-4Pile cap2square / rectangular
P-2Pile cap1rectangular
Piles62circularCircular dashed pile symbols visible within the pile-cap outlines.
Column / pedestal symbols21rectangularSolid dark rectangular symbols shown at pile-cap locations; no individual tags are printed.

Measurements · 33

MeasurementValueApplies to
Grid spacing A to C3950
Grid spacing C to D1650
Grid spacing D to F4500
Grid spacing F to G3625
Grid spacing A to B3575
Grid spacing B to E4290
Grid spacing E to F2235
Grid spacing F to G3625
Grid spacing 1 to 23400
Grid spacing 2 to 31950
Grid spacing 3 to 42650
Grid spacing 4 to 62965
Grid spacing 6 to 94125
Grid spacing 1 to 35350
Grid spacing 3 to 54123
Grid spacing 5 to 82057
Grid spacing 8 to 71237
Diagonal dimension4903
Diagonal dimension2554
Diagonal dimension4445
Pile spacing / offset375P-2, P-3, P-4, P-5, P-6, P-8
Pile spacing / offset675P-2, P-3, P-4, P-5
Pile spacing750P-2, P-3
Pile spacing1350P-3, P-6, P-8
Pile-cap dimension1919P-3
Pile-cap dimension794P-3
Pile-cap dimension1169P-5, P-8
Pile-cap dimension1300P-6
Pile-cap overall width3450P-6, P-8
Pile-cap overall dimension3088P-8
Pile-cap overall dimension3688P-5
Pile-cap overall dimension2100P-2, P-4, P-5, P-6
Pile-cap dimension1530P-3

Labels

PILE & PILE CAP LAYOUTSCALE - 1:100GATENABCDEFGB'E'F'G'1234567899'

openai/gpt-5.6-terra · 6770 tokens · 22.2s

item · 3819 × 4239

Reinforced Concrete Staircase

page 1 · reinforced_concrete_staircase_p01_r16
Original
Reinforced Concrete Staircase
{
  "view": "Unclear",
  "objects": [
    {
      "name": "stair flight and landings",
      "tag": "",
      "shape": "stepped flight with sloping waist slab and rectangular landings",
      "material": "",
      "count": 1,
      "note": "Shown in Section: Z-Z between intermediate and floor levels."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "straight and bent bars",
      "material": "steel",
      "count": null,
      "note": "Reinforcement is called out at 150 C/C in the stair and landing slabs."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8",
      "shape": "straight and bent bars",
      "material": "steel",
      "count": null,
      "note": "Reinforcement is called out at 150 C/C in the stair and landing slabs."
    },
    {
      "name": "beam",
      "tag": "B15",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "At intermediate level in stair section."
    },
    {
      "name": "beam",
      "tag": "B13",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "At floor-level landing in stair section."
    },
    {
      "name": "beam",
      "tag": "B16",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "At floor-level landing in stair section."
    },
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated throughout the partial plan views."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible in the left plan view."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible adjacent to the stair opening and in the lower-right partial plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible in the left plan view."
    },
    {
      "name": "stair",
      "tag": "S4",
      "shape": "rectangular stair run",
      "material": "",
      "count": 1,
      "note": "Shown in the left plan view with individual treads."
    },
    {
      "name": "structural area",
      "tag": "S1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated circled S1 marks are visible in the plan views."
    },
    {
      "name": "structural area",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Visible in the upper portion of the left plan view."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "intermediate-level landing"
    },
    {
      "label": "dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "intermediate-level landing"
    },
    {
      "label": "dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "B15 / intermediate-level stair detail"
    },
    {
      "label": "thickness",
      "value": "150",
      "unit": "",
      "appliesTo": "stair slab"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y12"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y8"
    },
    {
      "label": "dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "floor-level stair detail"
    },
    {
      "label": "dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "floor-level stair detail"
    },
    {
      "label": "dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "B16 / floor-level landing"
    },
    {
      "label": "dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "dimension",
      "value": "1150",
      "unit": "",
      "appliesTo": "B13 to B16"
    },
    {
      "label": "dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "grid A to C"
    },
    {
      "label": "dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "grid C to D"
    },
    {
      "label": "dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "grid D to F"
    },
    {
      "label": "dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "grid F"
    },
    {
      "label": "dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "grid 1 to 2"
    },
    {
      "label": "dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "grid 2 to 3"
    },
    {
      "label": "dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "grid 3 to 4"
    },
    {
      "label": "dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "grid 4 to 6"
    },
    {
      "label": "dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "grid 6 to 9"
    },
    {
      "label": "dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "stair opening"
    },
    {
      "label": "dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "stair opening"
    },
    {
      "label": "dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "grid 1 to 3"
    },
    {
      "label": "dimension",
      "value": "6181",
      "unit": "",
      "appliesTo": "grid 3 to 8"
    },
    {
      "label": "dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "grid 7 to 8"
    },
    {
      "label": "dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "diagonal foundation beam"
    },
    {
      "label": "dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "diagonal foundation beam"
    },
    {
      "label": "dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "diagonal foundation beam"
    },
    {
      "label": "dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "lower-right partial plan"
    },
    {
      "label": "dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "lower-right partial plan"
    },
    {
      "label": "dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "lower-right partial plan"
    }
  ],
  "notes": [],
  "labels": [
    "INTERMEDIATE LEVEL",
    "FLOOR LEVEL",
    "BEAM",
    "TYPICAL SECTIONAL DETAILS OF STAIR",
    "NOT TO SCALE",
    "SECTION: Z-Z",
    "HALF LANDING BEAM",
    "N"
  ],
  "description": "The crop contains a typical sectional stair detail, Section: Z-Z, showing a stepped stair flight between an intermediate-level landing and a floor-level landing, with Y12 and Y8 reinforcement callouts. It also includes portions of foundation/framing plan views below the stair detail, showing grid lines, foundation beam tags, marked areas, and a stair opening; these plan views are partial within this crop."
}

Reinforced Concrete Staircase

done

reinforced_concrete_staircase_p01_r16cross section

Unclear13 objects · 34 measurements · 8 labels

The crop contains a typical sectional stair detail, Section: Z-Z, showing a stepped stair flight between an intermediate-level landing and a floor-level landing, with Y12 and Y8 reinforcement callouts. It also includes portions of foundation/framing plan views below the stair detail, showing grid lines, foundation beam tags, marked areas, and a stair opening; these plan views are partial within this crop.

Objects · 13

MarkObjectNo.ShapeMaterialNote
stair flight and landings1stepped flight with sloping waist slab and rectangular landingsShown in Section: Z-Z between intermediate and floor levels.
Y12reinforcement barstraight and bent barssteelReinforcement is called out at 150 C/C in the stair and landing slabs.
Y8reinforcement barstraight and bent barssteelReinforcement is called out at 150 C/C in the stair and landing slabs.
B15beam1rectangularAt intermediate level in stair section.
B13beam1rectangularAt floor-level landing in stair section.
B16beam1rectangularAt floor-level landing in stair section.
FB1foundation beamlinearRepeated throughout the partial plan views.
FB2foundation beamlinearVisible in the left plan view.
FB4foundation beamlinearVisible adjacent to the stair opening and in the lower-right partial plan.
FB5foundation beamlinearVisible in the left plan view.
S4stair1rectangular stair runShown in the left plan view with individual treads.
S1structural arearectangularRepeated circled S1 marks are visible in the plan views.
S2structural area1rectangularVisible in the upper portion of the left plan view.

Measurements · 34

MeasurementValueUnitApplies to
dimension500intermediate-level landing
dimension1200intermediate-level landing
dimension450B15 / intermediate-level stair detail
thickness150stair slab
reinforcement spacing150C/CY12
reinforcement spacing150C/CY8
dimension1200floor-level stair detail
dimension300floor-level stair detail
dimension1400floor-level landing
dimension500floor-level landing
dimension300B16 / floor-level landing
dimension450B13
dimension1150B13 to B16
dimension250B13
dimension3950grid A to C
dimension1650grid C to D
dimension4500grid D to F
dimension225grid F
dimension3400grid 1 to 2
dimension1950grid 2 to 3
dimension2650grid 3 to 4
dimension2965grid 4 to 6
dimension4125grid 6 to 9
dimension740stair opening
dimension1400stair opening
dimension5350grid 1 to 3
dimension6181grid 3 to 8
dimension1237grid 7 to 8
dimension2554diagonal foundation beam
dimension257diagonal foundation beam
dimension4903diagonal foundation beam
dimension625lower-right partial plan
dimension1950lower-right partial plan
dimension2650lower-right partial plan

Labels

INTERMEDIATE LEVELFLOOR LEVELBEAMTYPICAL SECTIONAL DETAILS OF STAIRNOT TO SCALESECTION: Z-ZHALF LANDING BEAMN

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item · 2192 × 2652

Roof Beam Layout And Column Section

page 1 · roof_beam_layout_and_column_section_p01_r26
Original
Roof Beam Layout And Column Section
{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "FB1",
      "shape": "rectangular plan beam",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are visible; several continue beyond the crop."
    },
    {
      "name": "Beam",
      "tag": "FB2",
      "shape": "rectangular plan beam",
      "material": "",
      "count": null,
      "note": "Visible at the lower-right portion of the plan."
    },
    {
      "name": "Beam",
      "tag": "FB3",
      "shape": "rectangular plan beam",
      "material": "",
      "count": null,
      "note": "Visible in the left-hand portion of the plan."
    },
    {
      "name": "Beam",
      "tag": "FB4",
      "shape": "rectangular plan beam",
      "material": "",
      "count": null,
      "note": "Visible at the lower-right portion of the plan."
    },
    {
      "name": "Beam",
      "tag": "FB5",
      "shape": "rectangular plan beam",
      "material": "",
      "count": null,
      "note": "Only partial beam runs are visible at the left crop edge."
    },
    {
      "name": "Half landing beam",
      "tag": "",
      "shape": "rectangular plan beam",
      "material": "",
      "count": 1,
      "note": "Adjacent to the stair flight."
    },
    {
      "name": "Column",
      "tag": "",
      "shape": "rectangular in plan; circular in Section A - A",
      "material": "",
      "count": null,
      "note": "Column locations are shown as dark filled rectangles in plan; the circular column section detail is shown at upper right."
    },
    {
      "name": "Slab panel",
      "tag": "S1",
      "shape": "rectangular plan panel",
      "material": "",
      "count": 6,
      "note": "Panels visible within the beam layout."
    },
    {
      "name": "Slab panel",
      "tag": "S3",
      "shape": "rectangular plan panel",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Slab panel",
      "tag": "S4",
      "shape": "rectangular plan panel",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "Stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel tread lines",
      "material": "",
      "count": 1,
      "note": "Located between the lower beam lines."
    },
    {
      "name": "Longitudinal reinforcement bar",
      "tag": "",
      "shape": "circular bar section",
      "material": "reinforcing steel",
      "count": 6,
      "note": "Shown in the circular column section as 6-Y16."
    },
    {
      "name": "Circular reinforcement tie",
      "tag": "",
      "shape": "circular",
      "material": "reinforcing steel",
      "count": null,
      "note": "Specified Y8@150 C/C."
    },
    {
      "name": "Stiffener reinforcement",
      "tag": "",
      "shape": "circular tie/stiffener",
      "material": "reinforcing steel",
      "count": null,
      "note": "Specified Y16@1500 C/C STIFFNER."
    }
  ],
  "measurements": [
    {
      "label": "Grid spacing C to D",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 2 to 3",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Column section diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "Column"
    },
    {
      "label": "Longitudinal reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "Column"
    },
    {
      "label": "Reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "Column"
    },
    {
      "label": "Stiffener reinforcement spacing",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "Column"
    },
    {
      "label": "Top of beam elevation",
      "value": "(+)18.800",
      "unit": "M",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "Scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "Dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing",
      "value": "1625",
      "unit": "",
      "appliesTo": "Grid G to adjacent gridline"
    },
    {
      "label": "Grid spacing A to C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing C to D",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing I to 2",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 2 to 3",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 3 to 4",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "6-Y16",
    "Y8@150 C/C",
    "Y16@1500 C/C STIFFNER",
    "HALF LANDING BEAM"
  ],
  "labels": [
    "LMR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+)18.800M",
    "SCALE - 1:100",
    "SECTION : A - A",
    "SCALE = 1 : 25",
    "N",
    "C",
    "D",
    "G",
    "A",
    "I",
    "2",
    "3",
    "4"
  ],
  "description": "This crop primarily shows the LMR roof beam layout in plan, with FB1 through FB5 beam designations, slab-panel marks, column locations, and a stair/half-landing area. A circular Section A - A at the upper right gives a 450 column reinforcement arrangement, and the lower plan continues beyond all crop edges."
}

Roof Beam Layout And Column Section

done

roof_beam_layout_and_column_section_p01_r26

Plan14 objects · 24 measurements · 4 notes · 14 labels

This crop primarily shows the LMR roof beam layout in plan, with FB1 through FB5 beam designations, slab-panel marks, column locations, and a stair/half-landing area. A circular Section A - A at the upper right gives a 450 column reinforcement arrangement, and the lower plan continues beyond all crop edges.

Objects · 14

MarkObjectNo.ShapeMaterialNote
FB1Beamrectangular plan beamMultiple beam runs are visible; several continue beyond the crop.
FB2Beamrectangular plan beamVisible at the lower-right portion of the plan.
FB3Beamrectangular plan beamVisible in the left-hand portion of the plan.
FB4Beamrectangular plan beamVisible at the lower-right portion of the plan.
FB5Beamrectangular plan beamOnly partial beam runs are visible at the left crop edge.
Half landing beam1rectangular plan beamAdjacent to the stair flight.
Columnrectangular in plan; circular in Section A - AColumn locations are shown as dark filled rectangles in plan; the circular column section detail is shown at upper right.
S1Slab panel6rectangular plan panelPanels visible within the beam layout.
S3Slab panel1rectangular plan panel
S4Slab panel3rectangular plan panel
Stair flight1rectangular flight with parallel tread linesLocated between the lower beam lines.
Longitudinal reinforcement bar6circular bar sectionreinforcing steelShown in the circular column section as 6-Y16.
Circular reinforcement tiecircularreinforcing steelSpecified Y8@150 C/C.
Stiffener reinforcementcircular tie/stiffenerreinforcing steelSpecified Y16@1500 C/C STIFFNER.

Measurements · 24

MeasurementValueUnitApplies to
Grid spacing C to D1650
Grid spacing 2 to 31950
Column section diameter450Column
Longitudinal reinforcement6-Y16Column
Reinforcement spacingY8@150 C/CColumn
Stiffener reinforcement spacingY16@1500 C/CColumn
Top of beam elevation(+)18.800MLMR ROOF BEAM LAYOUT
Scale1:100LMR ROOF BEAM LAYOUT
Scale1 : 25SECTION : A - A
Dimension3625
Dimension225
Grid spacing1625Grid G to adjacent gridline
Grid spacing A to C3950
Grid spacing C to D1650
Dimension3215
Dimension5350
Dimension225
Dimension1400
Grid spacing I to 23400
Grid spacing 2 to 31950
Grid spacing 3 to 42650
Dimension4123
Dimension625
Dimension1400

Labels

LMR ROOF BEAM LAYOUTTOP OF BEAM (+)18.800MSCALE - 1:100SECTION : A - ASCALE = 1 : 25NCDGAI234

Notes

  • 6-Y16
  • Y8@150 C/C
  • Y16@1500 C/C STIFFNER
  • HALF LANDING BEAM

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item · 2348 × 2784

Roof Beams

page 1 · roof_beams_p01_r24
Original
Roof Beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "roof beam",
      "tag": "FBI",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible in the upper, partial roof-beam layout."
    },
    {
      "name": "roof beam",
      "tag": "TBI",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible in the lower roof-beam layout."
    },
    {
      "name": "roof beam",
      "tag": "TB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible in the lower roof-beam layout."
    },
    {
      "name": "roof beam",
      "tag": "TB3",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible in the lower roof-beam layout."
    },
    {
      "name": "column/support",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "Shown as dark filled square support locations; drawing is cropped."
    },
    {
      "name": "stair",
      "tag": "",
      "shape": "rectangular flight",
      "material": "",
      "count": 1,
      "note": "Partially visible at lower left, shown with dashed treads."
    },
    {
      "name": "unidentified structural element",
      "tag": "",
      "shape": "irregular polygon",
      "material": "",
      "count": 1,
      "note": "Dark filled polygon adjacent to the stair; no identifying tag is visible."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "FBI"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "FBI"
    },
    {
      "label": "diagonal dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "FBI"
    },
    {
      "label": "vertical grid spacing",
      "value": "237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "top of beam elevation",
      "value": "13.800",
      "unit": "M",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 13.800M",
    "SCALE - 1:100",
    "N",
    "SI",
    "9'",
    "B'",
    "E'",
    "F'",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "7",
    "8",
    "I",
    "2",
    "3",
    "4"
  ],
  "description": "This crop shows a roof beam layout plan at the stated top-of-beam elevation, with beam marks FBI, TBI, TB2, and TB3 arranged on structural grid lines. The upper FBI layout and lower TBI/TB2/TB3 layout are both partial within the crop, with square support locations, grid dimensions, and a partially visible stair area."
}

Roof Beams

done

roof_beams_p01_r24

Plan7 objects · 19 measurements · 22 labels

This crop shows a roof beam layout plan at the stated top-of-beam elevation, with beam marks FBI, TBI, TB2, and TB3 arranged on structural grid lines. The upper FBI layout and lower TBI/TB2/TB3 layout are both partial within the crop, with square support locations, grid dimensions, and a partially visible stair area.

Objects · 7

MarkObjectNo.ShapeNote
FBIroof beamlinearVisible in the upper, partial roof-beam layout.
TBIroof beamlinearVisible in the lower roof-beam layout.
TB2roof beamlinearVisible in the lower roof-beam layout.
TB3roof beamlinearVisible in the lower roof-beam layout.
column/supportsquareShown as dark filled square support locations; drawing is cropped.
stair1rectangular flightPartially visible at lower left, shown with dashed treads.
unidentified structural element1irregular polygonDark filled polygon adjacent to the stair; no identifying tag is visible.

Measurements · 19

MeasurementValueUnitApplies to
horizontal grid spacing3575
horizontal grid spacing4290
horizontal grid spacing2235
diagonal dimension4903FBI
diagonal dimension2554FBI
diagonal dimension257FBI
vertical grid spacing237
horizontal grid spacing3950
horizontal grid spacing1650
horizontal grid spacing4500
horizontal grid spacing3625
vertical grid spacing5350
vertical grid spacing3400
vertical grid spacing1950
vertical grid spacing2650
vertical dimension4123
horizontal dimension1400TB2
top of beam elevation13.800M
scale1:100

Labels

ROOF BEAM LAYOUTTOP OF BEAM (+) 13.800MSCALE - 1:100NSI9'B'E'F'ABCDEFG78I234

openai/gpt-5.6-terra · 6756 tokens · 22.9s

item · 9173 × 1616

Slab And Beam

page 1 · slab_and_beam_p01_r05
Original
Slab And Beam
{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in typical long section with reinforcement."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular downstand",
      "material": "",
      "count": null,
      "note": "Shown in the typical reinforcement detail of beam."
    },
    {
      "name": "top reinforcement bar",
      "tag": "",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Includes a bar marked \"TOP ALTERNATE BAR\"."
    },
    {
      "name": "bottom reinforcement bar",
      "tag": "",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Marked \"BOT. BAR\"."
    },
    {
      "name": "distribution reinforcement bar",
      "tag": "",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Marked \"DISTRIBUTION BAR\"."
    }
  ],
  "measurements": [
    {
      "label": "vertical dimension at partial beam-bar anchorage detail",
      "value": "400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "slab reinforcement length",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "top reinforcement bar"
    },
    {
      "label": "slab reinforcement length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "distribution reinforcement bar"
    },
    {
      "label": "slab reinforcement length",
      "value": "0.3L2",
      "unit": "",
      "appliesTo": "top alternate bar"
    },
    {
      "label": "slab reinforcement length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "top reinforcement bar"
    },
    {
      "label": "slab reinforcement length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "bottom reinforcement bar"
    },
    {
      "label": "slab reinforcement length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "bottom reinforcement bar"
    },
    {
      "label": "slab reinforcement length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "bottom reinforcement bar"
    },
    {
      "label": "beam reinforcement dimension",
      "value": "(CL1 + 300mm)",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement dimension",
      "value": "0.25 L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "maximum dimension",
      "value": "50 (MAX)",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam reinforcement length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam reinforcement length",
      "value": "0.12",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam dimension",
      "value": "dᵦ + 4d",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam dimension",
      "value": "dᵦ + 0?d",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "(CL1 + 300mm) OR 0.25 L1 (WHICHEVER IS HIGHER)",
    "50 (MAX)",
    "DEV. LENGTH OF BAR, db = DIA. OF BAR)"
  ],
  "labels": [
    "L1",
    "L2",
    "TYPICAL LONG SECTION OF SLAB",
    "SCALE - N.T.S.",
    "CANTILEVER",
    "CL1",
    "ST1",
    "ST2",
    "TYPICAL REINFORCEMENT DETAILS OF BEAM",
    "SCALE - N.T.S.",
    "ANCHORAGE OF BEAM BAR",
    "EXTERNAL JOINT(IN ROOF)"
  ],
  "description": "This crop shows typical, not-to-scale reinforcement detailing for a slab in long section and for a downstand beam. It includes symbolic bar cut-off/extension dimensions referenced to L1, L2, CL1, ST1 and ST2, plus a partially cropped beam-bar anchorage detail at the left."
}

Slab And Beam

done

slab_and_beam_p01_r05

Detail5 objects · 17 measurements · 3 notes · 12 labels

This crop shows typical, not-to-scale reinforcement detailing for a slab in long section and for a downstand beam. It includes symbolic bar cut-off/extension dimensions referenced to L1, L2, CL1, ST1 and ST2, plus a partially cropped beam-bar anchorage detail at the left.

Objects · 5

ObjectNo.ShapeNote
slab1rectangularShown in typical long section with reinforcement.
beamrectangular downstandShown in the typical reinforcement detail of beam.
top reinforcement barlinear barIncludes a bar marked "TOP ALTERNATE BAR".
bottom reinforcement barlinear barMarked "BOT. BAR".
distribution reinforcement barlinear barMarked "DISTRIBUTION BAR".

Measurements · 17

MeasurementValueApplies to
vertical dimension at partial beam-bar anchorage detail400
slab reinforcement length0.3L1top reinforcement bar
slab reinforcement length0.15L1distribution reinforcement bar
slab reinforcement length0.3L2top alternate bar
slab reinforcement length0.15L2top reinforcement bar
slab reinforcement length0.25L1bottom reinforcement bar
slab reinforcement length0.25L2bottom reinforcement bar
slab reinforcement length0.15L2bottom reinforcement bar
beam reinforcement dimension(CL1 + 300mm)beam
beam reinforcement dimension0.25 L1beam
maximum dimension50 (MAX)beam reinforcement
beam reinforcement length0.15L1beam
beam reinforcement length0.25L1beam
beam reinforcement length0.25L2beam
beam reinforcement length0.12beam
beam dimensiondᵦ + 4dbeam
beam dimensiondᵦ + 0?dbeam

Labels

L1L2TYPICAL LONG SECTION OF SLABSCALE - N.T.S.CANTILEVERCL1ST1ST2TYPICAL REINFORCEMENT DETAILS OF BEAMSCALE - N.T.S.ANCHORAGE OF BEAM BAREXTERNAL JOINT(IN ROOF)

Notes

  • (CL1 + 300mm) OR 0.25 L1 (WHICHEVER IS HIGHER)
  • 50 (MAX)
  • DEV. LENGTH OF BAR, db = DIA. OF BAR)

openai/gpt-5.6-terra · 3105 tokens · 18.5s

item · 2390 × 1809

Tie Beam Tb3

page 1 · tie_beam_tb3_p01_r15
Original
Tie Beam Tb3
{
  "view": "Detail",
  "objects": [
    {
      "name": "Tie beam",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two cross-sections shown, labelled SUPPORT and SPAN."
    },
    {
      "name": "Floor beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two cross-sections shown, labelled SUPPORT and SPAN."
    },
    {
      "name": "Up stand beam",
      "tag": "B15",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at intermediate level; lower detail is partial."
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "TB3 reinforcement callouts include Y16 and Y8."
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "FB3 reinforcement callouts include Y16 and Y8."
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "B15/intermediate-level detail reinforcement callouts include Y12 and Y8."
    },
    {
      "name": "Stepped slab or stair element",
      "tag": "",
      "shape": "stepped and sloping",
      "material": "",
      "count": 1,
      "note": "Partial element shown extending down to the right from the intermediate-level beam."
    }
  ],
  "measurements": [
    {
      "label": "TB3 support overall depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 support width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 span overall depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 span width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "FB3 support overall depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 support width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 span overall depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 span width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "TB3"
    },
    {
      "label": "Reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "FB3"
    },
    {
      "label": "Horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "Horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "Vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "Vertical dimension",
      "value": "150",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "Reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "B15"
    },
    {
      "label": "Reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "B15"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB3"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB3"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB3",
    "SCALE = 1 : 25",
    "DETAIL OF FB3",
    "B15 (UP STAND BEAM) AT INTERMEDIATE LEVEL",
    "INTERMEDIATE LEVEL",
    "2-Y16(ALTH.)",
    "Y8@150 C/C",
    "2-Y16(ALTH.) +1-Y16(EX.BOT.)",
    "2-Y16(ALTH.) +2-Y16(EX.TOP)",
    "Y12 @ 150 C/C",
    "Y8 @ 150 C/C"
  ],
  "description": "This crop shows reinforcement cross-section details for tie beam TB3 and floor beam FB3 at support and span locations. It also shows a partial detail of B15, identified as an up stand beam at intermediate level, connected to a stepped sloping element with reinforcement indicated."
}

Tie Beam Tb3

done

tie_beam_tb3_p01_r15cross section

Detail7 objects · 18 measurements · 13 labels

This crop shows reinforcement cross-section details for tie beam TB3 and floor beam FB3 at support and span locations. It also shows a partial detail of B15, identified as an up stand beam at intermediate level, connected to a stepped sloping element with reinforcement indicated.

Objects · 7

MarkObjectNo.ShapeNote
TB3Tie beam2rectangularTwo cross-sections shown, labelled SUPPORT and SPAN.
FB3Floor beam2rectangularTwo cross-sections shown, labelled SUPPORT and SPAN.
B15Up stand beam1rectangularShown at intermediate level; lower detail is partial.
Reinforcement barstraight barTB3 reinforcement callouts include Y16 and Y8.
Reinforcement barstraight barFB3 reinforcement callouts include Y16 and Y8.
Reinforcement barstraight barB15/intermediate-level detail reinforcement callouts include Y12 and Y8.
Stepped slab or stair element1stepped and slopingPartial element shown extending down to the right from the intermediate-level beam.

Measurements · 18

MeasurementValueUnitApplies to
TB3 support overall depth400TB3
TB3 support width250TB3
TB3 span overall depth400TB3
TB3 span width250TB3
FB3 support overall depth450FB3
FB3 support width250FB3
FB3 span overall depth450FB3
FB3 span width250FB3
Reinforcement spacing150C/CTB3
Reinforcement spacing150C/CFB3
Horizontal dimension500B15
Horizontal dimension1200B15
Vertical dimension450B15
Vertical dimension150B15
Reinforcement spacing150C/CB15
Reinforcement spacing150C/CB15
Scale1 : 25DETAIL OF TB3
Scale1 : 25DETAIL OF FB3

Labels

SUPPORTSPANDETAIL OF TB3SCALE = 1 : 25DETAIL OF FB3B15 (UP STAND BEAM) AT INTERMEDIATE LEVELINTERMEDIATE LEVEL2-Y16(ALTH.)Y8@150 C/C2-Y16(ALTH.) +1-Y16(EX.BOT.)2-Y16(ALTH.) +2-Y16(EX.TOP)Y12 @ 150 C/CY8 @ 150 C/C

openai/gpt-5.6-terra · 5911 tokens · 15.3s

item · 2521 × 3293

Tie Beams

page 1 · tie_beams_p01_r30
Original
Tie Beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "Tie beam",
      "tag": "TB1",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Multiple horizontal, vertical, and diagonal tie-beam runs are labeled TB1."
    },
    {
      "name": "Tie beam",
      "tag": "TB2",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Multiple horizontal and vertical tie-beam runs are labeled TB2."
    },
    {
      "name": "Tie beam",
      "tag": "TB3",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Multiple horizontal and vertical tie-beam runs are labeled TB3."
    },
    {
      "name": "Column/support symbol",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 21,
      "note": "Filled square symbols occur at tie-beam intersections and ends; no column tag or material is printed."
    },
    {
      "name": "Stair",
      "tag": "",
      "shape": "return stair flight",
      "material": "",
      "count": 1,
      "note": "Stair layout is shown within the central-left bay."
    }
  ],
  "measurements": [
    {
      "label": "Horizontal grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A-C"
    },
    {
      "label": "Horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C-D"
    },
    {
      "label": "Horizontal grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D-F"
    },
    {
      "label": "Horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F-G"
    },
    {
      "label": "Vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid 1-2"
    },
    {
      "label": "Vertical grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2-3"
    },
    {
      "label": "Vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3-4"
    },
    {
      "label": "Vertical grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4-6"
    },
    {
      "label": "Vertical grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "Grid 6-9"
    },
    {
      "label": "Vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "Lower-left internal bay"
    },
    {
      "label": "Horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "TB2 opening/bay at Grid 4"
    },
    {
      "label": "Horizontal dimension",
      "value": "2275",
      "unit": "",
      "appliesTo": "Lower-left internal bay"
    },
    {
      "label": "Horizontal dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "Lower-left internal bay"
    },
    {
      "label": "Horizontal grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "Grid A-B"
    },
    {
      "label": "Horizontal grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "Grid B-E"
    },
    {
      "label": "Horizontal grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "Grid E-F"
    },
    {
      "label": "Horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F-G"
    },
    {
      "label": "Vertical grid spacing",
      "value": "5350",
      "unit": "",
      "appliesTo": "Grid 1-3"
    },
    {
      "label": "Vertical grid spacing",
      "value": "4123",
      "unit": "",
      "appliesTo": "Grid 3-5"
    },
    {
      "label": "Vertical grid spacing",
      "value": "2057",
      "unit": "",
      "appliesTo": "Grid 5-8"
    },
    {
      "label": "Vertical grid spacing",
      "value": "1237",
      "unit": "",
      "appliesTo": "Grid 8-7"
    },
    {
      "label": "Diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Diagonal TB1, Grid B'/E'"
    },
    {
      "label": "Diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Diagonal TB1, Grid E'/F'"
    },
    {
      "label": "Diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "Diagonal TB1, Grid F'/G'"
    },
    {
      "label": "Top of beam elevation",
      "value": "(+) 0.000M",
      "unit": "",
      "appliesTo": "Tie beam layout"
    },
    {
      "label": "Scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "Tie beam layout"
    }
  ],
  "notes": [],
  "labels": [
    "TIE BEAM LAYOUT",
    "TOP OF BEAM (+) 0.000M",
    "SCALE - 1:100",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "G'",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'",
    "N"
  ],
  "description": "This crop is a tie beam layout plan at the stated top-of-beam elevation of (+) 0.000M. It shows a grid-controlled arrangement of TB1, TB2, and TB3 tie beams, including a diagonal TB1 run in the lower-right portion and a stair arrangement near the central-left portion."
}

Tie Beams

done

tie_beams_p01_r30

Plan5 objects · 26 measurements · 25 labels

This crop is a tie beam layout plan at the stated top-of-beam elevation of (+) 0.000M. It shows a grid-controlled arrangement of TB1, TB2, and TB3 tie beams, including a diagonal TB1 run in the lower-right portion and a stair arrangement near the central-left portion.

Objects · 5

MarkObjectNo.ShapeNote
TB1Tie beamlinear rectangularMultiple horizontal, vertical, and diagonal tie-beam runs are labeled TB1.
TB2Tie beamlinear rectangularMultiple horizontal and vertical tie-beam runs are labeled TB2.
TB3Tie beamlinear rectangularMultiple horizontal and vertical tie-beam runs are labeled TB3.
Column/support symbol21squareFilled square symbols occur at tie-beam intersections and ends; no column tag or material is printed.
Stair1return stair flightStair layout is shown within the central-left bay.

Measurements · 26

MeasurementValueApplies to
Horizontal grid spacing3950Grid A-C
Horizontal grid spacing1650Grid C-D
Horizontal grid spacing4500Grid D-F
Horizontal grid spacing3625Grid F-G
Vertical grid spacing3400Grid 1-2
Vertical grid spacing1950Grid 2-3
Vertical grid spacing2650Grid 3-4
Vertical grid spacing2965Grid 4-6
Vertical grid spacing4125Grid 6-9
Vertical dimension1600Lower-left internal bay
Horizontal dimension1400TB2 opening/bay at Grid 4
Horizontal dimension2275Lower-left internal bay
Horizontal dimension1300Lower-left internal bay
Horizontal grid spacing3575Grid A-B
Horizontal grid spacing4290Grid B-E
Horizontal grid spacing2235Grid E-F
Horizontal grid spacing3625Grid F-G
Vertical grid spacing5350Grid 1-3
Vertical grid spacing4123Grid 3-5
Vertical grid spacing2057Grid 5-8
Vertical grid spacing1237Grid 8-7
Diagonal dimension4903Diagonal TB1, Grid B'/E'
Diagonal dimension2554Diagonal TB1, Grid E'/F'
Diagonal dimension4143Diagonal TB1, Grid F'/G'
Top of beam elevation(+) 0.000MTie beam layout
Scale1:100Tie beam layout

Labels

TIE BEAM LAYOUTTOP OF BEAM (+) 0.000MSCALE - 1:100ABCDEFGB'E'F'G'1234567899'N

openai/gpt-5.6-terra · 6130 tokens · 18.3s

item · 3145 × 11589

Title Block

page 1 · title_block_p01_r01
Original
Title Block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1:100, 1:25",
      "unit": "",
      "appliesTo": "Sheet"
    },
    {
      "label": "Sheet size",
      "value": "A0",
      "unit": "",
      "appliesTo": "Sheet"
    },
    {
      "label": "Sheet number",
      "value": "01",
      "unit": "",
      "appliesTo": "Sheet"
    },
    {
      "label": "Partial dimension at left edge",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial dimension at left edge",
      "value": "800",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial dimension",
      "value": "7000",
      "unit": "",
      "appliesTo": "Partial left-side drawing; marked NOT TO SCALE"
    },
    {
      "label": "Partial dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "Partial left-side drawing; marked NOT TO SCALE"
    },
    {
      "label": "Partial dimension",
      "value": "10000",
      "unit": "",
      "appliesTo": "Partial left-side drawing; marked 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.",
    "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 / 1/144. K. M. C. )",
    "SIGNATURE OF GEOTECHNICAL ENGINEER",
    "MR. RIPAK KUMAR BANERJEE,",
    "GEOTECHNICAL ENGINEER (GT / 1/3. 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 Kunja, 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",
    "14",
    "15",
    "16",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "H",
    "I",
    "J",
    "K",
    "L",
    "M",
    "N",
    "O",
    "P"
  ],
  "description": "This crop is primarily the title block and certification/general-notes portion of a building drawing for the proposed parking plus G+2 storied residential building at Plot No. 281, Sector III, Kolkata. It contains architect, structural engineer, geotechnical engineer, and owner certification/signature areas, material specifications, designer information, and sheet identification. A narrow partial fragment of another drawing is visible along the left edge, but it is incomplete."
}

Title Block

done

title_block_p01_r01

Title Block8 measurements · 8 notes · 47 labels

This crop is primarily the title block and certification/general-notes portion of a building drawing for the proposed parking plus G+2 storied residential building at Plot No. 281, Sector III, Kolkata. It contains architect, structural engineer, geotechnical engineer, and owner certification/signature areas, material specifications, designer information, and sheet identification. A narrow partial fragment of another drawing is visible along the left edge, but it is incomplete.

Objects · 0

No objects read. Edit to add one.

Measurements · 8

MeasurementValueApplies to
Scale1:100, 1:25Sheet
Sheet sizeA0Sheet
Sheet number01Sheet
Partial dimension at left edge1400
Partial dimension at left edge800
Partial dimension7000Partial left-side drawing; marked NOT TO SCALE
Partial dimension1800Partial left-side drawing; marked NOT TO SCALE
Partial dimension10000Partial left-side drawing; marked NOT TO SCALE

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 / 1/144. K. M. C. )SIGNATURE OF GEOTECHNICAL ENGINEERMR. RIPAK KUMAR BANERJEE,GEOTECHNICAL ENGINEER (GT / 1/3. K. M. C. ).CERTIFICATE OF OWNERSIGNATURE OF OWNER (S)GENERAL NOTESSPECIFICATION OF BUILDING MATERIALS :NOTES :DESIGNED BY :M K PAUL & ASSOCIATES1st Floor, Mayur Kunja, 186, Ramkrishna Garh, Italgacha, Kolkata-700079Ph. No. - 9007308136,E-mail ID. - paul.mk@mkpa.inARCHITECT:UTTAM KUMAR PAULCA/89/12600SCALE : 1:100, 1:25SHEET SIZE: A0SHEET NO.: 01DRG. NO.- MKPA/TECHNO/BUILDING/2025/JOB - 020141516ABCDEFGHIJKLMNOP

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 · 4133 tokens · 19.9s

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.