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Building 2

mkpa_techno_building_2025_job_020_structural_43ddbb3f10-a7e6f52557d94fa59120d99e45893862 · Building

Models

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

1Read the crops64 crops · all read · 508 objects · 1518 measurementsconfigured openai/gpt-5.6-terra-pro · about 73¢ for 64 crops · default

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

All 64 crops read.

64crops64read508objects found1518measurements273,343tokens in116,845tokens out

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

Page 124 crops · 24 read
crop · 5736 × 2179

p01_r06 typical longitudinal reinforcement detail of beam

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r06_typical_longitudinal_reinforcement_detail_of_beam
Original
p01_r06 typical longitudinal reinforcement detail of beam
{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in the typical reinforcement detail; beam extends beyond the cropped view at left."
    },
    {
      "name": "beam reinforcement",
      "tag": "(F)",
      "shape": "longitudinal bars",
      "material": "",
      "count": null,
      "note": "Bar callout (F) is shown at beam locations."
    },
    {
      "name": "beam reinforcement",
      "tag": "(T)",
      "shape": "transverse bars",
      "material": "",
      "count": null,
      "note": "Bar callout (T) is shown at several beam locations."
    },
    {
      "name": "beam reinforcement",
      "tag": "(E)",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Bar callout (E) is shown at beam support-region locations."
    },
    {
      "name": "beam reinforcement",
      "tag": "(DL)",
      "shape": "longitudinal bars",
      "material": "",
      "count": null,
      "note": "Callout (DL) is shown at the lower reinforcement."
    },
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular",
      "material": "brick",
      "count": 2,
      "note": "Two partial brick walls are visible in the lower detail."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the top portion of the pile-cap detail is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-Y16",
      "shape": "vertical",
      "material": "",
      "count": 2,
      "note": "Two 1-Y16 callouts are visible in the lower pile-cap detail."
    }
  ],
  "measurements": [
    {
      "label": "beam end/support length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam end/support length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "cantilever/support dimension",
      "value": "CL1 + 300mm OR 0.25 L1",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "maximum spacing",
      "value": "50 (MAX)",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam support-region length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam support-region length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam support-region length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam support-region length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam support-region length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam end/support length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam reinforcement development length",
      "value": "L4 + 10 db",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam reinforcement development length",
      "value": "L4 + 10 db",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam span designation",
      "value": "L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam span designation",
      "value": "L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment designation",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment designation",
      "value": "ST2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "ground elevation",
      "value": "EL (±) 0.000 M",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top of pile cap elevation",
      "value": "EL (-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "(WHICH EVER IS HIGHER)",
    "CERTIFIED THAT THE PLAN HAS BEEN",
    "ACCORDING TO THE PROVISIONS OF",
    "(BUILDING) RULES, 2007."
  ],
  "labels": [
    "CANTILEVER",
    "CL1",
    "TYPICAL REINFORCEMENT DETAILS OF BEAM",
    "SCALE - N.T.S.",
    "BRICK WALL",
    "P.L.",
    "E.G.L",
    "TOP OF PILE CAP",
    "GD",
    "PROPOSED PARKING + G",
    "BUILDING AT",
    "PLOT NO. - 281, SECTO",
    "CERTIFICATE OF ARCHITECT & ENGINE"
  ],
  "description": "The crop principally shows a typical reinforcement detail of a rectangular beam, with symbolic span and support-region dimensions and reinforcement callouts. The lower portion contains partial details of two brick walls and a pile-cap elevation/detail with E.G.L., pile-cap elevation, and Y16 reinforcement callouts. A partial title-block and certification text are visible at the right."
}

p01_r06 typical longitudinal reinforcement detail of beam

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r06_typical_longitudinal_reinforcement_detail_of_beam

Detail8 objects · 20 measurements · 4 notes · 13 labels

The crop principally shows a typical reinforcement detail of a rectangular beam, with symbolic span and support-region dimensions and reinforcement callouts. The lower portion contains partial details of two brick walls and a pile-cap elevation/detail with E.G.L., pile-cap elevation, and Y16 reinforcement callouts. A partial title-block and certification text are visible at the right.

Objects · 8

MarkObjectNo.ShapeMaterialNote
beam1rectangularShown in the typical reinforcement detail; beam extends beyond the cropped view at left.
(F)beam reinforcementlongitudinal barsBar callout (F) is shown at beam locations.
(T)beam reinforcementtransverse barsBar callout (T) is shown at several beam locations.
(E)beam reinforcementbent barBar callout (E) is shown at beam support-region locations.
(DL)beam reinforcementlongitudinal barsCallout (DL) is shown at the lower reinforcement.
brick wall2rectangularbrickTwo partial brick walls are visible in the lower detail.
pile cap1rectangularOnly the top portion of the pile-cap detail is visible.
1-Y16reinforcement bar2verticalTwo 1-Y16 callouts are visible in the lower pile-cap detail.

Measurements · 20

MeasurementValueApplies to
beam end/support length0.1L2
beam end/support length0.15L2
cantilever/support dimensionCL1 + 300mm OR 0.25 L1
maximum spacing50 (MAX)beam reinforcement
beam support-region length0.25L1
beam support-region length0.15L1
beam support-region length0.25L2
beam support-region length0.15L1
beam support-region length0.25L2
beam end/support length0.1L2
beam reinforcement development lengthL4 + 10 dbbeam reinforcement
beam reinforcement development lengthL4 + 10 dbbeam reinforcement
beam span designationL1beam
beam span designationL2beam
beam segment designationST1beam
beam segment designationST2beam
ground elevationEL (±) 0.000 M
top of pile cap elevationEL (-) 0.600 Mpile cap
vertical dimension600pile cap
vertical dimension500

Labels

CANTILEVERCL1TYPICAL REINFORCEMENT DETAILS OF BEAMSCALE - N.T.S.BRICK WALLP.L.E.G.LTOP OF PILE CAPGDPROPOSED PARKING + GBUILDING ATPLOT NO. - 281, SECTOCERTIFICATE OF ARCHITECT & ENGINE

Notes

  • (WHICH EVER IS HIGHER)
  • CERTIFIED THAT THE PLAN HAS BEEN
  • ACCORDING TO THE PROVISIONS OF
  • (BUILDING) RULES, 2007.

openai/gpt-5.6-terra · 4603 tokens · 18.0s

crop · 3320 × 2130

p01_r07 anchorage of beam bar in an external joint

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r07_anchorage_of_beam_bar_in_an_external_joint
Original
p01_r07 anchorage of beam bar in an external joint
{
  "view": "Detail",
  "objects": [
    {
      "name": "beam bar anchorage reinforcement",
      "tag": "",
      "shape": "bent bar with hooked end",
      "material": "",
      "count": 2,
      "note": "Two partial anchorage details are visible: external joint and external joint (in roof)."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Partial beam-to-column junctions shown in the anchorage details."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Partial columns shown in the anchorage details."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "",
      "count": null,
      "note": "Shown within the two partial beam details."
    },
    {
      "name": "column links",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "",
      "count": null,
      "note": "Link spacing callouts are shown at the beam-column junctions."
    },
    {
      "name": "TB1 reinforcement section",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement cross-sections are shown; span callout text is partly cropped."
    },
    {
      "name": "TB2 reinforcement section",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement cross-sections are shown; span callout text is partly cropped."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "Y16",
      "shape": "circular bars in rectangular section",
      "material": "",
      "count": null,
      "note": "Visible callouts include 2-Y16(ALTH.) and +2-Y16(EX.TOP)."
    },
    {
      "name": "links",
      "tag": "Y8",
      "shape": "rectangular closed link",
      "material": "",
      "count": null,
      "note": "Visible in TB1 and TB2 section details."
    }
  ],
  "measurements": [
    {
      "label": "anchorage length",
      "value": "Ld +10db",
      "unit": "",
      "appliesTo": "beam bar anchorage reinforcement"
    },
    {
      "label": "anchorage length",
      "value": "Ld +10db",
      "unit": "",
      "appliesTo": "beam bar anchorage reinforcement"
    },
    {
      "label": "length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "link spacing",
      "value": "120",
      "unit": "c/c",
      "appliesTo": "8Φ LINK"
    },
    {
      "label": "length",
      "value": "750(lo)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "link spacing",
      "value": "120",
      "unit": "c/c",
      "appliesTo": "8Φ LINK"
    },
    {
      "label": "anchorage length",
      "value": "Ld+10db",
      "unit": "",
      "appliesTo": "beam bar anchorage reinforcement"
    },
    {
      "label": "link spacing",
      "value": "120",
      "unit": "c/c",
      "appliesTo": "8Φ LINK"
    },
    {
      "label": "length",
      "value": "750(lo)",
      "unit": "",
      "appliesTo": "column links"
    },
    {
      "label": "anchorage length",
      "value": "Ld+10db",
      "unit": "",
      "appliesTo": "beam bar anchorage reinforcement"
    },
    {
      "label": "link spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y8"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "link spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y8"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB1"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB2"
    }
  ],
  "notes": [
    "(Ld = DEV. LENGTH OF BAR, db = DIA. OF BAR)",
    "END BEAM COLUMN JUNCTION",
    "(TYP)",
    "2-Y16(ALTH.)",
    "Y8@150 C/C",
    "2-Y16(ALTH.)",
    "+2-Y16(EX.TOP)"
  ],
  "labels": [
    "ANCHORAGE OF BEAM BAR IN AN EXTERNAL JOINT",
    "ANCHORAGE OF BEAM BAR IN AN EXTERNAL JOINT(IN ROOF)",
    "BEAM STIRRUPS",
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB1",
    "SCALE = 1 : 25",
    "DETAIL OF TB2",
    "8Φ LINK @150 C/C",
    "8Φ LINK @120 C/C"
  ],
  "description": "This crop shows partial reinforced-concrete beam-bar anchorage details at external beam-column joints, including an external joint in roof condition. It also shows reinforcement cross-section details for TB1 and TB2 at support and span locations, with 400 by 250 section dimensions and partially cropped span reinforcement callouts."
}

p01_r07 anchorage of beam bar in an external joint

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r07_anchorage_of_beam_bar_in_an_external_joint

Detail9 objects · 22 measurements · 7 notes · 10 labels

This crop shows partial reinforced-concrete beam-bar anchorage details at external beam-column joints, including an external joint in roof condition. It also shows reinforcement cross-section details for TB1 and TB2 at support and span locations, with 400 by 250 section dimensions and partially cropped span reinforcement callouts.

Objects · 9

MarkObjectNo.ShapeNote
beam bar anchorage reinforcement2bent bar with hooked endTwo partial anchorage details are visible: external joint and external joint (in roof).
beam2rectangularPartial beam-to-column junctions shown in the anchorage details.
column2rectangularPartial columns shown in the anchorage details.
beam stirrupsrectangular closed linksShown within the two partial beam details.
column linksrectangular closed linksLink spacing callouts are shown at the beam-column junctions.
TB1TB1 reinforcement section2rectangularSupport and span reinforcement cross-sections are shown; span callout text is partly cropped.
TB2TB2 reinforcement section2rectangularSupport and span reinforcement cross-sections are shown; span callout text is partly cropped.
Y16longitudinal reinforcement barscircular bars in rectangular sectionVisible callouts include 2-Y16(ALTH.) and +2-Y16(EX.TOP).
Y8linksrectangular closed linkVisible in TB1 and TB2 section details.

Measurements · 22

MeasurementValueUnitApplies to
anchorage lengthLd +10dbbeam bar anchorage reinforcement
anchorage lengthLd +10dbbeam bar anchorage reinforcement
length0.25L1
link spacing120c/c8Φ LINK
length750(lo)column links
link spacing120c/c8Φ LINK
anchorage lengthLd+10dbbeam bar anchorage reinforcement
link spacing120c/c8Φ LINK
length750(lo)column links
anchorage lengthLd+10dbbeam bar anchorage reinforcement
link spacing150C/CY8
section depth400TB1 support
section width250TB1 support
section depth400TB1 span
section width250TB1 span
link spacing150C/CY8
section depth400TB2 support
section width250TB2 support
section depth400TB2 span
section width250TB2 span
scale1 : 25DETAIL OF TB1
scale1 : 25DETAIL OF TB2

Labels

ANCHORAGE OF BEAM BAR IN AN EXTERNAL JOINTANCHORAGE OF BEAM BAR IN AN EXTERNAL JOINT(IN ROOF)BEAM STIRRUPSSUPPORTSPANDETAIL OF TB1SCALE = 1 : 25DETAIL OF TB28Φ LINK @150 C/C8Φ LINK @120 C/C

Notes

  • (Ld = DEV. LENGTH OF BAR, db = DIA. OF BAR)
  • END BEAM COLUMN JUNCTION
  • (TYP)
  • 2-Y16(ALTH.)
  • Y8@150 C/C
  • 2-Y16(ALTH.)
  • +2-Y16(EX.TOP)

openai/gpt-5.6-terra · 5444 tokens · 15.4s

crop · 3427 × 8185

p01_r08 section through pile

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r08_section_through_pile
Original
p01_r08 section through pile
{
  "view": "Section",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in a vertical section; 450 dimension at pile base."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only part of the pile cap is visible."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "6-Y16",
      "shape": "linear",
      "material": "",
      "count": 6,
      "note": "Callout repeated along the pile."
    },
    {
      "name": "stiffener reinforcement",
      "tag": "Y16@1500 C/C",
      "shape": "rectangular ties",
      "material": "",
      "count": null,
      "note": "Called out as STIFFNER."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8@150 C/C",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown near lower pile portion."
    },
    {
      "name": "cover block",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Called out @900 C/C."
    },
    {
      "name": "beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partially visible in the lower cropped plan."
    },
    {
      "name": "beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partially visible in the lower cropped plan."
    },
    {
      "name": "beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partially visible in the lower cropped plan."
    }
  ],
  "measurements": [
    {
      "label": "top dimension",
      "value": "L₂",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top dimension",
      "value": "0.1L₂",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top vertical dimension",
      "value": "L₉+10 lᵦ",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "existing ground level",
      "value": "(+) 0.500",
      "unit": "M",
      "appliesTo": ""
    },
    {
      "label": "top of pile level",
      "value": "(-) 1.500",
      "unit": "M",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile cap dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "7000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "8000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "11000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile width",
      "value": "450",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "longitudinal reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "stiffener reinforcement",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "cover block spacing",
      "value": "@900 C/C",
      "unit": "",
      "appliesTo": "cover block"
    },
    {
      "label": "termination level",
      "value": "(-) 18.000",
      "unit": "M",
      "appliesTo": "pile"
    },
    {
      "label": "plan dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "section scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION THROUGH PILE"
    }
  ],
  "notes": [
    "CERTIFICATE OF ARCHITECT & ENGINEERS:",
    "CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNI... (BUILDING) RULES, 2007.",
    "CERTIFICATE OF OWNER",
    "CERTIFIED THAT I HAVE GONE THROUGH THE WEST BENGAL MU... (BUILDING) RULES, 2007, AND ALSO UNDERTAKE TO ABIDE BY TH... DURING AND AFTER THE CONSTRUCTION OF THE BUILDING.",
    "1. ALL DIMENSIONS ARE IN MILIMETER & LEVEL ARE IN METER UN...",
    "2. SITE SHOULD BE PROPERLY CHECKED BEFORE COMMENCEMENT OF..."
  ],
  "labels": [
    "PROPOSED PARKING + G+2 STORIED RE...",
    "BUILDING AT BLOCK - GD,",
    "PLOT NO. - 281, SECTOR - III, KOLKATA",
    "SIGNATURE OF STRUCTURAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "STRUCTURAL ENGINEER [ ESE / I/144 . K. M. C. ].",
    "SIGNATURE OF GEOTECHNIC...",
    "MR. RUPAK KUMAR BA...",
    "GEOTECHNICAL ENGINEER [ G...",
    "GENERAL NOTES",
    "SPECIFICATION OF BUILDING MATERIALS :",
    "NOTES :",
    "SECTION THROUGH PILE",
    "SCALE = 1 : 25",
    "E.G.L",
    "CUT OFF LVL.",
    "TOP OF PILE",
    "TERMINATION LVL.",
    "A",
    "ST1",
    "ST2",
    "F",
    "G",
    "SI"
  ],
  "description": "The crop principally shows a vertical reinforced pile section titled SECTION THROUGH PILE, with a partial pile cap at the upper end and level callouts from existing ground level to pile termination level. The right side contains a partial building title/certification block and general-notes area, while a small portion of a foundation/beam plan is visible at the bottom."
}

p01_r08 section through pile

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r08_section_through_pile

Section9 objects · 21 measurements · 6 notes · 24 labels

The crop principally shows a vertical reinforced pile section titled SECTION THROUGH PILE, with a partial pile cap at the upper end and level callouts from existing ground level to pile termination level. The right side contains a partial building title/certification block and general-notes area, while a small portion of a foundation/beam plan is visible at the bottom.

Objects · 9

MarkObjectNo.ShapeNote
pile1rectangularShown in a vertical section; 450 dimension at pile base.
pile cap1rectangularOnly part of the pile cap is visible.
6-Y16longitudinal reinforcement bar6linearCallout repeated along the pile.
Y16@1500 C/Cstiffener reinforcementrectangular tiesCalled out as STIFFNER.
Y8@150 C/Creinforcement barlinearShown near lower pile portion.
cover blockrectangularCalled out @900 C/C.
FB1beam1rectangularPartially visible in the lower cropped plan.
FB2beam1rectangularPartially visible in the lower cropped plan.
FB3beam1rectangularPartially visible in the lower cropped plan.

Measurements · 21

MeasurementValueUnitApplies to
top dimensionL₂
top dimension0.1L₂
top vertical dimensionL₉+10 lᵦ
existing ground level(+) 0.500M
top of pile level(-) 1.500Mpile
vertical dimension1500pile
vertical dimension1800pile
pile cap dimension100pile cap
vertical dimension7000pile
vertical dimension8000pile
vertical dimension11000pile
vertical dimension800pile
pile width450pile
longitudinal reinforcement6-Y16pile
stiffener reinforcementY16@1500 C/Cpile
reinforcementY8@150 C/Cpile
cover block spacing@900 C/Ccover block
termination level(-) 18.000Mpile
plan dimension3625
plan dimension1625
section scale1 : 25SECTION THROUGH PILE

Labels

PROPOSED PARKING + G+2 STORIED RE...BUILDING AT BLOCK - GD,PLOT NO. - 281, SECTOR - III, KOLKATASIGNATURE OF STRUCTURAL ENGINEERMR. RUPAK KUMAR BANERJEE,STRUCTURAL ENGINEER [ ESE / I/144 . K. M. C. ].SIGNATURE OF GEOTECHNIC...MR. RUPAK KUMAR BA...GEOTECHNICAL ENGINEER [ G...GENERAL NOTESSPECIFICATION OF BUILDING MATERIALS :NOTES :SECTION THROUGH PILESCALE = 1 : 25E.G.LCUT OFF LVL.TOP OF PILETERMINATION LVL.AST1ST2FGSI

Notes

  • CERTIFICATE OF ARCHITECT & ENGINEERS:
  • CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNI... (BUILDING) RULES, 2007.
  • CERTIFICATE OF OWNER
  • CERTIFIED THAT I HAVE GONE THROUGH THE WEST BENGAL MU... (BUILDING) RULES, 2007, AND ALSO UNDERTAKE TO ABIDE BY TH... DURING AND AFTER THE CONSTRUCTION OF THE BUILDING.
  • 1. ALL DIMENSIONS ARE IN MILIMETER & LEVEL ARE IN METER UN...
  • 2. SITE SHOULD BE PROPERLY CHECKED BEFORE COMMENCEMENT OF...

openai/gpt-5.6-terra · 4616 tokens · 19.7s

crop · 3933 × 4531

p01_r09 sectional detail of lift pit foundation

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r09_sectional_detail_of_lift_pit_foundation
Original
p01_r09 sectional detail of lift pit foundation
{
  "view": "Detail",
  "objects": [
    {
      "name": "foundation of lift",
      "tag": "8-P",
      "shape": "rectangular reinforced-concrete foundation with two vertical wall/stem elements",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation/detail shows brick walls above the reinforced-concrete foundation."
    },
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular masonry wall",
      "material": "brick",
      "count": 2,
      "note": "Two walls are shown above the lift foundation."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in SECTION AT : XX."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Labelled in SECTION AT : XX."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular/round-ended vertical pile depiction",
      "material": "",
      "count": 3,
      "note": "Three piles are shown beneath the foundation elevation."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular/round-ended vertical pile depiction",
      "material": "",
      "count": 3,
      "note": "Three piles are shown beneath the pile cap in SECTION AT : XX."
    },
    {
      "name": "plain cement concrete layer",
      "tag": "",
      "shape": "horizontal layer",
      "material": "P.C.C. (1:4:8)",
      "count": null,
      "note": "Shown below/adjacent to foundation and pile-cap details."
    },
    {
      "name": "brick flat soling layer",
      "tag": "",
      "shape": "horizontal layer",
      "material": "B.F.S.",
      "count": null,
      "note": "Shown below the P.C.C. layer."
    },
    {
      "name": "FB4 reinforcement detail",
      "tag": "FB4",
      "shape": "rectangular beam section",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Separate SUPPORT and SPAN reinforcement sections are shown."
    },
    {
      "name": "FB5 reinforcement detail",
      "tag": "FB5",
      "shape": "rectangular beam section",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Separate SUPPORT and SPAN reinforcement sections are shown."
    },
    {
      "name": "beam",
      "tag": "B13 / B16",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Partial beam reinforcement detail at lower left of crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "straight bars and closed stirrups",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callouts are shown throughout the details."
    }
  ],
  "measurements": [
    {
      "label": "FB4 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5 section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 section width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 longitudinal reinforcement",
      "value": "4-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "brick wall height above G.L.",
      "value": "600",
      "unit": "",
      "appliesTo": "brick wall"
    },
    {
      "label": "foundation stem dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "foundation of lift"
    },
    {
      "label": "foundation vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "foundation of lift"
    },
    {
      "label": "foundation horizontal dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "foundation of lift"
    },
    {
      "label": "foundation depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "foundation of lift"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": "plain cement concrete layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75 THK.",
      "unit": "",
      "appliesTo": "brick flat soling layer"
    },
    {
      "label": "reinforcement",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "foundation of lift"
    },
    {
      "label": "reinforcement",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "foundation of lift"
    },
    {
      "label": "beam detail horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "beam B13 / B16"
    },
    {
      "label": "beam detail horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "beam B13 / B16"
    },
    {
      "label": "beam detail vertical dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "beam B13 / B16"
    },
    {
      "label": "beam detail vertical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "beam B13 / B16"
    },
    {
      "label": "beam detail horizontal dimension",
      "value": "1150",
      "unit": "",
      "appliesTo": "beam B13 / B16"
    },
    {
      "label": "beam detail vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "beam B13 / B16"
    },
    {
      "label": "beam detail width",
      "value": "250",
      "unit": "",
      "appliesTo": "beam B13 / B16"
    },
    {
      "label": "beam reinforcement",
      "value": "Y12 @ 150 C/C",
      "unit": "",
      "appliesTo": "beam B13 / B16"
    },
    {
      "label": "beam reinforcement",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "beam B13 / B16"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": "plain cement concrete layer"
    },
    {
      "label": "pile cap top elevation",
      "value": "EL (-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "P.C.C. vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "plain cement concrete layer"
    },
    {
      "label": "pile cap/foundation vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "brick flat soling layer"
    },
    {
      "label": "pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap offset/dimension",
      "value": "300 TYP.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "tie beam vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "pile-cap reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile-cap reinforcement",
      "value": "Y12 @150C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile-cap reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "side reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "bottom reinforcement",
      "value": "5-Y16 AT BOT.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "drawing scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "drawing scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "drawing scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    },
    {
      "label": "top of tie beam elevation",
      "value": "(±)0.000M E.G.L.",
      "unit": "",
      "appliesTo": "tie beam"
    }
  ],
  "notes": [
    "BRICK WALL",
    "BRICK WALL",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "100 THK. P.C.C",
    "75 THK. B.F.S",
    "BINDING STEEL AROUND PILE BAR",
    "SIDE REINF.",
    "SHEAR REINF.",
    "CHAIR PROVIDED",
    "CUT OFF LVL."
  ],
  "labels": [
    "TYPICAL REINFORCEMENT DETAILS OF",
    "SCALE - N.T.S.",
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB4",
    "DETAIL OF FB5",
    "P.L.",
    "G.L.",
    "FOUNDATION OF LIFT",
    "TOP OF TIE BEAM AT (±)0.000M E.G.L.",
    "FLOOR LEVEL",
    "BEAM",
    "E.G.L.",
    "TOP OF PILE CAP",
    "TIE BEAM",
    "SECTION AT : XX"
  ],
  "description": "This crop contains typical reinforced-concrete lift foundation and pile-cap details, including an elevation labelled 8-P and Section at XX. It also includes reinforcement cross-sections for FB4 and FB5, plus a partial beam detail identified B13 and B16. Brick walls, three-pile arrangements, P.C.C. and B.F.S. bedding layers, and reinforcement callouts are visible."
}

p01_r09 sectional detail of lift pit foundation

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r09_sectional_detail_of_lift_pit_foundation

Detail12 objects · 45 measurements · 11 notes · 16 labels

This crop contains typical reinforced-concrete lift foundation and pile-cap details, including an elevation labelled 8-P and Section at XX. It also includes reinforcement cross-sections for FB4 and FB5, plus a partial beam detail identified B13 and B16. Brick walls, three-pile arrangements, P.C.C. and B.F.S. bedding layers, and reinforcement callouts are visible.

Objects · 12

MarkObjectNo.ShapeMaterialNote
8-Pfoundation of lift1rectangular reinforced-concrete foundation with two vertical wall/stem elementsreinforced concreteElevation/detail shows brick walls above the reinforced-concrete foundation.
brick wall2rectangular masonry wallbrickTwo walls are shown above the lift foundation.
pile cap1rectangularreinforced concreteShown in SECTION AT : XX.
tie beam1rectangularreinforced concreteLabelled in SECTION AT : XX.
pile3circular/round-ended vertical pile depictionThree piles are shown beneath the foundation elevation.
pile3circular/round-ended vertical pile depictionThree piles are shown beneath the pile cap in SECTION AT : XX.
plain cement concrete layerhorizontal layerP.C.C. (1:4:8)Shown below/adjacent to foundation and pile-cap details.
brick flat soling layerhorizontal layerB.F.S.Shown below the P.C.C. layer.
FB4FB4 reinforcement detail2rectangular beam sectionreinforced concreteSeparate SUPPORT and SPAN reinforcement sections are shown.
FB5FB5 reinforcement detail2rectangular beam sectionreinforced concreteSeparate SUPPORT and SPAN reinforcement sections are shown.
B13 / B16beam1rectangularreinforced concretePartial beam reinforcement detail at lower left of crop.
reinforcement barstraight bars and closed stirrupssteelReinforcement callouts are shown throughout the details.

Measurements · 45

MeasurementValueApplies to
FB4 section depth400FB4
FB4 section width250FB4
FB4 longitudinal reinforcement2-Y16(ALTh.)FB4
FB4 stirrup reinforcementY8@150 C/CFB4
FB5 section depth450FB5
FB5 section width300FB5
FB5 longitudinal reinforcement4-Y16(ALTh.)FB5
FB5 stirrup reinforcementY8@150 C/CFB5
brick wall height above G.L.600brick wall
foundation stem dimension450foundation of lift
foundation vertical dimension1600foundation of lift
foundation horizontal dimension250foundation of lift
foundation depth1000foundation of lift
P.C.C. thickness100 THK.plain cement concrete layer
B.F.S. thickness75 THK.brick flat soling layer
reinforcement12T @ 125 mm C/Cfoundation of lift
reinforcement8T @ 150 mm C/Cfoundation of lift
beam detail horizontal dimension1400beam B13 / B16
beam detail horizontal dimension500beam B13 / B16
beam detail vertical dimension1300beam B13 / B16
beam detail vertical dimension300beam B13 / B16
beam detail horizontal dimension1150beam B13 / B16
beam detail vertical dimension450beam B13 / B16
beam detail width250beam B13 / B16
beam reinforcementY12 @ 150 C/Cbeam B13 / B16
beam reinforcementY8 @ 150 C/Cbeam B13 / B16
P.C.C. thickness100 THK.plain cement concrete layer
pile cap top elevationEL (-) 0.600 Mpile cap
P.C.C. vertical dimension100plain cement concrete layer
pile cap/foundation vertical dimension1500pile cap
B.F.S. thickness75brick flat soling layer
pile cap depth1000pile cap
pile cap offset/dimension300 TYP.pile cap
tie beam vertical dimension500tie beam
pile-cap reinforcement5-Y12pile cap
pile-cap reinforcementY12 @150C/Cpile cap
pile-cap reinforcementY12@150 C/Cpile cap
side reinforcementY12@150 C/Cpile cap
bottom reinforcement5-Y16 AT BOT.pile cap
pile reinforcementY12@150 C/Cpile
shear reinforcement6L - Y10 @ 130 C/Cpile cap
drawing scale1 : 25DETAIL OF FB4
drawing scale1 : 25DETAIL OF FB5
drawing scale1 : 25SECTION AT : XX
top of tie beam elevation(±)0.000M E.G.L.tie beam

Labels

TYPICAL REINFORCEMENT DETAILS OFSCALE - N.T.S.SUPPORTSPANDETAIL OF FB4DETAIL OF FB5P.L.G.L.FOUNDATION OF LIFTTOP OF TIE BEAM AT (±)0.000M E.G.L.FLOOR LEVELBEAME.G.L.TOP OF PILE CAPTIE BEAMSECTION AT : XX

Notes

  • BRICK WALL
  • BRICK WALL
  • 100 THK. P.C.C (1:4:8)
  • 75 THK. B.F.S
  • 100 THK. P.C.C
  • 75 THK. B.F.S
  • BINDING STEEL AROUND PILE BAR
  • SIDE REINF.
  • SHEAR REINF.
  • CHAIR PROVIDED
  • CUT OFF LVL.

openai/gpt-5.6-terra · 7399 tokens · 25.2s

crop · 3426 × 2727

p01_r10 foundation of lift

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r10_foundation_of_lift
Original
p01_r10 foundation of lift
{
  "view": "Section",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular",
      "material": "brick",
      "count": 2,
      "note": "Two vertical brick wall portions are shown above the foundation."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Top is identified at E.G.L.; the beam connects the two vertical reinforced elements."
    },
    {
      "name": "foundation of lift",
      "tag": "8-P",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Foundation block shown below the tie beam."
    },
    {
      "name": "vertical reinforced concrete element",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two narrow vertical elements extend from the foundation toward the brick walls; reinforcement is shown in red."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Three pile tops are visible below the foundation."
    },
    {
      "name": "plain cement concrete bedding",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C. (1:4:8)",
      "count": 1,
      "note": "Layer below the foundation/pile cap area."
    },
    {
      "name": "B.F.S. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "",
      "count": 1,
      "note": "Layer below the P.C.C. bedding."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "straight bar with closed tie",
      "material": "",
      "count": 2,
      "note": "Reinforcement cages are drawn in the two vertical elements; callouts specify 12T and 8T spacing."
    },
    {
      "name": "reinforcement detail",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partial reinforcement cross-section detail at left."
    },
    {
      "name": "reinforcement detail",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partial reinforcement cross-section detail at left."
    }
  ],
  "measurements": [
    {
      "label": "L1",
      "value": "L1",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement detail dimension",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "reinforcement detail dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "reinforcement detail dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "reinforcement detail dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "reinforcement",
      "value": "4-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "P.L. to G.L."
    },
    {
      "label": "vertical element width",
      "value": "250",
      "unit": "",
      "appliesTo": "vertical reinforced concrete element"
    },
    {
      "label": "vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "vertical reinforced concrete element"
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "foundation of lift"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "foundation of lift"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "THK.",
      "appliesTo": "P.C.C. (1:4:8)"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "THK.",
      "appliesTo": "B.F.S."
    },
    {
      "label": "reinforcement spacing",
      "value": "12T @ 125 mm C/C",
      "unit": "mm",
      "appliesTo": "vertical reinforced concrete element"
    },
    {
      "label": "reinforcement spacing",
      "value": "8T @ 150 mm C/C",
      "unit": "mm",
      "appliesTo": "vertical reinforced concrete element"
    },
    {
      "label": "top of tie beam elevation",
      "value": "(±)0.000M",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "top of pile elevation",
      "value": "EL (-) 0.600 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "bottom of pile elevation",
      "value": "EL (-) 1.600 M",
      "unit": "",
      "appliesTo": "pile"
    }
  ],
  "notes": [
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "TOP OF TIE BEAM AT (±)0.000M E.G.L."
  ],
  "labels": [
    "TYPICAL REINFORCEMENT DETAILS OF B...",
    "SCALE - N.T.S.",
    "BRICK WALL",
    "P.L.",
    "G.L.",
    "SPAN",
    "FOUNDATION OF LIFT",
    "TOP OF PILE",
    "BOT. OF PILE",
    "EL (±) ...",
    "EL (-) 0.600 M",
    "EL (-) 1.600 M"
  ],
  "description": "This crop is a sectional foundation detail titled FOUNDATION OF LIFT, showing a tie beam/foundation arrangement beneath two brick walls. It shows two reinforced vertical elements over a foundation supported by three visible piles, with P.C.C. and B.F.S. layers below; partial FB4 and FB5 reinforcement cross-section details are visible at the left."
}

p01_r10 foundation of lift

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r10_foundation_of_lift

Section10 objects · 21 measurements · 3 notes · 12 labels

This crop is a sectional foundation detail titled FOUNDATION OF LIFT, showing a tie beam/foundation arrangement beneath two brick walls. It shows two reinforced vertical elements over a foundation supported by three visible piles, with P.C.C. and B.F.S. layers below; partial FB4 and FB5 reinforcement cross-section details are visible at the left.

Objects · 10

MarkObjectNo.ShapeMaterialNote
brick wall2rectangularbrickTwo vertical brick wall portions are shown above the foundation.
tie beam1rectangularTop is identified at E.G.L.; the beam connects the two vertical reinforced elements.
8-Pfoundation of lift1rectangularFoundation block shown below the tie beam.
vertical reinforced concrete element2rectangularTwo narrow vertical elements extend from the foundation toward the brick walls; reinforcement is shown in red.
pile3circularThree pile tops are visible below the foundation.
plain cement concrete bedding1rectangular layerP.C.C. (1:4:8)Layer below the foundation/pile cap area.
B.F.S. layer1rectangular layerLayer below the P.C.C. bedding.
reinforcement bar2straight bar with closed tieReinforcement cages are drawn in the two vertical elements; callouts specify 12T and 8T spacing.
FB4reinforcement detail1rectangularPartial reinforcement cross-section detail at left.
FB5reinforcement detail1rectangularPartial reinforcement cross-section detail at left.

Measurements · 21

MeasurementValueUnitApplies to
L1L1
reinforcement detail dimension400FB4
reinforcement detail dimension250FB4
reinforcement2-Y16(ALTh.)FB4
reinforcement spacingY8@150 C/CFB4
reinforcement detail dimension450FB5
reinforcement detail dimension300FB5
reinforcement4-Y16(ALTh.)FB5
reinforcement spacingY8@150 C/CFB5
vertical dimension600P.L. to G.L.
vertical element width250vertical reinforced concrete element
vertical dimension450vertical reinforced concrete element
vertical dimension1600foundation of lift
vertical dimension1000foundation of lift
P.C.C. thickness100THK.P.C.C. (1:4:8)
B.F.S. thickness75THK.B.F.S.
reinforcement spacing12T @ 125 mm C/Cmmvertical reinforced concrete element
reinforcement spacing8T @ 150 mm C/Cmmvertical reinforced concrete element
top of tie beam elevation(±)0.000Mtie beam
top of pile elevationEL (-) 0.600 Mpile
bottom of pile elevationEL (-) 1.600 Mpile

Labels

TYPICAL REINFORCEMENT DETAILS OF B...SCALE - N.T.S.BRICK WALLP.L.G.L.SPANFOUNDATION OF LIFTTOP OF PILEBOT. OF PILEEL (±) ...EL (-) 0.600 MEL (-) 1.600 M

Notes

  • 100 THK. P.C.C (1:4:8)
  • 75 THK. B.F.S
  • TOP OF TIE BEAM AT (±)0.000M E.G.L.

openai/gpt-5.6-terra · 6390 tokens · 19.3s

crop · 1274 × 816

p01_r11 reinforcement cross section of floor beam fb1

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r11_reinforcement_cross_section_of_floor_beam_fb1
Original
p01_r11 reinforcement cross section of floor beam fb1
{
  "view": "Detail",
  "objects": [
    {
      "name": "FB1 member reinforcement section",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two complete reinforcement sections are shown at the top; two further sections are only partially visible at the bottom of the crop."
    },
    {
      "name": "longitudinal reinforcing bar",
      "tag": "2-Y16(ALTh.)",
      "shape": "circular",
      "material": "reinforcement steel",
      "count": null,
      "note": "Shown at the top and bottom of the complete SUPPORT and SPAN sections; repeated in the partial lower sections."
    },
    {
      "name": "additional top longitudinal reinforcing bar",
      "tag": "+2-Y16(EX.TOP)",
      "shape": "circular",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Callout is visible on the partial lower-left section."
    },
    {
      "name": "reinforcement link",
      "tag": "Y8@150 C/C",
      "shape": "rectangular",
      "material": "reinforcement steel",
      "count": null,
      "note": "Closed rectangular link is shown around the longitudinal bars."
    }
  ],
  "measurements": [
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "link spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "Y8@150 C/C"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB1"
    }
  ],
  "notes": [
    "2-Y16(ALTh.)",
    "Y8@150 C/C",
    "+2-Y16(EX.TOP)"
  ],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB1",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows the DETAIL OF FB1, comprising rectangular reinforcement cross-sections at SUPPORT and SPAN locations. The complete sections are dimensioned 250 by 450 and show Y16 longitudinal bars with Y8 links at 150 C/C; additional lower detail sections are cropped off."
}

p01_r11 reinforcement cross section of floor beam fb1

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r11_reinforcement_cross_section_of_floor_beam_fb1

Detail4 objects · 4 measurements · 3 notes · 4 labels

This crop shows the DETAIL OF FB1, comprising rectangular reinforcement cross-sections at SUPPORT and SPAN locations. The complete sections are dimensioned 250 by 450 and show Y16 longitudinal bars with Y8 links at 150 C/C; additional lower detail sections are cropped off.

Objects · 4

MarkObjectNo.ShapeMaterialNote
FB1FB1 member reinforcement section4rectangularTwo complete reinforcement sections are shown at the top; two further sections are only partially visible at the bottom of the crop.
2-Y16(ALTh.)longitudinal reinforcing barcircularreinforcement steelShown at the top and bottom of the complete SUPPORT and SPAN sections; repeated in the partial lower sections.
+2-Y16(EX.TOP)additional top longitudinal reinforcing bar2circularreinforcement steelCallout is visible on the partial lower-left section.
Y8@150 C/Creinforcement linkrectangularreinforcement steelClosed rectangular link is shown around the longitudinal bars.

Measurements · 4

MeasurementValueApplies to
section depth450FB1
section width250FB1
link spacing150Y8@150 C/C
scale1 : 25DETAIL OF FB1

Labels

SUPPORTSPANDETAIL OF FB1SCALE = 1 : 25

Notes

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

openai/gpt-5.6-terra · 3745 tokens · 20.7s

crop · 1206 × 2688

p01_r12 typical ductile detail of beam column junction

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r12_typical_ductile_detail_of_beam_column_junction
Original
p01_r12 typical ductile detail of beam column junction
{
  "view": "Detail",
  "objects": [
    {
      "name": "column reinforcement",
      "tag": "",
      "shape": "rectangular reinforcement cage",
      "material": "",
      "count": 1,
      "note": "Vertical column reinforcement with transverse links shown."
    },
    {
      "name": "column links",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "",
      "count": null,
      "note": "8⌀ links shown at varying spacings along the column and at beam-column junctions."
    },
    {
      "name": "beam reinforcement",
      "tag": "",
      "shape": "longitudinal bars",
      "material": "",
      "count": null,
      "note": "Beam and column reinforcement is detailed as continuous over the junction."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "vertical rectangular stirrups",
      "material": "",
      "count": null,
      "note": "Shown in beams on both sides of the column."
    }
  ],
  "measurements": [
    {
      "label": "Link spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "8⌀ LINK"
    },
    {
      "label": "Length",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "8⌀ LINK @120 C/C"
    },
    {
      "label": "Link spacing",
      "value": "120",
      "unit": "C/C",
      "appliesTo": "8⌀ LINK"
    },
    {
      "label": "Development/lap length",
      "value": "Ld+10db",
      "unit": "",
      "appliesTo": "column reinforcement"
    },
    {
      "label": "Length",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "8⌀ LINK @120 C/C"
    },
    {
      "label": "Link spacing",
      "value": "120",
      "unit": "C/C",
      "appliesTo": "8⌀ LINK"
    },
    {
      "label": "Lap length",
      "value": "Ld+10db",
      "unit": "",
      "appliesTo": "column reinforcement"
    },
    {
      "label": "Link spacing",
      "value": "120",
      "unit": "C/C",
      "appliesTo": "8⌀ LINK"
    },
    {
      "label": "Length",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "8⌀ LINK @120 C/C"
    },
    {
      "label": "Link spacing",
      "value": "120",
      "unit": "C/C",
      "appliesTo": "8⌀ LINK"
    },
    {
      "label": "Link spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "8⌀ LINK"
    },
    {
      "label": "Length",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "8⌀ LINK @120 C/C"
    },
    {
      "label": "Link spacing",
      "value": "120",
      "unit": "C/C",
      "appliesTo": "8⌀ LINK"
    },
    {
      "label": "Link spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "8⌀ LINK"
    }
  ],
  "notes": [
    "8⌀ LINK @150 C/C",
    "8⌀ LINK @120 C/C END BEAM COLUMN JUNCTION",
    "8⌀ LINK @120 C/C",
    "8⌀ LINK @150 C/C FOR CONTINUOUS BEAM COLUMN JUNCTION",
    "BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION",
    "8⌀ LINK @150 C/C"
  ],
  "labels": [
    "BEAM STIRRUPS",
    "EFFECTIVE LENGTH OF COLUMN (L)",
    "(LAP)"
  ],
  "description": "This crop shows a reinforced-concrete beam-column junction reinforcement detail, with a vertical column passing through beams at two levels. It documents column link spacing zones, lap/development length indications, beam stirrups, and continuity of beam and column reinforcement over the junction."
}

p01_r12 typical ductile detail of beam column junction

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r12_typical_ductile_detail_of_beam_column_junction

Detail4 objects · 14 measurements · 6 notes · 3 labels

This crop shows a reinforced-concrete beam-column junction reinforcement detail, with a vertical column passing through beams at two levels. It documents column link spacing zones, lap/development length indications, beam stirrups, and continuity of beam and column reinforcement over the junction.

Objects · 4

ObjectNo.ShapeNote
column reinforcement1rectangular reinforcement cageVertical column reinforcement with transverse links shown.
column linksrectangular closed links8⌀ links shown at varying spacings along the column and at beam-column junctions.
beam reinforcementlongitudinal barsBeam and column reinforcement is detailed as continuous over the junction.
beam stirrupsvertical rectangular stirrupsShown in beams on both sides of the column.

Measurements · 14

MeasurementValueUnitApplies to
Link spacing150C/C8⌀ LINK
Length750 (10)8⌀ LINK @120 C/C
Link spacing120C/C8⌀ LINK
Development/lap lengthLd+10dbcolumn reinforcement
Length750 (10)8⌀ LINK @120 C/C
Link spacing120C/C8⌀ LINK
Lap lengthLd+10dbcolumn reinforcement
Link spacing120C/C8⌀ LINK
Length750 (10)8⌀ LINK @120 C/C
Link spacing120C/C8⌀ LINK
Link spacing150C/C8⌀ LINK
Length750 (10)8⌀ LINK @120 C/C
Link spacing120C/C8⌀ LINK
Link spacing150C/C8⌀ LINK

Labels

BEAM STIRRUPSEFFECTIVE LENGTH OF COLUMN (L)(LAP)

Notes

  • 8⌀ LINK @150 C/C
  • 8⌀ LINK @120 C/C END BEAM COLUMN JUNCTION
  • 8⌀ LINK @120 C/C
  • 8⌀ LINK @150 C/C FOR CONTINUOUS BEAM COLUMN JUNCTION
  • BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION
  • 8⌀ LINK @150 C/C

openai/gpt-5.6-terra · 4182 tokens · 11.0s

crop · 1158 × 2682

p01_r13 typical ductile detail of beam column junction

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r13_typical_ductile_detail_of_beam_column_junction
Original
p01_r13 typical ductile detail of beam column junction
{
  "view": "Detail",
  "objects": [
    {
      "name": "vertical reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown with repeated transverse reinforcement."
    },
    {
      "name": "transverse reinforcement",
      "tag": "",
      "shape": "rectangular hoops/ties",
      "material": "",
      "count": null,
      "note": "Repeated along the vertical member; splice is indicated."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beam frames from the right and one is shown through the lower joint."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "rectangular stirrups",
      "material": "",
      "count": null,
      "note": "Shown in both beam portions."
    },
    {
      "name": "confined joint",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Joint reinforcement is called out for beams framing into all four sides."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "h",
      "unit": "",
      "appliesTo": "vertical reinforced concrete member"
    }
  ],
  "notes": [
    "CONFINED JOINT WITH BEAMS FRAMING INTO ALL FOUR SIDES CONFINING REINFORCEMENT"
  ],
  "labels": [
    "TRANSVERSE REINFORCEMENT",
    "SPLICE"
  ],
  "description": "This crop is a reinforcement detail of a vertical reinforced concrete member and beam-to-member joints. It shows repeated transverse reinforcement, a splice region, beam stirrups, and a confined joint condition where beams frame into all four sides."
}

p01_r13 typical ductile detail of beam column junction

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r13_typical_ductile_detail_of_beam_column_junction

Detail5 objects · 5 measurements · 1 note · 2 labels

This crop is a reinforcement detail of a vertical reinforced concrete member and beam-to-member joints. It shows repeated transverse reinforcement, a splice region, beam stirrups, and a confined joint condition where beams frame into all four sides.

Objects · 5

ObjectNo.ShapeMaterialNote
vertical reinforced concrete member1rectangularreinforced concreteShown with repeated transverse reinforcement.
transverse reinforcementrectangular hoops/tiesRepeated along the vertical member; splice is indicated.
beam2rectangularOne beam frames from the right and one is shown through the lower joint.
beam stirrupsrectangular stirrupsShown in both beam portions.
confined joint1rectangularJoint reinforcement is called out for beams framing into all four sides.

Measurements · 5

ValueApplies to
750 (lo)transverse reinforcement
750 (lo)transverse reinforcement
750 (lo)transverse reinforcement
750 (lo)transverse reinforcement
hvertical reinforced concrete member

Labels

TRANSVERSE REINFORCEMENTSPLICE

Notes

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

openai/gpt-5.6-terra · 3838 tokens · 12.4s

crop · 1354 × 1150

p01_r14 reinforcement cross section of floor beam fb2

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r14_reinforcement_cross_section_of_floor_beam_fb2
Original
p01_r14 reinforcement cross section of floor beam fb2
{
  "view": "Detail",
  "objects": [
    {
      "name": "FB2 reinforced member section",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two section details are visible at the top of the crop; both are partial."
    },
    {
      "name": "FB3 reinforced member section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "Y16 longitudinal reinforcement",
      "tag": "FB2 SUPPORT",
      "shape": "straight bars",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Marked 2-Y16 (ALTH.)."
    },
    {
      "name": "Y16 longitudinal reinforcement",
      "tag": "FB2 SPAN",
      "shape": "straight bars",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Marked 2-Y16 (ALTH.) + 2-Y16 (EX.BOT.)."
    },
    {
      "name": "Y8 transverse reinforcement",
      "tag": "FB2",
      "shape": "rectangular link",
      "material": "reinforcing steel",
      "count": null,
      "note": "Marked Y8@150 C/C."
    },
    {
      "name": "Y16 longitudinal reinforcement",
      "tag": "FB3 SUPPORT",
      "shape": "straight bars",
      "material": "reinforcing steel",
      "count": 6,
      "note": "Marked 2-Y16 (ALTH.) + 2-Y16 (EX.TOP) at top and 2-Y16 (ALTH.) at bottom."
    },
    {
      "name": "Y16 longitudinal reinforcement",
      "tag": "FB3 SPAN",
      "shape": "straight bars",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Marked 2-Y16 (ALTH.) at top and 2-Y16 (ALTH.) at bottom."
    },
    {
      "name": "Y8 transverse reinforcement",
      "tag": "FB3",
      "shape": "rectangular link",
      "material": "reinforcing steel",
      "count": null,
      "note": "Marked Y8@150 C/C."
    }
  ],
  "measurements": [
    {
      "label": "Depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 SUPPORT"
    },
    {
      "label": "Width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 SUPPORT"
    },
    {
      "label": "Y8 spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB2 SUPPORT"
    },
    {
      "label": "Depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 SPAN"
    },
    {
      "label": "Width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 SPAN"
    },
    {
      "label": "Y8 spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB2 SPAN"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 SUPPORT"
    },
    {
      "label": "Width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 SUPPORT"
    },
    {
      "label": "Y8 spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB3 SUPPORT"
    },
    {
      "label": "Depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 SPAN"
    },
    {
      "label": "Width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 SPAN"
    },
    {
      "label": "Y8 spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB3 SPAN"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "FB3"
    }
  ],
  "notes": [
    "Y8@150 C/C",
    "2-Y16(ALTH.)",
    "2-Y16(ALTH.)",
    "+2-Y16(EX.BOT.)",
    "2-Y16(ALTH.)",
    "+2-Y16(EX.TOP)",
    "2-Y16(ALTH.)"
  ],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB2",
    "SCALE = 1 : 25",
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB3",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows reinforcement cross-section details for FB2 and FB3, each with SUPPORT and SPAN conditions. The FB2 details at the top are cropped, while the FB3 support and span sections are fully visible and show 250 by 450 rectangular reinforcement arrangements."
}

p01_r14 reinforcement cross section of floor beam fb2

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r14_reinforcement_cross_section_of_floor_beam_fb2

Detail8 objects · 14 measurements · 7 notes · 8 labels

This crop shows reinforcement cross-section details for FB2 and FB3, each with SUPPORT and SPAN conditions. The FB2 details at the top are cropped, while the FB3 support and span sections are fully visible and show 250 by 450 rectangular reinforcement arrangements.

Objects · 8

MarkObjectNo.ShapeMaterialNote
FB2FB2 reinforced member section2rectangularTwo section details are visible at the top of the crop; both are partial.
FB3FB3 reinforced member section2rectangularSupport and span reinforcement sections are shown.
FB2 SUPPORTY16 longitudinal reinforcement2straight barsreinforcing steelMarked 2-Y16 (ALTH.).
FB2 SPANY16 longitudinal reinforcement4straight barsreinforcing steelMarked 2-Y16 (ALTH.) + 2-Y16 (EX.BOT.).
FB2Y8 transverse reinforcementrectangular linkreinforcing steelMarked Y8@150 C/C.
FB3 SUPPORTY16 longitudinal reinforcement6straight barsreinforcing steelMarked 2-Y16 (ALTH.) + 2-Y16 (EX.TOP) at top and 2-Y16 (ALTH.) at bottom.
FB3 SPANY16 longitudinal reinforcement4straight barsreinforcing steelMarked 2-Y16 (ALTH.) at top and 2-Y16 (ALTH.) at bottom.
FB3Y8 transverse reinforcementrectangular linkreinforcing steelMarked Y8@150 C/C.

Measurements · 14

MeasurementValueApplies to
Depth450FB2 SUPPORT
Width250FB2 SUPPORT
Y8 spacing150FB2 SUPPORT
Depth450FB2 SPAN
Width250FB2 SPAN
Y8 spacing150FB2 SPAN
Scale1 : 25FB2
Depth450FB3 SUPPORT
Width250FB3 SUPPORT
Y8 spacing150FB3 SUPPORT
Depth450FB3 SPAN
Width250FB3 SPAN
Y8 spacing150FB3 SPAN
Scale1 : 25FB3

Labels

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

Notes

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

openai/gpt-5.6-terra · 4053 tokens · 15.9s

crop · 2259 × 1717

p01_r15 detail of tb3

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r15_detail_of_tb3
Original
p01_r15 detail of tb3
{
  "view": "Detail",
  "objects": [
    {
      "name": "TB3 reinforced concrete beam cross section",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One SUPPORT section and one SPAN section are shown."
    },
    {
      "name": "FB3 reinforced concrete beam cross section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One SUPPORT section and a partial SPAN section are visible."
    },
    {
      "name": "upstand beam",
      "tag": "B15",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at intermediate level; detail continues beyond break lines."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "stepped with sloping soffit",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only part of the stair flight is visible."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "TB3 sections show 2-Y16(ALTh.); span section additionally shows +1-Y16(EX.BOT.)."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "FB3 support section shows 2-Y16(ALTh.) +2-Y16(EX.TOP) at top and 2-Y16(ALTh.) at bottom."
    },
    {
      "name": "stirrups",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "",
      "count": null,
      "note": "TB3 and FB3 sections are called up as Y8@150 C/C."
    },
    {
      "name": "beam reinforcement",
      "tag": "B15",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Called up as Y12 @ 150 C/C."
    },
    {
      "name": "stair reinforcement",
      "tag": "",
      "shape": "straight bars following stair slope",
      "material": "",
      "count": null,
      "note": "Called up as Y8 @ 150 C/C."
    }
  ],
  "measurements": [
    {
      "label": "TB3 SUPPORT section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 SUPPORT section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 SPAN section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 SPAN section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 additional bottom reinforcement",
      "value": "+1-Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "FB3 SUPPORT section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 SUPPORT section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 SPAN section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 SPAN section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 top reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 additional top reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 bottom reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "B15 horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "B15 depth",
      "value": "150",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "B15 reinforcement spacing",
      "value": "Y12 @ 150 C/C",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "stair reinforcement spacing",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "drawing scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "TB3 and FB3"
    }
  ],
  "notes": [
    "B15 (UP STAND BEAM) AT INTERMEDIATE LEVEL"
  ],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB3",
    "SCALE = 1 : 25",
    "DETAIL OF FB3",
    "INTERMEDIATE LEVEL"
  ],
  "description": "The crop shows reinforced-concrete section details for TB3 and FB3, including support and span reinforcement arrangements. It also shows a partial detail of B15 upstand beam at intermediate level and its connection to a reinforced concrete stair flight."
}

p01_r15 detail of tb3

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r15_detail_of_tb3

Detail9 objects · 22 measurements · 1 note · 6 labels

The crop shows reinforced-concrete section details for TB3 and FB3, including support and span reinforcement arrangements. It also shows a partial detail of B15 upstand beam at intermediate level and its connection to a reinforced concrete stair flight.

Objects · 9

MarkObjectNo.ShapeMaterialNote
TB3TB3 reinforced concrete beam cross section2rectangularreinforced concreteOne SUPPORT section and one SPAN section are shown.
FB3FB3 reinforced concrete beam cross section2rectangularreinforced concreteOne SUPPORT section and a partial SPAN section are visible.
B15upstand beam1rectangularreinforced concreteShown at intermediate level; detail continues beyond break lines.
stair flight1stepped with sloping soffitreinforced concreteOnly part of the stair flight is visible.
longitudinal reinforcement barsstraight barsTB3 sections show 2-Y16(ALTh.); span section additionally shows +1-Y16(EX.BOT.).
longitudinal reinforcement barsstraight barsFB3 support section shows 2-Y16(ALTh.) +2-Y16(EX.TOP) at top and 2-Y16(ALTh.) at bottom.
stirrupsrectangular closed linksTB3 and FB3 sections are called up as Y8@150 C/C.
B15beam reinforcementstraight barsCalled up as Y12 @ 150 C/C.
stair reinforcementstraight bars following stair slopeCalled up as Y8 @ 150 C/C.

Measurements · 22

MeasurementValueApplies to
TB3 SUPPORT section depth400TB3
TB3 SUPPORT section width250TB3
TB3 SPAN section depth400TB3
TB3 SPAN section width250TB3
TB3 longitudinal reinforcement2-Y16(ALTh.)TB3
TB3 additional bottom reinforcement+1-Y16(EX.BOT.)TB3
TB3 stirrup spacingY8@150 C/CTB3
FB3 SUPPORT section depth450FB3
FB3 SUPPORT section width250FB3
FB3 SPAN section depth450FB3
FB3 SPAN section width250FB3
FB3 top reinforcement2-Y16(ALTh.)FB3
FB3 additional top reinforcement+2-Y16(EX.TOP)FB3
FB3 bottom reinforcement2-Y16(ALTh.)FB3
FB3 stirrup spacingY8@150 C/CFB3
B15 horizontal dimension500B15
horizontal dimension1200
vertical dimension450
B15 depth150B15
B15 reinforcement spacingY12 @ 150 C/CB15
stair reinforcement spacingY8 @ 150 C/C
drawing scale1 : 25TB3 and FB3

Labels

SUPPORTSPANDETAIL OF TB3SCALE = 1 : 25DETAIL OF FB3INTERMEDIATE LEVEL

Notes

  • B15 (UP STAND BEAM) AT INTERMEDIATE LEVEL

openai/gpt-5.6-terra · 6729 tokens · 22.4s

crop · 3688 × 4147

p01_r16 sectional reinforcement detail of staircase

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r16_sectional_reinforcement_detail_of_staircase
Original
p01_r16 sectional reinforcement detail of staircase
{
  "view": "Unclear",
  "objects": [
    {
      "name": "stair flight",
      "tag": "",
      "shape": "stepped with inclined soffit",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Typical sectional stair detail between intermediate and floor levels."
    },
    {
      "name": "stair landing slabs",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One landing is shown at intermediate level and one at floor level."
    },
    {
      "name": "upstand beam",
      "tag": "B15",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Called out as an up stand beam at intermediate level."
    },
    {
      "name": "beam",
      "tag": "B13",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown below the floor-level landing slab."
    },
    {
      "name": "beam",
      "tag": "B16",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at the floor-level landing."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "linear",
      "material": "steel reinforcement",
      "count": null,
      "note": "Callouts show Y12 @ 150 C/C in the stair/landing section."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8",
      "shape": "linear",
      "material": "steel reinforcement",
      "count": null,
      "note": "Callouts show Y8 @ 150 C/C in the stair/landing section."
    },
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple FB1 members are identified in the plan portions."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple FB2 members are identified in the plan portion."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Identified around the stair opening and in the lower-right partial plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Identified along the right side of the main foundation plan."
    },
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "rectangular and irregular",
      "material": "",
      "count": null,
      "note": "Several S1 areas are identified in the plan portions."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "One S2 area is visible in the main plan."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two S4 areas are visible adjacent to the stair/landing area."
    },
    {
      "name": "support/column symbol",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "Filled square symbols occur at foundation-beam intersections; no member tag is printed beside the symbols."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension at intermediate-level upstand",
      "value": "500",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "horizontal dimension at intermediate level",
      "value": "1200",
      "unit": "",
      "appliesTo": "stair landing"
    },
    {
      "label": "vertical dimension at intermediate-level upstand",
      "value": "450",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "vertical dimension at intermediate-level landing",
      "value": "150",
      "unit": "",
      "appliesTo": "stair landing"
    },
    {
      "label": "stair reinforcement spacing",
      "value": "150 C/C",
      "unit": "",
      "appliesTo": "Y12"
    },
    {
      "label": "stair reinforcement spacing",
      "value": "150 C/C",
      "unit": "",
      "appliesTo": "Y8"
    },
    {
      "label": "stair tread/riser dimension",
      "value": "200",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "stair tread/riser dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "floor-level landing horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "stair landing"
    },
    {
      "label": "floor-level beam horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "B16"
    },
    {
      "label": "floor-level vertical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "B16"
    },
    {
      "label": "floor-level beam vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "floor-level beam horizontal dimension",
      "value": "1150",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "B13 width dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "plan horizontal dimension A to C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan horizontal dimension C to D",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan horizontal dimension D to F",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan horizontal dimension at F",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan vertical dimension at landing beam",
      "value": "2650",
      "unit": "",
      "appliesTo": "LANDING BEAM"
    },
    {
      "label": "plan vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan vertical dimension 1 to 3",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan vertical dimension 3 to 8",
      "value": "6181",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan vertical dimension 8 to 7",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair opening horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair opening horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal foundation-beam dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "diagonal foundation-beam dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "diagonal foundation-beam dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower-right partial-plan horizontal dimension A to C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower-right partial-plan horizontal dimension C to D",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower-right partial-plan vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower-right partial-plan horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower-right partial-plan vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower-right partial-plan vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "B15 (UP STAND BEAM) AT INTERMEDIATE LEVEL",
    "Y12 @ 150 C/C",
    "Y8 @ 150 C/C",
    "Y12 @ 150 C/C",
    "Y8 @ 150 C/C"
  ],
  "labels": [
    "INTERMEDIATE LEVEL",
    "FLOOR LEVEL",
    "BEAM",
    "TYPICAL SECTIONAL DETAILS OF STAIR",
    "NOT TO SCALE",
    "SECTION: Z-Z",
    "LANDING BEAM",
    "N",
    "Z",
    "FB1",
    "FB2",
    "FB4",
    "FB5",
    "S1",
    "S2",
    "S4",
    "A",
    "B'",
    "C",
    "D",
    "E'",
    "F",
    "F'",
    "I",
    "1",
    "2",
    "3",
    "4",
    "7",
    "8",
    "9'"
  ],
  "description": "The upper part of the crop shows a typical reinforced-concrete stair sectional detail, Section Z-Z, including intermediate and floor-level landings, beams B15, B13 and B16, and Y12/Y8 reinforcement callouts. The lower part shows a partial foundation-beam/slab plan with FB1, FB2, FB4 and FB5 designations, slab-panel tags, grid references, a stair/landing area, and a smaller partial plan at lower right."
}

p01_r16 sectional reinforcement detail of staircase

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r16_sectional_reinforcement_detail_of_staircase

Unclear15 objects · 37 measurements · 5 notes · 31 labels

The upper part of the crop shows a typical reinforced-concrete stair sectional detail, Section Z-Z, including intermediate and floor-level landings, beams B15, B13 and B16, and Y12/Y8 reinforcement callouts. The lower part shows a partial foundation-beam/slab plan with FB1, FB2, FB4 and FB5 designations, slab-panel tags, grid references, a stair/landing area, and a smaller partial plan at lower right.

Objects · 15

MarkObjectNo.ShapeMaterialNote
stair flight1stepped with inclined soffitreinforced concreteTypical sectional stair detail between intermediate and floor levels.
stair landing slabs2rectangularreinforced concreteOne landing is shown at intermediate level and one at floor level.
B15upstand beam1rectangularreinforced concreteCalled out as an up stand beam at intermediate level.
B13beam1rectangularreinforced concreteShown below the floor-level landing slab.
B16beam1rectangularreinforced concreteShown at the floor-level landing.
Y12reinforcement barlinearsteel reinforcementCallouts show Y12 @ 150 C/C in the stair/landing section.
Y8reinforcement barlinearsteel reinforcementCallouts show Y8 @ 150 C/C in the stair/landing section.
FB1foundation beamlinearMultiple FB1 members are identified in the plan portions.
FB2foundation beamlinearMultiple FB2 members are identified in the plan portion.
FB4foundation beamlinearIdentified around the stair opening and in the lower-right partial plan.
FB5foundation beamlinearIdentified along the right side of the main foundation plan.
S1slab panelrectangular and irregularSeveral S1 areas are identified in the plan portions.
S2slab panel1rectangularOne S2 area is visible in the main plan.
S4slab panel2rectangularTwo S4 areas are visible adjacent to the stair/landing area.
support/column symbolsquareFilled square symbols occur at foundation-beam intersections; no member tag is printed beside the symbols.

Measurements · 37

MeasurementValueApplies to
horizontal dimension at intermediate-level upstand500B15
horizontal dimension at intermediate level1200stair landing
vertical dimension at intermediate-level upstand450B15
vertical dimension at intermediate-level landing150stair landing
stair reinforcement spacing150 C/CY12
stair reinforcement spacing150 C/CY8
stair tread/riser dimension200stair flight
stair tread/riser dimension300stair flight
floor-level landing horizontal dimension1400stair landing
floor-level beam horizontal dimension500B16
floor-level vertical dimension300B16
floor-level beam vertical dimension450B13
floor-level beam horizontal dimension1150B13
B13 width dimension250B13
plan horizontal dimension A to C3950
plan horizontal dimension C to D1650
plan horizontal dimension D to F4500
plan horizontal dimension at F225
plan vertical dimension3400
plan vertical dimension1950
plan vertical dimension at landing beam2650LANDING BEAM
plan vertical dimension2965
plan vertical dimension4125
plan vertical dimension 1 to 35350
plan vertical dimension 3 to 86181
plan vertical dimension 8 to 71237
stair opening horizontal dimension740
stair opening horizontal dimension1400
diagonal foundation-beam dimension4903FB1
diagonal foundation-beam dimension2554FB1
diagonal foundation-beam dimension257FB1
lower-right partial-plan horizontal dimension A to C3950
lower-right partial-plan horizontal dimension C to D1650
lower-right partial-plan vertical dimension1950
lower-right partial-plan horizontal dimension625
lower-right partial-plan vertical dimension2650
lower-right partial-plan vertical dimension625

Labels

INTERMEDIATE LEVELFLOOR LEVELBEAMTYPICAL SECTIONAL DETAILS OF STAIRNOT TO SCALESECTION: Z-ZLANDING BEAMNZFB1FB2FB4FB5S1S2S4AB'CDE'FF'I1234789'

Notes

  • B15 (UP STAND BEAM) AT INTERMEDIATE LEVEL
  • Y12 @ 150 C/C
  • Y8 @ 150 C/C
  • Y12 @ 150 C/C
  • Y8 @ 150 C/C

openai/gpt-5.6-terra · 7798 tokens · 26.7s

crop · 2618 × 1825

p01_r17 section at xx

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r17_section_at_xx
Original
p01_r17 section at xx
{
  "view": "Section",
  "objects": [
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical member above pile cap, called out as TIE BEAM."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top elevation is called out."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Three pile shafts are visible below the pile cap; shown with pile reinforcement."
    },
    {
      "name": "plain cement concrete layer",
      "tag": "",
      "shape": "rectangular",
      "material": "plain cement concrete",
      "count": 2,
      "note": "P.C.C. layers are shown above and below the pile-cap assembly."
    },
    {
      "name": "brick flat soling",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "B.F.S. layers are shown adjacent to the P.C.C. layers."
    },
    {
      "name": "pile cap reinforcement",
      "tag": "",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Top, bottom and side reinforcement are called out."
    },
    {
      "name": "pile reinforcement",
      "tag": "",
      "shape": "longitudinal bars with binding steel",
      "material": "steel",
      "count": 3,
      "note": "Binding steel around pile bars is called out."
    },
    {
      "name": "shear reinforcement",
      "tag": "",
      "shape": "stirrups",
      "material": "steel",
      "count": null,
      "note": "Called out at the cut-off-level area."
    }
  ],
  "measurements": [
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "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": "580",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "typical spacing",
      "value": "300",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "top of pile cap elevation",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "shear reinforcement"
    },
    {
      "label": "top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "Y12 @150C/C",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "side reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "P.C.C. (1:4:8)"
    },
    {
      "label": "P.C.C. mix proportion",
      "value": "1:4:8",
      "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",
    "TOP OF PILE CAP",
    "EL (-) 0.600 M",
    "5-Y12",
    "Y12 @150C/C",
    "TIE BEAM",
    "100 THK. P.C.C",
    "Y12@150 C/C",
    "75 THK. B.F.S",
    "6L - Y10 @ 130 C/C",
    "SHEAR REINF.",
    "CUT OFF LVL.",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "Y12@150 C/C SIDE REINF.",
    "5-Y16 AT BOT.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S"
  ],
  "labels": [
    "E.G.L.",
    "SECTION AT : XX",
    "SCALE = 1 : 25"
  ],
  "description": "This crop is a sectional reinforcement and foundation detail titled SECTION AT : XX. It shows a tie beam over a reinforced-concrete pile cap supported on three visible piles, with P.C.C. and B.F.S. layers, pile-cap reinforcement, pile bars, and shear reinforcement at the cut-off level."
}

p01_r17 section at xx

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r17_section_at_xx

Section8 objects · 21 measurements · 18 notes · 3 labels

This crop is a sectional reinforcement and foundation detail titled SECTION AT : XX. It shows a tie beam over a reinforced-concrete pile cap supported on three visible piles, with P.C.C. and B.F.S. layers, pile-cap reinforcement, pile bars, and shear reinforcement at the cut-off level.

Objects · 8

ObjectNo.ShapeMaterialNote
tie beam1rectangularVertical member above pile cap, called out as TIE BEAM.
pile cap1rectangularreinforced concreteTop elevation is called out.
pile3circularreinforced concreteThree pile shafts are visible below the pile cap; shown with pile reinforcement.
plain cement concrete layer2rectangularplain cement concreteP.C.C. layers are shown above and below the pile-cap assembly.
brick flat soling2rectangularB.F.S. layers are shown adjacent to the P.C.C. layers.
pile cap reinforcementbar reinforcementsteelTop, bottom and side reinforcement are called out.
pile reinforcement3longitudinal bars with binding steelsteelBinding steel around pile bars is called out.
shear reinforcementstirrupssteelCalled out at the cut-off-level area.

Measurements · 21

MeasurementValueUnitApplies to
P.C.C. thickness100P.C.C.
vertical dimension1500
vertical dimension100
vertical dimension75
vertical dimension1000
vertical dimension100
vertical dimension100
vertical dimension75
vertical dimension580
typical spacing300pile cap reinforcement
top of pile cap elevation(-) 0.600Mpile cap
shear reinforcement6L - Y10 @ 130 C/Cshear reinforcement
top reinforcement5-Y12pile cap reinforcement
reinforcement spacingY12 @150C/Cpile cap reinforcement
reinforcement spacingY12@150 C/Cpile cap reinforcement
bottom reinforcement5-Y16pile cap reinforcement
side reinforcementY12@150 C/Cpile cap reinforcement
P.C.C. thickness100P.C.C. (1:4:8)
P.C.C. mix proportion1:4:8P.C.C.
B.F.S. thickness75B.F.S.
scale1 : 25SECTION AT : XX

Labels

E.G.L.SECTION AT : XXSCALE = 1 : 25

Notes

  • 100 THK. P.C.C
  • TOP OF PILE CAP
  • EL (-) 0.600 M
  • 5-Y12
  • Y12 @150C/C
  • TIE BEAM
  • 100 THK. P.C.C
  • Y12@150 C/C
  • 75 THK. B.F.S
  • 6L - Y10 @ 130 C/C
  • SHEAR REINF.
  • CUT OFF LVL.
  • CHAIR PROVIDED
  • BINDING STEEL AROUND PILE BAR
  • Y12@150 C/C SIDE REINF.
  • 5-Y16 AT BOT.
  • 100 THK. P.C.C (1:4:8)
  • 75 THK. B.F.S

openai/gpt-5.6-terra · 5848 tokens · 17.2s

crop · 2718 × 2521

p01_r18 certificate of architect engineers

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r18_certificate_of_architect_engineers
Original
p01_r18 certificate of architect engineers
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "SIGNATURE OF STRUCTURAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "STRUCTURAL ENGINEER [ ESE / I /144 . K. M. C. ].",
    "SIGNATURE OF GEOTECHNICAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "GEOTECHNICAL ENGINEER [ GT / I /3 . K. M. C. ].",
    "CERTIFIED THAT I HAVE GONE THROUGH THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007, AND ALSO UNDERTAKE TO ABIDE BY THOSE RULES DURING AND AFTER THE CONSTRUCTION OF THE BUILDING."
  ],
  "labels": [
    "CERTIFICATE OF OWNER",
    "F",
    "G",
    "H",
    "I"
  ],
  "description": "This crop is a portion of a certification/signature sheet, with spaces for the structural engineer and geotechnical engineer signatures. It also shows the heading \"CERTIFICATE OF OWNER\" and the owner's compliance certification regarding the West Bengal Municipal (Building) Rules, 2007; no constructional items or quantities are shown."
}

p01_r18 certificate of architect engineers

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r18_certificate_of_architect_engineers

Notes7 notes · 5 labels

This crop is a portion of a certification/signature sheet, with spaces for the structural engineer and geotechnical engineer signatures. It also shows the heading "CERTIFICATE OF OWNER" and the owner's compliance certification regarding the West Bengal Municipal (Building) Rules, 2007; no constructional items or quantities are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

CERTIFICATE OF OWNERFGHI

Notes

  • SIGNATURE OF STRUCTURAL ENGINEER
  • MR. RUPAK KUMAR BANERJEE,
  • STRUCTURAL ENGINEER [ ESE / I /144 . K. M. C. ].
  • SIGNATURE OF GEOTECHNICAL ENGINEER
  • MR. RUPAK KUMAR BANERJEE,
  • GEOTECHNICAL ENGINEER [ GT / I /3 . K. M. C. ].
  • CERTIFIED THAT I HAVE GONE THROUGH THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007, AND ALSO UNDERTAKE TO ABIDE BY THOSE RULES DURING AND AFTER THE CONSTRUCTION OF THE BUILDING.

openai/gpt-5.6-terra · 5774 tokens · 6.0s

crop · 2390 × 2278

p01_r19 3rd floor beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r19_3rd_floor_beam_layout
Original
p01_r19 3rd floor beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "Foundation beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple horizontal, vertical and diagonal beam runs are visible; the full extents are outside this crop."
    },
    {
      "name": "Foundation beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are visible."
    },
    {
      "name": "Foundation beam",
      "tag": "FB3",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Visible at the upper-right portion of the plan."
    },
    {
      "name": "Foundation beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Several short internal and diagonal beam runs are visible."
    },
    {
      "name": "Foundation beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Vertical beam runs are visible near the right side of the plan."
    },
    {
      "name": "Support locations",
      "tag": "",
      "shape": "filled square or rectangular",
      "material": "",
      "count": 21,
      "note": "Dark filled support symbols occur at beam intersections and along the diagonal beam line."
    },
    {
      "name": "Slab or panel area",
      "tag": "S1",
      "shape": "rectangular or irregular bounded area",
      "material": "",
      "count": 15,
      "note": "Circular S1 identifiers are shown within multiple bounded areas."
    },
    {
      "name": "Slab or panel area",
      "tag": "S2",
      "shape": "rectangular bounded area",
      "material": "",
      "count": 1,
      "note": "Shown in the large central-upper area."
    },
    {
      "name": "Slab or panel area",
      "tag": "S3",
      "shape": "rectangular or irregular bounded area",
      "material": "",
      "count": 4,
      "note": "One S3 area is only partially visible at the lower-left crop edge."
    },
    {
      "name": "Slab or panel area",
      "tag": "S4",
      "shape": "rectangular bounded area",
      "material": "",
      "count": 3,
      "note": "Shown at the left, central and upper-right portions of the plan."
    },
    {
      "name": "Half landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Located beside the stair/landing linework at the left-center of the crop."
    },
    {
      "name": "Stair or landing",
      "tag": "",
      "shape": "rectangular with parallel tread lines",
      "material": "",
      "count": 1,
      "note": "Visible adjacent to the HALF LANDING BEAM callout."
    },
    {
      "name": "Filled structural element",
      "tag": "",
      "shape": "irregular polygonal",
      "material": "",
      "count": 1,
      "note": "Dark filled polygon at the beam intersection near grid line 2; its function is not identified in this crop."
    }
  ],
  "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": "Dimension to right of grid G",
      "value": "1625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Offset at grid F",
      "value": "225",
      "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": "Grid spacing 4 to 6",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Grid spacing 6 to 9",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall right-side vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right-side offset",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right-side horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right-side horizontal offset",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Vertical dimension",
      "value": "370",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Diagonal dimension",
      "value": "2577",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Diagonal dimension",
      "value": "1727",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Diagonal dimension",
      "value": "4443",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "C",
    "D",
    "F",
    "G",
    "I",
    "2",
    "3",
    "4",
    "6",
    "9",
    "E'",
    "F'",
    "G'",
    "HALF LANDING BEAM",
    "N"
  ],
  "description": "This crop is a foundation/structural framing plan showing foundation beams identified as FB1 through FB5, support symbols, and areas identified by S1 through S4. It includes a half landing beam and stair or landing linework at the left-center, together with a diagonal FB1 beam arrangement in the lower-right portion of the crop."
}

p01_r19 3rd floor beam layout

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r19_3rd_floor_beam_layout

Plan13 objects · 24 measurements · 16 labels

This crop is a foundation/structural framing plan showing foundation beams identified as FB1 through FB5, support symbols, and areas identified by S1 through S4. It includes a half landing beam and stair or landing linework at the left-center, together with a diagonal FB1 beam arrangement in the lower-right portion of the crop.

Objects · 13

MarkObjectNo.ShapeNote
FB1Foundation beamlinearMultiple horizontal, vertical and diagonal beam runs are visible; the full extents are outside this crop.
FB2Foundation beamlinearMultiple beam runs are visible.
FB3Foundation beamlinearVisible at the upper-right portion of the plan.
FB4Foundation beamlinearSeveral short internal and diagonal beam runs are visible.
FB5Foundation beamlinearVertical beam runs are visible near the right side of the plan.
Support locations21filled square or rectangularDark filled support symbols occur at beam intersections and along the diagonal beam line.
S1Slab or panel area15rectangular or irregular bounded areaCircular S1 identifiers are shown within multiple bounded areas.
S2Slab or panel area1rectangular bounded areaShown in the large central-upper area.
S3Slab or panel area4rectangular or irregular bounded areaOne S3 area is only partially visible at the lower-left crop edge.
S4Slab or panel area3rectangular bounded areaShown at the left, central and upper-right portions of the plan.
Half landing beam1rectangularLocated beside the stair/landing linework at the left-center of the crop.
Stair or landing1rectangular with parallel tread linesVisible adjacent to the HALF LANDING BEAM callout.
Filled structural element1irregular polygonalDark filled polygon at the beam intersection near grid line 2; its function is not identified in this crop.

Measurements · 24

MeasurementValueApplies to
Grid spacing A to C3950
Grid spacing C to D1650
Grid spacing D to F4500
Grid spacing F to G3625
Dimension to right of grid G1625
Offset at grid F225
Grid spacing I to 23400
Grid spacing 2 to 31950
Grid spacing 3 to 42650
Grid spacing 4 to 62965
Grid spacing 6 to 94125
Overall right-side vertical dimension3215
Right-side offset225
Right-side horizontal dimension1400
Right-side horizontal offset225
Vertical dimension1300FB5
Vertical dimension370FB5
Horizontal dimension740
Horizontal dimension1400
Diagonal dimension2577FB1
Diagonal dimension4903
Diagonal dimension2554
Diagonal dimension1727
Diagonal dimension4443

Labels

ACDFGI23469E'F'G'HALF LANDING BEAMN

openai/gpt-5.6-terra · 9032 tokens · 37.7s

crop · 2132 × 2069

p01_r20 roof beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r20_roof_beam_layout
Original
p01_r20 roof beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple FB1 beam runs are shown; crop is partial."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple FB2 beam runs are shown."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "One short FB4 beam run is shown."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Vertical FB5 beam run shown at right."
    },
    {
      "name": "slab area",
      "tag": "S1",
      "shape": "rectangular/irregular area",
      "material": "",
      "count": 7,
      "note": "Circled S1 designations are visible in separate areas."
    },
    {
      "name": "slab area",
      "tag": "S2",
      "shape": "rectangular area",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "slab area",
      "tag": "S4",
      "shape": "rectangular area",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "column/support symbol",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 20,
      "note": "Filled rectangular support symbols, including partially cropped symbols at the bottom edge."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown by parallel tread lines adjacent to the half landing beam."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Label is printed vertically beside the stair/landing area."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A to C"
    },
    {
      "label": "horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C to D"
    },
    {
      "label": "horizontal grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D to F"
    },
    {
      "label": "horizontal offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Grid F to right-hand dimension line"
    },
    {
      "label": "vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid I to 2"
    },
    {
      "label": "vertical grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2 to 3"
    },
    {
      "label": "vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3 to 4"
    },
    {
      "label": "vertical grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4 to 6"
    },
    {
      "label": "vertical grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "Below grid 6"
    },
    {
      "label": "horizontal spacing",
      "value": "740",
      "unit": "",
      "appliesTo": "Support/beam lines near grid 4"
    },
    {
      "label": "horizontal spacing",
      "value": "1400",
      "unit": "",
      "appliesTo": "Support/beam lines near grid 4"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Diagonal grid E' to F'"
    },
    {
      "label": "diagonal/angled dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "Near grid F'"
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "C",
    "D",
    "F",
    "I",
    "2",
    "3",
    "4",
    "6",
    "E'",
    "F'",
    "N"
  ],
  "description": "This crop is a partial foundation/structural plan on lettered and numbered grid lines. It shows foundation beam runs designated FB1, FB2, FB4 and FB5, slab-area designations S1, S2 and S4, rectangular support symbols, and a stair flight beside a labelled half landing beam. The lower-right portion includes angled grid lines E' and F' and is cropped."
}

p01_r20 roof beam layout

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r20_roof_beam_layout

Plan10 objects · 13 measurements · 12 labels

This crop is a partial foundation/structural plan on lettered and numbered grid lines. It shows foundation beam runs designated FB1, FB2, FB4 and FB5, slab-area designations S1, S2 and S4, rectangular support symbols, and a stair flight beside a labelled half landing beam. The lower-right portion includes angled grid lines E' and F' and is cropped.

Objects · 10

MarkObjectNo.ShapeNote
FB1foundation beamlinearMultiple FB1 beam runs are shown; crop is partial.
FB2foundation beamlinearMultiple FB2 beam runs are shown.
FB4foundation beamlinearOne short FB4 beam run is shown.
FB5foundation beamlinearVertical FB5 beam run shown at right.
S1slab area7rectangular/irregular areaCircled S1 designations are visible in separate areas.
S2slab area1rectangular area
S4slab area2rectangular area
column/support symbol20rectangularFilled rectangular support symbols, including partially cropped symbols at the bottom edge.
stair flight1rectangularShown by parallel tread lines adjacent to the half landing beam.
half landing beam1linearLabel is printed vertically beside the stair/landing area.

Measurements · 13

MeasurementValueApplies to
horizontal grid spacing3950Grid A to C
horizontal grid spacing1650Grid C to D
horizontal grid spacing4500Grid D to F
horizontal offset225Grid F to right-hand dimension line
vertical grid spacing3400Grid I to 2
vertical grid spacing1950Grid 2 to 3
vertical grid spacing2650Grid 3 to 4
vertical grid spacing2965Grid 4 to 6
vertical grid spacing4125Below grid 6
horizontal spacing740Support/beam lines near grid 4
horizontal spacing1400Support/beam lines near grid 4
diagonal dimension2554Diagonal grid E' to F'
diagonal/angled dimension257Near grid F'

Labels

ACDFI2346E'F'N

openai/gpt-5.6-terra · 7467 tokens · 21.6s

crop · 2134 × 1663

p01_r21 plan of pile cap marked 3 p

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r21_plan_of_pile_cap_marked_3_p
Original
p01_r21 plan of pile cap marked 3 p
{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered polygonal",
      "material": "",
      "count": 1,
      "note": "Shown in plan; upper portion is rectangular and lower portion tapers to a 750-wide end."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Shown as dashed circular outlines."
    },
    {
      "name": "central rectangular element",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Unlabelled rectangle with diagonal cross-lines at the pile-cap centre."
    },
    {
      "name": "reinforcement bar grid",
      "tag": "",
      "shape": "orthogonal grid",
      "material": "steel",
      "count": null,
      "note": "Nominal Y12 reinforcement grid shown over the pile-cap plan."
    }
  ],
  "measurements": [
    {
      "label": "top horizontal dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "top horizontal dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "top horizontal dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "left vertical dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "left vertical dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "right upper vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "right lower vertical dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "sloping side dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "bottom width",
      "value": "750",
      "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",
    "X",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25"
  ],
  "description": "This crop is a plan view of pile cap marked 3-P. It shows a tapered pile-cap outline, three circular pile locations, a central unlabelled rectangular element, and the indicated reinforcement layout and dimensions."
}

p01_r21 plan of pile cap marked 3 p

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r21_plan_of_pile_cap_marked_3_p

Plan4 objects · 10 measurements · 3 notes · 4 labels

This crop is a plan view of pile cap marked 3-P. It shows a tapered pile-cap outline, three circular pile locations, a central unlabelled rectangular element, and the indicated reinforcement layout and dimensions.

Objects · 4

MarkObjectNo.ShapeMaterialNote
3-Ppile cap1tapered polygonalShown in plan; upper portion is rectangular and lower portion tapers to a 750-wide end.
pile3circularShown as dashed circular outlines.
central rectangular element1rectangularUnlabelled rectangle with diagonal cross-lines at the pile-cap centre.
reinforcement bar gridorthogonal gridsteelNominal Y12 reinforcement grid shown over the pile-cap plan.

Measurements · 10

MeasurementValueApplies to
top horizontal dimension375pile cap 3-P
top horizontal dimension1350pile cap 3-P
top horizontal dimension375pile cap 3-P
left vertical dimension375pile cap 3-P
left vertical dimension375pile cap 3-P
right upper vertical dimension750pile cap 3-P
right lower vertical dimension1169pile cap 3-P
sloping side dimension1350pile cap 3-P
bottom width750pile cap 3-P
scale1:25

Labels

XXPLAN 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 · 5747 tokens · 14.9s

crop · 2657 × 1399

p01_r22 certificate of owner

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r22_certificate_of_owner
Original
p01_r22 certificate of owner
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "SIGNATURE OF OWNER (S)",
    "GENERAL NOTES",
    "I",
    "J"
  ],
  "description": "This crop shows part of a drawing-sheet border/title-block or notes-area layout. It contains a signature line heading and a GENERAL NOTES heading, but no actual general-note text or constructional content is visible."
}

p01_r22 certificate of owner

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r22_certificate_of_owner

Title Block4 labels

This crop shows part of a drawing-sheet border/title-block or notes-area layout. It contains a signature line heading and a GENERAL NOTES heading, but no actual general-note text or constructional content is visible.

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 · 3575 tokens · 4.3s

crop · 2726 × 2932

p01_r23 framing plan of third floor beams

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r23_framing_plan_of_third_floor_beams
Original
p01_r23 framing plan of third floor beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "column",
      "tag": "C1, C3, C5, C6, C12, C14, C15",
      "shape": "square/rectangular",
      "material": "",
      "count": 7,
      "note": "Each is dimensioned 125 by 125 where shown."
    },
    {
      "name": "column",
      "tag": "C2, C4, C13",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Each is dimensioned 175 by 125 where shown."
    },
    {
      "name": "column",
      "tag": "C7, C8, C9, C10, C11",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Each is dimensioned 125 by 175 where shown."
    },
    {
      "name": "gate",
      "tag": "GATE",
      "shape": "curved/swing outline",
      "material": "",
      "count": 1,
      "note": "Only a partial gate arrangement is visible at the right edge."
    },
    {
      "name": "unidentified support symbols",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two dark rectangular symbols are visible in the partial plan fragment above the title."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "Grid A to B, upper fragment"
    },
    {
      "label": "horizontal grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "Grid B to E, upper fragment"
    },
    {
      "label": "horizontal grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "Grid E to F, upper fragment"
    },
    {
      "label": "horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to G, upper fragment"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Upper fragment"
    },
    {
      "label": "horizontal grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A to C"
    },
    {
      "label": "horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C to D"
    },
    {
      "label": "horizontal grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D to F"
    },
    {
      "label": "horizontal grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to G"
    },
    {
      "label": "vertical dimension",
      "value": "4005",
      "unit": "",
      "appliesTo": "Grid A area"
    },
    {
      "label": "vertical dimension",
      "value": "4003",
      "unit": "",
      "appliesTo": "Grid G area"
    },
    {
      "label": "horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "Grid I to C1 area"
    },
    {
      "label": "vertical grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid I to 2"
    },
    {
      "label": "vertical grid spacing",
      "value": "1900",
      "unit": "",
      "appliesTo": "Grid 2 to 3"
    },
    {
      "label": "vertical grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3 to 4"
    },
    {
      "label": "vertical grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4 to 5"
    },
    {
      "label": "horizontal dimension",
      "value": "3701",
      "unit": "",
      "appliesTo": "C4 to gate area"
    },
    {
      "label": "horizontal dimension",
      "value": "2362",
      "unit": "",
      "appliesTo": "C15 to gate area"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C1"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C1"
    },
    {
      "label": "column width",
      "value": "175",
      "unit": "",
      "appliesTo": "C2"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C2"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C3"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C3"
    },
    {
      "label": "column width",
      "value": "175",
      "unit": "",
      "appliesTo": "C4"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C4"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C5"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C5"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C6"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C6"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C7"
    },
    {
      "label": "column depth",
      "value": "175",
      "unit": "",
      "appliesTo": "C7"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C8"
    },
    {
      "label": "column depth",
      "value": "175",
      "unit": "",
      "appliesTo": "C8"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C9"
    },
    {
      "label": "column depth",
      "value": "175",
      "unit": "",
      "appliesTo": "C9"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C10"
    },
    {
      "label": "column depth",
      "value": "175",
      "unit": "",
      "appliesTo": "C10"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C11"
    },
    {
      "label": "column depth",
      "value": "175",
      "unit": "",
      "appliesTo": "C11"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C12"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C12"
    },
    {
      "label": "column width",
      "value": "175",
      "unit": "",
      "appliesTo": "C13"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C13"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C14"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C14"
    },
    {
      "label": "column width",
      "value": "125",
      "unit": "",
      "appliesTo": "C15"
    },
    {
      "label": "column depth",
      "value": "125",
      "unit": "",
      "appliesTo": "C15"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 10.200",
      "unit": "M",
      "appliesTo": "3RD FLOOR BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "3RD FLOOR BEAM LAYOUT"
    }
  ],
  "notes": [],
  "labels": [
    "3RD FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 10.200M",
    "SCALE - 1:100",
    "FBI",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "I",
    "2",
    "3",
    "4",
    "5",
    "9",
    "9'",
    "B'",
    "E'",
    "S3"
  ],
  "description": "This crop shows a partial plan titled \"3RD FLOOR BEAM LAYOUT\" at top of beam elevation (+) 10.200M. The main visible portion documents the grid layout and locations/dimensions of columns C1 through C15, with a partial gate shown at the right. A separate partial plan fragment is visible above the drawing title."
}

p01_r23 framing plan of third floor beams

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r23_framing_plan_of_third_floor_beams

Plan5 objects · 50 measurements · 22 labels

This crop shows a partial plan titled "3RD FLOOR BEAM LAYOUT" at top of beam elevation (+) 10.200M. The main visible portion documents the grid layout and locations/dimensions of columns C1 through C15, with a partial gate shown at the right. A separate partial plan fragment is visible above the drawing title.

Objects · 5

MarkObjectNo.ShapeNote
C1, C3, C5, C6, C12, C14, C15column7square/rectangularEach is dimensioned 125 by 125 where shown.
C2, C4, C13column3rectangularEach is dimensioned 175 by 125 where shown.
C7, C8, C9, C10, C11column5rectangularEach is dimensioned 125 by 175 where shown.
GATEgate1curved/swing outlineOnly a partial gate arrangement is visible at the right edge.
unidentified support symbols2rectangularTwo dark rectangular symbols are visible in the partial plan fragment above the title.

Measurements · 50

MeasurementValueUnitApplies to
horizontal grid spacing3575Grid A to B, upper fragment
horizontal grid spacing4290Grid B to E, upper fragment
horizontal grid spacing2235Grid E to F, upper fragment
horizontal grid spacing3625Grid F to G, upper fragment
diagonal dimension4903Upper fragment
horizontal grid spacing3950Grid A to C
horizontal grid spacing1650Grid C to D
horizontal grid spacing4500Grid D to F
horizontal grid spacing3625Grid F to G
vertical dimension4005Grid A area
vertical dimension4003Grid G area
horizontal dimension1200Grid I to C1 area
vertical grid spacing3400Grid I to 2
vertical grid spacing1900Grid 2 to 3
vertical grid spacing2650Grid 3 to 4
vertical grid spacing2965Grid 4 to 5
horizontal dimension3701C4 to gate area
horizontal dimension2362C15 to gate area
column width125C1
column depth125C1
column width175C2
column depth125C2
column width125C3
column depth125C3
column width175C4
column depth125C4
column width125C5
column depth125C5
column width125C6
column depth125C6
column width125C7
column depth175C7
column width125C8
column depth175C8
column width125C9
column depth175C9
column width125C10
column depth175C10
column width125C11
column depth175C11
column width125C12
column depth125C12
column width175C13
column depth125C13
column width125C14
column depth125C14
column width125C15
column depth125C15
top of beam elevation(+) 10.200M3RD FLOOR BEAM LAYOUT
scale1:1003RD FLOOR BEAM LAYOUT

Labels

3RD FLOOR BEAM LAYOUTTOP OF BEAM (+) 10.200MSCALE - 1:100FBINABCDEFGI234599'B'E'S3

openai/gpt-5.6-terra · 8390 tokens · 30.4s

crop · 2216 × 2691

p01_r24 framing plan of roof level beams

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r24_framing_plan_of_roof_level_beams
Original
p01_r24 framing plan of roof level beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "roof beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Beam runs are only partly visible in the upper portion of the crop."
    },
    {
      "name": "roof beam",
      "tag": "TB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple horizontal and vertical beam runs are visible; some continue beyond the crop."
    },
    {
      "name": "roof beam",
      "tag": "TB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Multiple horizontal and vertical beam runs are visible, including around the stair/opening area."
    },
    {
      "name": "roof beam",
      "tag": "TB3",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Vertical beam runs are visible at the left and central portions of the lower layout."
    },
    {
      "name": "column/support symbol",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 17,
      "note": "Filled rectangular symbols occur at beam/grid intersections; no type or material is stated."
    },
    {
      "name": "stair",
      "tag": "",
      "shape": "rectangular with treads",
      "material": "",
      "count": 1,
      "note": "Partially visible at the lower-left portion of the roof beam layout."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": "grid spacing, partial"
    },
    {
      "label": "horizontal dimension",
      "value": "4290",
      "unit": "",
      "appliesTo": "grid B to E"
    },
    {
      "label": "horizontal dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": "grid E to F"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "upper partial layout"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "upper partial layout"
    },
    {
      "label": "diagonal dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "upper partial layout"
    },
    {
      "label": "vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "grid 7 to 8"
    },
    {
      "label": "horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "grid A to C"
    },
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "grid C to D"
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "grid D to F"
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "grid F to G"
    },
    {
      "label": "vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "grid I to 3"
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "grid 3 to 4"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "lower partial layout"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 13.800",
      "unit": "M",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    }
  ],
  "notes": [],
  "labels": [
    "ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 13.800M",
    "SCALE - 1:100",
    "N",
    "SI",
    "B",
    "B'",
    "E",
    "E'",
    "F",
    "F'",
    "9'",
    "A",
    "C",
    "D",
    "G",
    "I",
    "2",
    "3",
    "4",
    "7",
    "8"
  ],
  "description": "This crop shows a roof beam layout plan at the stated top-of-beam elevation of (+) 13.800M. The lower main portion shows beams identified as TB1, TB2, and TB3 arranged on lettered and numbered grids, with a partial stair/opening area; an additional partial FB1 beam layout is visible above."
}

p01_r24 framing plan of roof level beams

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r24_framing_plan_of_roof_level_beams

Plan6 objects · 16 measurements · 22 labels

This crop shows a roof beam layout plan at the stated top-of-beam elevation of (+) 13.800M. The lower main portion shows beams identified as TB1, TB2, and TB3 arranged on lettered and numbered grids, with a partial stair/opening area; an additional partial FB1 beam layout is visible above.

Objects · 6

MarkObjectNo.ShapeNote
FB1roof beamlinearBeam runs are only partly visible in the upper portion of the crop.
TB1roof beamlinearMultiple horizontal and vertical beam runs are visible; some continue beyond the crop.
TB2roof beamlinearMultiple horizontal and vertical beam runs are visible, including around the stair/opening area.
TB3roof beamlinearVertical beam runs are visible at the left and central portions of the lower layout.
column/support symbol17rectangularFilled rectangular symbols occur at beam/grid intersections; no type or material is stated.
stair1rectangular with treadsPartially visible at the lower-left portion of the roof beam layout.

Measurements · 16

MeasurementValueUnitApplies to
horizontal dimension3575grid spacing, partial
horizontal dimension4290grid B to E
horizontal dimension2235grid E to F
diagonal dimension4903upper partial layout
diagonal dimension2554upper partial layout
diagonal dimension257upper partial layout
vertical dimension1237grid 7 to 8
horizontal dimension3950grid A to C
horizontal dimension1650grid C to D
horizontal dimension4500grid D to F
horizontal dimension3625grid F to G
vertical dimension5350grid I to 3
vertical dimension4123grid 3 to 4
horizontal dimension1400lower partial layout
top of beam elevation(+) 13.800MROOF BEAM LAYOUT
scale1:100ROOF BEAM LAYOUT

Labels

ROOF BEAM LAYOUTTOP OF BEAM (+) 13.800MSCALE - 1:100NSIBB'EE'FF'9'ACDGI23478

openai/gpt-5.6-terra · 6653 tokens · 25.0s

crop · 2301 × 2816

p01_r25 scr roof beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r25_scr_roof_beam_layout
Original
p01_r25 scr roof beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "rectangular linear beam",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are visible in both the SCR layout and the partial LMR layout."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "rectangular linear beam",
      "material": "",
      "count": null,
      "note": "Multiple beam runs are visible in the partial LMR layout."
    },
    {
      "name": "foundation beam",
      "tag": "FB3",
      "shape": "rectangular linear beam",
      "material": "",
      "count": null,
      "note": "Visible at the right side of the partial LMR layout."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "rectangular linear beam",
      "material": "",
      "count": null,
      "note": "Visible around internal bays and the landing area."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "rectangular linear beam",
      "material": "",
      "count": null,
      "note": "Vertical beam runs visible in the partial LMR layout."
    },
    {
      "name": "support/column symbol",
      "tag": "",
      "shape": "solid square",
      "material": "",
      "count": null,
      "note": "Solid dark square symbols occur at beam intersections."
    },
    {
      "name": "slab or panel area",
      "tag": "SI",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Circular SI callouts are shown within several bays."
    },
    {
      "name": "slab or panel area",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "One S2 callout is visible."
    },
    {
      "name": "slab or panel area",
      "tag": "S3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two S3 callouts are visible."
    },
    {
      "name": "slab or panel area",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Several S4 callouts are visible."
    },
    {
      "name": "landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Labelled HALF LANDING BEAM."
    },
    {
      "name": "upstanding beam",
      "tag": "FB1",
      "shape": "rectangular linear beam",
      "material": "",
      "count": 1,
      "note": "Callout reads FB1 (UP STANDING)."
    }
  ],
  "measurements": [
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "horizontal dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "horizontal dimension",
      "value": "2025",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 16.650M",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "vertical dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "vertical dimension",
      "value": "1525",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "dimension",
      "value": "207",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "diagonal dimension",
      "value": "552",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "partial LMR ROOF B"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "partial adjacent layout at right"
    }
  ],
  "notes": [
    "FB1 (UP STANDING)",
    "HALF LANDING BEAM"
  ],
  "labels": [
    "SCR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 16.650M",
    "SCALE - 1:100",
    "LMR ROOF B",
    "TOP OF BEA",
    "SCALE",
    "N",
    "A",
    "B",
    "C",
    "D",
    "F",
    "G",
    "1",
    "2",
    "3",
    "4",
    "7",
    "8"
  ],
  "description": "The crop shows a complete SCR roof beam layout at upper left and a larger, partial LMR roof beam layout below and to the right. The plans show foundation-beam designations FB1 through FB5, solid square support symbols, slab/panel callouts SI, S2, S3 and S4, grid references, dimensions, and north arrows. The LMR drawing and the adjacent drawing at the far right are cropped."
}

p01_r25 scr roof beam layout

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r25_scr_roof_beam_layout

Plan12 objects · 26 measurements · 2 notes · 19 labels

The crop shows a complete SCR roof beam layout at upper left and a larger, partial LMR roof beam layout below and to the right. The plans show foundation-beam designations FB1 through FB5, solid square support symbols, slab/panel callouts SI, S2, S3 and S4, grid references, dimensions, and north arrows. The LMR drawing and the adjacent drawing at the far right are cropped.

Objects · 12

MarkObjectNo.ShapeNote
FB1foundation beamrectangular linear beamMultiple beam runs are visible in both the SCR layout and the partial LMR layout.
FB2foundation beamrectangular linear beamMultiple beam runs are visible in the partial LMR layout.
FB3foundation beamrectangular linear beamVisible at the right side of the partial LMR layout.
FB4foundation beamrectangular linear beamVisible around internal bays and the landing area.
FB5foundation beamrectangular linear beamVertical beam runs visible in the partial LMR layout.
support/column symbolsolid squareSolid dark square symbols occur at beam intersections.
SIslab or panel arearectangularCircular SI callouts are shown within several bays.
S2slab or panel area1rectangularOne S2 callout is visible.
S3slab or panel area2rectangularTwo S3 callouts are visible.
S4slab or panel arearectangularSeveral S4 callouts are visible.
landing beam1rectangularLabelled HALF LANDING BEAM.
FB1upstanding beam1rectangular linear beamCallout reads FB1 (UP STANDING).

Measurements · 26

MeasurementValueApplies to
vertical dimension1950SCR ROOF BEAM LAYOUT
vertical dimension625SCR ROOF BEAM LAYOUT
vertical dimension2650SCR ROOF BEAM LAYOUT
horizontal dimension625SCR ROOF BEAM LAYOUT
horizontal dimension3575SCR ROOF BEAM LAYOUT
horizontal dimension2025SCR ROOF BEAM LAYOUT
horizontal dimension625SCR ROOF BEAM LAYOUT
top of beam elevation(+) 16.650MSCR ROOF BEAM LAYOUT
scale1:100SCR ROOF BEAM LAYOUT
horizontal dimension3950partial LMR ROOF B
horizontal dimension1650partial LMR ROOF B
horizontal dimension4500partial LMR ROOF B
horizontal dimension3625partial LMR ROOF B
horizontal dimension1625partial LMR ROOF B
horizontal dimension225partial LMR ROOF B
vertical dimension3400partial LMR ROOF B
vertical dimension125partial LMR ROOF B
vertical dimension1950partial LMR ROOF B
vertical dimension2650partial LMR ROOF B
vertical dimension1525partial LMR ROOF B
dimension740partial LMR ROOF B
dimension1400partial LMR ROOF B
dimension207partial LMR ROOF B
diagonal dimension552partial LMR ROOF B
horizontal dimension1400partial LMR ROOF B
vertical dimension1950partial adjacent layout at right

Labels

SCR ROOF BEAM LAYOUTTOP OF BEAM (+) 16.650MSCALE - 1:100LMR ROOF BTOP OF BEASCALENABCDFG123478

Notes

  • FB1 (UP STANDING)
  • HALF LANDING BEAM

openai/gpt-5.6-terra · 6660 tokens · 18.5s

crop · 2060 × 2559

p01_r26 framing plan of lift machine room roof beams

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r26_framing_plan_of_lift_machine_room_roof_beams
Original
p01_r26 framing plan of lift machine room roof beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Multiple FB1 runs are shown; the plan is cropped and the individual runs cannot be reliably counted."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Shown in the lower central/right portion of the cropped plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB3",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Shown in the left portion of the cropped plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Shown in the lower-right portion of the cropped plan."
    },
    {
      "name": "slab area",
      "tag": "SI",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six visible SI callout bubbles, including the small upper layout."
    },
    {
      "name": "slab area",
      "tag": "S3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "slab area",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "landing beam",
      "tag": "",
      "shape": "linear rectangular",
      "material": "",
      "count": 1,
      "note": "Labelled adjacent to the lower central portion of the plan."
    },
    {
      "name": "square support symbols",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": 18,
      "note": "Dark filled square symbols occur at beam/grid intersections; their specific support type is not labelled in this crop."
    },
    {
      "name": "circular reinforced concrete member",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in SECTION : A - A with longitudinal bars, circular reinforcement, and stiffener callouts."
    },
    {
      "name": "longitudinal reinforcement",
      "tag": "",
      "shape": "round bar",
      "material": "",
      "count": 6,
      "note": "Callout: 6-Y16."
    },
    {
      "name": "circular reinforcement",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout: Y8@150 C/C."
    },
    {
      "name": "stiffener reinforcement",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout is partially cropped: Y16@1500 C/...; labelled STIFFNER."
    }
  ],
  "measurements": [
    {
      "label": "horizontal grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "FB1 layout between grids C and D"
    },
    {
      "label": "vertical grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "FB1 layout between grids 2 and 3"
    },
    {
      "label": "circular member diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "longitudinal reinforcement quantity and size",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "circular reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "stiffener reinforcement spacing",
      "value": "Y16@1500 C/...",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 18.800M",
      "unit": "",
      "appliesTo": "LMR roof beam layout"
    },
    {
      "label": "drawing scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "section scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "partial lower-left layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": "partial lower-left layout"
    },
    {
      "label": "horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "partial lower-right layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "partial lower-right layout between grids C and D"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "partial lower-left layout"
    },
    {
      "label": "vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "partial lower-left layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "partial lower-left layout"
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "partial lower-left layout"
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "partial lower-left layout"
    },
    {
      "label": "vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "partial lower-right layout"
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "partial lower-right layout"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "partial lower-right layout"
    },
    {
      "label": "horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "partial lower-right layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "partial lower-right layout"
    }
  ],
  "notes": [
    "STIFFNER"
  ],
  "labels": [
    "LMR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 18.800M",
    "SCALE - 1:100",
    "SECTION : A - A",
    "SCALE = 1 : 25",
    "N",
    "Grid A",
    "Grid C",
    "Grid D",
    "Grid G",
    "Grid I",
    "Grid 2",
    "Grid 3",
    "Grid 4"
  ],
  "description": "This crop primarily shows a partial LMR roof beam layout plan, with foundation beam designations FB1 through FB4, slab-area callouts, grid lines, dimensions, and a landing beam. It also includes SECTION : A - A of a 450-diameter circular reinforced-concrete member and a north arrow; the lower layout is cropped and does not show the complete structure."
}

p01_r26 framing plan of lift machine room roof beams

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r26_framing_plan_of_lift_machine_room_roof_beams

Plan13 objects · 23 measurements · 1 note · 14 labels

This crop primarily shows a partial LMR roof beam layout plan, with foundation beam designations FB1 through FB4, slab-area callouts, grid lines, dimensions, and a landing beam. It also includes SECTION : A - A of a 450-diameter circular reinforced-concrete member and a north arrow; the lower layout is cropped and does not show the complete structure.

Objects · 13

MarkObjectNo.ShapeMaterialNote
FB1foundation beamlinear rectangularMultiple FB1 runs are shown; the plan is cropped and the individual runs cannot be reliably counted.
FB2foundation beamlinear rectangularShown in the lower central/right portion of the cropped plan.
FB3foundation beamlinear rectangularShown in the left portion of the cropped plan.
FB4foundation beamlinear rectangularShown in the lower-right portion of the cropped plan.
SIslab area6rectangularSix visible SI callout bubbles, including the small upper layout.
S3slab area1rectangular
S4slab area3rectangular
landing beam1linear rectangularLabelled adjacent to the lower central portion of the plan.
square support symbols18squareDark filled square symbols occur at beam/grid intersections; their specific support type is not labelled in this crop.
circular reinforced concrete member1circularreinforced concreteShown in SECTION : A - A with longitudinal bars, circular reinforcement, and stiffener callouts.
longitudinal reinforcement6round barCallout: 6-Y16.
circular reinforcementcircularCallout: Y8@150 C/C.
stiffener reinforcementcircularCallout is partially cropped: Y16@1500 C/...; labelled STIFFNER.

Measurements · 23

MeasurementValueApplies to
horizontal grid spacing1650FB1 layout between grids C and D
vertical grid spacing1950FB1 layout between grids 2 and 3
circular member diameter450circular reinforced concrete member
longitudinal reinforcement quantity and size6-Y16circular reinforced concrete member
circular reinforcement spacingY8@150 C/Ccircular reinforced concrete member
stiffener reinforcement spacingY16@1500 C/...circular reinforced concrete member
top of beam elevation(+) 18.800MLMR roof beam layout
drawing scale1:100LMR ROOF BEAM LAYOUT
section scale1 : 25SECTION : A - A
horizontal dimension3625partial lower-left layout
horizontal dimension1625partial lower-left layout
horizontal dimension3950partial lower-right layout
horizontal dimension1650partial lower-right layout between grids C and D
vertical dimension3215partial lower-left layout
vertical dimension5350partial lower-left layout
horizontal dimension1400partial lower-left layout
horizontal dimension225partial lower-left layout
vertical dimension4123partial lower-left layout
vertical dimension3400partial lower-right layout
vertical dimension1950partial lower-right layout
vertical dimension2650partial lower-right layout
horizontal dimension625partial lower-right layout
horizontal dimension1400partial lower-right layout

Labels

LMR ROOF BEAM LAYOUTTOP OF BEAM (+) 18.800MSCALE - 1:100SECTION : A - ASCALE = 1 : 25NGrid AGrid CGrid DGrid GGrid IGrid 2Grid 3Grid 4

Notes

  • STIFFNER

openai/gpt-5.6-terra · 7467 tokens · 29.1s

crop · 2738 × 2949

p01_r27 specification of building materials general notes

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r27_specification_of_building_materials_general_notes
Original
p01_r27 specification of building materials general notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILIMETER & LEVEL ARE IN METER UNLESS OTHERWISE STATED.",
    "2. ALL R.C.C. MEMBERS ARE IN M-25 GRADE OF CONCRETE.",
    "3. USE Fe-550 GRADE OF STEEL CONFORMING TO I.S. CODES.",
    "4. WRITTEN DIMENSIONS SHOULD BE FOLLOWED.",
    "5. ALL FLOORS ARE WATER TIGHT.",
    "6. ALL OTHERS WORKS AS PER I.S. CODES & NATIONAL BUILDING CODE OF INDIA."
  ],
  "labels": [
    "SPECIFICATION OF BUILDING MATERIALS :",
    "NOTES :",
    "DESIGNED BY :",
    "M K Paul & Associates",
    "M K PAUL & ASSOCIATES",
    "K",
    "L",
    "M",
    "N",
    "O"
  ],
  "description": "This crop is a notes block headed \"SPECIFICATION OF BUILDING MATERIALS :\" containing general material and construction requirements. It also shows part of the drawing border/grid and a partial designer identification area; no specific construction elements or quantities are shown."
}

p01_r27 specification of building materials general notes

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r27_specification_of_building_materials_general_notes

Notes6 notes · 10 labels

This crop is a notes block headed "SPECIFICATION OF BUILDING MATERIALS :" containing general material and construction requirements. It also shows part of the drawing border/grid and a partial designer identification area; no specific construction elements or quantities are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

SPECIFICATION OF BUILDING MATERIALS :NOTES :DESIGNED BY :M K Paul & AssociatesM K PAUL & ASSOCIATESKLMNO

Notes

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

openai/gpt-5.6-terra · 5714 tokens · 8.4s

crop · 2920 × 3970

p01_r28 pile pile cap layout

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r28_pile_pile_cap_layout
Original
p01_r28 pile pile cap layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "P-3",
      "shape": "triangular / tapered triangular, including rotated triangular layouts",
      "material": "",
      "count": 11,
      "note": "Each visible P-3 cap shows three circular pile positions and a dark rectangular central support/pedestal symbol."
    },
    {
      "name": "pile cap",
      "tag": "P-8",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shows eight circular pile positions and three dark rectangular support/pedestal symbols."
    },
    {
      "name": "pile cap",
      "tag": "P-6",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shows six circular pile positions and three dark rectangular support/pedestal symbols."
    },
    {
      "name": "pile cap",
      "tag": "P-5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shows five circular pile positions and one dark central support/pedestal symbol."
    },
    {
      "name": "pile cap",
      "tag": "P-4",
      "shape": "square",
      "material": "",
      "count": 2,
      "note": "Each visible P-4 cap shows four circular pile positions and one dark central support/pedestal symbol."
    },
    {
      "name": "pile cap",
      "tag": "P-2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shows two circular pile positions and one dark central support/pedestal symbol."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 58,
      "note": "Circular pile locations shown within the visible pile caps: 33 in P-3 caps, 8 in P-8, 6 in P-6, 5 in P-5, 4 in the two P-4 caps, and 2 in P-2."
    },
    {
      "name": "central support / pedestal symbols",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 17,
      "note": "Dark filled rectangular symbols, generally one per pile cap; P-8 and P-6 each show three."
    },
    {
      "name": "gate",
      "tag": "",
      "shape": "curved swing line",
      "material": "",
      "count": 1,
      "note": "Shown at the upper-right boundary."
    }
  ],
  "measurements": [
    {
      "label": "top grid spacing A-C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top grid spacing C-D",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top grid spacing D-F",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top grid spacing F-G",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "left grid spacing 1-2",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "left grid spacing 2-3",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "left grid spacing 3-4",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "left grid spacing 4-6",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "left grid spacing 6-9",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right grid spacing 1-3",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right grid spacing 3-5",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right grid spacing 5-8",
      "value": "2057",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right grid spacing 8-7",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bottom grid spacing A-B",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bottom grid spacing B-E",
      "value": "4290",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bottom grid spacing E-F",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bottom grid spacing F-G",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "P-3 pile spacing",
      "value": "675",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "P-3 pile offset / spacing",
      "value": "375",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "P-3 overall vertical dimension",
      "value": "1919",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "P-3 vertical dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "P-3 vertical dimension",
      "value": "794",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "P-3 vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "P-3 lower pile spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "P-8 pile spacing chain",
      "value": "375",
      "unit": "",
      "appliesTo": "P-8"
    },
    {
      "label": "P-8 pile spacing chain",
      "value": "1350",
      "unit": "",
      "appliesTo": "P-8"
    },
    {
      "label": "P-8 vertical pile spacing",
      "value": "1169",
      "unit": "",
      "appliesTo": "P-8"
    },
    {
      "label": "P-8 overall vertical dimension",
      "value": "3088",
      "unit": "",
      "appliesTo": "P-8"
    },
    {
      "label": "P-8 overall horizontal dimension",
      "value": "3450",
      "unit": "",
      "appliesTo": "P-8"
    },
    {
      "label": "P-6 pile spacing chain",
      "value": "375",
      "unit": "",
      "appliesTo": "P-6"
    },
    {
      "label": "P-6 pile spacing chain",
      "value": "1350",
      "unit": "",
      "appliesTo": "P-6"
    },
    {
      "label": "P-6 vertical dimension",
      "value": "1530",
      "unit": "",
      "appliesTo": "P-6"
    },
    {
      "label": "P-6 overall vertical dimension",
      "value": "2100",
      "unit": "",
      "appliesTo": "P-6"
    },
    {
      "label": "P-6 overall horizontal dimension",
      "value": "3450",
      "unit": "",
      "appliesTo": "P-6"
    },
    {
      "label": "P-6 lower pile spacing",
      "value": "675",
      "unit": "",
      "appliesTo": "P-6"
    },
    {
      "label": "P-5 pile spacing",
      "value": "675",
      "unit": "",
      "appliesTo": "P-5"
    },
    {
      "label": "P-5 pile offset / spacing",
      "value": "375",
      "unit": "",
      "appliesTo": "P-5"
    },
    {
      "label": "P-5 vertical pile spacing",
      "value": "1169",
      "unit": "",
      "appliesTo": "P-5"
    },
    {
      "label": "P-5 overall vertical dimension",
      "value": "3088",
      "unit": "",
      "appliesTo": "P-5"
    },
    {
      "label": "P-5 overall horizontal dimension",
      "value": "2100",
      "unit": "",
      "appliesTo": "P-5"
    },
    {
      "label": "P-4 pile spacing",
      "value": "375",
      "unit": "",
      "appliesTo": "P-4"
    },
    {
      "label": "P-4 pile spacing",
      "value": "675",
      "unit": "",
      "appliesTo": "P-4"
    },
    {
      "label": "P-4 overall dimension",
      "value": "2100",
      "unit": "",
      "appliesTo": "P-4"
    },
    {
      "label": "P-2 pile spacing",
      "value": "375",
      "unit": "",
      "appliesTo": "P-2"
    },
    {
      "label": "P-2 pile spacing",
      "value": "675",
      "unit": "",
      "appliesTo": "P-2"
    },
    {
      "label": "P-2 overall vertical dimension",
      "value": "2100",
      "unit": "",
      "appliesTo": "P-2"
    },
    {
      "label": "P-2 overall horizontal dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P-2"
    },
    {
      "label": "drawing scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "GATE",
    "PILE & PILE CAP LAYOUT",
    "SCALE - 1:100",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "G'",
    "I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'"
  ],
  "description": "This crop is a pile and pile-cap layout plan showing multiple pile-cap types P-2 through P-8 arranged on a lettered and numbered setting-out grid. Circular pile positions, dark rectangular support/pedestal symbols, cap outlines, grid dimensions, diagonal setting-out dimensions, a north arrow, and a gate at the eastern boundary are visible. The crop documents only the pile foundation layout; no pile lengths, diameters, reinforcement, or material specifications are shown."
}

p01_r28 pile pile cap layout

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r28_pile_pile_cap_layout

Plan9 objects · 51 measurements · 26 labels

This crop is a pile and pile-cap layout plan showing multiple pile-cap types P-2 through P-8 arranged on a lettered and numbered setting-out grid. Circular pile positions, dark rectangular support/pedestal symbols, cap outlines, grid dimensions, diagonal setting-out dimensions, a north arrow, and a gate at the eastern boundary are visible. The crop documents only the pile foundation layout; no pile lengths, diameters, reinforcement, or material specifications are shown.

Objects · 9

MarkObjectNo.ShapeNote
P-3pile cap11triangular / tapered triangular, including rotated triangular layoutsEach visible P-3 cap shows three circular pile positions and a dark rectangular central support/pedestal symbol.
P-8pile cap1rectangularShows eight circular pile positions and three dark rectangular support/pedestal symbols.
P-6pile cap1rectangularShows six circular pile positions and three dark rectangular support/pedestal symbols.
P-5pile cap1rectangularShows five circular pile positions and one dark central support/pedestal symbol.
P-4pile cap2squareEach visible P-4 cap shows four circular pile positions and one dark central support/pedestal symbol.
P-2pile cap1rectangularShows two circular pile positions and one dark central support/pedestal symbol.
piles58circularCircular pile locations shown within the visible pile caps: 33 in P-3 caps, 8 in P-8, 6 in P-6, 5 in P-5, 4 in the two P-4 caps, and 2 in P-2.
central support / pedestal symbols17rectangularDark filled rectangular symbols, generally one per pile cap; P-8 and P-6 each show three.
gate1curved swing lineShown at the upper-right boundary.

Measurements · 51

MeasurementValueApplies to
top grid spacing A-C3950
top grid spacing C-D1650
top grid spacing D-F4500
top grid spacing F-G3625
left grid spacing 1-23400
left grid spacing 2-31950
left grid spacing 3-42650
left grid spacing 4-62965
left grid spacing 6-94125
right grid spacing 1-35350
right grid spacing 3-54123
right grid spacing 5-82057
right grid spacing 8-71237
bottom grid spacing A-B3575
bottom grid spacing B-E4290
bottom grid spacing E-F2235
bottom grid spacing F-G3625
diagonal dimension4903
diagonal dimension2554
diagonal dimension4143
P-3 pile spacing675P-3
P-3 pile offset / spacing375P-3
P-3 overall vertical dimension1919P-3
P-3 vertical dimension1350P-3
P-3 vertical dimension794P-3
P-3 vertical dimension750P-3
P-3 lower pile spacing750P-3
P-8 pile spacing chain375P-8
P-8 pile spacing chain1350P-8
P-8 vertical pile spacing1169P-8
P-8 overall vertical dimension3088P-8
P-8 overall horizontal dimension3450P-8
P-6 pile spacing chain375P-6
P-6 pile spacing chain1350P-6
P-6 vertical dimension1530P-6
P-6 overall vertical dimension2100P-6
P-6 overall horizontal dimension3450P-6
P-6 lower pile spacing675P-6
P-5 pile spacing675P-5
P-5 pile offset / spacing375P-5
P-5 vertical pile spacing1169P-5
P-5 overall vertical dimension3088P-5
P-5 overall horizontal dimension2100P-5
P-4 pile spacing375P-4
P-4 pile spacing675P-4
P-4 overall dimension2100P-4
P-2 pile spacing375P-2
P-2 pile spacing675P-2
P-2 overall vertical dimension2100P-2
P-2 overall horizontal dimension750P-2
drawing scale1:100

Labels

GATEPILE & PILE CAP LAYOUTSCALE - 1:100NABCDEFGB'E'F'G'I1234567899'

openai/gpt-5.6-terra · 8351 tokens · 32.7s

crop · 2573 × 3526

p01_r29 plan of column grid layout

page 1 · mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r29_plan_of_column_grid_layout
Original
p01_r29 plan of column grid layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "column",
      "tag": "C1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C6",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C7",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C8",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C9",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C10",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C11",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C12",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C13",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C14",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C15",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C16",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C17",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C18",
      "shape": "rectangular, rotated",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C19",
      "shape": "rectangular, rotated",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C20",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "column",
      "tag": "C21",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "gate",
      "tag": "",
      "shape": "curved boundary line",
      "material": "",
      "count": 1,
      "note": "Only a partial gate/curved boundary indication is visible at the right side of the layout."
    }
  ],
  "measurements": [
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Between grids A and C"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Between grids C and D"
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Between grids D and F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Between grids F and G"
    },
    {
      "label": "grid spacing",
      "value": "4005",
      "unit": "",
      "appliesTo": "Between grids A and I"
    },
    {
      "label": "grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Between grids I and 2"
    },
    {
      "label": "grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "Between grids 2 and 3"
    },
    {
      "label": "grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "Between grids 3 and 4"
    },
    {
      "label": "grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Between grids 4 and 6"
    },
    {
      "label": "grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "Between grids 6 and 9"
    },
    {
      "label": "grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "Between grids A and B"
    },
    {
      "label": "grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "Between grids B and E"
    },
    {
      "label": "grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "Between grids E and F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Between grids F and G"
    },
    {
      "label": "dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "At grid I, left of C1"
    },
    {
      "label": "dimension",
      "value": "3701",
      "unit": "",
      "appliesTo": "At grid I, right of C4"
    },
    {
      "label": "dimension",
      "value": "2362",
      "unit": "",
      "appliesTo": "At C15 toward right boundary"
    },
    {
      "label": "dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Below C20"
    },
    {
      "label": "dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Below C21"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Diagonal line between B' and G'"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Diagonal line between E' and F'"
    },
    {
      "label": "diagonal dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": "Diagonal line toward G'"
    },
    {
      "label": "dimension",
      "value": "2662",
      "unit": "",
      "appliesTo": "Diagonal near B'"
    },
    {
      "label": "dimension",
      "value": "2257",
      "unit": "",
      "appliesTo": "Near C15 and grid G"
    },
    {
      "label": "half-column dimension",
      "value": "125",
      "unit": "",
      "appliesTo": "C1, C3, C5, C6, C7, C8, C9, C10, C12, C14, C15, C16, C18, C19, C20 and C21, as shown"
    },
    {
      "label": "half-column dimension",
      "value": "175",
      "unit": "",
      "appliesTo": "C2, C4, C7, C8, C9, C10, C11, C13, C17 and C19, as shown"
    },
    {
      "label": "dimension",
      "value": "51",
      "unit": "",
      "appliesTo": "C21"
    }
  ],
  "notes": [],
  "labels": [
    "COLUMN LAYOUT",
    "SCALE - 1:100",
    "GATE",
    "N",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "G'",
    "I",
    "2",
    "3",
    "4",
    "6",
    "9",
    "9'"
  ],
  "description": "This crop is a plan titled COLUMN LAYOUT, showing the setting-out grid and locations of columns C1 through C21. Most columns are aligned on the orthogonal grid, while C18 and C19 are on a rotated/diagonal layout near the lower-right portion. A partial curved boundary labelled GATE and a north symbol are shown at the right."
}

p01_r29 plan of column grid layout

done

mkpa_techno_building_2025_job_020_structural_43ddbb3f10_a7e_3e613d043d_p01_r29_plan_of_column_grid_layout

Plan22 objects · 27 measurements · 22 labels

This crop is a plan titled COLUMN LAYOUT, showing the setting-out grid and locations of columns C1 through C21. Most columns are aligned on the orthogonal grid, while C18 and C19 are on a rotated/diagonal layout near the lower-right portion. A partial curved boundary labelled GATE and a north symbol are shown at the right.

Objects · 22

MarkObjectNo.ShapeNote
C1column1rectangular
C2column1rectangular
C3column1rectangular
C4column1rectangular
C5column1rectangular
C6column1rectangular
C7column1rectangular
C8column1rectangular
C9column1rectangular
C10column1rectangular
C11column1rectangular
C12column1rectangular
C13column1rectangular
C14column1rectangular
C15column1rectangular
C16column1rectangular
C17column1rectangular
C18column1rectangular, rotated
C19column1rectangular, rotated
C20column1rectangular
C21column1rectangular
gate1curved boundary lineOnly a partial gate/curved boundary indication is visible at the right side of the layout.

Measurements · 27

MeasurementValueApplies to
grid spacing3950Between grids A and C
grid spacing1650Between grids C and D
grid spacing4500Between grids D and F
grid spacing3625Between grids F and G
grid spacing4005Between grids A and I
grid spacing3400Between grids I and 2
grid spacing1950Between grids 2 and 3
grid spacing2650Between grids 3 and 4
grid spacing2965Between grids 4 and 6
grid spacing4125Between grids 6 and 9
grid spacing3575Between grids A and B
grid spacing4290Between grids B and E
grid spacing2235Between grids E and F
grid spacing3625Between grids F and G
dimension1200At grid I, left of C1
dimension3701At grid I, right of C4
dimension2362At C15 toward right boundary
dimension1500Below C20
dimension1500Below C21
diagonal dimension4903Diagonal line between B' and G'
diagonal dimension2554Diagonal line between E' and F'
diagonal dimension4143Diagonal line toward G'
dimension2662Diagonal near B'
dimension2257Near C15 and grid G
half-column dimension125C1, C3, C5, C6, C7, C8, C9, C10, C12, C14, C15, C16, C18, C19, C20 and C21, as shown
half-column dimension175C2, C4, C7, C8, C9, C10, C11, C13, C17 and C19, as shown
dimension51C21

Labels

COLUMN LAYOUTSCALE - 1:100GATENABCDEFGB'E'F'G'I234699'

openai/gpt-5.6-terra · 6897 tokens · 28.6s

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.