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Building Test 2

mkpa_techno_building_2025_job_020_structural_af7b24c3bd-76c87454b5094436bde05581af721f35 · Building

Models

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

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

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

All 86 crops read.

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

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

Page 124 crops · 24 read
crop · 2762 × 11589

p01_r01 proposed parking g 2 storied residential building at block gd

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r01_proposed_parking_g_2_storied_residential_building_at_block_gd
Original
p01_r01 proposed parking g 2 storied residential building at block gd
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1:100, 1:25",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP STRICTLY ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007.",
    "CERTIFIED THAT I HAVE GONE THROUGH THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007, AND ALSO UNDERTAKE TO ABIDE BY THOSE RULES DURING AND AFTER THE CONSTRUCTION OF THE BUILDING.",
    "1. ALL DIMENSIONS ARE IN MILLIMETER & LEVEL ARE IN METER UNLESS OTHERWISE STATED.",
    "2. ALL R.C.C. MEMBERS ARE IN M-25 GRADE OF CONCRETE.",
    "3. USE FE-500 GRADE OF STEEL CONFORMING TO I.S. CODES.",
    "4. WRITTEN DIMENSIONS SHOULD BE FOLLOWED.",
    "5. ALL FLOORS ARE WATER TIGHT.",
    "6. ALL OTHERS WORKS AS PER I.S. CODES & NATIONAL BUILDING CODE OF INDIA."
  ],
  "labels": [
    "GD - 281",
    "PROPOSED PARKING +G+2 STORIED RESIDENTIAL BUILDING AT BLOCK - GD,",
    "PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.",
    "CERTIFICATE OF ARCHITECT & ENGINEERS:",
    "SIGNATURE OF ARCHITECT",
    "SIGNATURE OF STRUCTURAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "STRUCTURAL ENGINEER [ SE / 1/144. K. M. C. ].",
    "SIGNATURE OF GEOTECHNICAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "GEOTECHNICAL ENGINEER [ GT / 1/3. K. M. C. ].",
    "CERTIFICATE OF OWNER",
    "SIGNATURE OF OWNER (S)",
    "GENERAL NOTES",
    "SPECIFICATION OF BUILDING MATERIALS :",
    "NOTES :",
    "DESIGNED BY :",
    "M K PAUL & ASSOCIATES",
    "1st Floor, Mayur Kunja, 186, Ramkrishna Garh, Italgacha, Kolkata-700079",
    "Ph. No. - 9007308136,",
    "E-mail ID. - paul.mk@mkpa.in",
    "ARCHITECT:",
    "UTTAM KUMAR PAUL",
    "CA/89/12600",
    "SCALE : 1:100, 1:25",
    "SHEET SIZE: A0",
    "SHEET NO.: 01",
    "DRG. NO - MKPA/TECHNO/BUILDING/2025/JOB - 020",
    "N"
  ],
  "description": "This crop shows a title block and certification/notes panel for a proposed parking plus G+2 storied residential building at Block GD, Plot No. 281, Sector III, Kolkata. It documents architect, structural engineer, geotechnical engineer, and owner certification areas, general building-material notes, designer details, drawing scale, sheet size, and drawing number."
}

p01_r01 proposed parking g 2 storied residential building at block gd

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r01_proposed_parking_g_2_storied_residential_building_at_block_gd

Title Block1 measurement · 8 notes · 29 labels

This crop shows a title block and certification/notes panel for a proposed parking plus G+2 storied residential building at Block GD, Plot No. 281, Sector III, Kolkata. It documents architect, structural engineer, geotechnical engineer, and owner certification areas, general building-material notes, designer details, drawing scale, sheet size, and drawing number.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValue
SCALE1:100, 1:25

Labels

GD - 281PROPOSED PARKING +G+2 STORIED RESIDENTIAL BUILDING AT BLOCK - GD,PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.CERTIFICATE OF ARCHITECT & ENGINEERS:SIGNATURE OF ARCHITECTSIGNATURE OF STRUCTURAL ENGINEERMR. RUPAK KUMAR BANERJEE,STRUCTURAL ENGINEER [ SE / 1/144. K. M. C. ].SIGNATURE OF GEOTECHNICAL ENGINEERMR. RUPAK KUMAR BANERJEE,GEOTECHNICAL ENGINEER [ GT / 1/3. K. M. C. ].CERTIFICATE OF OWNERSIGNATURE OF OWNER (S)GENERAL NOTESSPECIFICATION OF BUILDING MATERIALS :NOTES :DESIGNED BY :M K PAUL & ASSOCIATES1st Floor, Mayur Kunja, 186, Ramkrishna Garh, Italgacha, Kolkata-700079Ph. No. - 9007308136,E-mail ID. - paul.mk@mkpa.inARCHITECT:UTTAM KUMAR PAULCA/89/12600SCALE : 1:100, 1:25SHEET SIZE: A0SHEET NO.: 01DRG. NO - MKPA/TECHNO/BUILDING/2025/JOB - 020N

Notes

  • CERTIFIED THAT THE PLAN HAS BEEN DESIGNED AND DRAWN UP STRICTLY ACCORDING TO THE PROVISIONS OF THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007.
  • CERTIFIED THAT I HAVE GONE THROUGH THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007, AND ALSO UNDERTAKE TO ABIDE BY THOSE RULES DURING AND AFTER THE CONSTRUCTION OF THE BUILDING.
  • 1. ALL DIMENSIONS ARE IN MILLIMETER & LEVEL ARE IN METER UNLESS OTHERWISE STATED.
  • 2. ALL R.C.C. MEMBERS ARE IN M-25 GRADE OF CONCRETE.
  • 3. USE FE-500 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-pro · 14383 tokens · 21.5s

crop · 2704 × 1685

p01_r02 gd 281

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r02_gd_281
Original
p01_r02 gd 281
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "GD - 281",
    "PROPOSED PARKING +G+2 STORIED RESIDENTIAL",
    "BUILDING AT BLOCK - GD,",
    "PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.",
    "Sheet Size: A0L",
    "15",
    "16",
    "A",
    "B"
  ],
  "description": "This crop shows a title-block area and drawing border/grid references. It identifies a proposed parking plus G+2 storied residential building at Block GD, Plot No. 281, Sector III, Kolkata 700106; no constructional details are shown."
}

p01_r02 gd 281

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r02_gd_281

Title Block9 labels

This crop shows a title-block area and drawing border/grid references. It identifies a proposed parking plus G+2 storied residential building at Block GD, Plot No. 281, Sector III, Kolkata 700106; no constructional details are shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

GD - 281PROPOSED PARKING +G+2 STORIED RESIDENTIALBUILDING AT BLOCK - GD,PLOT NO. - 281, SECTOR - III, KOLKATA - 700106.Sheet Size: A0L1516AB

openai/gpt-5.6-terra-pro · 15491 tokens · 8.5s

crop · 4356 × 1325

p01_r03 typical longitudinal reinforcement section through slab

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r03_typical_longitudinal_reinforcement_section_through_slab
Original
p01_r03 typical longitudinal reinforcement section through slab
{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular longitudinal section",
      "material": "",
      "count": 1,
      "note": "Typical long section; slab continues beyond both crop edges."
    },
    {
      "name": "supporting beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three beam sections are visible below the slab."
    },
    {
      "name": "distribution bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "top alternate bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "top bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "bottom bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bar length",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "distribution bar"
    },
    {
      "label": "bar length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "distribution bar"
    },
    {
      "label": "bar length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "bottom bar"
    },
    {
      "label": "bar length",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "top alternate bar"
    },
    {
      "label": "bar length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "top bar"
    },
    {
      "label": "bar length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "bottom bar"
    },
    {
      "label": "span length",
      "value": "L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bar length",
      "value": "0.3L2",
      "unit": "",
      "appliesTo": "top alternate bar"
    },
    {
      "label": "bar length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "top bar"
    },
    {
      "label": "bar length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "bottom bar"
    },
    {
      "label": "bar length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "top bar"
    },
    {
      "label": "bar length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "bottom bar"
    }
  ],
  "notes": [
    "DISTRIBUTION BAR",
    "TOP ALTERNATE BAR",
    "TOP BAR",
    "BOT. BAR"
  ],
  "labels": [
    "TYPICAL LONG SECTION OF SLAB",
    "SCALE - N.T.S."
  ],
  "description": "This crop shows a typical longitudinal section through a slab spanning over rectangular supporting beams. It documents the relative extension lengths of distribution, top alternate, top, and bottom reinforcing bars using proportions of spans L1 and L2."
}

p01_r03 typical longitudinal reinforcement section through slab

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r03_typical_longitudinal_reinforcement_section_through_slab

Section6 objects · 13 measurements · 4 notes · 2 labels

This crop shows a typical longitudinal section through a slab spanning over rectangular supporting beams. It documents the relative extension lengths of distribution, top alternate, top, and bottom reinforcing bars using proportions of spans L1 and L2.

Objects · 6

ObjectNo.ShapeNote
slab1rectangular longitudinal sectionTypical long section; slab continues beyond both crop edges.
supporting beam3rectangularThree beam sections are visible below the slab.
distribution barlinear reinforcing bar
top alternate barlinear reinforcing bar
top barlinear reinforcing bar
bottom barlinear reinforcing bar

Measurements · 13

MeasurementValueApplies to
span lengthL1slab
bar length0.3L1distribution bar
bar length0.15L1distribution bar
bar length0.25L1bottom bar
bar length0.3L1top alternate bar
bar length0.15L1top bar
bar length0.25L1bottom bar
span lengthL2slab
bar length0.3L2top alternate bar
bar length0.15L2top bar
bar length0.25L2bottom bar
bar length0.1L2top bar
bar length0.15L2bottom bar

Labels

TYPICAL LONG SECTION OF SLABSCALE - N.T.S.

Notes

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

openai/gpt-5.6-terra-pro · 17555 tokens · 30.9s

crop · 4778 × 2505

p01_r04 typical beam bar arrangement and bend details

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r04_typical_beam_bar_arrangement_and_bend_details
Original
p01_r04 typical beam bar arrangement and bend details
{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular longitudinal elevation",
      "material": "",
      "count": 1,
      "note": "Typical beam reinforcement detail; beam extends across two labeled lengths, L1 and L2."
    },
    {
      "name": "beam reinforcement",
      "tag": "(F)",
      "shape": "longitudinal bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Bar mark shown at two locations."
    },
    {
      "name": "beam reinforcement",
      "tag": "(T)",
      "shape": "longitudinal bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Bar mark shown at several locations."
    },
    {
      "name": "beam reinforcement",
      "tag": "(E)",
      "shape": "longitudinal bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Bar mark shown at two locations."
    },
    {
      "name": "beam reinforcement",
      "tag": "(DL)",
      "shape": "longitudinal bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Bottom bar mark."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "repeated rectangular links",
      "material": "steel reinforcement",
      "count": null,
      "note": "Closely spaced vertical links are drawn along the beam."
    },
    {
      "name": "brick wall",
      "tag": "",
      "shape": "vertical rectangular wall",
      "material": "brick",
      "count": 2,
      "note": "Two wall fragments are shown in the lower detail."
    },
    {
      "name": "vertical reinforcement bars",
      "tag": "1 – Y16",
      "shape": "straight vertical bars",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Shown in the partial pile-related detail at lower right."
    },
    {
      "name": "reinforcement cage",
      "tag": "",
      "shape": "rectangular",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Partial cages are visible below the two brick wall fragments."
    }
  ],
  "measurements": [
    {
      "label": "beam end length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam end length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "cantilever / support length criterion",
      "value": "CL1 + 300mm OR 0.25 L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "maximum spacing",
      "value": "50 (MAX)",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam end length",
      "value": "0.1L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "development length",
      "value": "Ld + 10 db",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "development length",
      "value": "Ld + 10 db",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam length",
      "value": "CL1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam segment",
      "value": "ST1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "L1",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "beam length",
      "value": "L2",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "brick wall detail"
    },
    {
      "label": "vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "reinforcement cage"
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "brick wall detail"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "pile-related detail"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile-related detail"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile-related detail"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile-related detail"
    },
    {
      "label": "E.G.L. elevation",
      "value": "EL (±) 0.000",
      "unit": "M",
      "appliesTo": ""
    },
    {
      "label": "top of pile cap elevation",
      "value": "EL (-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile elevation",
      "value": "EL (-) 1.500",
      "unit": "M",
      "appliesTo": "pile"
    }
  ],
  "notes": [
    "(WHICH EVER IS HIGHER)",
    "2–Y16(ALTh.)",
    "Y8@150 C/C",
    "4–Y16(ALTh.)",
    "1 – Y16"
  ],
  "labels": [
    "CANTILEVER",
    "TYPICAL REINFORCEMENT DETAILS OF BEAM",
    "SCALE - N.T.S.",
    "P.L.",
    "G.L.",
    "E.G.L",
    "TOP OF PILE CAP",
    "TOP OF PILE",
    "CUT OFF LVL."
  ],
  "description": "The upper portion is a typical longitudinal reinforcement detail for a beam, showing cantilever/end reinforcement, bar marks, development lengths, and beam segments identified as CL1, ST1, ST2, L1, and L2. The lower portion is a partial foundation-related detail showing two brick wall fragments with reinforcement below them and a separate pile-related elevation with pile-cap, pile-top, and cut-off-level annotations."
}

p01_r04 typical beam bar arrangement and bend details

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r04_typical_beam_bar_arrangement_and_bend_details

Detail9 objects · 32 measurements · 5 notes · 9 labels

The upper portion is a typical longitudinal reinforcement detail for a beam, showing cantilever/end reinforcement, bar marks, development lengths, and beam segments identified as CL1, ST1, ST2, L1, and L2. The lower portion is a partial foundation-related detail showing two brick wall fragments with reinforcement below them and a separate pile-related elevation with pile-cap, pile-top, and cut-off-level annotations.

Objects · 9

MarkObjectNo.ShapeMaterialNote
beam1rectangular longitudinal elevationTypical beam reinforcement detail; beam extends across two labeled lengths, L1 and L2.
(F)beam reinforcementlongitudinal barsteel reinforcementBar mark shown at two locations.
(T)beam reinforcementlongitudinal barsteel reinforcementBar mark shown at several locations.
(E)beam reinforcementlongitudinal barsteel reinforcementBar mark shown at two locations.
(DL)beam reinforcementlongitudinal barsteel reinforcementBottom bar mark.
beam stirrupsrepeated rectangular linkssteel reinforcementClosely spaced vertical links are drawn along the beam.
brick wall2vertical rectangular wallbrickTwo wall fragments are shown in the lower detail.
1 – Y16vertical reinforcement bars2straight vertical barssteel reinforcementShown in the partial pile-related detail at lower right.
reinforcement cage2rectangularsteel reinforcementPartial cages are visible below the two brick wall fragments.

Measurements · 32

MeasurementValueUnitApplies to
beam end length0.1L2beam
beam end length0.15L2beam
cantilever / support length criterionCL1 + 300mm OR 0.25 L1beam
maximum spacing50 (MAX)beam reinforcement
beam length0.25L1beam
beam length0.25L2beam
beam length0.25L2beam
beam length0.15L1beam
beam length0.15L1beam
beam length0.15L2beam
beam end length0.1L2beam
development lengthLd + 10 dbbeam reinforcement
development lengthLd + 10 dbbeam reinforcement
beam lengthCL1beam
beam segmentST1beam
beam segmentST2beam
beam segmentST1beam
beam segmentST1beam
beam segmentST2beam
beam segmentST1beam
beam lengthL1beam
beam lengthL2beam
vertical dimension600brick wall detail
vertical dimension450reinforcement cage
vertical dimension1600brick wall detail
vertical dimension600pile-related detail
vertical dimension1000pile-related detail
vertical dimension800pile-related detail
vertical dimension1500pile-related detail
E.G.L. elevationEL (±) 0.000M
top of pile cap elevationEL (-) 0.600Mpile cap
top of pile elevationEL (-) 1.500Mpile

Labels

CANTILEVERTYPICAL REINFORCEMENT DETAILS OF BEAMSCALE - N.T.S.P.L.G.L.E.G.LTOP OF PILE CAPTOP OF PILECUT OFF LVL.

Notes

  • (WHICH EVER IS HIGHER)
  • 2–Y16(ALTh.)
  • Y8@150 C/C
  • 4–Y16(ALTh.)
  • 1 – Y16

openai/gpt-5.6-terra-pro · 28857 tokens · 52.6s

crop · 2027 × 11538

p01_r05 tall vertical rebar detail of a single pile

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r05_tall_vertical_rebar_detail_of_a_single_pile
Original
p01_r05 tall vertical rebar detail of a single pile
{
  "view": "Title Block",
  "objects": [
    {
      "name": "Rough pile reinforcement detail",
      "tag": "",
      "shape": "vertical rectangular elevation",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only a partial pile detail is visible at the left edge; title reads partial \"ROUGH PILE\"."
    },
    {
      "name": "Longitudinal reinforcement bars",
      "tag": "6-Y16",
      "shape": "linear",
      "material": "reinforcement steel",
      "count": null,
      "note": "Callout repeats at several locations along the visible pile detail."
    },
    {
      "name": "Stiffener reinforcement",
      "tag": "Y16@1500 C/C",
      "shape": "linear",
      "material": "reinforcement steel",
      "count": null,
      "note": "Label printed \"STIFFNER\" in the crop."
    },
    {
      "name": "Transverse reinforcement",
      "tag": "Y8@150 C/C",
      "shape": "linear",
      "material": "reinforcement steel",
      "count": null,
      "note": "Shown near the lower visible portion of the pile detail."
    },
    {
      "name": "Cover block",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Callout reads \"COVER BLOCK @900 C/C\"."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "1500",
      "unit": "C/C",
      "appliesTo": "Y16 stiffener"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "rough pile detail"
    },
    {
      "label": "vertical dimension",
      "value": "7000",
      "unit": "(NOT TO SCALE)",
      "appliesTo": "rough pile detail"
    },
    {
      "label": "vertical dimension",
      "value": "18000",
      "unit": "(NOT TO SCALE)",
      "appliesTo": "rough pile detail"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "(NOT TO SCALE)",
      "appliesTo": "rough pile detail"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y8 transverse reinforcement"
    },
    {
      "label": "cover block spacing",
      "value": "900",
      "unit": "C/C",
      "appliesTo": "cover block"
    },
    {
      "label": "plan dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan dimension",
      "value": "2315",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan dimension",
      "value": "1520",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan dimension",
      "value": "2225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plan dimension",
      "value": "1272",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "1:100, 1:25",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "sheet size",
      "value": "A0",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "CERTIFIED THAT THE PLAN HAS B... ACCORDING TO THE PROVISION... (BUILDING) RULES, 2007.",
    "CERTIFIED THAT I HAVE GONE THR... (BUILDING) RULES, 2007, AND ALSO... DURING AND AFTER THE CONSTRU...",
    "1. ALL DIMENSIONS ARE IN MILIME... OTHERWISE STATED.",
    "2. ALL R.C.C. MEMBERS ARE IN M-2...",
    "3. USE Fe-550 GRADE OF STEEL CO...",
    "4. WRITTEN DIMENSIONS SHOULD...",
    "5. ALL FLOORS ARE WATER TIGHT.",
    "6. ALL OTHERS WORKS AS PER I.S."
  ],
  "labels": [
    "PROPOSED PARKING",
    "BUILDING",
    "PLOT NO. - 281, SEC...",
    "CERTIFICATE OF ARCHITECT & EN...",
    "CERTIFICATE OF OWNER",
    "SPECIFICATION OF BUILDING MATE...",
    "NOTES :",
    "CUT OFF LVL.",
    "A",
    "N",
    "FB3",
    "S4",
    "S3",
    "S1",
    "DESIGNED BY :",
    "M K PAUL",
    "1st Floor, Mayur Kunj, 186, Ra...",
    "Ph. No. - 9007308136,",
    "ARCHITECT:",
    "UTTAM KUMAR PA...",
    "CA/89/12600",
    "SCALE : 1:100, 1:25",
    "SHEET SIZE: A0",
    "DRG. NO.- MKPA/TECHNO/BUILDING...",
    "SIGNATURE OF STRUCTURAL ENG...",
    "MR. RUPAK KUMAR BANERJEE",
    "STRUCTURAL ENGINEER (ESE/1/144 ."
  ],
  "description": "This crop is primarily the right-hand title-block and certification/notes area of a building drawing. At the left edge it also shows a partial reinforced-concrete rough pile reinforcement elevation and a small, incomplete portion of a foundation/structural plan."
}

p01_r05 tall vertical rebar detail of a single pile

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r05_tall_vertical_rebar_detail_of_a_single_pile

Title Block5 objects · 17 measurements · 8 notes · 27 labels

This crop is primarily the right-hand title-block and certification/notes area of a building drawing. At the left edge it also shows a partial reinforced-concrete rough pile reinforcement elevation and a small, incomplete portion of a foundation/structural plan.

Objects · 5

MarkObjectNo.ShapeMaterialNote
Rough pile reinforcement detail1vertical rectangular elevationreinforced concreteOnly a partial pile detail is visible at the left edge; title reads partial "ROUGH PILE".
6-Y16Longitudinal reinforcement barslinearreinforcement steelCallout repeats at several locations along the visible pile detail.
Y16@1500 C/CStiffener reinforcementlinearreinforcement steelLabel printed "STIFFNER" in the crop.
Y8@150 C/CTransverse reinforcementlinearreinforcement steelShown near the lower visible portion of the pile detail.
Cover blockrectangularCallout reads "COVER BLOCK @900 C/C".

Measurements · 17

MeasurementValueUnitApplies to
reinforcement spacing1500C/CY16 stiffener
vertical dimension1500rough pile detail
vertical dimension7000(NOT TO SCALE)rough pile detail
vertical dimension18000(NOT TO SCALE)rough pile detail
vertical dimension1000(NOT TO SCALE)rough pile detail
reinforcement spacing150C/CY8 transverse reinforcement
cover block spacing900C/Ccover block
plan dimension1625
plan dimension2315
plan dimension1520
plan dimension2225
plan dimension1400
plan dimension4123
plan dimension2057
plan dimension1272
scale1:100, 1:25
sheet sizeA0

Labels

PROPOSED PARKINGBUILDINGPLOT NO. - 281, SEC...CERTIFICATE OF ARCHITECT & EN...CERTIFICATE OF OWNERSPECIFICATION OF BUILDING MATE...NOTES :CUT OFF LVL.ANFB3S4S3S1DESIGNED BY :M K PAUL1st Floor, Mayur Kunj, 186, Ra...Ph. No. - 9007308136,ARCHITECT:UTTAM KUMAR PA...CA/89/12600SCALE : 1:100, 1:25SHEET SIZE: A0DRG. NO.- MKPA/TECHNO/BUILDING...SIGNATURE OF STRUCTURAL ENG...MR. RUPAK KUMAR BANERJEESTRUCTURAL ENGINEER (ESE/1/144 .

Notes

  • CERTIFIED THAT THE PLAN HAS B... ACCORDING TO THE PROVISION... (BUILDING) RULES, 2007.
  • CERTIFIED THAT I HAVE GONE THR... (BUILDING) RULES, 2007, AND ALSO... DURING AND AFTER THE CONSTRU...
  • 1. ALL DIMENSIONS ARE IN MILIME... OTHERWISE STATED.
  • 2. ALL R.C.C. MEMBERS ARE IN M-2...
  • 3. USE Fe-550 GRADE OF STEEL CO...
  • 4. WRITTEN DIMENSIONS SHOULD...
  • 5. ALL FLOORS ARE WATER TIGHT.
  • 6. ALL OTHERS WORKS AS PER I.S.

openai/gpt-5.6-terra-pro · 20286 tokens · 46.4s

crop · 4252 × 4573

p01_r06 reinforcement schedule table for rcc columns

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r06_reinforcement_schedule_table_for_rcc_columns
Original
p01_r06 reinforcement schedule table for rcc columns
{
  "view": "Schedule",
  "objects": [
    {
      "name": "reinforced concrete column",
      "tag": "C1,C4,C8,C9,C13,C20",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Column size shown as 300 X 500; longitudinal reinforcement differs between lower and upper storey ranges."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 12,
      "note": "Column size shown as 300 X 500; longitudinal reinforcement differs between lower and upper storey ranges."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C10,C14,C17",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Column size shown as 300 X 500."
    },
    {
      "name": "reinforced concrete column",
      "tag": "C5,C6",
      "shape": "square",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Column size shown as 250 X 250."
    },
    {
      "name": "column ties",
      "tag": "",
      "shape": "closed rectangular tie",
      "material": "",
      "count": null,
      "note": "Y8 ties/links shown in column schedule."
    },
    {
      "name": "tie beam",
      "tag": "TB1, TB2, TB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Three beam schedule marks are visible."
    },
    {
      "name": "floor beam",
      "tag": "FB1, FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only two floor-beam schedule rows are visible; crop cuts off the schedule below FB2."
    },
    {
      "name": "stirrup",
      "tag": "",
      "shape": "closed rectangular with hooked end",
      "material": "",
      "count": null,
      "note": "Stirrup detail shown."
    },
    {
      "name": "beam-column junction reinforcement",
      "tag": "",
      "shape": "vertical column with intersecting horizontal beams",
      "material": "",
      "count": null,
      "note": "Typical ductile beam-column junction detail shown."
    },
    {
      "name": "beam anchorage reinforcement",
      "tag": "",
      "shape": "bent reinforcing bar",
      "material": "",
      "count": null,
      "note": "External-joint anchorage detail is partially visible."
    }
  ],
  "measurements": [
    {
      "label": "Schedule scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SCHEDULE OF COLUMNS"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column longitudinal reinforcement, foundation to 1st floor",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Near-junction ties",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Rest-portion ties",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C1,C4,C8,C9,C13,C20"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column longitudinal reinforcement, foundation to 1st floor",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Near-junction ties",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Rest-portion ties",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21"
    },
    {
      "label": "Column size B X D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column longitudinal reinforcement, foundation to 1st floor",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column section dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column section dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Near-junction ties",
      "value": "1-LINK 2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Rest-portion ties",
      "value": "1-LINK 2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C10,C14,C17"
    },
    {
      "label": "Column size B X D",
      "value": "250 X 250",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column longitudinal reinforcement, foundation to 1st floor",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column longitudinal reinforcement, 2nd floor to above roof",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Column section dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Near-junction ties",
      "value": "1-TIE Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Rest-portion ties",
      "value": "1-TIE Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C5,C6"
    },
    {
      "label": "Stirrup hook length",
      "value": "100 (≥75mm)",
      "unit": "",
      "appliesTo": "STIRRUP DETAIL"
    },
    {
      "label": "Anchorage length",
      "value": "Ld + 10db",
      "unit": "",
      "appliesTo": "ANCHORAGE OF BEAM IN AN EXTERNAL JOINT"
    },
    {
      "label": "Junction confinement length",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Link spacing",
      "value": "8Φ LINK @120 c/c",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Link spacing",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Typical anchorage length",
      "value": "Ld+10db (TYP)",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Effective column length",
      "value": "LENGTH (L)",
      "unit": "",
      "appliesTo": "beam-column junction detail"
    },
    {
      "label": "Tie beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam size D",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam size D",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam size D",
      "value": "400",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +1-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "Floor beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam size D",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam size B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Floor beam size D",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    }
  ],
  "notes": [
    "(d = DIA OF STIRRUP BAR)",
    "BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION"
  ],
  "labels": [
    "SCHEDULE OF COLUMNS (SCALE - 1:25)",
    "COLUMN MARKED",
    "COLUMN NOS.",
    "COLUMN SIZE",
    "FOUNDATION TO 1ST FLOOR",
    "2ND FLOOR TO ABOVE ROOF",
    "STIRRUP ARRANGEMENT & SPACING",
    "NEAR JUNCTION",
    "REST PORTION",
    "STIRRUP DETAIL",
    "ANCHORAGE OF BEAM IN AN EXTERNAL JOI…",
    "END BEAM COLUMN JUNCTION",
    "BEAM STIRRUPS",
    "EFFECTIVE LENGTH OF COLUMN (L)",
    "FOR CONTINUOUS BEAM COLUMN JUNCTION",
    "SCHEDULE OF TIE BEAMS",
    "BEAM MKD.",
    "SIZE (MM)",
    "REINFORCEMENT",
    "SUPPORT",
    "SPAN",
    "TOP",
    "BOTTOM",
    "STIRRUP",
    "SCHEDULE OF FLOOR BEAMS",
    "TYPICAL DUCTILE DETAIL OF BEAM COLUMN JUNCTION"
  ],
  "description": "This crop primarily shows a schedule of reinforced-concrete columns, with column marks, quantities, section sizes, longitudinal reinforcement, and tie arrangements. It also includes schedules for tie beams and floor beams, plus a stirrup detail, a partially visible beam anchorage detail, and a typical ductile beam-column junction reinforcement detail."
}

p01_r06 reinforcement schedule table for rcc columns

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r06_reinforcement_schedule_table_for_rcc_columns

Schedule10 objects · 70 measurements · 2 notes · 26 labels

This crop primarily shows a schedule of reinforced-concrete columns, with column marks, quantities, section sizes, longitudinal reinforcement, and tie arrangements. It also includes schedules for tie beams and floor beams, plus a stirrup detail, a partially visible beam anchorage detail, and a typical ductile beam-column junction reinforcement detail.

Objects · 10

MarkObjectNo.ShapeMaterialNote
C1,C4,C8,C9,C13,C20reinforced concrete column6rectangularreinforced concreteColumn size shown as 300 X 500; longitudinal reinforcement differs between lower and upper storey ranges.
C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21reinforced concrete column12rectangularreinforced concreteColumn size shown as 300 X 500; longitudinal reinforcement differs between lower and upper storey ranges.
C10,C14,C17reinforced concrete column3rectangularreinforced concreteColumn size shown as 300 X 500.
C5,C6reinforced concrete column2squarereinforced concreteColumn size shown as 250 X 250.
column tiesclosed rectangular tieY8 ties/links shown in column schedule.
TB1, TB2, TB3tie beamrectangularThree beam schedule marks are visible.
FB1, FB2floor beamrectangularOnly two floor-beam schedule rows are visible; crop cuts off the schedule below FB2.
stirrupclosed rectangular with hooked endStirrup detail shown.
beam-column junction reinforcementvertical column with intersecting horizontal beamsTypical ductile beam-column junction detail shown.
beam anchorage reinforcementbent reinforcing barExternal-joint anchorage detail is partially visible.

Measurements · 70

MeasurementValueUnitApplies to
Schedule scale1:25SCHEDULE OF COLUMNS
Column size B X D300 X 500C1,C4,C8,C9,C13,C20
Column longitudinal reinforcement, foundation to 1st floor4-Y20 +4-Y16C1,C4,C8,C9,C13,C20
Column longitudinal reinforcement, 2nd floor to above roof4-Y20 +4-Y16C1,C4,C8,C9,C13,C20
Column section dimension500C1,C4,C8,C9,C13,C20
Column section dimension300C1,C4,C8,C9,C13,C20
Near-junction ties2-TIES Y8 @100 C/CC1,C4,C8,C9,C13,C20
Rest-portion ties2-TIES Y8 @200 C/CC1,C4,C8,C9,C13,C20
Column size B X D300 X 500C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column longitudinal reinforcement, foundation to 1st floor8-Y20C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column longitudinal reinforcement, 2nd floor to above roof8-Y20C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column section dimension500C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column section dimension300C2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Near-junction ties2-TIES Y8 @100 C/CC2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Rest-portion ties2-TIES Y8 @200 C/CC2,C3,C7,C9,C10,C11,C12,C15,C16,C18,C19,C21
Column size B X D300 X 500C10,C14,C17
Column longitudinal reinforcement, foundation to 1st floor10-Y20C10,C14,C17
Column longitudinal reinforcement, 2nd floor to above roof10-Y20C10,C14,C17
Column section dimension500C10,C14,C17
Column section dimension300C10,C14,C17
Near-junction ties1-LINK 2-TIES Y8 @100 C/CC10,C14,C17
Rest-portion ties1-LINK 2-TIES Y8 @200 C/CC10,C14,C17
Column size B X D250 X 250C5,C6
Column longitudinal reinforcement, foundation to 1st floor4-Y16C5,C6
Column longitudinal reinforcement, 2nd floor to above roof4-Y16C5,C6
Column section dimension250C5,C6
Near-junction ties1-TIE Y8 @100 C/CC5,C6
Rest-portion ties1-TIE Y8 @200 C/CC5,C6
Stirrup hook length100 (≥75mm)STIRRUP DETAIL
Anchorage lengthLd + 10dbANCHORAGE OF BEAM IN AN EXTERNAL JOINT
Junction confinement length750 (10)beam-column junction detail
Link spacing8Φ LINK @120 c/cbeam-column junction detail
Link spacing8Φ LINK @150 C/Cbeam-column junction detail
Typical anchorage lengthLd+10db (TYP)beam-column junction detail
Effective column lengthLENGTH (L)beam-column junction detail
Tie beam size B250MMTB1
Tie beam size D400MMTB1
Support top reinforcement2-Y16TB1
Support bottom reinforcement2-Y16TB1
Span top reinforcement2-Y16TB1
Span bottom reinforcement2-Y16TB1
Stirrup2L-Y8 @ 150 C/CTB1
Tie beam size B250MMTB2
Tie beam size D400MMTB2
Support top reinforcement2-Y16 +2-Y16TB2
Support bottom reinforcement2-Y16TB2
Span top reinforcement2-Y16TB2
Span bottom reinforcement2-Y16 +2-Y16TB2
Stirrup2L-Y8 @ 150 C/CTB2
Tie beam size B250MMTB3
Tie beam size D400MMTB3
Support top reinforcement2-Y16TB3
Support bottom reinforcement2-Y16TB3
Span top reinforcement2-Y16TB3
Span bottom reinforcement2-Y16 +1-Y16TB3
Stirrup2L-Y8 @ 150 C/CTB3
Floor beam size B250MMFB1
Floor beam size D450MMFB1
Support top reinforcement2-Y16FB1
Support bottom reinforcement2-Y16FB1
Span top reinforcement2-Y16FB1
Span bottom reinforcement2-Y16FB1
Stirrup2L-Y8 @ 150 C/CFB1
Floor beam size B250MMFB2
Floor beam size D450MMFB2
Support top reinforcement2-Y16 +2-Y16FB2
Support bottom reinforcement2-Y16FB2
Span top reinforcement2-Y16FB2
Span bottom reinforcement2-Y16 +2-Y16FB2
Stirrup2L-Y8 @ 150 C/CFB2

Labels

SCHEDULE OF COLUMNS (SCALE - 1:25)COLUMN MARKEDCOLUMN NOS.COLUMN SIZEFOUNDATION TO 1ST FLOOR2ND FLOOR TO ABOVE ROOFSTIRRUP ARRANGEMENT & SPACINGNEAR JUNCTIONREST PORTIONSTIRRUP DETAILANCHORAGE OF BEAM IN AN EXTERNAL JOI…END BEAM COLUMN JUNCTIONBEAM STIRRUPSEFFECTIVE LENGTH OF COLUMN (L)FOR CONTINUOUS BEAM COLUMN JUNCTIONSCHEDULE OF TIE BEAMSBEAM MKD.SIZE (MM)REINFORCEMENTSUPPORTSPANTOPBOTTOMSTIRRUPSCHEDULE OF FLOOR BEAMSTYPICAL DUCTILE DETAIL OF BEAM COLUMN JUNCTION

Notes

  • (d = DIA OF STIRRUP BAR)
  • BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION

openai/gpt-5.6-terra-pro · 37662 tokens · 35.6s

crop · 1785 × 3097

p01_r07 bar anchorage length detail at external beam column joint

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r07_bar_anchorage_length_detail_at_external_beam_column_joint
Original
p01_r07 bar anchorage length detail at external beam column joint
{
  "view": "Detail",
  "objects": [
    {
      "name": "T-shaped beam/slab reinforcement detail",
      "tag": "",
      "shape": "T-shaped",
      "material": "",
      "count": 1,
      "note": "Partial detail at top of crop; red reinforcement bars are shown."
    },
    {
      "name": "distribution bar",
      "tag": "",
      "shape": "linear reinforcing bar",
      "material": "",
      "count": null,
      "note": "Callout points to top reinforcement in the partial T-shaped detail."
    },
    {
      "name": "TB1 beam reinforcement section",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible."
    },
    {
      "name": "TB2 beam reinforcement section",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible."
    },
    {
      "name": "TB3 beam reinforcement section",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible."
    },
    {
      "name": "longitudinal reinforcing bar",
      "tag": "Y16",
      "shape": "circular bar section",
      "material": "",
      "count": null,
      "note": "Shown as alternating bars and, in some TB2/TB3 sections, as extra top or bottom bars."
    },
    {
      "name": "stirrup reinforcement",
      "tag": "Y8",
      "shape": "rectangular closed link",
      "material": "",
      "count": null,
      "note": "Specified at 150 C/C in the fully visible TB1, TB2, and TB3 sections."
    }
  ],
  "measurements": [
    {
      "label": "top reinforcement development dimension",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "partial T-shaped beam/slab reinforcement detail"
    },
    {
      "label": "top reinforcement development dimension",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "partial T-shaped beam/slab reinforcement detail"
    },
    {
      "label": "bottom reinforcement development dimension",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "partial T-shaped beam/slab reinforcement detail"
    },
    {
      "label": "TB1 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "TB1 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "TB1 right support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "TB1"
    },
    {
      "label": "TB1 longitudinal reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "TB1 SUPPORT and SPAN sections"
    },
    {
      "label": "TB1 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB1 SUPPORT and SPAN sections"
    },
    {
      "label": "TB2 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "TB2 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB2 left SUPPORT and SPAN sections"
    },
    {
      "label": "TB2 right support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "TB2"
    },
    {
      "label": "TB2 longitudinal reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "TB2 SUPPORT and SPAN sections"
    },
    {
      "label": "TB2 extra top reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "TB2 left SUPPORT section"
    },
    {
      "label": "TB2 extra bottom reinforcement",
      "value": "+2-Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "TB2 SPAN section"
    },
    {
      "label": "TB2 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB2 left SUPPORT and SPAN sections"
    },
    {
      "label": "TB3 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3 left SUPPORT and SPAN sections"
    },
    {
      "label": "TB3 right support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 longitudinal reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "TB3 SUPPORT and SPAN sections"
    },
    {
      "label": "TB3 extra top reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "TB3 left SUPPORT section"
    },
    {
      "label": "TB3 extra bottom reinforcement",
      "value": "+1-Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "TB3 SPAN section"
    },
    {
      "label": "TB3 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB3 left SUPPORT and SPAN sections"
    },
    {
      "label": "detail scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB1, DETAIL OF TB2, and DETAIL OF TB3"
    }
  ],
  "notes": [],
  "labels": [
    "DISTRIBUTION BAR",
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB1",
    "SCALE = 1 : 25",
    "DETAIL OF TB2",
    "DETAIL OF TB3",
    "M BAR",
    "T(IN ROOF)",
    "= DIA. OF BAR)",
    "L1",
    "2-Y1",
    "Y8@1"
  ],
  "description": "This crop shows a partial T-shaped beam/slab reinforcement detail at the top, including distribution-bar and development-length callouts. The principal content is rectangular reinforcement cross-section details for TB1, TB2, and TB3 at support and span locations, with Y16 longitudinal bars and Y8 closed links; the right-hand support detail callouts are cropped and only partly legible."
}

p01_r07 bar anchorage length detail at external beam column joint

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r07_bar_anchorage_length_detail_at_external_beam_column_joint

Detail7 objects · 23 measurements · 13 labels

This crop shows a partial T-shaped beam/slab reinforcement detail at the top, including distribution-bar and development-length callouts. The principal content is rectangular reinforcement cross-section details for TB1, TB2, and TB3 at support and span locations, with Y16 longitudinal bars and Y8 closed links; the right-hand support detail callouts are cropped and only partly legible.

Objects · 7

MarkObjectNo.ShapeNote
T-shaped beam/slab reinforcement detail1T-shapedPartial detail at top of crop; red reinforcement bars are shown.
distribution barlinear reinforcing barCallout points to top reinforcement in the partial T-shaped detail.
TB1TB1 beam reinforcement section3rectangularOne SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible.
TB2TB2 beam reinforcement section3rectangularOne SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible.
TB3TB3 beam reinforcement section3rectangularOne SUPPORT section, one SPAN section, and one partially cropped SUPPORT section are visible.
Y16longitudinal reinforcing barcircular bar sectionShown as alternating bars and, in some TB2/TB3 sections, as extra top or bottom bars.
Y8stirrup reinforcementrectangular closed linkSpecified at 150 C/C in the fully visible TB1, TB2, and TB3 sections.

Measurements · 23

MeasurementValueApplies to
top reinforcement development dimension0.3L1partial T-shaped beam/slab reinforcement detail
top reinforcement development dimension0.15L1partial T-shaped beam/slab reinforcement detail
bottom reinforcement development dimension0.25L1partial T-shaped beam/slab reinforcement detail
TB1 section width250TB1
TB1 section depth400TB1
TB1 right support section depth450TB1
TB1 longitudinal reinforcement2-Y16(ALTH.)TB1 SUPPORT and SPAN sections
TB1 stirrup reinforcementY8@150 C/CTB1 SUPPORT and SPAN sections
TB2 section width250TB2
TB2 section depth400TB2 left SUPPORT and SPAN sections
TB2 right support section depth450TB2
TB2 longitudinal reinforcement2-Y16(ALTH.)TB2 SUPPORT and SPAN sections
TB2 extra top reinforcement+2-Y16(EX.TOP)TB2 left SUPPORT section
TB2 extra bottom reinforcement+2-Y16(EX.BOT.)TB2 SPAN section
TB2 stirrup reinforcementY8@150 C/CTB2 left SUPPORT and SPAN sections
TB3 section width250TB3
TB3 section depth400TB3 left SUPPORT and SPAN sections
TB3 right support section depth450TB3
TB3 longitudinal reinforcement2-Y16(ALTH.)TB3 SUPPORT and SPAN sections
TB3 extra top reinforcement+2-Y16(EX.TOP)TB3 left SUPPORT section
TB3 extra bottom reinforcement+1-Y16(EX.BOT.)TB3 SPAN section
TB3 stirrup reinforcementY8@150 C/CTB3 left SUPPORT and SPAN sections
detail scale1 : 25DETAIL OF TB1, DETAIL OF TB2, and DETAIL OF TB3

Labels

DISTRIBUTION BARSUPPORTSPANDETAIL OF TB1SCALE = 1 : 25DETAIL OF TB2DETAIL OF TB3M BART(IN ROOF)= DIA. OF BAR)L12-Y1Y8@1

openai/gpt-5.6-terra-pro · 28091 tokens · 59.0s

crop · 1656 × 3022

p01_r08 bar anchorage detail at roof level external joint

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r08_bar_anchorage_detail_at_roof_level_external_joint
Original
p01_r08 bar anchorage detail at roof level external joint
{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular long section with central thickened portion",
      "material": "",
      "count": 1,
      "note": "Partial typical long section shown with top and bottom reinforcement."
    },
    {
      "name": "FB1 beam section",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Two sections are labelled SUPPORT and one is labelled SPAN."
    },
    {
      "name": "FB2 beam section",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Two sections are labelled SUPPORT and one is labelled SPAN."
    },
    {
      "name": "FB3 beam section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One SUPPORT and one SPAN section are visible."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Shown in slab long section and in FB section details; bar callouts vary by support and span."
    },
    {
      "name": "stirrups",
      "tag": "",
      "shape": "closed rectangular links",
      "material": "",
      "count": null,
      "note": "Called out as Y8@150 C/C in the FB section details."
    }
  ],
  "measurements": [
    {
      "label": "top reinforcement extension",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "top reinforcement extension",
      "value": "0.15L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bottom reinforcement extension",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "bottom reinforcement extension",
      "value": "0.25L2",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "FB1 support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 span section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 span section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 right support section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB1 right support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "FB2 support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 span section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 span section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 right support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "FB2 right support section width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "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": "stirrup spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB1, FB2, FB3"
    },
    {
      "label": "scale",
      "value": "N.T.S.",
      "unit": "",
      "appliesTo": "TYPICAL LONG SECTION OF SLAB"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB1"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB2"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB3"
    }
  ],
  "notes": [
    "BAR",
    "BOT. BA",
    "2-Y16(ALTH.)",
    "Y8@150 C/C",
    "+2-Y16(EX.TOP)",
    "+2-Y16(EX.BOT.)"
  ],
  "labels": [
    "TYPICAL LONG SECTION OF SLAB",
    "SCALE - N.T.S.",
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB1",
    "SCALE = 1 : 25",
    "DETAIL OF FB2",
    "DETAIL OF FB3"
  ],
  "description": "The crop shows a partial typical longitudinal section of a reinforced slab, including top and bottom bar layouts and extension dimensions expressed as fractions of L1 and L2. Below it are rectangular reinforcement cross-section details for FB1, FB2, and FB3 at support and span locations; the FB3 detail is only partly shown within the crop."
}

p01_r08 bar anchorage detail at roof level external joint

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r08_bar_anchorage_detail_at_roof_level_external_joint

Detail6 objects · 25 measurements · 6 notes · 8 labels

The crop shows a partial typical longitudinal section of a reinforced slab, including top and bottom bar layouts and extension dimensions expressed as fractions of L1 and L2. Below it are rectangular reinforcement cross-section details for FB1, FB2, and FB3 at support and span locations; the FB3 detail is only partly shown within the crop.

Objects · 6

MarkObjectNo.ShapeNote
slab1rectangular long section with central thickened portionPartial typical long section shown with top and bottom reinforcement.
FB1FB1 beam section3rectangularTwo sections are labelled SUPPORT and one is labelled SPAN.
FB2FB2 beam section3rectangularTwo sections are labelled SUPPORT and one is labelled SPAN.
FB3FB3 beam section2rectangularOne SUPPORT and one SPAN section are visible.
longitudinal reinforcement barsstraight barsShown in slab long section and in FB section details; bar callouts vary by support and span.
stirrupsclosed rectangular linksCalled out as Y8@150 C/C in the FB section details.

Measurements · 25

MeasurementValueApplies to
top reinforcement extension0.15L1slab
top reinforcement extension0.15L2slab
bottom reinforcement extension0.25L1slab
bottom reinforcement extension0.25L2slab
FB1 support section depth450FB1
FB1 support section width250FB1
FB1 span section depth450FB1
FB1 span section width250FB1
FB1 right support section depth400FB1
FB1 right support section width250FB1
FB2 support section depth450FB2
FB2 support section width250FB2
FB2 span section depth450FB2
FB2 span section width250FB2
FB2 right support section depth450FB2
FB2 right support section width300FB2
FB3 support section depth450FB3
FB3 support section width250FB3
FB3 span section depth450FB3
FB3 span section width250FB3
stirrup spacing150FB1, FB2, FB3
scaleN.T.S.TYPICAL LONG SECTION OF SLAB
scale1 : 25DETAIL OF FB1
scale1 : 25DETAIL OF FB2
scale1 : 25DETAIL OF FB3

Labels

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

Notes

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

openai/gpt-5.6-terra-pro · 23154 tokens · 40.5s

crop · 5020 × 5219

p01_r09 foundation of lift

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r09_foundation_of_lift
Original
p01_r09 foundation of lift
{
  "view": "Section",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular wall",
      "material": "brick",
      "count": 2,
      "note": "Shown above the lift foundation in the elevation."
    },
    {
      "name": "lift foundation / tie beam",
      "tag": "8-P",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Foundation elevation is labelled \"FOUNDATION OF LIFT\"; top of tie beam is noted at E.G.L."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in Section at XX and in the pile elevation; top and bottom elevations are called out."
    },
    {
      "name": "piles",
      "tag": "8-P",
      "shape": "rectangular longitudinal reinforcement cage in elevation; circular pile outlines in plan",
      "material": "",
      "count": 3,
      "note": "Three pile positions are visible in Section at XX; the foundation elevation carries the mark \"8-P\"."
    },
    {
      "name": "plain cement concrete layer",
      "tag": "P.C.C.",
      "shape": "rectangular layer",
      "material": "P.C.C. (1:4:8)",
      "count": null,
      "note": "Shown below/adjacent to foundation components."
    },
    {
      "name": "brick flat soling",
      "tag": "B.F.S",
      "shape": "rectangular layer",
      "material": "brick",
      "count": null,
      "note": "Shown beneath the P.C.C. layer."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "straight bars and stirrups",
      "material": "steel",
      "count": null,
      "note": "Y10, Y12 and Y16 reinforcement is called out in the views."
    }
  ],
  "measurements": [
    {
      "label": "FB4 section size",
      "value": "400",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "FB4 section size",
      "value": "250",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "FB4 reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "FB4 links",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "FB5 section size",
      "value": "450",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "FB5 section size",
      "value": "300",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "FB5 reinforcement",
      "value": "4-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "FB5 links",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "P.L. to G.L.",
      "value": "600",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "wall/foundation vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "wall pier width",
      "value": "250",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "wall pier dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "reinforcement",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "reinforcement",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "foundation depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "lift foundation elevation"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "B.F.S. thickness",
      "value": "75 THK.",
      "unit": "",
      "appliesTo": "B.F.S"
    },
    {
      "label": "top of tie beam elevation",
      "value": "(±)0.000M",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "E.G.L. elevation",
      "value": "(±) 0.000 M",
      "unit": "",
      "appliesTo": "E.G.L."
    },
    {
      "label": "top of pile cap elevation",
      "value": "(-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile elevation",
      "value": "(-) 1.500 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "bottom of pile cap elevation",
      "value": "(-) 1.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap elevation"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap elevation"
    },
    {
      "label": "pile cap thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "pile length dimension",
      "value": "7000",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "pile length dimension",
      "value": "18000",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "pile cage dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile elevation"
    },
    {
      "label": "pile reinforcement",
      "value": "1-Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile stiffener reinforcement",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    },
    {
      "label": "pile cap dimension",
      "value": "300 TYP.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "Y12 @150C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap bottom reinforcement",
      "value": "5-Y16 AT BOT.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "plan dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "plan dimension",
      "value": "1,350",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "plan dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "plan dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "plan dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap plan"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB4"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB5"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    }
  ],
  "notes": [
    "TOP OF TIE BEAM AT (±)0.000M E.G.L.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "Y16@1500 C/C STIFFENER",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "(NOT TO SCALE)"
  ],
  "labels": [
    "DETAIL OF FB4",
    "DETAIL OF FB5",
    "SPAN",
    "BRICK WALL",
    "P.L.",
    "G.L.",
    "FOUNDATION OF LIFT",
    "E.G.L.",
    "TOP OF PILE CAP",
    "TOP OF PILE",
    "BOT. OF PILE CAP",
    "CUT OFF LVL.",
    "SECTION AT : XX",
    "TIE BEAM",
    "X",
    "A"
  ],
  "description": "The crop shows a lift foundation arrangement with brick walls over a tied pile foundation, including a foundation elevation and Section at XX. It also includes a longitudinal pile reinforcement/elevation detail at right and partial FB4/FB5 reinforcement details at left."
}

p01_r09 foundation of lift

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r09_foundation_of_lift

Section7 objects · 49 measurements · 8 notes · 16 labels

The crop shows a lift foundation arrangement with brick walls over a tied pile foundation, including a foundation elevation and Section at XX. It also includes a longitudinal pile reinforcement/elevation detail at right and partial FB4/FB5 reinforcement details at left.

Objects · 7

MarkObjectNo.ShapeMaterialNote
brick wall2rectangular wallbrickShown above the lift foundation in the elevation.
8-Plift foundation / tie beam1rectangularFoundation elevation is labelled "FOUNDATION OF LIFT"; top of tie beam is noted at E.G.L.
pile cap1rectangularShown in Section at XX and in the pile elevation; top and bottom elevations are called out.
8-Ppiles3rectangular longitudinal reinforcement cage in elevation; circular pile outlines in planThree pile positions are visible in Section at XX; the foundation elevation carries the mark "8-P".
P.C.C.plain cement concrete layerrectangular layerP.C.C. (1:4:8)Shown below/adjacent to foundation components.
B.F.Sbrick flat solingrectangular layerbrickShown beneath the P.C.C. layer.
reinforcement barsstraight bars and stirrupssteelY10, Y12 and Y16 reinforcement is called out in the views.

Measurements · 49

MeasurementValueApplies to
FB4 section size400DETAIL OF FB4
FB4 section size250DETAIL OF FB4
FB4 reinforcement2-Y16(ALTh.)DETAIL OF FB4
FB4 linksY8@150 C/CDETAIL OF FB4
FB5 section size450DETAIL OF FB5
FB5 section size300DETAIL OF FB5
FB5 reinforcement4-Y16(ALTh.)DETAIL OF FB5
FB5 linksY8@150 C/CDETAIL OF FB5
P.L. to G.L.600lift foundation elevation
wall/foundation vertical dimension1600lift foundation elevation
wall pier width250lift foundation elevation
wall pier dimension450lift foundation elevation
reinforcement12T @ 125 mm C/Clift foundation elevation
reinforcement8T @ 150 mm C/Clift foundation elevation
foundation depth1000lift foundation elevation
P.C.C. thickness100 THK.P.C.C.
B.F.S. thickness75 THK.B.F.S
top of tie beam elevation(±)0.000Mtie beam
E.G.L. elevation(±) 0.000 ME.G.L.
top of pile cap elevation(-) 0.600 Mpile cap
top of pile elevation(-) 1.500 Mpile
bottom of pile cap elevation(-) 1.600 Mpile cap
vertical dimension600pile cap elevation
vertical dimension1000pile cap elevation
pile cap thickness100pile cap
vertical dimension800pile elevation
vertical dimension1500pile elevation
pile length dimension7000pile elevation
pile length dimension18000pile elevation
pile cage dimension800pile elevation
pile reinforcement1-Y16pile
pile reinforcement6-Y16pile
pile stiffener reinforcementY16@1500 C/Cpile
Section XX vertical dimension1500SECTION AT : XX
Section XX vertical dimension500SECTION AT : XX
Section XX vertical dimension1000SECTION AT : XX
pile cap dimension300 TYP.pile cap
shear reinforcement6L - Y10 @ 130 C/Cpile cap
pile cap top reinforcement5-Y12pile cap
pile cap reinforcementY12 @150C/Cpile cap
pile cap bottom reinforcement5-Y16 AT BOT.pile cap
plan dimension375pile cap plan
plan dimension1,350pile cap plan
plan dimension750pile cap plan
plan dimension1169pile cap plan
plan dimension1350pile cap plan
scale1 : 25DETAIL OF FB4
scale1 : 25DETAIL OF FB5
scale1 : 25SECTION AT : XX

Labels

DETAIL OF FB4DETAIL OF FB5SPANBRICK WALLP.L.G.L.FOUNDATION OF LIFTE.G.L.TOP OF PILE CAPTOP OF PILEBOT. OF PILE CAPCUT OFF LVL.SECTION AT : XXTIE BEAMXA

Notes

  • TOP OF TIE BEAM AT (±)0.000M E.G.L.
  • 100 THK. P.C.C (1:4:8)
  • 75 THK. B.F.S
  • CHAIR PROVIDED
  • BINDING STEEL AROUND PILE BAR
  • Y16@1500 C/C STIFFENER
  • NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.
  • (NOT TO SCALE)

openai/gpt-5.6-terra-pro · 36364 tokens · 58.3s

crop · 3911 × 3873

p01_r10 foundation section of lift shaft with pile cap

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r10_foundation_section_of_lift_shaft_with_pile_cap
Original
p01_r10 foundation section of lift shaft with pile cap
{
  "view": "Elevation",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "brick",
      "count": 2,
      "note": "Two brick walls are shown rising from the foundation/tie-beam level."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in the lower pile-cap section; top is called out at EL (-) 0.600 M."
    },
    {
      "name": "pile",
      "tag": "8-P",
      "shape": "vertical cylindrical",
      "material": "reinforced concrete",
      "count": 8,
      "note": "The main elevation identifies the foundation as 8-P; only representative piles are visibly drawn in elevation and section."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular horizontal beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Identified in the lower section detail."
    },
    {
      "name": "plain cement concrete layer",
      "tag": "P.C.C",
      "shape": "horizontal layer",
      "material": "plain cement concrete (1:4:8)",
      "count": null,
      "note": "Shown below the foundation and pile-cap work."
    },
    {
      "name": "B.F.S layer",
      "tag": "B.F.S",
      "shape": "horizontal layer",
      "material": "",
      "count": null,
      "note": "Shown below the P.C.C layer."
    },
    {
      "name": "vertical reinforcement bars",
      "tag": "",
      "shape": "straight bars",
      "material": "reinforcing steel",
      "count": null,
      "note": "Pile/pile-cap reinforcement is called out as Y16 and Y12 bars."
    },
    {
      "name": "pile-cap reinforcement",
      "tag": "",
      "shape": "straight and bent bars",
      "material": "reinforcing steel",
      "count": null,
      "note": "Includes top, bottom, side, shear and binding reinforcement callouts."
    },
    {
      "name": "footing bar detail",
      "tag": "FB4",
      "shape": "rectangular reinforcement cage",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Partial detail visible at upper left."
    },
    {
      "name": "footing bar detail",
      "tag": "FB5",
      "shape": "rectangular reinforcement cage",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Partial detail visible at left."
    }
  ],
  "measurements": [
    {
      "label": "FB4 vertical dimension",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 horizontal dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 longitudinal reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 tie reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5 vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 horizontal dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 longitudinal reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 tie reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "P.L. to G.L. vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "brick wall/foundation vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension at pile top area",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pile reinforcement spacing",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile reinforcement spacing",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "foundation vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "P.C.C thickness",
      "value": "100",
      "unit": "THK.",
      "appliesTo": "P.C.C"
    },
    {
      "label": "B.F.S thickness",
      "value": "75",
      "unit": "THK.",
      "appliesTo": "B.F.S"
    },
    {
      "label": "existing ground level elevation",
      "value": "EL (±) 0.000 M",
      "unit": "",
      "appliesTo": "E.G.L"
    },
    {
      "label": "E.G.L. to top of pile cap vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile cap elevation",
      "value": "EL (-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile cap to top of pile vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "top of pile elevation",
      "value": "EL (-) 1.500 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "bottom of pile cap elevation",
      "value": "EL (-) 1.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "lower section vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower section vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "lower section pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "typical reinforcement dimension",
      "value": "300",
      "unit": "TYP.",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "pile cap top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement spacing",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "partial beam-detail horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "partial beam-detail vertical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "partial right-side vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "Y12@150 C/C SIDE REINF.",
    "SHEAR REINF."
  ],
  "labels": [
    "BRICK WALL",
    "P.L.",
    "G.L.",
    "E.G.L",
    "TOP OF PILE CAP",
    "TOP OF PILE",
    "BOT. OF PILE CAP",
    "FOUNDATION OF LIFT",
    "TOP OF TIE BEAM AT (±)0.000M E.G.L.",
    "CUT OFF LVL.",
    "TIE BEAM",
    "BEAM",
    "DETAIL OF FB4",
    "DETAIL OF FB5",
    "SCALE = 1 : 25",
    "SPAN"
  ],
  "description": "This crop principally shows an elevation of the Foundation of Lift, with two brick walls supported over a pile-supported reinforced-concrete foundation identified as 8-P. It also includes a lower pile-cap/tie-beam reinforcement section, partial FB4 and FB5 reinforcement details, and level callouts for E.G.L., pile-cap top and bottom, and pile top."
}

p01_r10 foundation section of lift shaft with pile cap

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r10_foundation_section_of_lift_shaft_with_pile_cap

Elevation10 objects · 35 measurements · 6 notes · 16 labels

This crop principally shows an elevation of the Foundation of Lift, with two brick walls supported over a pile-supported reinforced-concrete foundation identified as 8-P. It also includes a lower pile-cap/tie-beam reinforcement section, partial FB4 and FB5 reinforcement details, and level callouts for E.G.L., pile-cap top and bottom, and pile top.

Objects · 10

MarkObjectNo.ShapeMaterialNote
brick wall2rectangular vertical wallbrickTwo brick walls are shown rising from the foundation/tie-beam level.
pile cap1rectangularreinforced concreteShown in the lower pile-cap section; top is called out at EL (-) 0.600 M.
8-Ppile8vertical cylindricalreinforced concreteThe main elevation identifies the foundation as 8-P; only representative piles are visibly drawn in elevation and section.
tie beam1rectangular horizontal beamreinforced concreteIdentified in the lower section detail.
P.C.Cplain cement concrete layerhorizontal layerplain cement concrete (1:4:8)Shown below the foundation and pile-cap work.
B.F.SB.F.S layerhorizontal layerShown below the P.C.C layer.
vertical reinforcement barsstraight barsreinforcing steelPile/pile-cap reinforcement is called out as Y16 and Y12 bars.
pile-cap reinforcementstraight and bent barsreinforcing steelIncludes top, bottom, side, shear and binding reinforcement callouts.
FB4footing bar detail1rectangular reinforcement cagereinforcing steelPartial detail visible at upper left.
FB5footing bar detail1rectangular reinforcement cagereinforcing steelPartial detail visible at left.

Measurements · 35

MeasurementValueUnitApplies to
FB4 vertical dimension400FB4
FB4 horizontal dimension250FB4
FB4 longitudinal reinforcement2-Y16FB4
FB4 tie reinforcementY8@150 C/CFB4
FB5 vertical dimension450FB5
FB5 horizontal dimension300FB5
FB5 longitudinal reinforcement4-Y16FB5
FB5 tie reinforcementY8@150 C/CFB5
P.L. to G.L. vertical dimension600
brick wall/foundation vertical dimension1600
vertical dimension at pile top area450
horizontal dimension250
pile reinforcement spacing12T @ 125 mm C/Cpile
pile reinforcement spacing8T @ 150 mm C/Cpile
foundation vertical dimension1000
P.C.C thickness100THK.P.C.C
B.F.S thickness75THK.B.F.S
existing ground level elevationEL (±) 0.000 ME.G.L
E.G.L. to top of pile cap vertical dimension600pile cap
top of pile cap elevationEL (-) 0.600 Mpile cap
top of pile cap to top of pile vertical dimension1000pile
top of pile elevationEL (-) 1.500 Mpile
bottom of pile cap elevationEL (-) 1.600 Mpile cap
pile cap thickness100pile cap
lower section vertical dimension1500
lower section vertical dimension500tie beam
lower section pile cap depth1000pile cap
typical reinforcement dimension300TYP.pile cap reinforcement
pile cap top reinforcement5-Y12pile cap
pile cap reinforcement spacingY12 @150 C/Cpile cap
pile cap bottom reinforcement5-Y16pile cap
shear reinforcement6L - Y10 @ 130 C/Cpile cap
partial beam-detail horizontal dimension500beam
partial beam-detail vertical dimension300beam
partial right-side vertical dimension800

Labels

BRICK WALLP.L.G.L.E.G.LTOP OF PILE CAPTOP OF PILEBOT. OF PILE CAPFOUNDATION OF LIFTTOP OF TIE BEAM AT (±)0.000M E.G.L.CUT OFF LVL.TIE BEAMBEAMDETAIL OF FB4DETAIL OF FB5SCALE = 1 : 25SPAN

Notes

  • 100 THK. P.C.C (1:4:8)
  • 75 THK. B.F.S
  • CHAIR PROVIDED
  • BINDING STEEL AROUND PILE BAR
  • Y12@150 C/C SIDE REINF.
  • SHEAR REINF.

openai/gpt-5.6-terra-pro · 32075 tokens · 32.1s

crop · 1274 × 816

p01_r11 reinforcement cross section of floor beam fb1

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r11_reinforcement_cross_section_of_floor_beam_fb1
Original
p01_r11 reinforcement cross section of floor beam fb1
{
  "view": "Detail",
  "objects": [
    {
      "name": "FB1 reinforced concrete beam section",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Two complete sections are shown at SUPPORT and SPAN; additional lower sections are only partially visible in the crop."
    },
    {
      "name": "main reinforcing bars",
      "tag": "",
      "shape": "circular",
      "material": "reinforcing steel",
      "count": null,
      "note": "Red-filled circular bars are shown at section corners; callouts state 2-Y16 (ALTH.) at top and bottom of the complete sections."
    },
    {
      "name": "stirrups / links",
      "tag": "",
      "shape": "rectangular closed link",
      "material": "reinforcing steel",
      "count": null,
      "note": "A rectangular internal link is indicated by the Y8@150 C/C callout."
    }
  ],
  "measurements": [
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section top reinforcement"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SUPPORT section bottom reinforcement"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB1 SPAN section"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB1 SPAN section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SPAN section top reinforcement"
    },
    {
      "label": "stirrup spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB1 SPAN section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB1 SPAN section bottom reinforcement"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "partially visible lower-left section"
    },
    {
      "label": "additional reinforcement",
      "value": "+2-Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "partially visible lower-left section"
    },
    {
      "label": "main reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "partially visible lower-right section"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB1"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB1",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows reinforcement cross-section details for rectangular member FB1 at SUPPORT and SPAN locations. Both complete sections are dimensioned 250 wide by 450 deep and show Y16 longitudinal bars with Y8 links at 150 C/C; further reinforcement sections are cropped at the bottom."
}

p01_r11 reinforcement cross section of floor beam fb1

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r11_reinforcement_cross_section_of_floor_beam_fb1

Detail3 objects · 14 measurements · 4 labels

This crop shows reinforcement cross-section details for rectangular member FB1 at SUPPORT and SPAN locations. Both complete sections are dimensioned 250 wide by 450 deep and show Y16 longitudinal bars with Y8 links at 150 C/C; further reinforcement sections are cropped at the bottom.

Objects · 3

MarkObjectShapeMaterialNote
FB1FB1 reinforced concrete beam sectionrectangularreinforced concreteTwo complete sections are shown at SUPPORT and SPAN; additional lower sections are only partially visible in the crop.
main reinforcing barscircularreinforcing steelRed-filled circular bars are shown at section corners; callouts state 2-Y16 (ALTH.) at top and bottom of the complete sections.
stirrups / linksrectangular closed linkreinforcing steelA rectangular internal link is indicated by the Y8@150 C/C callout.

Measurements · 14

MeasurementValueApplies to
section depth450FB1 SUPPORT section
section width250FB1 SUPPORT section
main reinforcement2-Y16(ALTh.)FB1 SUPPORT section top reinforcement
stirrup spacingY8@150 C/CFB1 SUPPORT section
main reinforcement2-Y16(ALTh.)FB1 SUPPORT section bottom reinforcement
section depth450FB1 SPAN section
section width250FB1 SPAN section
main reinforcement2-Y16(ALTh.)FB1 SPAN section top reinforcement
stirrup spacingY8@150 C/CFB1 SPAN section
main reinforcement2-Y16(ALTh.)FB1 SPAN section bottom reinforcement
main reinforcement2-Y16(ALTh.)partially visible lower-left section
additional reinforcement+2-Y16(EX.TOP)partially visible lower-left section
main reinforcement2-Y16(ALTh.)partially visible lower-right section
scale1 : 25DETAIL OF FB1

Labels

SUPPORTSPANDETAIL OF FB1SCALE = 1 : 25

openai/gpt-5.6-terra-pro · 16125 tokens · 23.8s

crop · 1206 × 2688

p01_r12 typical ductile detail of beam column junction

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r12_typical_ductile_detail_of_beam_column_junction
Original
p01_r12 typical ductile detail of beam column junction
{
  "view": "Detail",
  "objects": [
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column reinforcement detail; only a portion of the column is shown."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beam frames into each side of the column at separate junctions."
    },
    {
      "name": "column links",
      "tag": "",
      "shape": "rectangular closed links",
      "material": "",
      "count": null,
      "note": "Links are shown at 120 C/C and 150 C/C in different column regions."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown within both beam portions."
    },
    {
      "name": "beam and column reinforcement",
      "tag": "",
      "shape": "continuous bars",
      "material": "",
      "count": null,
      "note": "Shown continuous over the lower beam-column junction."
    }
  ],
  "measurements": [
    {
      "label": "LINK",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "column links at top of crop"
    },
    {
      "label": "",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "top column link zone"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "top column link zone"
    },
    {
      "label": "",
      "value": "Ld+10db (TYP)",
      "unit": "",
      "appliesTo": "upper beam-column junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "end beam column junction"
    },
    {
      "label": "",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column link zone below upper junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column link zone below upper junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "central column link zone"
    },
    {
      "label": "",
      "value": "Ld+10db",
      "unit": "",
      "appliesTo": "column lap/junction reinforcement"
    },
    {
      "label": "",
      "value": "(LAP)",
      "unit": "",
      "appliesTo": "column reinforcement lap"
    },
    {
      "label": "",
      "value": "EFFECTIVE LENGHT OF COLUMN (L)",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "continuous beam column junction"
    },
    {
      "label": "",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column link zone above lower junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column link zone above lower junction"
    },
    {
      "label": "",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "column link zone below lower junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "column link zone below lower junction"
    },
    {
      "label": "LINK",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "bottom column link zone"
    }
  ],
  "notes": [
    "BEAM & COLUMN REINF. SHALL BE CONTINUOUS OVER THE JUNCTION"
  ],
  "labels": [
    "END BEAM COLUMN JUNCTION",
    "BEAM STIRRUPS",
    "EFFECTIVE LENGHT OF COLUMN (L)",
    "(LAP)",
    "FOR CONTINUOUS BEAM COLUMN JUNCTION"
  ],
  "description": "This crop is a reinforcement detail for a vertical column at two beam-column junctions. It shows column link spacing zones, beam stirrups, lap/development-length indications, and the requirement for beam and column reinforcement to remain continuous over the junction."
}

p01_r12 typical ductile detail of beam column junction

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r12_typical_ductile_detail_of_beam_column_junction

Detail5 objects · 17 measurements · 1 note · 5 labels

This crop is a reinforcement detail for a vertical column at two beam-column junctions. It shows column link spacing zones, beam stirrups, lap/development-length indications, and the requirement for beam and column reinforcement to remain continuous over the junction.

Objects · 5

ObjectNo.ShapeNote
column1rectangularVertical column reinforcement detail; only a portion of the column is shown.
beam2rectangularOne beam frames into each side of the column at separate junctions.
column linksrectangular closed linksLinks are shown at 120 C/C and 150 C/C in different column regions.
beam stirrupsrectangularShown within both beam portions.
beam and column reinforcementcontinuous barsShown continuous over the lower beam-column junction.

Measurements · 17

MeasurementValueApplies to
LINK8Φ LINK @150 C/Ccolumn links at top of crop
750 (10)top column link zone
LINK8Φ LINK @120 C/Ctop column link zone
Ld+10db (TYP)upper beam-column junction
LINK8Φ LINK @120 C/Cend beam column junction
750 (10)column link zone below upper junction
LINK8Φ LINK @120 C/Ccolumn link zone below upper junction
LINK8Φ LINK @150 C/Ccentral column link zone
Ld+10dbcolumn lap/junction reinforcement
(LAP)column reinforcement lap
EFFECTIVE LENGHT OF COLUMN (L)column
LINK8Φ LINK @150 C/Ccontinuous beam column junction
750 (10)column link zone above lower junction
LINK8Φ LINK @120 C/Ccolumn link zone above lower junction
750 (10)column link zone below lower junction
LINK8Φ LINK @120 C/Ccolumn link zone below lower junction
LINK8Φ LINK @150 C/Cbottom column link zone

Labels

END BEAM COLUMN JUNCTIONBEAM STIRRUPSEFFECTIVE LENGHT OF COLUMN (L)(LAP)FOR CONTINUOUS BEAM COLUMN JUNCTION

Notes

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

openai/gpt-5.6-terra-pro · 20388 tokens · 34.1s

crop · 1158 × 2682

p01_r13 typical ductile detail of beam column junction

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r13_typical_ductile_detail_of_beam_column_junction
Original
p01_r13 typical ductile detail of beam column junction
{
  "view": "Detail",
  "objects": [
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical member shown continuously through beam joints."
    },
    {
      "name": "transverse reinforcement",
      "tag": "",
      "shape": "rectangular closed ties",
      "material": "reinforcing steel",
      "count": null,
      "note": "Closely spaced within the joint confinement regions; spaced along the column elsewhere."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One beam segment frames into the column at the upper joint on the right; beam segments frame into the lower joint from both sides."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in the beam segments framing into the column."
    },
    {
      "name": "confined joint reinforcement",
      "tag": "",
      "shape": "rectangular closed ties",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout identifies a confined joint with 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": "SPLICE",
      "value": "",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "h",
      "value": "",
      "unit": "",
      "appliesTo": "column"
    }
  ],
  "notes": [
    "CONFINED JOINT WITH BEAMS FRAMING INTO ALL FOUR SIDES CONFINING REINFORCEMENT"
  ],
  "labels": [
    "TRANSVERSE REINFORCEMENT",
    "SPLICE",
    "h"
  ],
  "description": "This crop is a reinforcement detailing view of a rectangular vertical column at beam-column joints. It shows transverse column reinforcement, splice location, beam stirrups, and confined joint reinforcement where beams frame into the joint."
}

p01_r13 typical ductile detail of beam column junction

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r13_typical_ductile_detail_of_beam_column_junction

Detail5 objects · 6 measurements · 1 note · 3 labels

This crop is a reinforcement detailing view of a rectangular vertical column at beam-column joints. It shows transverse column reinforcement, splice location, beam stirrups, and confined joint reinforcement where beams frame into the joint.

Objects · 5

ObjectNo.ShapeMaterialNote
column1rectangularVertical member shown continuously through beam joints.
transverse reinforcementrectangular closed tiesreinforcing steelClosely spaced within the joint confinement regions; spaced along the column elsewhere.
beam3rectangularOne beam segment frames into the column at the upper joint on the right; beam segments frame into the lower joint from both sides.
beam stirrupsrectangularreinforcing steelShown in the beam segments framing into the column.
confined joint reinforcementrectangular closed tiesreinforcing steelCallout identifies a confined joint with beams framing into all four sides.

Measurements · 6

MeasurementValueApplies to
750 (lo)transverse reinforcement
750 (lo)transverse reinforcement
750 (lo)transverse reinforcement
750 (lo)transverse reinforcement
SPLICE—transverse reinforcement
h—column

Labels

TRANSVERSE REINFORCEMENTSPLICEh

Notes

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

openai/gpt-5.6-terra-pro · 18279 tokens · 31.5s

crop · 1361 × 7149

p01_r14 section through pile

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r14_section_through_pile
Original
p01_r14 section through pile
{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete pile",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in longitudinal section; lower portion continues through two break symbols."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial cap/detail is visible at the top of the section; its label is cropped."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "6-Y16",
      "shape": "straight",
      "material": "",
      "count": 6,
      "note": "Callout is repeated at several visible locations along the pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-Y16",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Two identical callouts are visible at the upper partial cap/detail."
    },
    {
      "name": "stiffener reinforcement",
      "tag": "Y16@1500 C/C STIFFENER",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown at upper and lower pile portions."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8@150 C/C",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in the lower pile portion."
    },
    {
      "name": "cover block",
      "tag": "COVER BLOCK @900 C/C",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in the lower pile portion."
    },
    {
      "name": "foundation beam members",
      "tag": "FB1, FB2, FB3, FB5",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Partially visible in the small plan fragment below the pile section."
    }
  ],
  "measurements": [
    {
      "label": "partial elevation label",
      "value": "0.000",
      "unit": "M",
      "appliesTo": ""
    },
    {
      "label": "partial pile level callout",
      "value": "1.500",
      "unit": "M",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "upper pile/cap detail"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "upper pile detail"
    },
    {
      "label": "vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "upper pile detail"
    },
    {
      "label": "stiffener spacing",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "7000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "18000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "11000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "lower pile detail"
    },
    {
      "label": "pile width",
      "value": "450",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "foundation level",
      "value": "18.000",
      "unit": "M",
      "appliesTo": "pile"
    },
    {
      "label": "plan horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "partial foundation plan"
    },
    {
      "label": "plan horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": "partial foundation plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "2125",
      "unit": "",
      "appliesTo": "partial foundation plan"
    },
    {
      "label": "drawing scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION THROUGH PILE"
    }
  ],
  "notes": [
    "CUT OFF LVL.",
    "Y16@1500 C/C STIFFENER",
    "Y8@150 C/C",
    "COVER BLOCK @900 C/C",
    "(NOT TO SCALE)"
  ],
  "labels": [
    "SECTION THROUGH PILE",
    "SCALE = 1 : 25",
    "A",
    "F",
    "G",
    "I",
    "S1",
    "S4",
    "FB1",
    "FB2",
    "FB3",
    "FB5",
    "partial: OF PILE",
    "partial: LE CAP",
    "partial: E CAP",
    "partial: ATION LVL."
  ],
  "description": "This crop principally shows a longitudinal section through one reinforced concrete pile, including its reinforcement, stiffeners, cover blocks, cut-off level, dimensions, and partial pile-cap detail. A small, cropped foundation-plan fragment is visible below the section, with grid labels and members identified as FB1, FB2, FB3, and FB5."
}

p01_r14 section through pile

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r14_section_through_pile

Section8 objects · 16 measurements · 5 notes · 16 labels

This crop principally shows a longitudinal section through one reinforced concrete pile, including its reinforcement, stiffeners, cover blocks, cut-off level, dimensions, and partial pile-cap detail. A small, cropped foundation-plan fragment is visible below the section, with grid labels and members identified as FB1, FB2, FB3, and FB5.

Objects · 8

MarkObjectNo.ShapeMaterialNote
reinforced concrete pile1rectangularreinforced concreteShown in longitudinal section; lower portion continues through two break symbols.
pile cap1rectangularOnly a partial cap/detail is visible at the top of the section; its label is cropped.
6-Y16longitudinal reinforcement bars6straightCallout is repeated at several visible locations along the pile.
1-Y16reinforcement bar2straightTwo identical callouts are visible at the upper partial cap/detail.
Y16@1500 C/C STIFFENERstiffener reinforcementrectangularShown at upper and lower pile portions.
Y8@150 C/Creinforcement barrectangularShown in the lower pile portion.
COVER BLOCK @900 C/Ccover blockrectangularShown in the lower pile portion.
FB1, FB2, FB3, FB5foundation beam members4linearPartially visible in the small plan fragment below the pile section.

Measurements · 16

MeasurementValueUnitApplies to
partial elevation label0.000M
partial pile level callout1.500Mpile
vertical dimension1500upper pile/cap detail
vertical dimension800upper pile detail
vertical dimension1000upper pile detail
stiffener spacingY16@1500 C/Cpile
vertical dimension7000pile
vertical dimension18000pile
vertical dimension11000pile
vertical dimension800lower pile detail
pile width450pile
foundation level18.000Mpile
plan horizontal dimension3625partial foundation plan
plan horizontal dimension1625partial foundation plan
plan vertical dimension2125partial foundation plan
drawing scale1 : 25SECTION THROUGH PILE

Labels

SECTION THROUGH PILESCALE = 1 : 25AFGIS1S4FB1FB2FB3FB5partial: OF PILEpartial: LE CAPpartial: E CAPpartial: ATION LVL.

Notes

  • CUT OFF LVL.
  • Y16@1500 C/C STIFFENER
  • Y8@150 C/C
  • COVER BLOCK @900 C/C
  • (NOT TO SCALE)

openai/gpt-5.6-terra-pro · 25897 tokens · 64.3s

crop · 1336 × 1050

p01_r15 reinforcement cross section of floor beam fb2

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r15_reinforcement_cross_section_of_floor_beam_fb2
Original
p01_r15 reinforcement cross section of floor beam fb2
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcing link",
      "tag": "Y8",
      "shape": "rectangular closed link",
      "material": "",
      "count": 4,
      "note": "One link is shown in each of the FB2 and FB3 support and span sections; callout: Y8@150 C/C."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "Y16",
      "shape": "circular bar end in section",
      "material": "",
      "count": 2,
      "note": "FB2 SUPPORT: 2-Y16(ALTh.) shown at bottom."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "Y16",
      "shape": "circular bar end in section",
      "material": "",
      "count": 4,
      "note": "FB2 SPAN: 2-Y16(ALTh.) and +2-Y16(EX.BOT.) shown at bottom."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "Y16",
      "shape": "circular bar end in section",
      "material": "",
      "count": 6,
      "note": "FB3 SUPPORT: 2-Y16(ALTh.) and +2-Y16(EX.TOP) shown at top, with 2-Y16(ALTh.) at bottom."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "Y16",
      "shape": "circular bar end in section",
      "material": "",
      "count": 4,
      "note": "FB3 SPAN: 2-Y16(ALTh.) shown at top and 2-Y16(ALTh.) shown at bottom."
    },
    {
      "name": "reinforced member section outline",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "reinforced member section outline",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 SUPPORT"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 SUPPORT"
    },
    {
      "label": "Y8 reinforcing link spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB2 SUPPORT"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB2 SPAN"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB2 SPAN"
    },
    {
      "label": "Y8 reinforcing link spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB2 SPAN"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 SUPPORT"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 SUPPORT"
    },
    {
      "label": "Y8 reinforcing link spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB3 SUPPORT"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3 SPAN"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3 SPAN"
    },
    {
      "label": "Y8 reinforcing link spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "FB3 SPAN"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB2"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB3"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB2",
    "SCALE = 1 : 25",
    "DETAIL OF FB3"
  ],
  "description": "This crop shows rectangular reinforcement cross-section details for FB2 and FB3, each at support and span locations. Each shown section is dimensioned 250 by 450 and includes Y8 links at 150 C/C with differing Y16 longitudinal bar arrangements at support and span."
}

p01_r15 reinforcement cross section of floor beam fb2

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r15_reinforcement_cross_section_of_floor_beam_fb2

Detail7 objects · 14 measurements · 5 labels

This crop shows rectangular reinforcement cross-section details for FB2 and FB3, each at support and span locations. Each shown section is dimensioned 250 by 450 and includes Y8 links at 150 C/C with differing Y16 longitudinal bar arrangements at support and span.

Objects · 7

MarkObjectNo.ShapeNote
Y8reinforcing link4rectangular closed linkOne link is shown in each of the FB2 and FB3 support and span sections; callout: Y8@150 C/C.
Y16longitudinal reinforcement bar2circular bar end in sectionFB2 SUPPORT: 2-Y16(ALTh.) shown at bottom.
Y16longitudinal reinforcement bar4circular bar end in sectionFB2 SPAN: 2-Y16(ALTh.) and +2-Y16(EX.BOT.) shown at bottom.
Y16longitudinal reinforcement bar6circular bar end in sectionFB3 SUPPORT: 2-Y16(ALTh.) and +2-Y16(EX.TOP) shown at top, with 2-Y16(ALTh.) at bottom.
Y16longitudinal reinforcement bar4circular bar end in sectionFB3 SPAN: 2-Y16(ALTh.) shown at top and 2-Y16(ALTh.) shown at bottom.
FB2reinforced member section outline2rectangularSupport and span reinforcement sections are shown.
FB3reinforced member section outline2rectangularSupport and span reinforcement sections are shown.

Measurements · 14

MeasurementValueApplies to
section width250FB2 SUPPORT
section depth450FB2 SUPPORT
Y8 reinforcing link spacing150FB2 SUPPORT
section width250FB2 SPAN
section depth450FB2 SPAN
Y8 reinforcing link spacing150FB2 SPAN
section width250FB3 SUPPORT
section depth450FB3 SUPPORT
Y8 reinforcing link spacing150FB3 SUPPORT
section width250FB3 SPAN
section depth450FB3 SPAN
Y8 reinforcing link spacing150FB3 SPAN
scale1 : 25DETAIL OF FB2
scale1 : 25DETAIL OF FB3

Labels

SUPPORTSPANDETAIL OF FB2SCALE = 1 : 25DETAIL OF FB3

openai/gpt-5.6-terra-pro · 22059 tokens · 54.8s

crop · 3229 × 4668

p01_r16 sectional rebar detail of staircase flights

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r16_sectional_rebar_detail_of_staircase_flights
Original
p01_r16 sectional rebar detail of staircase flights
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforced concrete beam reinforcement section",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three small rectangular reinforcement cross-sections are visible at the top of the crop; the leftmost related detail title is partial."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "stepped with sloping soffit",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in typical Section Z-Z and in part on the foundation plan."
    },
    {
      "name": "upstand beam at intermediate level",
      "tag": "B15",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At the upper stair landing/intermediate level."
    },
    {
      "name": "beam at floor level",
      "tag": "B13",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at the lower stair landing/floor-level junction."
    },
    {
      "name": "beam at floor level",
      "tag": "B16",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Partially visible at right edge of stair section."
    },
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated throughout the partial foundation plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated in the partial foundation plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Located adjacent to the stair opening in the plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated along the right side of the partial foundation plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Stair and landing reinforcement, shown at 150 C/C."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Stair and landing reinforcement, shown at 150 C/C."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y16",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Longitudinal reinforcement shown in the rectangular beam reinforcement sections."
    }
  ],
  "measurements": [
    {
      "label": "beam section depth",
      "value": "400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section width",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section depth",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section width",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section depth",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "beam section width",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y8"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y12"
    },
    {
      "label": "horizontal dimension at intermediate level",
      "value": "500",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "horizontal dimension at intermediate level",
      "value": "1200",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "vertical dimension at intermediate level",
      "value": "450",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "beam/slab thickness",
      "value": "150",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "stair flight dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "stair flight dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "floor-level horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "floor-level horizontal dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "beam/slab thickness",
      "value": "450",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "floor-level horizontal dimension",
      "value": "1150",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "beam width",
      "value": "250",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "horizontal grid dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal grid dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "5750",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "6181",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical grid dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair opening dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "stair opening dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "sloping grid dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "sloping grid dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "sloping grid dimension",
      "value": "257",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial adjacent-plan vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "2-Y16(ALTh.)",
    "Y8@150 C/C",
    "2-Y16(ALTh.) +1-Y16(EXT.BOT.)",
    "2-Y16(ALTh.) +2-Y16(EXT.TOP)",
    "Y12 @ 150 C/C",
    "Y8 @ 150 C/C"
  ],
  "labels": [
    "SPAN",
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB3",
    "SCALE = 1 : 25",
    "DETAIL OF FB3",
    "SCALE = 1 : 25",
    "INTERMEDIATE LEVEL",
    "FLOOR LEVEL",
    "TYPICAL SECTIONAL DETAILS OF STAIR",
    "NOT TO SCALE",
    "SECTION: Z-Z",
    "LANDING BEAM",
    "N",
    "Z",
    "A",
    "C",
    "D",
    "E'",
    "F",
    "F'",
    "I",
    "2",
    "3",
    "7",
    "8",
    "9'",
    "SI",
    "S2",
    "S4"
  ],
  "description": "The upper portion of the crop shows typical sectional details of a reinforced-concrete stair, including an upstand beam B15 at intermediate level and beams B13 and B16 at floor level, with Y12 and Y8 reinforcement callouts. The lower portion is a partial foundation/structural plan showing repeated foundation beams FB1, FB2, FB4 and FB5, a stair opening, grid references, and a north arrow. Small beam reinforcement cross-section details, including DETAIL OF TB3 and DETAIL OF FB3, are visible along the top edge."
}

p01_r16 sectional rebar detail of staircase flights

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r16_sectional_rebar_detail_of_staircase_flights

Detail12 objects · 41 measurements · 6 notes · 30 labels

The upper portion of the crop shows typical sectional details of a reinforced-concrete stair, including an upstand beam B15 at intermediate level and beams B13 and B16 at floor level, with Y12 and Y8 reinforcement callouts. The lower portion is a partial foundation/structural plan showing repeated foundation beams FB1, FB2, FB4 and FB5, a stair opening, grid references, and a north arrow. Small beam reinforcement cross-section details, including DETAIL OF TB3 and DETAIL OF FB3, are visible along the top edge.

Objects · 12

MarkObjectNo.ShapeMaterialNote
reinforced concrete beam reinforcement section3rectangularThree small rectangular reinforcement cross-sections are visible at the top of the crop; the leftmost related detail title is partial.
stair flight1stepped with sloping soffitreinforced concreteShown in typical Section Z-Z and in part on the foundation plan.
B15upstand beam at intermediate level1rectangularreinforced concreteAt the upper stair landing/intermediate level.
B13beam at floor level1rectangularreinforced concreteShown at the lower stair landing/floor-level junction.
B16beam at floor level1rectangularreinforced concretePartially visible at right edge of stair section.
FB1foundation beamlinearRepeated throughout the partial foundation plan.
FB2foundation beamlinearRepeated in the partial foundation plan.
FB4foundation beam1linearLocated adjacent to the stair opening in the plan.
FB5foundation beamlinearRepeated along the right side of the partial foundation plan.
Y12reinforcement barlinearStair and landing reinforcement, shown at 150 C/C.
Y8reinforcement barlinearStair and landing reinforcement, shown at 150 C/C.
Y16reinforcement barlinearLongitudinal reinforcement shown in the rectangular beam reinforcement sections.

Measurements · 41

MeasurementValueUnitApplies to
beam section depth400
beam section width250
beam section depth450
beam section width250
beam section depth450
beam section width250
reinforcement spacing150C/CY8
reinforcement spacing150C/CY12
horizontal dimension at intermediate level500B15
horizontal dimension at intermediate level1200B15
vertical dimension at intermediate level450B15
beam/slab thickness150B15
stair flight dimension1200stair flight
stair flight dimension300stair flight
floor-level horizontal dimension1400B13
floor-level horizontal dimension300B13
beam/slab thickness450B13
floor-level horizontal dimension1150B13
beam width250B13
horizontal grid dimension3950
horizontal grid dimension1650
horizontal grid dimension4500
horizontal grid dimension225
vertical grid dimension3400
vertical grid dimension1950
vertical grid dimension2650
vertical grid dimension2965
vertical grid dimension4125
vertical grid dimension5750
vertical grid dimension6181
vertical grid dimension1237
stair opening dimension740stair flight
stair opening dimension1400stair flight
sloping grid dimension4903
sloping grid dimension2554
sloping grid dimension257
partial adjacent-plan horizontal dimension3950
partial adjacent-plan vertical dimension1950
partial adjacent-plan horizontal dimension625
partial adjacent-plan vertical dimension2650
partial adjacent-plan vertical dimension625

Labels

SPANSUPPORTSPANDETAIL OF TB3SCALE = 1 : 25DETAIL OF FB3SCALE = 1 : 25INTERMEDIATE LEVELFLOOR LEVELTYPICAL SECTIONAL DETAILS OF STAIRNOT TO SCALESECTION: Z-ZLANDING BEAMNZACDE'FF'I23789'SIS2S4

Notes

  • 2-Y16(ALTh.)
  • Y8@150 C/C
  • 2-Y16(ALTh.) +1-Y16(EXT.BOT.)
  • 2-Y16(ALTh.) +2-Y16(EXT.TOP)
  • Y12 @ 150 C/C
  • Y8 @ 150 C/C

openai/gpt-5.6-terra-pro · 30870 tokens · 49.3s

crop · 1168 × 1121

p01_r17 reinforcement cross section of tie beam tb3

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r17_reinforcement_cross_section_of_tie_beam_tb3
Original
p01_r17 reinforcement cross section of tie beam tb3
{
  "view": "Detail",
  "objects": [
    {
      "name": "up stand beam",
      "tag": "B15",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only part of the beam detail is visible; identified by the vertical callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "circular bar section",
      "material": "",
      "count": null,
      "note": "Callout reads partially as \"Y12 @ 150 C/\"; bars continue beyond the crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8",
      "shape": "circular bar section",
      "material": "",
      "count": null,
      "note": "Callout reads partially as \"Y8 @ 150\"; bars continue beyond the crop."
    }
  ],
  "measurements": [
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB3"
    },
    {
      "label": "horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "vertical dimension",
      "value": "150",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "Y12"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "Y8"
    }
  ],
  "notes": [
    "B15 (UP STAND BEAM) AT INTERMEDIATE LEVEL",
    "Y12 @ 150 C/",
    "Y8 @ 150"
  ],
  "labels": [
    "SPAN",
    "DETAIL OF TB3",
    "SCALE =1 : 25",
    "INTERMEDIATE"
  ],
  "description": "This crop is a partial reinforced-concrete beam detail titled \"DETAIL OF TB3.\" It shows the B15 up stand beam at an intermediate level, with dimensions and Y12 and Y8 reinforcement callouts; the right-hand portion and some callout text are cropped."
}

p01_r17 reinforcement cross section of tie beam tb3

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r17_reinforcement_cross_section_of_tie_beam_tb3

Detail3 objects · 7 measurements · 3 notes · 4 labels

This crop is a partial reinforced-concrete beam detail titled "DETAIL OF TB3." It shows the B15 up stand beam at an intermediate level, with dimensions and Y12 and Y8 reinforcement callouts; the right-hand portion and some callout text are cropped.

Objects · 3

MarkObjectNo.ShapeNote
B15up stand beam1rectangularOnly part of the beam detail is visible; identified by the vertical callout.
Y12reinforcement barcircular bar sectionCallout reads partially as "Y12 @ 150 C/"; bars continue beyond the crop.
Y8reinforcement barcircular bar sectionCallout reads partially as "Y8 @ 150"; bars continue beyond the crop.

Measurements · 7

MeasurementValueApplies to
Scale1 : 25DETAIL OF TB3
horizontal dimension500B15
horizontal dimension1200
vertical dimension450B15
vertical dimension150B15
reinforcement spacing150Y12
reinforcement spacing150Y8

Labels

SPANDETAIL OF TB3SCALE =1 : 25INTERMEDIATE

Notes

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

openai/gpt-5.6-terra-pro · 15434 tokens · 25.2s

crop · 780 × 1120

p01_r18 reinforcement cross section of floor beam fb3

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r18_reinforcement_cross_section_of_floor_beam_fb3
Original
p01_r18 reinforcement cross section of floor beam fb3
{
  "view": "Detail",
  "objects": [
    {
      "name": "Stepped structural member/profile",
      "tag": "FB3",
      "shape": "stepped upper edge with sloping lower edge",
      "material": "",
      "count": 1,
      "note": "Only a partial portion of the detail is visible in this crop."
    },
    {
      "name": "Reinforcement bars",
      "tag": "",
      "shape": "circular bar ends along two parallel sloping lines",
      "material": "",
      "count": 14,
      "note": "Bars are shown in red; one lower bar end at the left edge is partial."
    }
  ],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF FB3"
    }
  ],
  "notes": [],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF FB3",
    "SCALE = 1 : 25",
    "E LEVEL (partial)",
    "C/C (partial)"
  ],
  "description": "This crop is a partial structural detail titled DETAIL OF FB3, with SUPPORT and SPAN identified at the top. It shows a stepped, sloping member profile containing two sloping rows of reinforcement bar ends; the left-side level and spacing text is cropped."
}

p01_r18 reinforcement cross section of floor beam fb3

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r18_reinforcement_cross_section_of_floor_beam_fb3

Detail2 objects · 1 measurement · 6 labels

This crop is a partial structural detail titled DETAIL OF FB3, with SUPPORT and SPAN identified at the top. It shows a stepped, sloping member profile containing two sloping rows of reinforcement bar ends; the left-side level and spacing text is cropped.

Objects · 2

MarkObjectNo.ShapeNote
FB3Stepped structural member/profile1stepped upper edge with sloping lower edgeOnly a partial portion of the detail is visible in this crop.
Reinforcement bars14circular bar ends along two parallel sloping linesBars are shown in red; one lower bar end at the left edge is partial.

Measurements · 1

MeasurementValueApplies to
SCALE1 : 25DETAIL OF FB3

Labels

SUPPORTSPANDETAIL OF FB3SCALE = 1 : 25E LEVEL (partial)C/C (partial)

openai/gpt-5.6-terra-pro · 13182 tokens · 22.4s

crop · 2618 × 1825

p01_r19 foundation of lift

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r19_foundation_of_lift
Original
p01_r19 foundation of lift
{
  "view": "Section",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Top is identified by the callout “TOP OF PILE CAP EL (-) 0.600 M”."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Three pile heads are visible below the pile cap; lower pile lengths are broken/cropped."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only portions on either side of the central vertical member are shown."
    },
    {
      "name": "central vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Extends upward from the pile cap and is shown with a vertical break."
    },
    {
      "name": "P.C.C. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C.",
      "count": 2,
      "note": "One 100 THK. P.C.C. callout occurs near the tie beam and one occurs below the pile cap."
    },
    {
      "name": "B.F.S. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "B.F.S.",
      "count": 2,
      "note": "75 THK. B.F.S. is called out above and below the pile-cap region."
    },
    {
      "name": "pile-cap reinforcement",
      "tag": "",
      "shape": "reinforcing bars",
      "material": "",
      "count": null,
      "note": "Top, bottom, side, and shear reinforcement callouts are shown."
    },
    {
      "name": "binding steel",
      "tag": "",
      "shape": "wire ties",
      "material": "steel",
      "count": null,
      "note": "Called out around pile bar."
    },
    {
      "name": "chair",
      "tag": "",
      "shape": "bar support",
      "material": "",
      "count": 1,
      "note": "Shown at the left side of the pile-cap reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "Top of pile cap elevation",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "upper left layered construction"
    },
    {
      "label": "Dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "vertical distance at left of pile cap"
    },
    {
      "label": "Dimension",
      "value": "75",
      "unit": "",
      "appliesTo": "upper left layered construction"
    },
    {
      "label": "Dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "vertical distance beside chair"
    },
    {
      "label": "Dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "upper right layered construction"
    },
    {
      "label": "Typical spacing",
      "value": "300",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "lower left layered construction"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "lower left layered construction"
    },
    {
      "label": "Dimension",
      "value": "75",
      "unit": "",
      "appliesTo": "lower left layered construction"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "P.C.C. layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "B.F.S. layer"
    },
    {
      "label": "Shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Tie beam reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "Side reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "TOP OF PILE CAP EL (-) 0.600 M",
    "100 THK. P.C.C",
    "6L - Y10 @ 130 C/C SHEAR REINF.",
    "CHAIR PROVIDED",
    "5-Y12",
    "Y12 @150C/C",
    "TIE BEAM",
    "Y12@150 C/C",
    "75 THK. B.F.S",
    "BINDING STEEL AROUND PILE BAR",
    "Y12@150 C/C SIDE REINF.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "Y12@150 C/C",
    "5-Y16 AT BOT."
  ],
  "labels": [
    "E.G.L.",
    "CUT OFF LVL.",
    "SECTION AT : XX",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows Section at XX through a pile cap supported on three visible piles, with a central vertical member extending upward and tie-beam portions at either side. It documents pile-cap elevation, surrounding P.C.C. and B.F.S. layers, pile cut-off level, and reinforcement arrangement including shear, top, bottom, and side reinforcement."
}

p01_r19 foundation of lift

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r19_foundation_of_lift

Section9 objects · 19 measurements · 15 notes · 4 labels

This crop shows Section at XX through a pile cap supported on three visible piles, with a central vertical member extending upward and tie-beam portions at either side. It documents pile-cap elevation, surrounding P.C.C. and B.F.S. layers, pile cut-off level, and reinforcement arrangement including shear, top, bottom, and side reinforcement.

Objects · 9

ObjectNo.ShapeMaterialNote
pile cap1rectangularTop is identified by the callout “TOP OF PILE CAP EL (-) 0.600 M”.
pile3circularThree pile heads are visible below the pile cap; lower pile lengths are broken/cropped.
tie beamrectangularOnly portions on either side of the central vertical member are shown.
central vertical member1rectangularExtends upward from the pile cap and is shown with a vertical break.
P.C.C. layer2rectangular layerP.C.C.One 100 THK. P.C.C. callout occurs near the tie beam and one occurs below the pile cap.
B.F.S. layer2rectangular layerB.F.S.75 THK. B.F.S. is called out above and below the pile-cap region.
pile-cap reinforcementreinforcing barsTop, bottom, side, and shear reinforcement callouts are shown.
binding steelwire tiessteelCalled out around pile bar.
chair1bar supportShown at the left side of the pile-cap reinforcement.

Measurements · 19

MeasurementValueUnitApplies to
Top of pile cap elevation(-) 0.600Mpile cap
Dimension100upper left layered construction
Dimension1500vertical distance at left of pile cap
Dimension75upper left layered construction
Dimension1000vertical distance beside chair
Dimension500upper right layered construction
Typical spacing300pile cap reinforcement
Dimension100lower left layered construction
Dimension100lower left layered construction
Dimension75lower left layered construction
P.C.C. thickness100P.C.C. layer
B.F.S. thickness75B.F.S. layer
Shear reinforcement6L - Y10 @ 130 C/Cpile cap
Top reinforcement5-Y12pile cap
Reinforcement spacingY12 @150 C/Cpile cap
Tie beam reinforcement spacingY12@150 C/Ctie beam
Side reinforcement spacingY12@150 C/Cpile cap
Bottom reinforcement5-Y16pile cap
Scale1 : 25section

Labels

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

Notes

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

openai/gpt-5.6-terra-pro · 26815 tokens · 33.3s

crop · 3758 × 1159

p01_r20 reinforcement schedule for tie beams

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r20_reinforcement_schedule_for_tie_beams
Original
p01_r20 reinforcement schedule for tie beams
{
  "view": "Schedule",
  "objects": [
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "floor beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Size (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Size (D)",
      "value": "400",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Size (B)",
      "value": "300",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Size (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Support top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    }
  ],
  "notes": [],
  "labels": [
    "SCHEDULE OF FLOOR BEAMS",
    "BEAM MKD.",
    "SIZE (MM)",
    "(B)",
    "(D)",
    "REINFORCEMENT",
    "SUPPORT",
    "SPAN",
    "TOP",
    "BOTTOM",
    "STIRRUP",
    "SCHEDULE OF SLAB",
    "TYPICAL DUCTILE DET... partial",
    "BEAM COLUMN JUNC... partial",
    "F",
    "G",
    "A"
  ],
  "description": "This crop principally shows the Schedule of Floor Beams for beam marks FB1 through FB5. It provides rectangular beam sizes and support, span, and stirrup reinforcement; the lower edge also contains only the title portion of a Schedule of Slab, with a partial adjacent ductile beam-column junction detail."
}

p01_r20 reinforcement schedule for tie beams

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r20_reinforcement_schedule_for_tie_beams

Schedule5 objects · 35 measurements · 17 labels

This crop principally shows the Schedule of Floor Beams for beam marks FB1 through FB5. It provides rectangular beam sizes and support, span, and stirrup reinforcement; the lower edge also contains only the title portion of a Schedule of Slab, with a partial adjacent ductile beam-column junction detail.

Objects · 5

MarkObjectShapeMaterial
FB1floor beamrectangularreinforced concrete
FB2floor beamrectangularreinforced concrete
FB3floor beamrectangularreinforced concrete
FB4floor beamrectangularreinforced concrete
FB5floor beamrectangularreinforced concrete

Measurements · 35

MeasurementValueUnitApplies to
Size (B)250MMFB1
Size (D)450MMFB1
Support top reinforcement2-Y16FB1
Support bottom reinforcement2-Y16FB1
Span top reinforcement2-Y16FB1
Span bottom reinforcement2-Y16FB1
Stirrup2L-Y8 @ 150 C/CFB1
Size (B)250MMFB2
Size (D)450MMFB2
Support top reinforcement2-Y16 +2-Y16FB2
Support bottom reinforcement2-Y16FB2
Span top reinforcement2-Y16FB2
Span bottom reinforcement2-Y16 +2-Y16FB2
Stirrup2L-Y8 @ 150 C/CFB2
Size (B)250MMFB3
Size (D)450MMFB3
Support top reinforcement2-Y16 +2-Y16FB3
Support bottom reinforcement2-Y16FB3
Span top reinforcement2-Y16FB3
Span bottom reinforcement2-Y16FB3
Stirrup2L-Y8 @ 150 C/CFB3
Size (B)250MMFB4
Size (D)400MMFB4
Support top reinforcement2-Y16FB4
Support bottom reinforcement2-Y16FB4
Span top reinforcement2-Y16FB4
Span bottom reinforcement2-Y16FB4
Stirrup2L-Y8 @ 150 C/CFB4
Size (B)300MMFB5
Size (D)450MMFB5
Support top reinforcement4-Y16FB5
Support bottom reinforcement4-Y16FB5
Span top reinforcement4-Y16FB5
Span bottom reinforcement4-Y16FB5
Stirrup2L-Y8 @ 150 C/CFB5

Labels

SCHEDULE OF FLOOR BEAMSBEAM MKD.SIZE (MM)(B)(D)REINFORCEMENTSUPPORTSPANTOPBOTTOMSTIRRUPSCHEDULE OF SLABTYPICAL DUCTILE DET... partialBEAM COLUMN JUNC... partialFGA

openai/gpt-5.6-terra-pro · 20750 tokens · 24.0s

crop · 2719 × 2194

p01_r21 certificate of architect engineers

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r21_certificate_of_architect_engineers
Original
p01_r21 certificate of architect engineers
{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "CERTIFIED THAT I HAVE GONE THROUGH THE WEST BENGAL MUNICIPAL (BUILDING) RULES, 2007, AND ALSO UNDERTAKE TO ABIDE BY THOSE RULES DURING AND AFTER THE CONSTRUCTION OF THE BUILDING."
  ],
  "labels": [
    "SIGNATURE OF STRUCTURAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "STRUCTURAL ENGINEER [ ESE / I /144 . K. M. C. ].",
    "SIGNATURE OF GEOTECHNICAL ENGINEER",
    "MR. RUPAK KUMAR BANERJEE,",
    "GEOTECHNICAL ENGINEER [ GT / I /3 . K. M. C. ].",
    "CERTIFICATE OF OWNER",
    "F",
    "G",
    "H"
  ],
  "description": "This crop is a notes/signature portion of a building drawing sheet. It contains signature headings for the structural and geotechnical engineers and an owner certificate regarding compliance with the West Bengal Municipal (Building) Rules, 2007; no constructional items or take-off quantities are shown."
}

p01_r21 certificate of architect engineers

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r21_certificate_of_architect_engineers

Notes1 note · 10 labels

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

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

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

Notes

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

openai/gpt-5.6-terra-pro · 18508 tokens · 7.7s

crop · 2368 × 3940

p01_r22 framing plan of third floor beams

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r22_framing_plan_of_third_floor_beams
Original
p01_r22 framing plan of third floor beams
{
  "view": "Schedule",
  "objects": [
    {
      "name": "scheduled member",
      "tag": "FB3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only a partial row of an upper schedule is visible."
    },
    {
      "name": "scheduled member",
      "tag": "FB4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only a partial row of an upper schedule is visible."
    },
    {
      "name": "scheduled member",
      "tag": "FB5",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Only a partial row of an upper schedule is visible."
    },
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      "name": "slab panel",
      "tag": "S1",
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      "material": "",
      "count": null,
      "note": "Scheduled slab panel."
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    {
      "name": "slab panel",
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      "shape": "",
      "material": "",
      "count": null,
      "note": "Scheduled slab panel."
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    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Scheduled slab panel."
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      "name": "slab panel",
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      "material": "",
      "count": null,
      "note": "Scheduled slab panel."
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    {
      "name": "pile cap",
      "tag": "2P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled pile cap."
    },
    {
      "name": "pile cap",
      "tag": "3P",
      "shape": "",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Size noted as AS/DRG."
    },
    {
      "name": "pile cap",
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      "shape": "square",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled pile cap."
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    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled pile cap."
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Scheduled pile cap."
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    {
      "name": "pile",
      "tag": "P-3",
      "shape": "circular",
      "material": "concrete, grade M25",
      "count": 3,
      "note": "Three P-3 pile symbols are visible in the partial plan at the bottom of the crop."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "One additional pile symbol is partially cut off at the right edge of the partial plan."
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  ],
  "measurements": [
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      "label": "FB3",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB4",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
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      "label": "FB4",
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      "unit": "",
      "appliesTo": "FB5"
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      "unit": "MM",
      "appliesTo": "S1"
    },
    {
      "label": "top reinforcement at support",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "bottom reinforcement at support",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "thickness",
      "value": "150",
      "unit": "MM",
      "appliesTo": "S2"
    },
    {
      "label": "top reinforcement at support",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "bottom reinforcement at support",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S3"
    },
    {
      "label": "top reinforcement at support",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "bottom reinforcement at support",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S4"
    },
    {
      "label": "top reinforcement at support",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "bottom reinforcement at support",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "size",
      "value": "2100 X 750",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "reinforcement in shorter direction",
      "value": "4L-Y10 @ 150 C/C",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "reinforcement in shorter direction (top)",
      "value": "Y10 @ 130 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "reinforcement in shorter direction (bottom)",
      "value": "Y10 @ 130 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "size",
      "value": "2100 X 2100",
      "unit": "",
      "appliesTo": "4P"
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    {
      "label": "depth",
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      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "reinforcement in shorter direction (top)",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "reinforcement in shorter direction (bottom)",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "size",
      "value": "3450 X 2100",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "6P"
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    {
      "label": "reinforcement in shorter direction (top)",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "reinforcement in shorter direction (bottom)",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "size",
      "value": "3450 X 3088",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "reinforcement in shorter direction (top)",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "reinforcement in shorter direction (bottom)",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "reinforcement in longer direction (top)",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "reinforcement in longer direction (bottom)",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "pile diameter",
      "value": "450 Ø",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "termination level",
      "value": "-18.000M.",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "reinforcement",
      "value": "6 - Y16",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "capacity",
      "value": "32.50",
      "unit": "M.T.",
      "appliesTo": "P-3"
    },
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pile layout dimension",
      "value": "675",
      "unit": "",
      "appliesTo": "P-3"
    },
    {
      "label": "pile layout dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "P-3"
    }
  ],
  "notes": [
    "ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C",
    "GRADE OF CONCRETE - M25",
    "SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS",
    "GRADE OF CONCRETE - M25",
    "MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400KG/M³"
  ],
  "labels": [
    "SCHEDULE OF SLAB",
    "PANEL MKD.",
    "THICKNESS (MM)",
    "AT SUPPORT",
    "TOP",
    "BOTTOM",
    "PILE CAP SCHEDULE",
    "MKD.",
    "SIZE",
    "DEPTH",
    "REINFORCEMENT IN SHORTER DIRECTION",
    "REINFORCEMENT IN LONGER DIRECTION",
    "PILE SCHEDULE",
    "TYPE",
    "DIA OF PILE",
    "TERMINATION LEVEL",
    "REINFORCEMENT",
    "CAPACITY",
    "A",
    "C",
    "D",
    "F"
  ],
  "description": "This crop primarily shows slab, pile-cap, and pile schedules, including reinforcement, dimensions, concrete grade, and pile capacity information. A small lower portion of a foundation layout is also visible, showing grid lines and three piles tagged P-3; the overall layout is cut off."
}

p01_r22 framing plan of third floor beams

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r22_framing_plan_of_third_floor_beams

Schedule14 objects · 56 measurements · 5 notes · 22 labels

This crop primarily shows slab, pile-cap, and pile schedules, including reinforcement, dimensions, concrete grade, and pile capacity information. A small lower portion of a foundation layout is also visible, showing grid lines and three piles tagged P-3; the overall layout is cut off.

Objects · 14

MarkObjectNo.ShapeMaterialNote
FB3scheduled memberOnly a partial row of an upper schedule is visible.
FB4scheduled memberOnly a partial row of an upper schedule is visible.
FB5scheduled memberOnly a partial row of an upper schedule is visible.
S1slab panelScheduled slab panel.
S2slab panelScheduled slab panel.
S3slab panelScheduled slab panel.
S4slab panelScheduled slab panel.
2Ppile caprectangularconcrete, grade M25Scheduled pile cap.
3Ppile capconcrete, grade M25Size noted as AS/DRG.
4Ppile capsquareconcrete, grade M25Scheduled pile cap.
6Ppile caprectangularconcrete, grade M25Scheduled pile cap.
8Ppile caprectangularconcrete, grade M25Scheduled pile cap.
P-3pile3circularconcrete, grade M25Three P-3 pile symbols are visible in the partial plan at the bottom of the crop.
pilecircularconcrete, grade M25One additional pile symbol is partially cut off at the right edge of the partial plan.

Measurements · 56

MeasurementValueUnitApplies to
FB3250FB3
FB3450FB3
FB4250FB4
FB4400FB4
FB5300FB5
FB5450FB5
thickness125MMS1
top reinforcement at supportY8 @ 125 C/CS1
bottom reinforcement at supportY8 @ 125 C/CS1
thickness150MMS2
top reinforcement at supportY10 @ 125 C/CS2
bottom reinforcement at supportY10 @ 125 C/CS2
thickness125MMS3
top reinforcement at supportY8 @ 150 C/CS3
bottom reinforcement at supportY8 @ 150 C/CS3
thickness125MMS4
top reinforcement at supportY8 @ 150 C/CS4
bottom reinforcement at supportY8 @ 150 C/CS4
size2100 X 7502P
depth10002P
reinforcement in shorter direction4L-Y10 @ 150 C/C2P
reinforcement in longer direction (top)Y12 @ 150 C/C (TOP)2P
reinforcement in longer direction (bottom)Y12 @ 150 C/C (BOT.)2P
depth10003P
reinforcement in shorter direction (top)Y10 @ 130 C/C (TOP)3P
reinforcement in shorter direction (bottom)Y10 @ 130 C/C (BOT.)3P
reinforcement in longer direction (top)Y12 @ 150 C/C (TOP)3P
reinforcement in longer direction (bottom)Y12 @ 150 C/C (BOT.)3P
size2100 X 21004P
depth10004P
reinforcement in shorter direction (top)Y12 @ 125 C/C (TOP)4P
reinforcement in shorter direction (bottom)Y16 @ 125 C/C (BOT.)4P
reinforcement in longer direction (top)Y12 @ 125 C/C (TOP)4P
reinforcement in longer direction (bottom)Y16 @ 125 C/C (BOT.)4P
size3450 X 21006P
depth10006P
reinforcement in shorter direction (top)Y16 @ 150 C/C (TOP)6P
reinforcement in shorter direction (bottom)Y20 @ 150 C/C (BOT.)6P
reinforcement in longer direction (top)Y16 @ 150 C/C (TOP)6P
reinforcement in longer direction (bottom)Y20 @ 150 C/C (BOT.)6P
size3450 X 30888P
depth10008P
reinforcement in shorter direction (top)Y20 @ 150 C/C (TOP)8P
reinforcement in shorter direction (bottom)Y20 @ 150 C/C (BOT.)8P
reinforcement in longer direction (top)Y20 @ 150 C/C (TOP)8P
reinforcement in longer direction (bottom)Y20 @ 150 C/C (BOT.)8P
pile diameter450 ØP-3
termination level-18.000M.P-3
reinforcement6 - Y16P-3
capacity32.50M.T.P-3
grid spacing3950
grid spacing1650
grid spacing4500
grid spacing3625
pile layout dimension675P-3
pile layout dimension375P-3

Labels

SCHEDULE OF SLABPANEL MKD.THICKNESS (MM)AT SUPPORTTOPBOTTOMPILE CAP SCHEDULEMKD.SIZEDEPTHREINFORCEMENT IN SHORTER DIRECTIONREINFORCEMENT IN LONGER DIRECTIONPILE SCHEDULETYPEDIA OF PILETERMINATION LEVELREINFORCEMENTCAPACITYACDF

Notes

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

openai/gpt-5.6-terra-pro · 36488 tokens · 44.0s

crop · 2981 × 3910

p01_r23 framing plan of main roof beams

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r23_framing_plan_of_main_roof_beams
Original
p01_r23 framing plan of main roof beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular solid-filled symbols",
      "material": "",
      "count": null,
      "note": "Columns are shown at grid intersections; additional partial symbols occur in the lower cropped adjacent view."
    },
    {
      "name": "floor beam",
      "tag": "FB1",
      "shape": "linear, including angled perimeter runs",
      "material": "",
      "count": null,
      "note": "Repeated beam designation throughout the layout."
    },
    {
      "name": "floor beam",
      "tag": "FB2",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated beam designation."
    },
    {
      "name": "floor beam",
      "tag": "FB3",
      "shape": "linear, including perimeter return",
      "material": "",
      "count": null,
      "note": "Shown at the upper-right perimeter."
    },
    {
      "name": "floor beam",
      "tag": "FB4",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Short internal beam runs."
    },
    {
      "name": "floor beam",
      "tag": "FB5",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown in the right-central portion of the plan."
    },
    {
      "name": "floor slab panel",
      "tag": "SI",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": 17,
      "note": "Circular SI marks identify slab panels visible in the main layout."
    },
    {
      "name": "floor slab panel",
      "tag": "S2",
      "shape": "irregular panel",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "floor slab panel",
      "tag": "S3",
      "shape": "irregular panel",
      "material": "",
      "count": 5,
      "note": ""
    },
    {
      "name": "floor slab panel",
      "tag": "S4",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel tread lines",
      "material": "",
      "count": 1,
      "note": "Located between grid lines 3 and 4, adjacent to the LANDING BEAM label."
    },
    {
      "name": "landing beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Labelled LANDING BEAM beside the stair flight."
    }
  ],
  "measurements": [
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Grid A to C"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Grid C to D"
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Grid D to F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to G"
    },
    {
      "label": "grid spacing",
      "value": "1625",
      "unit": "",
      "appliesTo": "Grid G to right-hand extension"
    },
    {
      "label": "offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Grid F / upper-right beam alignment"
    },
    {
      "label": "grid spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "Grid I to 2"
    },
    {
      "label": "grid spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "Grid 2 to 3"
    },
    {
      "label": "grid spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "Grid 3 to 4"
    },
    {
      "label": "grid spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "Grid 4 to 6"
    },
    {
      "label": "grid spacing",
      "value": "4125",
      "unit": "",
      "appliesTo": "Grid 6 to 9"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "Right-hand upper perimeter"
    },
    {
      "label": "vertical dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": "Right-hand perimeter"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Right-hand perimeter projection"
    },
    {
      "label": "offset",
      "value": "225",
      "unit": "",
      "appliesTo": "Right-hand perimeter projection"
    },
    {
      "label": "horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "Stair/landing area"
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "Stair/landing area"
    },
    {
      "label": "vertical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5 area"
    },
    {
      "label": "vertical dimension",
      "value": "370",
      "unit": "",
      "appliesTo": "FB5 area"
    },
    {
      "label": "diagonal dimension",
      "value": "257",
      "unit": "",
      "appliesTo": "Angled FB1 run; final character is unclear"
    },
    {
      "label": "diagonal dimension",
      "value": "1727",
      "unit": "",
      "appliesTo": "Angled lower-right layout"
    },
    {
      "label": "diagonal dimension",
      "value": "4145",
      "unit": "",
      "appliesTo": "Angled lower-right layout"
    },
    {
      "label": "diagonal dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "Angled lower-right layout"
    },
    {
      "label": "diagonal dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "Angled lower-right layout"
    },
    {
      "label": "grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "Grid A to B"
    },
    {
      "label": "grid spacing",
      "value": "4290",
      "unit": "",
      "appliesTo": "Grid B to E"
    },
    {
      "label": "grid spacing",
      "value": "2235",
      "unit": "",
      "appliesTo": "Grid E to F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Grid F to G"
    },
    {
      "label": "elevation",
      "value": "(+) 10.200",
      "unit": "M",
      "appliesTo": "TOP OF BEAM"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "Drawing scale"
    },
    {
      "label": "grid spacing",
      "value": "4005",
      "unit": "",
      "appliesTo": "Partial lower adjacent view"
    },
    {
      "label": "vertical dimension",
      "value": "4703",
      "unit": "",
      "appliesTo": "Partial lower adjacent view"
    },
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Partial lower adjacent view, Grid A to C"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "Partial lower adjacent view, Grid C to D"
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "Partial lower adjacent view, Grid D to F"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "Partial lower adjacent view, Grid F to G"
    }
  ],
  "notes": [],
  "labels": [
    "3RD FLOOR BEAM LAYOUT",
    "TOP OF BEAM (+) 10.200M",
    "SCALE - 1:100",
    "LANDING BEAM",
    "N",
    "GATE",
    "A",
    "B",
    "C",
    "D",
    "E",
    "F",
    "G",
    "B'",
    "E'",
    "F'",
    "G'",
    "I",
    "2",
    "3",
    "4",
    "6",
    "9",
    "9'",
    "SPAN",
    "BOTTOM",
    "2L-Y8 @ 150 C/C",
    "Y8 @ 125 C/C",
    "Y10 @ 125 C/C",
    "Y8 @ 150 C/C"
  ],
  "description": "This crop principally shows the 3RD FLOOR BEAM LAYOUT plan at TOP OF BEAM (+) 10.200M. It documents a gridded floor framing arrangement with beams identified FB1 through FB5, slab-panel marks SI through S4, columns, a stair flight and a landing beam. A partial adjacent drawing and cropped reinforcement/table text are also visible at the left and lower edges."
}

p01_r23 framing plan of main roof beams

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r23_framing_plan_of_main_roof_beams

Plan12 objects · 36 measurements · 30 labels

This crop principally shows the 3RD FLOOR BEAM LAYOUT plan at TOP OF BEAM (+) 10.200M. It documents a gridded floor framing arrangement with beams identified FB1 through FB5, slab-panel marks SI through S4, columns, a stair flight and a landing beam. A partial adjacent drawing and cropped reinforcement/table text are also visible at the left and lower edges.

Objects · 12

MarkObjectNo.ShapeNote
columnrectangular solid-filled symbolsColumns are shown at grid intersections; additional partial symbols occur in the lower cropped adjacent view.
FB1floor beamlinear, including angled perimeter runsRepeated beam designation throughout the layout.
FB2floor beamlinearRepeated beam designation.
FB3floor beamlinear, including perimeter returnShown at the upper-right perimeter.
FB4floor beamlinearShort internal beam runs.
FB5floor beamlinearShown in the right-central portion of the plan.
SIfloor slab panel17rectangular and irregular panelsCircular SI marks identify slab panels visible in the main layout.
S2floor slab panel1irregular panel
S3floor slab panel5irregular panel
S4floor slab panel3rectangular and irregular panels
stair flight1rectangular flight with parallel tread linesLocated between grid lines 3 and 4, adjacent to the LANDING BEAM label.
landing beam1linearLabelled LANDING BEAM beside the stair flight.

Measurements · 36

MeasurementValueUnitApplies to
grid spacing3950Grid A to C
grid spacing1650Grid C to D
grid spacing4500Grid D to F
grid spacing3625Grid F to G
grid spacing1625Grid G to right-hand extension
offset225Grid F / upper-right beam alignment
grid spacing3400Grid I to 2
grid spacing1950Grid 2 to 3
grid spacing2650Grid 3 to 4
grid spacing2965Grid 4 to 6
grid spacing4125Grid 6 to 9
vertical dimension3215Right-hand upper perimeter
vertical dimension2235Right-hand perimeter
horizontal dimension1400Right-hand perimeter projection
offset225Right-hand perimeter projection
horizontal dimension740Stair/landing area
horizontal dimension1400Stair/landing area
vertical dimension300FB5 area
vertical dimension370FB5 area
diagonal dimension257Angled FB1 run; final character is unclear
diagonal dimension1727Angled lower-right layout
diagonal dimension4145Angled lower-right layout
diagonal dimension2554Angled lower-right layout
diagonal dimension4903Angled lower-right layout
grid spacing3575Grid A to B
grid spacing4290Grid B to E
grid spacing2235Grid E to F
grid spacing3625Grid F to G
elevation(+) 10.200MTOP OF BEAM
scale1:100Drawing scale
grid spacing4005Partial lower adjacent view
vertical dimension4703Partial lower adjacent view
grid spacing3950Partial lower adjacent view, Grid A to C
grid spacing1650Partial lower adjacent view, Grid C to D
grid spacing4500Partial lower adjacent view, Grid D to F
grid spacing3625Partial lower adjacent view, Grid F to G

Labels

3RD FLOOR BEAM LAYOUTTOP OF BEAM (+) 10.200MSCALE - 1:100LANDING BEAMNGATEABCDEFGB'E'F'G'I234699'SPANBOTTOM2L-Y8 @ 150 C/CY8 @ 125 C/CY10 @ 125 C/CY8 @ 150 C/C

openai/gpt-5.6-terra-pro · 34962 tokens · 49.6s

crop · 3561 × 3683

p01_r24 scr roof beam layout

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r24_scr_roof_beam_layout
Original
p01_r24 scr roof beam layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "FB1",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam designation throughout both visible layouts."
    },
    {
      "name": "beam",
      "tag": "FB2",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Visible at the upper and stair/landing portions of the roof beam layout."
    },
    {
      "name": "beam",
      "tag": "FB3",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Visible in the left-hand partial beam layout."
    },
    {
      "name": "beam",
      "tag": "FB4",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Visible adjacent to the stair opening in the roof beam layout."
    },
    {
      "name": "beam",
      "tag": "FB5",
      "shape": "linear rectangular",
      "material": "",
      "count": null,
      "note": "Visible in both layouts."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "linear rectangular",
      "material": "",
      "count": 1,
      "note": "Callout points to the stair landing beam in the roof beam layout."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular flight with parallel treads",
      "material": "",
      "count": 1,
      "note": "Visible between grid lines 3 and 4 in the roof beam layout."
    },
    {
      "name": "slab panel",
      "tag": "SI",
      "shape": "rectangular and irregular panels",
      "material": "",
      "count": null,
      "note": "Repeated slab/panel mark in both visible layouts."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular panel",
      "material": "",
      "count": null,
      "note": "Visible in both layouts."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "irregular/triangular panel",
      "material": "",
      "count": null,
      "note": "Visible in the left-hand partial layout."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular panel",
      "material": "",
      "count": null,
      "note": "Visible adjacent to the stair/landing areas."
    },
    {
      "name": "column/support symbol",
      "tag": "",
      "shape": "solid square",
      "material": "",
      "count": null,
      "note": "Repeated solid square symbols occur at beam intersections; no member tag is printed."
    },
    {
      "name": "gate",
      "tag": "",
      "shape": "splayed linear outline",
      "material": "",
      "count": 1,
      "note": "Only a partial gate is visible in the lower partial drawing."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2371",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1300",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "370",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "251",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "angled dimension",
      "value": "1727",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "4143",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair/landing horizontal dimension",
      "value": "740",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "stair/landing horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "257",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "angled dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "4290",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "2235",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "(+) 10.200M",
      "unit": "",
      "appliesTo": "partial left-hand beam layout title"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "partial left-hand beam layout"
    },
    {
      "label": "elevation",
      "value": "(+) 13.800M",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "ROOF BEAM LAYOUT"
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "lower partial drawing"
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "lower partial drawing"
    },
    {
      "label": "vertical dimension",
      "value": "4063",
      "unit": "",
      "appliesTo": "lower partial drawing"
    },
    {
      "label": "horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "lower partial roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "lower partial roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "lower partial roof beam layout"
    },
    {
      "label": "horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "lower partial roof beam layout"
    }
  ],
  "notes": [
    "TYPICAL SECTIONAL DETAILS OF STAIR",
    "NOT TO SCALE",
    "SECTION: Z-Z",
    "HALF LANDING BEAM"
  ],
  "labels": [
    "ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 13.800M",
    "SCALE - 1:100",
    "GATE",
    "N",
    "Z",
    "Y8 @",
    "A",
    "B",
    "B'",
    "C",
    "D",
    "E",
    "E'",
    "F",
    "F'",
    "G",
    "G'",
    "I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "9'"
  ],
  "description": "The crop primarily shows a roof beam layout plan at top of beam (+) 13.800M, with FB1 through FB5 beam designations, slab-panel marks, support symbols, and a stair flight with landing beam. A left-hand beam layout at elevation (+) 10.200M is only partially visible, and further partial plan content appears along the bottom edge, including a gate outline."
}

p01_r24 scr roof beam layout

done

mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r24_scr_roof_beam_layout

Plan13 objects · 48 measurements · 4 notes · 29 labels

The crop primarily shows a roof beam layout plan at top of beam (+) 13.800M, with FB1 through FB5 beam designations, slab-panel marks, support symbols, and a stair flight with landing beam. A left-hand beam layout at elevation (+) 10.200M is only partially visible, and further partial plan content appears along the bottom edge, including a gate outline.

Objects · 13

MarkObjectNo.ShapeNote
FB1beamlinear rectangularRepeated beam designation throughout both visible layouts.
FB2beamlinear rectangularVisible at the upper and stair/landing portions of the roof beam layout.
FB3beamlinear rectangularVisible in the left-hand partial beam layout.
FB4beamlinear rectangularVisible adjacent to the stair opening in the roof beam layout.
FB5beamlinear rectangularVisible in both layouts.
half landing beam1linear rectangularCallout points to the stair landing beam in the roof beam layout.
stair flight1rectangular flight with parallel treadsVisible between grid lines 3 and 4 in the roof beam layout.
SIslab panelrectangular and irregular panelsRepeated slab/panel mark in both visible layouts.
S2slab panelrectangular panelVisible in both layouts.
S3slab panelirregular/triangular panelVisible in the left-hand partial layout.
S4slab panelrectangular panelVisible adjacent to the stair/landing areas.
column/support symbolsolid squareRepeated solid square symbols occur at beam intersections; no member tag is printed.
gate1splayed linear outlineOnly a partial gate is visible in the lower partial drawing.

Measurements · 48

MeasurementValueApplies to
horizontal dimension4500
horizontal dimension3625
horizontal dimension1625
horizontal dimension225
vertical dimension3215
vertical dimension225
vertical dimension5350
vertical dimension4123
vertical dimension2057
vertical dimension2371
vertical dimension1300
vertical dimension370
horizontal dimension1400
horizontal dimension225
angled dimension251FB1
angled dimension1727
angled dimension4143
angled dimension2554
horizontal dimension2235
horizontal dimension3625
horizontal dimension3950
horizontal dimension1650
horizontal dimension4500
horizontal dimension225
vertical dimension3400
vertical dimension1950
vertical dimension2650
vertical dimension2965
vertical dimension4125
stair/landing horizontal dimension740
stair/landing horizontal dimension1400
angled dimension2554
angled dimension257
angled dimension4903
horizontal dimension3575
horizontal dimension4290
horizontal dimension2235
elevation(+) 10.200Mpartial left-hand beam layout title
scale1:100partial left-hand beam layout
elevation(+) 13.800MROOF BEAM LAYOUT
scale1:100ROOF BEAM LAYOUT
horizontal dimension4500lower partial drawing
horizontal dimension3625lower partial drawing
vertical dimension4063lower partial drawing
horizontal dimension3950lower partial roof beam layout
horizontal dimension1650lower partial roof beam layout
horizontal dimension4500lower partial roof beam layout
horizontal dimension3625lower partial roof beam layout

Labels

ROOF BEAM LAYOUTTOP OF BEAM (+) 13.800MSCALE - 1:100GATENZY8 @ABB'CDEE'FF'GG'I1234567899'

Notes

  • TYPICAL SECTIONAL DETAILS OF STAIR
  • NOT TO SCALE
  • SECTION: Z-Z
  • HALF LANDING BEAM

openai/gpt-5.6-terra-pro · 37001 tokens · 55.0s

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

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

20 items from 599 readings · 20 new.

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

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

Beamsuperstructure×81 · rectangular · reinforced concretep143 crops
Beam

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

marksFB1FB2FB3FB4FB5B16FB1, FB2B13FBI

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

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

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

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

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

marksSIS2S3S4S1

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

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

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

Columnsubstructure×321 · square · reinforced concretep134 crops
Column

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

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

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

also calledfoundation/pile symbolpilesreinforced concrete pilepile symbolscircular pile symbols

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

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

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

marksTB1TB2TB3TB1, TB2, TB38-P

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

also calledfooting beamfoundation beam detailfoundation beam membersfoundation/block symbol

marksFB4FB5FB1, FB2, FB3, FB5FB1FB2FB3

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

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

marksY8FB2FB3Y8@150 C/C

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

also calledstair and half landingStair

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

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

marksB.F.S

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

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

marksP.C.C.P.C.C

Cover Blockancillaryrectangularp14 crops
Cover Block

also calledcover blocks

marksCOVER BLOCK @900 C/C

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

also calledupstand beam at intermediate levelup stand beam

marksB15

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

also calledchair

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

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

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

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

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

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

substructure5

superstructure5

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

reinforcement system4

envelope1

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

external works1

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

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

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

3093 points ready to index.

0points stored3,093points ready86crops20items0tokens embedded

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