Reinforcement Bar

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam longitudinal reinforcement detail",
      "tag": "L1",
      "shape": "rectangular longitudinal profile",
      "material": "",
      "count": 1,
      "note": "Only a cropped portion of the member and its reinforcement is visible."
    },
    {
      "name": "distribution bar",
      "tag": "",
      "shape": "straight bar shown in longitudinal profile",
      "material": "",
      "count": null,
      "note": "Called out as DISTRIBUTION BAR."
    },
    {
      "name": "bent reinforcement bar",
      "tag": "",
      "shape": "U-shaped",
      "material": "",
      "count": 1,
      "note": "Shown at the vertical centerline in the longitudinal detail."
    },
    {
      "name": "beam cross-section",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "beam cross-section",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "beam cross-section",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Support and span reinforcement sections are shown."
    },
    {
      "name": "beam cross-section",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three partial 250 by 450 sections are visible at the right edge; their detail titles are cropped."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "",
      "shape": "circular in section",
      "material": "",
      "count": null,
      "note": "Y16 bar callouts are shown in the beam sections."
    },
    {
      "name": "stirrup reinforcement",
      "tag": "",
      "shape": "rectangular closed tie",
      "material": "",
      "count": null,
      "note": "Called out as Y8@150 C/C in the complete sections."
    }
  ],
  "measurements": [
    {
      "label": "member length",
      "value": "L1",
      "unit": "",
      "appliesTo": "L1"
    },
    {
      "label": "length",
      "value": "0.3L1",
      "unit": "",
      "appliesTo": "beam longitudinal reinforcement detail"
    },
    {
      "label": "length",
      "value": "0.15L1",
      "unit": "",
      "appliesTo": "beam longitudinal reinforcement detail"
    },
    {
      "label": "length",
      "value": "0.25L1",
      "unit": "",
      "appliesTo": "beam longitudinal reinforcement detail"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB1 support"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB1 span"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB1"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.) +2−Y16(EX.TOP)",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB2 support"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.) +2−Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB2 span"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB2"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB3 support"
    },
    {
      "label": "section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "top longitudinal reinforcement",
      "value": "2−Y16(ALTh.)",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "bottom longitudinal reinforcement",
      "value": "2−Y16(ALTh.) +1−Y16(EX.BOT.)",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "stirrup reinforcement spacing",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "TB3 span"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB3"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "partial right-hand beam section, upper"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "partial right-hand beam section, upper"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "partial right-hand beam section, middle"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "partial right-hand beam section, middle"
    },
    {
      "label": "section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "partial right-hand beam section, lower"
    },
    {
      "label": "section width",
      "value": "250",
      "unit": "",
      "appliesTo": "partial right-hand beam section, lower"
    }
  ],
  "notes": [
    "DISTRIBUTION BAR",
    "[partial] AM BAR",
    "[partial] INT(IN ROOF)",
    "(db = DIA. OF BAR)"
  ],
  "labels": [
    "SUPPORT",
    "SPAN",
    "DETAIL OF TB1",
    "SCALE = 1 : 25",
    "DETAIL OF TB2",
    "DETAIL OF TB3",
    "TYP [partial]"
  ],
  "description": "This crop shows a partial longitudinal beam reinforcement/anchorage detail, including a distribution-bar callout and dimensions expressed as fractions of L1. It also documents support and span reinforcement cross-sections for TB1, TB2, and TB3, with 250 by 400 sections, plus portions of separate 250 by 450 beam-section details at the right edge."
}

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

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

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

{
  "view": "Plan",
  "objects": [
    {
      "name": "roof beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated beam tag shown in SCR, LMR, and lower cropped layouts."
    },
    {
      "name": "roof beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in lower cropped layout."
    },
    {
      "name": "roof beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in lower cropped layout."
    },
    {
      "name": "roof beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in lower cropped layouts."
    },
    {
      "name": "tie beam",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partially visible at left edge."
    },
    {
      "name": "tie beam",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Partially visible at left edge."
    },
    {
      "name": "slab",
      "tag": "S1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated slab marks shown."
    },
    {
      "name": "slab",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in lower central layout."
    },
    {
      "name": "slab",
      "tag": "S3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown in lower central layout."
    },
    {
      "name": "slab",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated slab marks shown in lower layouts."
    },
    {
      "name": "landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Marked LANDING BEAM in the lower layouts."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Parallel stair treads are shown in the lower layouts."
    },
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered trapezoidal",
      "material": "",
      "count": 1,
      "note": "Only the lower portion of the pile-cap plan is visible at upper right."
    },
    {
      "name": "reinforcement",
      "tag": "",
      "shape": "orthogonal grid",
      "material": "steel",
      "count": null,
      "note": "Red reinforcement grid shown in pile cap."
    },
    {
      "name": "circular reinforced concrete member",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Shown in Section : A - A with longitudinal bars and circular stiffener."
    }
  ],
  "measurements": [
    {
      "label": "grid spacing",
      "value": "6101",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "5575",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "SCR roof beam layout horizontal dimension",
      "value": "2025",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "LMR roof beam layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "LMR roof beam layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "pile cap plan width",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "pile cap plan overall dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "pile cap plan sloping dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "nominal steel spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "section diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "longitudinal reinforcement quantity",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "stiffener reinforcement",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "tie reinforcement spacing",
      "value": "T8@150 C/C",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "225",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "29965",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "1525",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout vertical dimension",
      "value": "1440",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "2300",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout horizontal dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "875",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "1800",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "lower layout dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "lower layout dimension",
      "value": "3578",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout dimension",
      "value": "4443",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "lower layout dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "lower layout dimension",
      "value": "740",
      "unit": "",
      "appliesTo": "landing beam"
    },
    {
      "label": "SCR top-of-beam elevation",
      "value": "(+) 16.650M",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "LMR top-of-beam elevation",
      "value": "(+) 18.800M",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "SCR layout scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "LMR layout scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "pile cap plan scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "section scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    }
  ],
  "notes": [
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "(UP STANDING)"
  ],
  "labels": [
    "SCR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 16.650M",
    "SCALE - 1:100",
    "LMR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 18.800M",
    "SCALE - 1:100",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25",
    "SECTION : A - A",
    "SCALE = 1 : 25",
    "N"
  ],
  "description": "The crop contains roof beam layout plans, including the SCR roof beam layout and LMR roof beam layout, with grid references, beam tags, slab marks, support blocks, and dimensions. It also includes a partial plan of pile cap marked 3-P and Section A-A showing a circular reinforced concrete member and its reinforcement callouts. Lower portions of additional beam layouts are cropped by the image boundary."
}

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

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

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

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

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

{
  "view": "Section",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular",
      "material": "brick",
      "count": 2,
      "note": "Shown above foundation in upper section."
    },
    {
      "name": "lift foundation / pile cap",
      "tag": "8-P",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Shown in upper foundation elevation and lower sectional detail."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in lower section at E.G.L. level."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Three piles are depicted in each of the two foundation views."
    },
    {
      "name": "plain cement concrete blinding",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C. (1:4:8)",
      "count": null,
      "note": "Shown below foundation/pile-cap concrete."
    },
    {
      "name": "brick flat soling",
      "tag": "",
      "shape": "rectangular layer",
      "material": "B.F.S",
      "count": null,
      "note": "Shown below P.C.C. layer."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "straight bars with links/stirrups",
      "material": "steel",
      "count": null,
      "note": "Reinforcement is shown for foundation, pile, tie beam, and FB4/FB5 details."
    },
    {
      "name": "footing beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Small reinforcement detail at upper left."
    },
    {
      "name": "footing beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Small reinforcement detail at left."
    },
    {
      "name": "beam",
      "tag": "B16",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only a partial detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "FB4 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 longitudinal reinforcement",
      "value": "2-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 link reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5 section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 section width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 longitudinal reinforcement",
      "value": "4-Y16(ALTh.)",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 link reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "brick wall/foundation vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "wall/pedestal width",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pedestal width",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "foundation vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "foundation depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "B.F.S thickness",
      "value": "75 THK.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pile-cap top level below E.G.L.",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile top level below pile-cap top",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile-cap thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "ground level elevation",
      "value": "EL (±) 0.000 M",
      "unit": "",
      "appliesTo": "E.G.L."
    },
    {
      "label": "top of pile cap elevation",
      "value": "EL (-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile elevation",
      "value": "EL (-) 1.500 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "bottom of pile cap elevation",
      "value": "EL (-) 1.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "tie reinforcement",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "tie reinforcement",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "8-P"
    },
    {
      "label": "pile-cap projection",
      "value": "300 TYP.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "tie beam depth",
      "value": "500",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "tie beam reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "tie beam reinforcement",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "shear reinforcement",
      "value": "6L Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "pile-cap bottom reinforcement",
      "value": "5-Y16 AT BOT.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "side reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "P.C.C. mix",
      "value": "(1:4:8)",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "section vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "section vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "section vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial beam-detail width",
      "value": "500",
      "unit": "",
      "appliesTo": "B16"
    },
    {
      "label": "partial beam-detail depth",
      "value": "300",
      "unit": "",
      "appliesTo": "B16"
    },
    {
      "label": "partial beam-detail reinforcement",
      "value": "150 C/C",
      "unit": "",
      "appliesTo": "B16"
    }
  ],
  "notes": [
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "SHEAR REINF."
  ],
  "labels": [
    "SCALE - N.T.S.",
    "DETAIL OF FB4",
    "SCALE = 1 : 25",
    "DETAIL OF FB5",
    "P.L.",
    "G.L.",
    "E.G.L",
    "TOP OF PILE CAP",
    "TOP OF PILE",
    "BOT. OF PILE CAP",
    "FOUNDATION OF LIFT",
    "TOP OF TIE BEAM AT (±)0.000M E.G.L.",
    "CUT OFF LVL.",
    "SPAN",
    "A"
  ],
  "description": "This crop shows the lift foundation on piles, including an upper elevation/section with two brick walls and a lower sectional reinforcement detail through the pile cap and tie beam. It also contains FB4 and FB5 reinforcement-section details and a partial B16 beam detail at the left edge."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "brick wall",
      "tag": "",
      "shape": "rectangular wall",
      "material": "brick",
      "count": 2,
      "note": "Two wall sections are shown above the lift foundation."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown connecting the wall foundations in the foundation section."
    },
    {
      "name": "pile cap",
      "tag": "8-P",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Pile cap is shown in the foundation elevation, Section XX, and a plan fragment."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Piles are shown beneath the foundation and as a separate reinforced pile elevation at right; total quantity cannot be determined from this crop."
    },
    {
      "name": "plain cement concrete levelling course",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C. (1:4:8)",
      "count": null,
      "note": "Shown below pile-cap and foundation work."
    },
    {
      "name": "brick flat soling",
      "tag": "",
      "shape": "rectangular layer",
      "material": "B.F.S",
      "count": null,
      "note": "Shown below the P.C.C. layer."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "bar grid",
      "material": "steel",
      "count": null,
      "note": "Y12, Y16, Y10 and Y8 reinforcement callouts are shown."
    },
    {
      "name": "pile reinforcement stiffener",
      "tag": "",
      "shape": "vertical bar",
      "material": "steel",
      "count": null,
      "note": "Called out as Y16@1500 C/C STIFFNER."
    },
    {
      "name": "foundation beam detail",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Small reinforcement detail at upper left."
    },
    {
      "name": "foundation beam detail",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Small reinforcement detail at upper left."
    }
  ],
  "measurements": [
    {
      "label": "FB4 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 longitudinal reinforcement",
      "value": "2-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB4 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "FB5 section width",
      "value": "300",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 longitudinal reinforcement",
      "value": "4-Y16(ALTH.)",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "FB5 stirrup reinforcement",
      "value": "Y8@150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "P.L. to G.L. vertical dimension",
      "value": "600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "1600",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "wall/pile width dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension at wall foundation",
      "value": "450",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "tie beam reinforcement",
      "value": "12T @ 125 mm C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "tie beam reinforcement",
      "value": "8T @ 150 mm C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "foundation depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "foundation"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "B.F.S. thickness",
      "value": "75 THK.",
      "unit": "",
      "appliesTo": "B.F.S"
    },
    {
      "label": "E.G.L. elevation",
      "value": "EL (±) 0.000 M",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "top of pile cap elevation",
      "value": "EL (-) 0.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile elevation",
      "value": "EL (-) 1.500 M",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "bottom of pile cap elevation",
      "value": "EL (-) 1.600 M",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "E.G.L. to top of pile cap",
      "value": "600",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "top of pile cap to top of pile",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "overall vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile cap/pile"
    },
    {
      "label": "cut off level vertical dimension",
      "value": "800",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile cap thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile reinforcement",
      "value": "1 - Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile stiffener spacing",
      "value": "Y16@1500 C/C",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile length, not to scale",
      "value": "7000",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile length, not to scale",
      "value": "1800",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Section XX pile cap depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Section XX P.C.C. thickness",
      "value": "100 THK.",
      "unit": "",
      "appliesTo": "P.C.C."
    },
    {
      "label": "Section XX B.F.S. thickness",
      "value": "75 THK.",
      "unit": "",
      "appliesTo": "B.F.S"
    },
    {
      "label": "pile cap reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "Y12 @150C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap reinforcement",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile reinforcement at bottom",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "typical dimension",
      "value": "300 TYP.",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Section XX vertical dimension",
      "value": "500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pile cap plan end dimensions",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap plan overall length",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap plan overall width",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap plan sloping-side dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "pile cap plan vertical dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "pile cap"
    }
  ],
  "notes": [
    "TOP OF TIE BEAM AT (±)0.000M E.G.L.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT."
  ],
  "labels": [
    "DETAIL OF FB4",
    "SCALE = 1 : 25",
    "DETAIL OF FB5",
    "BRICK WALL",
    "P.L.",
    "G.L.",
    "E.G.L.",
    "FOUNDATION OF LIFT",
    "SECTION AT : XX",
    "CUT OFF LVL.",
    "TOP OF PILE CAP",
    "TOP OF PILE",
    "BOT. OF PILE CAP",
    "SCALE - N.T.S.",
    "A",
    "X"
  ],
  "description": "The crop shows the lift foundation arrangement, including brick walls supported on a reinforced-concrete pile cap and piles, with P.C.C. and B.F.S. below. It includes Section XX through the pile cap, a partial pile-cap plan, reinforcement callouts, FB4/FB5 beam reinforcement details, and a separate pile elevation with cutoff and level information."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "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."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "slab panel",
      "tag": "S1",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Marked in the partial plan and scheduled."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in slab schedule only."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in slab schedule only."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Marked in the partial plan and scheduled."
    },
    {
      "name": "pile cap",
      "tag": "2P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "pile cap",
      "tag": "3P",
      "shape": "",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Size stated as AS/DRG."
    },
    {
      "name": "pile cap",
      "tag": "4P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Listed in pile cap schedule."
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Schedule row is partially cut off at bottom of crop."
    },
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in partial plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in partial plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in partial plan."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in partial plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Reinforcement is specified in the slab and pile cap schedules."
    }
  ],
  "measurements": [
    {
      "label": "S1 thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S1"
    },
    {
      "label": "S1 reinforcement at support, top",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "S1 reinforcement at support, bottom",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "S1 reinforcement at span, bottom",
      "value": "Y8 @ 125 C/C",
      "unit": "",
      "appliesTo": "S1"
    },
    {
      "label": "S2 thickness",
      "value": "150",
      "unit": "MM",
      "appliesTo": "S2"
    },
    {
      "label": "S2 reinforcement at support, top",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "S2 reinforcement at support, bottom",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "S2 reinforcement at span, bottom",
      "value": "Y10 @ 125 C/C",
      "unit": "",
      "appliesTo": "S2"
    },
    {
      "label": "S3 thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S3"
    },
    {
      "label": "S3 reinforcement at support, top",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "S3 reinforcement at support, bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "S3 reinforcement at span, bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S3"
    },
    {
      "label": "S4 thickness",
      "value": "125",
      "unit": "MM",
      "appliesTo": "S4"
    },
    {
      "label": "S4 reinforcement at support, top",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "S4 reinforcement at support, bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "S4 reinforcement at span, bottom",
      "value": "Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "S4"
    },
    {
      "label": "distribution reinforcement",
      "value": "Y8 @ 200 C/C",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2P size",
      "value": "2100 X 750",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P reinforcement in shorter direction",
      "value": "4L-Y10 @ 150 C/C",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P reinforcement in longer direction, top",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "2P reinforcement in longer direction, bottom",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "2P"
    },
    {
      "label": "3P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P reinforcement in shorter direction, top",
      "value": "Y10 @ 130 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P reinforcement in shorter direction, bottom",
      "value": "Y10 @ 130 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P reinforcement in longer direction, top",
      "value": "Y12 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "3P reinforcement in longer direction, bottom",
      "value": "Y12 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "3P"
    },
    {
      "label": "4P size",
      "value": "2100 X 2100",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P reinforcement in shorter direction, top",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P reinforcement in shorter direction, bottom",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P reinforcement in longer direction, top",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "4P reinforcement in longer direction, bottom",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "6P size",
      "value": "3450 X 2100",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P reinforcement in shorter direction, top",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P reinforcement in shorter direction, bottom",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P reinforcement in longer direction, top",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "6P reinforcement in longer direction, bottom",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "8P size",
      "value": "3450 X 3088",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P reinforcement in shorter direction, top",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P reinforcement in shorter direction, bottom",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P reinforcement in longer direction, top",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "8P reinforcement in longer direction, bottom",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "grid spacing A to C",
      "value": "3950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 1 to 2",
      "value": "3400",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 2 to 3",
      "value": "1950",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 3 to 4",
      "value": "2650",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing 4 to 6",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "740",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C",
    "GRADE OF CONCRETE - M25"
  ],
  "labels": [
    "SCHEDULE OF SLAB",
    "PANEL MKD.",
    "THICKNESS (MM)",
    "AT SUPPORT",
    "AT SPAN",
    "TOP",
    "BOTTOM",
    "PILE CAP SCHEDULE",
    "MKD.",
    "SIZE",
    "DEPTH",
    "REINFORCEMENT IN SHORTER DIRECTION",
    "REINFORCEMENT IN LONGER DIRECTION",
    "AS/DRG.",
    "A",
    "C",
    "1",
    "2",
    "3",
    "4",
    "6",
    "N"
  ],
  "description": "The crop primarily shows a Schedule of Slab and a Pile Cap Schedule, including slab thicknesses and reinforcement requirements and pile-cap sizes, depths, and reinforcement. At right, a partial foundation/slab plan is visible between grid lines A and C, showing FB1, FB2, FB4, slab panel marks, and a half landing beam; the plan is cropped and does not show the complete work."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered trapezoidal plan with rectangular top end",
      "material": "",
      "count": 1,
      "note": "Shown in the titled plan view."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Three dashed circular pile locations are visible within the pile cap."
    },
    {
      "name": "reinforcement bar grid",
      "tag": "",
      "shape": "orthogonal grid",
      "material": "steel",
      "count": null,
      "note": "Red reinforcement layout is shown across the pile cap; nominal Y12 bars are called out."
    },
    {
      "name": "central pedestal/column footprint",
      "tag": "",
      "shape": "rectangular with diagonal cross",
      "material": "",
      "count": 1,
      "note": "Located centrally near the upper-middle portion of the pile cap; no identifying tag is visible."
    },
    {
      "name": "roof beam layout",
      "tag": "FBI",
      "shape": "rectangular layout",
      "material": "",
      "count": 4,
      "note": "Partial lower drawing shows four FBI-labelled perimeter beams around SI."
    },
    {
      "name": "structural element",
      "tag": "SI",
      "shape": "rectangular plan area",
      "material": "",
      "count": 1,
      "note": "Shown at the centre of the partial LMR roof beam layout."
    },
    {
      "name": "circular reinforced concrete member",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Partial Section A-A shows a 450-diameter circular member with longitudinal bars, circular ties, and stiffener callout."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "",
      "shape": "circular bar locations",
      "material": "steel",
      "count": 6,
      "note": "Called out as 6-Y16 in the partial circular section."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "horizontal dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "horizontal dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "vertical dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "vertical dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "overall vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "vertical dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "sloping dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "bottom width",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "beam-layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FBI roof beam layout"
    },
    {
      "label": "beam-layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FBI roof beam layout"
    },
    {
      "label": "circular member diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "circular reinforced concrete member"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 18.800M",
      "unit": "",
      "appliesTo": "LMR roof beam layout"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION AT : XX"
    },
    {
      "label": "scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "PLAN OF PILE CAP MARKED.: 3-P"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    }
  ],
  "notes": [
    "5-Y12 AT TOP & 5-Y16 AT BOT.",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "6-Y16",
    "Y8@150 C/",
    "Y16@1500 STIFFENER"
  ],
  "labels": [
    "SECTION AT : XX",
    "SCALE = 1 : 25",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25",
    "LMR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 18.800M",
    "SCALE - 1:100",
    "SECTION : A - A",
    "C",
    "D",
    "2",
    "3",
    "FBI",
    "SI",
    "N"
  ],
  "description": "The principal drawing is a plan of pile cap marked 3-P, with a tapered pile-cap outline, three circular pile positions, dimensions, and reinforcement layout/callouts. The lower part of the crop also includes partial LMR roof beam layout and a partial circular Section A-A reinforcement detail."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered polygonal",
      "material": "",
      "count": 1,
      "note": "Plan outline has a wide rectangular upper end and tapered lower sides."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Shown as three dashed circular pile locations."
    },
    {
      "name": "central rectangular element",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Unlabelled rectangular element at the pile-cap centre, drawn with diagonal lines to its centre."
    },
    {
      "name": "reinforcement bars",
      "tag": "Y12",
      "shape": "straight orthogonal grid",
      "material": "steel",
      "count": null,
      "note": "Nominal steel shown both ways at top and bottom."
    },
    {
      "name": "reinforcement bars",
      "tag": "Y16",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Bottom reinforcement identified by callouts."
    }
  ],
  "measurements": [
    {
      "label": "top horizontal dimension, left segment",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "top horizontal dimension, central segment",
      "value": "1350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "top horizontal dimension, right segment",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "left vertical dimension, upper segment",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "left vertical dimension, lower segment",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "right vertical dimension, upper portion",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "right vertical dimension, lower portion",
      "value": "1169",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "sloping side dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "bottom horizontal dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "nominal steel spacing",
      "value": "Y12@150",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "top reinforcement quantity and bar designation",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "bottom reinforcement quantity and bar designation",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "PLAN OF PILE CAP MARKED.: 3-P"
    }
  ],
  "notes": [
    "5-Y12 AT TOP & 5-Y16 AT BOT.",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT."
  ],
  "labels": [
    "X-X",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25"
  ],
  "description": "This crop shows the plan reinforcement arrangement and outline dimensions for pile cap marked 3-P. Three circular pile locations are shown beneath the cap, together with an unlabelled central rectangular element and top-and-bottom reinforcement callouts."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "pile cap",
      "tag": "4P",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Partial schedule row visible; reinforcement is shown in two columns."
    },
    {
      "name": "pile cap",
      "tag": "6P",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Partial schedule row visible; reinforcement is shown in two columns."
    },
    {
      "name": "pile cap",
      "tag": "8P",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Partial schedule row visible; reinforcement is shown in two columns."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "concrete, grade M25",
      "count": null,
      "note": "Pile type shown symbolically in the pile schedule."
    },
    {
      "name": "pile longitudinal reinforcement bar",
      "tag": "",
      "shape": "straight",
      "material": "",
      "count": 6,
      "note": "Specified as 6 - Y16."
    },
    {
      "name": "side face reinforcement bar",
      "tag": "",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Specified as Y12 @ 150 C/C both ways."
    }
  ],
  "measurements": [
    {
      "label": "pile cap dimensions",
      "value": "2100 X 2100",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "pile cap thickness/depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "top reinforcement, first column",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "bottom reinforcement, first column",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "top reinforcement, second column",
      "value": "Y12 @ 125 C/C (TOP)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "bottom reinforcement, second column",
      "value": "Y16 @ 125 C/C (BOT.)",
      "unit": "",
      "appliesTo": "4P"
    },
    {
      "label": "pile cap dimensions",
      "value": "3450 X 2100",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "pile cap thickness/depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "top reinforcement, first column",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "bottom reinforcement, first column",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "top reinforcement, second column",
      "value": "Y16 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "bottom reinforcement, second column",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "6P"
    },
    {
      "label": "pile cap dimensions",
      "value": "3450 X 3088",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "pile cap thickness/depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "top reinforcement, first column",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "bottom reinforcement, first column",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "top reinforcement, second column",
      "value": "Y20 @ 150 C/C (TOP)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "bottom reinforcement, second column",
      "value": "Y20 @ 150 C/C (BOT.)",
      "unit": "",
      "appliesTo": "8P"
    },
    {
      "label": "side face reinforcement spacing",
      "value": "Y12 @ 150 C/C",
      "unit": "",
      "appliesTo": "side face reinforcement"
    },
    {
      "label": "minimum cement content",
      "value": "400",
      "unit": "kg/m³",
      "appliesTo": "pile concrete"
    },
    {
      "label": "pile diameter",
      "value": "450 Ø",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "termination level",
      "value": "-18.000M.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile reinforcement",
      "value": "6 - Y16",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile capacity",
      "value": "32.50",
      "unit": "M.T.",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3575",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS",
    "GRADE OF CONCRETE - M25",
    "MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400kg/m³"
  ],
  "labels": [
    "PILE SCHEDULE",
    "TYPE",
    "DIA OF PILE",
    "TERMINATION LEVEL",
    "REINFORCEMENT",
    "CAPACITY",
    "FB1",
    "SI",
    "S3",
    "6",
    "9",
    "J"
  ],
  "description": "The crop principally shows a pile schedule, together with the lower portion of a preceding, partially cropped pile-cap reinforcement schedule. The pile schedule gives the circular pile diameter, termination level, reinforcement, capacity, concrete grade, and minimum cement content. At right is only a partial adjacent layout fragment with FB1, SI, S3, and dimension annotations; the associated structure is not fully shown in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered/trapezoidal plan fragment",
      "material": "",
      "count": null,
      "note": "Only the lower portion of the pile-cap plan is visible at the top of the crop."
    },
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "orthogonal mesh",
      "material": "steel",
      "count": null,
      "note": "Callout states nominal steel at top and bottom."
    },
    {
      "name": "roof beam",
      "tag": "FB1",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Repeated throughout the SCR and LMR roof beam layouts."
    },
    {
      "name": "roof beam",
      "tag": "FB2",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Visible in the lower roof beam layout plans."
    },
    {
      "name": "roof beam",
      "tag": "FB3",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Visible in the central lower roof beam layout."
    },
    {
      "name": "roof beam",
      "tag": "FB4",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Visible in the lower roof beam layout plans."
    },
    {
      "name": "roof beam",
      "tag": "FB5",
      "shape": "linear rectangular beam plan",
      "material": "",
      "count": null,
      "note": "Visible in the central lower roof beam layout."
    },
    {
      "name": "half landing beam",
      "tag": "",
      "shape": "rectangular beam/landing framing",
      "material": "",
      "count": null,
      "note": "Shown at the stair/landing area in the lower roof beam layouts."
    },
    {
      "name": "slab panel",
      "tag": "SI",
      "shape": "rectangular and irregular plan panels",
      "material": "",
      "count": null,
      "note": "Panels are identified by circled SI marks."
    },
    {
      "name": "slab panel",
      "tag": "S2",
      "shape": "rectangular plan panel",
      "material": "",
      "count": 1,
      "note": "Visible in the central lower roof beam layout."
    },
    {
      "name": "slab panel",
      "tag": "S3",
      "shape": "rectangular plan panel",
      "material": "",
      "count": null,
      "note": "Visible in the lower roof beam layout."
    },
    {
      "name": "slab panel",
      "tag": "S4",
      "shape": "rectangular plan panel",
      "material": "",
      "count": null,
      "note": "Visible around the landing areas."
    },
    {
      "name": "support block",
      "tag": "",
      "shape": "square",
      "material": "",
      "count": null,
      "note": "Solid square blocks are shown at beam intersections and grid locations."
    },
    {
      "name": "circular reinforced member section",
      "tag": "SECTION : A - A",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Circular section shows six Y16 bars, Y8 ties, and Y16 stiffener reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "pile cap dimension",
      "value": "350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "pile cap width",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "pile cap overall depth",
      "value": "1169",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "grid spacing",
      "value": "6181",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "1237",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "offset",
      "value": "625",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "beam/grid spacing",
      "value": "3575",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "beam/grid spacing",
      "value": "2025",
      "unit": "",
      "appliesTo": "SCR roof beam layout"
    },
    {
      "label": "grid spacing",
      "value": "1650",
      "unit": "",
      "appliesTo": "LMR roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1950",
      "unit": "",
      "appliesTo": "LMR roof beam layout"
    },
    {
      "label": "section diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "reinforcement quantity and bar size",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "tie reinforcement spacing",
      "value": "Y8@150",
      "unit": "C/C",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "stiffener reinforcement spacing",
      "value": "Y16@1500",
      "unit": "C/C",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "nominal reinforcement spacing",
      "value": "Y12@150",
      "unit": "C/C",
      "appliesTo": "3-P"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 16.650M",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 18.800M",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "PLAN OF PILE CAP MARKED.: 3-P"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "SCR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1:100",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "grid spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "grid spacing",
      "value": "3625",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "grid spacing",
      "value": "1625",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "offset",
      "value": "225",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "5350",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "3400",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1125",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "2650",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "2965",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1525",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical spacing",
      "value": "1440",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "beam offset",
      "value": "1400",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "vertical dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "overall vertical dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "overall vertical dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "offset",
      "value": "257",
      "unit": "",
      "appliesTo": "lower roof beam layout"
    },
    {
      "label": "beam/grid spacing",
      "value": "625",
      "unit": "",
      "appliesTo": "lower right roof beam layout"
    },
    {
      "label": "beam/grid spacing",
      "value": "1400",
      "unit": "",
      "appliesTo": "lower right roof beam layout"
    }
  ],
  "notes": [
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "(UP STANDING)"
  ],
  "labels": [
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCR ROOF BEAM LAYOUT",
    "LMR ROOF BEAM LAYOUT",
    "SECTION : A - A",
    "TOP OF BEAM (+) 16.650M",
    "TOP OF BEAM (+) 18.800M",
    "SCALE - 1:25",
    "SCALE - 1:100",
    "SCALE = 1 : 25",
    "HALF BEAM LANDING",
    "N",
    "A",
    "B",
    "C",
    "D",
    "F",
    "G",
    "I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8"
  ],
  "description": "The crop principally shows roof beam layout plans for SCR and LMR areas, including beam marks FB1 to FB5, slab-panel marks, support blocks, grid lines, and a half-landing framing area. It also includes a partial plan of pile cap marked 3-P with nominal reinforcement notation and a circular Section A-A reinforcement detail. Lower layout plans are cropped at their edges, so they show only part of the overall framing work."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown below the tie beam with top level called out."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member at the center of the section."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Three pile shafts are visible below the pile cap, each shown with pile bars."
    },
    {
      "name": "P.C.C. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C.",
      "count": 3,
      "note": "P.C.C. layers are called out at the upper and lower portions of the section."
    },
    {
      "name": "B.F.S. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "",
      "count": 2,
      "note": "B.F.S. is shown beneath/adjacent to the P.C.C. layers."
    },
    {
      "name": "shear reinforcement",
      "tag": "6L-Y10",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out at 130 C/C."
    },
    {
      "name": "tie-beam longitudinal reinforcement",
      "tag": "5-Y12",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": 5,
      "note": "Callout points to the tie beam."
    },
    {
      "name": "tie-beam reinforcement",
      "tag": "Y12 @150 C/C",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Callout points to the tie beam."
    },
    {
      "name": "pile-cap top reinforcement",
      "tag": "Y12@150 C/C",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Callout points to the top reinforcement in the pile cap."
    },
    {
      "name": "pile-cap side reinforcement",
      "tag": "Y12@150 C/C",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out as side reinforcement."
    },
    {
      "name": "pile-cap bottom reinforcement",
      "tag": "5-Y16",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out at bottom; the callout is shown at both sides of the central tie beam."
    },
    {
      "name": "binding steel",
      "tag": "",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out around pile bars."
    },
    {
      "name": "chair",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown as provided."
    }
  ],
  "measurements": [
    {
      "label": "Top of pile cap elevation",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "upper P.C.C. layer"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "upper P.C.C. layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "upper B.F.S. layer"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "lower P.C.C. layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "lower B.F.S. layer"
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "tie beam / pile cap area"
    },
    {
      "label": "Typical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Shear reinforcement",
      "value": "6L-Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Tie-beam reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "Tie-beam reinforcement spacing",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "Pile-cap top reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Pile-cap side reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Pile-cap bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "100 THK. P.C.C",
    "TOP OF PILE CAP EL (-) 0.600 M",
    "TIE BEAM",
    "5-Y12",
    "Y12 @150 C/C",
    "Y12@150 C/C",
    "75 THK. B.F.S",
    "6L - Y10 @ 130 C/C SHEAR REINF.",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "Y12@150 C/C SIDE REINF.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "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 reinforced-concrete pile cap supported on three piles, with a central tie beam extending upward. The section documents pile cut-off level, P.C.C. and B.F.S. layers, pile-cap reinforcement, pile bars, and associated reinforcement callouts."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered trapezoidal/rectangular plan",
      "material": "",
      "count": 1,
      "note": "Plan view with a wider rectangular top end and tapered sides to a narrower bottom end."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Shown as dashed circular outlines within the pile cap."
    },
    {
      "name": "central rectangular element",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Rectangle with diagonal cross-lines at the pile-cap centre; element is not identified in the crop."
    },
    {
      "name": "reinforcement bar grid",
      "tag": "",
      "shape": "orthogonal grid",
      "material": "steel",
      "count": null,
      "note": "Nominal Y12 reinforcement shown both ways at top and bottom of pile cap."
    },
    {
      "name": "roof beam",
      "tag": "FBI",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Partially visible LMR roof beam layout shows FBI on all four sides."
    },
    {
      "name": "internal element",
      "tag": "SI",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown centrally in the partial LMR roof beam layout; element type is not stated."
    },
    {
      "name": "corner support/block",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Four solid rectangular blocks are shown at the corners of the partial LMR roof beam layout."
    },
    {
      "name": "circular member",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Partially visible in SECTION : A - A, with longitudinal bars, links and stiffener reinforcement called out."
    }
  ],
  "measurements": [
    {
      "label": "top horizontal pile-cap dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "top horizontal pile-cap dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "top horizontal pile-cap dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "left vertical pile-cap dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "left vertical pile-cap dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "right vertical pile-cap dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "right vertical pile-cap dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "sloping pile-cap side dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "bottom pile-cap width",
      "value": "750",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "side reinforcement callout",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "side reinforcement callout",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "3-P"
    },
    {
      "label": "nominal reinforcement spacing",
      "value": "Y12@150",
      "unit": "C/C",
      "appliesTo": "3-P"
    },
    {
      "label": "roof beam layout horizontal dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "FBI"
    },
    {
      "label": "roof beam layout vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "FBI"
    },
    {
      "label": "top of beam elevation",
      "value": "(+) 18.800M",
      "unit": "",
      "appliesTo": "LMR ROOF BEAM LAYOUT"
    },
    {
      "label": "circular member diameter",
      "value": "450",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "longitudinal reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "link reinforcement spacing",
      "value": "Y8@150",
      "unit": "C/C",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "stiffener reinforcement spacing",
      "value": "Y16@1500",
      "unit": "C/C",
      "appliesTo": "SECTION : A - A"
    },
    {
      "label": "partial dimension",
      "value": "625",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "5-Y12 AT TOP & 5-Y16 AT BOT.",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.",
    "STIFFENER"
  ],
  "labels": [
    "SECTION AT : XX",
    "SCALE = 1 : 25",
    "X",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25",
    "N",
    "LMR ROOF BEAM LAYOUT",
    "TOP OF BEAM (+) 18.800M",
    "SCALE - 1:100",
    "C",
    "D",
    "2",
    "3",
    "SECTION : A - A",
    "SCALE = 1 : 25"
  ],
  "description": "The principal view is the plan of pile cap marked 3-P, showing a tapered pile-cap outline, three circular pile locations, a central rectangular element, dimensions, and reinforcement layout/callouts. The lower part of the crop also includes partial adjacent drawings: an LMR roof beam layout and a circular SECTION : A - A reinforcement detail."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap",
      "tag": "3-P",
      "shape": "tapered trapezoidal/rectangular plan",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan outline shown with a wider rectangular top end and tapered sides to a 750-wide bottom end."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Shown as dashed circular pile outlines within the pile cap."
    },
    {
      "name": "central square element",
      "tag": "",
      "shape": "square with diagonal cross lines",
      "material": "",
      "count": 1,
      "note": "Unlabelled square element at the pile-cap centre; its constructional identity is not stated in this crop."
    },
    {
      "name": "reinforcement bar grid",
      "tag": "",
      "shape": "orthogonal grid",
      "material": "steel",
      "count": null,
      "note": "Reinforcement is shown both ways at top and bottom of the pile cap."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P top width chain"
    },
    {
      "label": "horizontal dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P top width chain"
    },
    {
      "label": "horizontal dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P top width chain"
    },
    {
      "label": "vertical dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P upper portion"
    },
    {
      "label": "vertical dimension",
      "value": "375",
      "unit": "",
      "appliesTo": "pile cap 3-P upper portion"
    },
    {
      "label": "vertical dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap 3-P upper portion"
    },
    {
      "label": "vertical dimension",
      "value": "1169",
      "unit": "",
      "appliesTo": "pile cap 3-P lower portion"
    },
    {
      "label": "sloping dimension",
      "value": "1350",
      "unit": "",
      "appliesTo": "pile cap 3-P sloping side"
    },
    {
      "label": "bottom width",
      "value": "750",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "top reinforcement quantity/bar size",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "bottom reinforcement quantity/bar size",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap 3-P"
    },
    {
      "label": "nominal steel bar size and spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap 3-P reinforcement both ways at top and bottom"
    },
    {
      "label": "scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "plan"
    }
  ],
  "notes": [
    "5-Y12 AT TOP & 5-Y16 AT BOT.",
    "5-Y12 AT TOP & 5-Y16 AT BOT.",
    "NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT."
  ],
  "labels": [
    "X",
    "PLAN OF PILE CAP MARKED.: 3-P",
    "SCALE - 1:25"
  ],
  "description": "This crop is a plan view of pile cap marked 3-P. It shows a tapered pile-cap outline over three circular pile locations, a central unlabelled square element, reinforcement grids, dimensions, and section indicators X-X."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "pile reinforcement detail",
      "tag": "",
      "shape": "rectangular elevation",
      "material": "",
      "count": null,
      "note": "Detail title reads THROUGH PILE; left side of pile is cropped."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-Y16",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown near top of pile detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-Y16",
      "shape": "linear",
      "material": "",
      "count": 6,
      "note": "Callout is repeated at several levels of the pile detail."
    },
    {
      "name": "stiffener reinforcement bar",
      "tag": "Y16@1500 C/C",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Labeled STIFFNER as printed."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8@150 C/C",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "cover block",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Callout reads COVER BLOCK @900 C/C."
    },
    {
      "name": "foundation/block symbol",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Visible only in the partial lower layout."
    },
    {
      "name": "foundation/block symbol",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Visible only in the partial lower layout."
    },
    {
      "name": "foundation/block symbol",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Visible only in the partial lower layout."
    }
  ],
  "measurements": [
    {
      "label": "pile detail dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile reinforcement detail"
    },
    {
      "label": "pile detail dimension",
      "value": "600",
      "unit": "",
      "appliesTo": "pile reinforcement detail"
    },
    {
      "label": "pile length",
      "value": "7000",
      "unit": "",
      "appliesTo": "pile reinforcement detail"
    },
    {
      "label": "pile length",
      "value": "18000",
      "unit": "",
      "appliesTo": "pile reinforcement detail"
    },
    {
      "label": "pile length",
      "value": "11000",
      "unit": "",
      "appliesTo": "pile reinforcement detail"
    },
    {
      "label": "pile width",
      "value": "450",
      "unit": "",
      "appliesTo": "pile reinforcement detail"
    },
    {
      "label": "stiffener spacing",
      "value": "1500",
      "unit": "C/C",
      "appliesTo": "Y16@1500 C/C"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y8@150 C/C"
    },
    {
      "label": "cover block spacing",
      "value": "900",
      "unit": "C/C",
      "appliesTo": "cover block"
    },
    {
      "label": "lower layout dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower layout dimension",
      "value": "2125",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower layout dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower layout dimension",
      "value": "4123",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower layout dimension",
      "value": "2057",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower layout dimension",
      "value": "1232",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "lower layout dimension",
      "value": "450+225",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "detail scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "THROUGH PILE"
    },
    {
      "label": "drawing scale",
      "value": "1:100, 1:25",
      "unit": "",
      "appliesTo": "title block"
    }
  ],
  "notes": [
    "CUT OFF LVL.",
    "CERTIFIED THAT THE PLAN HAS BE…",
    "ACCORDING TO THE PROVISIONS",
    "(BUILDING) RULES, 2007.",
    "CERTIFIED THAT I HAVE GONE THROU…",
    "(BUILDING) RULES, 2007, AND ALSO U…",
    "DURING AND AFTER THE CONSTRUCT…",
    "1. ALL DIMENSIONS ARE IN MILLIMETE… OTHERWISE STATED.",
    "2. ALL R.C.C. MEMBERS ARE IN M-25…",
    "3. USE Fe-550 GRADE OF STEEL CON…",
    "4. WRITTEN DIMENSIONS SHOULD BE…",
    "5. ALL FLOORS ARE WATER TIGHT.",
    "6. ALL OTHERS WORKS AS PER I.S. CO…"
  ],
  "labels": [
    "PROPOSED PARKING +",
    "BUILDING",
    "PLOT NO. - 281, SECT…",
    "CERTIFICATE OF ARCHITECT & ENGI…",
    "SIGNATURE OF STRUCTURAL ENGIN…",
    "MR. RUPAK KUMAR BANERJEE,",
    "STRUCTURAL ENGINEER | BE / I /44. K…",
    "CERTIFICATE OF OWNER",
    "SPECIFICATION OF BUILDING MATERIA…",
    "NOTES :",
    "DESIGNED BY :",
    "M K PAUL & …",
    "1st Floor, Mayur Kunjа, 186, Ram…",
    "Ph. No. - 9007308136,",
    "ARCHITECT:",
    "UTTAM KUMAR PAU…",
    "CA/89/12600",
    "SHEET SIZE: A0",
    "SHEET NO.:",
    "DRG. NO - MKPA/TECHNO/BUILDING/2…"
  ],
  "description": "The crop primarily shows a partial through-pile reinforcement detail, including longitudinal reinforcement, stiffeners, cover blocks, cut-off level, and pile length dimensions. It also contains a partial foundation/layout fragment at the bottom and the adjacent drawing title block, certificates, and general notes."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular vertical member",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in longitudinal section with break symbols; full length is not shown to scale."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular, partial",
      "material": "",
      "count": null,
      "note": "Only partial pile-cap outlines/callouts are visible at the top of the section."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "6-Y16",
      "shape": "linear vertical bars",
      "material": "steel",
      "count": 6,
      "note": "The 6-Y16 callout is repeated at several pile locations."
    },
    {
      "name": "reinforcement bars",
      "tag": "1-Y16",
      "shape": "linear bars",
      "material": "steel",
      "count": 2,
      "note": "Two separate 1-Y16 callouts are shown at the upper portion."
    },
    {
      "name": "stiffener reinforcement",
      "tag": "Y16@1500 C/C",
      "shape": "horizontal stiffeners",
      "material": "steel",
      "count": null,
      "note": "Callout is repeated along the pile."
    },
    {
      "name": "transverse reinforcement",
      "tag": "Y8@150 C/C",
      "shape": "horizontal ties",
      "material": "steel",
      "count": null,
      "note": "Shown near the lower pile portion."
    },
    {
      "name": "cover blocks",
      "tag": "",
      "shape": "small rectangular blocks",
      "material": "",
      "count": null,
      "note": "Callout states spacing at 900 C/C."
    }
  ],
  "measurements": [
    {
      "label": "E.G.L.",
      "value": "(+) 0.000",
      "unit": "M",
      "appliesTo": ""
    },
    {
      "label": "PILE CAP",
      "value": "600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "TOP OF PILE EL",
      "value": "(-) 1.500",
      "unit": "M",
      "appliesTo": "pile"
    },
    {
      "label": "PILE CAP",
      "value": "100",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical dimension",
      "value": "800",
      "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": "pile"
    },
    {
      "label": "pile width",
      "value": "450",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "reinforcement",
      "value": "1-Y16",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "reinforcement",
      "value": "1-Y16",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "longitudinal reinforcement bars"
    },
    {
      "label": "reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "longitudinal reinforcement bars"
    },
    {
      "label": "reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "longitudinal reinforcement bars"
    },
    {
      "label": "reinforcement",
      "value": "6-Y16",
      "unit": "",
      "appliesTo": "longitudinal reinforcement bars"
    },
    {
      "label": "stiffener spacing",
      "value": "Y16@1500",
      "unit": "C/C",
      "appliesTo": "stiffener reinforcement"
    },
    {
      "label": "stiffener spacing",
      "value": "Y16@1500",
      "unit": "C/C",
      "appliesTo": "stiffener reinforcement"
    },
    {
      "label": "stiffener spacing",
      "value": "Y16@1500",
      "unit": "C/C",
      "appliesTo": "stiffener reinforcement"
    },
    {
      "label": "transverse reinforcement spacing",
      "value": "Y8@150",
      "unit": "C/C",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "cover block spacing",
      "value": "@900",
      "unit": "C/C",
      "appliesTo": "cover blocks"
    },
    {
      "label": "TERMINATION LVL.",
      "value": "(-) 18.000",
      "unit": "M",
      "appliesTo": "pile"
    },
    {
      "label": "SCALE",
      "value": "I : 25",
      "unit": "",
      "appliesTo": "SECTION THROUGH PILE"
    },
    {
      "label": "dimension",
      "value": "3625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "1625",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "3215",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "E.G.L.",
    "PILE CAP",
    "TOP OF PILE EL",
    "CUT OFF LVL.",
    "TERMINATION LVL.",
    "SECTION THROUGH PILE",
    "(NOT TO SCALE)",
    "A",
    "F",
    "G",
    "FB1",
    "FB2",
    "FB3",
    "FB5",
    "S1",
    "S4",
    "I"
  ],
  "description": "This crop principally shows a longitudinal section through a reinforced-concrete pile, including pile-level callouts, pile width, longitudinal reinforcement, stiffeners, transverse reinforcement, and cover blocks. The pile is broken along its length and includes several dimensions marked “(NOT TO SCALE).” A partial, separate plan-type fragment with dimensions and labels FB1, FB2, FB3, FB5, F, G, S1, S4, and I is visible at the bottom of the crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "TB3 reinforced concrete beam reinforcement section",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown with SPAN and SUPPORT reinforcement sections."
    },
    {
      "name": "FB3 reinforced concrete beam reinforcement section",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown with a SPAN reinforcement section."
    },
    {
      "name": "stair flight",
      "tag": "",
      "shape": "stepped with sloping soffit",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section Z-Z; reinforcement is shown along the sloping flight."
    },
    {
      "name": "intermediate landing slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At INTERMEDIATE LEVEL."
    },
    {
      "name": "floor-level landing slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At FLOOR LEVEL."
    },
    {
      "name": "upstand beam",
      "tag": "B15",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At intermediate level."
    },
    {
      "name": "beam",
      "tag": "B13",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At lower landing adjacent to stair flight."
    },
    {
      "name": "beam",
      "tag": "B16",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "At floor-level landing."
    },
    {
      "name": "foundation beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated in the lower plan fragment."
    },
    {
      "name": "foundation beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Repeated in the lower plan fragment."
    },
    {
      "name": "foundation beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at stair/landing area in plan."
    },
    {
      "name": "foundation beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown at right side of lower plan fragment."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y16",
      "shape": "linear bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Beam longitudinal reinforcement, including alternate and extra bottom bars."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "linear bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Stair and landing reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8",
      "shape": "link/stirrup and linear bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Beam links and stair reinforcement."
    },
    {
      "name": "stair/landing panel",
      "tag": "S1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Tag shown repeatedly in plan."
    },
    {
      "name": "stair/landing panel",
      "tag": "S2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Tag shown in plan."
    },
    {
      "name": "stair/landing panel",
      "tag": "S4",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Tag shown adjacent to stair/landing area in plan."
    }
  ],
  "measurements": [
    {
      "label": "TB3 section depth",
      "value": "400",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 transverse reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "TB3 Y8"
    },
    {
      "label": "TB3 longitudinal reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 extra bottom reinforcement",
      "value": "+1-Y16",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 support section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "TB3 support section width",
      "value": "250",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "FB3 section depth",
      "value": "450",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 section width",
      "value": "250",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 transverse reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "FB3 Y8"
    },
    {
      "label": "FB3 longitudinal reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "FB3 extra top reinforcement",
      "value": "+2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "intermediate-level horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "intermediate landing"
    },
    {
      "label": "intermediate-level horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "intermediate landing"
    },
    {
      "label": "B15 depth",
      "value": "450",
      "unit": "",
      "appliesTo": "B15"
    },
    {
      "label": "intermediate landing/slab thickness",
      "value": "150",
      "unit": "",
      "appliesTo": "intermediate landing"
    },
    {
      "label": "stair reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y12"
    },
    {
      "label": "stair reinforcement spacing",
      "value": "150",
      "unit": "C/C",
      "appliesTo": "Y8"
    },
    {
      "label": "stair dimension",
      "value": "150",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "stair dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "stair dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "stair flight"
    },
    {
      "label": "floor-level landing horizontal dimension",
      "value": "1400",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "floor-level landing horizontal dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "B13 depth",
      "value": "450",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "B13 width",
      "value": "250",
      "unit": "",
      "appliesTo": "B13"
    },
    {
      "label": "B13/B16 horizontal dimension",
      "value": "1150",
      "unit": "",
      "appliesTo": "lower landing"
    },
    {
      "label": "right-side vertical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "right-side horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "floor-level landing"
    },
    {
      "label": "plan grid A-C dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan grid C-D dimension",
      "value": "1650",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan grid D-F dimension",
      "value": "4500",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan grid F offset",
      "value": "225",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "3400",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "2965",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "4125",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan stair/landing dimensions",
      "value": "740",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan stair/landing dimensions",
      "value": "1400",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "5350",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "6101",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan vertical dimension",
      "value": "1237",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan sloping dimension",
      "value": "4903",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan sloping dimension",
      "value": "2554",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "plan sloping dimension",
      "value": "1257",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan horizontal dimension",
      "value": "3950",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan horizontal dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan vertical dimension",
      "value": "1950",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan vertical dimension",
      "value": "625",
      "unit": "",
      "appliesTo": "plan"
    },
    {
      "label": "partial right-hand plan vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "plan"
    }
  ],
  "notes": [
    "2-Y16(ALTH.)",
    "Y8@150 C/C",
    "2-Y16(ALTH.) +1-Y16(EX.BOT.)",
    "2-Y16(ALTH.) +2-Y16(EX.TOP)",
    "Y12 @ 150 C/C",
    "Y8 @ 150 C/C",
    "NOT TO SCALE"
  ],
  "labels": [
    "SPAN",
    "SUPPORT",
    "DETAIL OF TB3",
    "SCALE = 1 : 25",
    "DETAIL OF FB3",
    "INTERMEDIATE LEVEL",
    "B15 (UP STAND BEAM) AT INTERMEDIATE LEVEL",
    "FLOOR LEVEL",
    "TYPICAL SECTIONAL DETAILS OF STAIR",
    "SECTION: Z-Z",
    "HALF LANDING BEAM",
    "N"
  ],
  "description": "The crop contains typical sectional reinforcement details for stair flight and landing construction, including intermediate and floor-level landings and beams B15, B13, and B16. It also includes TB3 and FB3 beam reinforcement sections at the top and a partial lower plan showing foundation beams FB1, FB2, FB4, and FB5 around stair/landing panels."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "tie beam",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only part of the beam is visible; it continues beyond the right edge of the crop."
    },
    {
      "name": "upstand beam",
      "tag": "B15",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked \"(UP STAND BEAM) AT INTERMEDIATE LEVEL\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y12",
      "shape": "circular bar sections shown",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callout is \"Y12 @ 150 C/C\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "Y8",
      "shape": "circular bar sections shown",
      "material": "steel",
      "count": null,
      "note": "Callout is partially cut off: \"Y8 @ 150 C/\"."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "250",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "DETAIL OF TB3"
    },
    {
      "label": "horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1200",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "B15 / TB3 detail"
    },
    {
      "label": "vertical dimension",
      "value": "150",
      "unit": "",
      "appliesTo": "TB3"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "Y12"
    },
    {
      "label": "reinforcement spacing",
      "value": "150",
      "unit": "",
      "appliesTo": "Y8"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL OF TB3",
    "SCALE = 1 : 25",
    "SPAN",
    "INTERMEDIATE LE..."
  ],
  "description": "This crop shows a structural reinforcement detail titled \"DETAIL OF TB3.\" It depicts part of a rectangular tie beam with a B15 upstand beam at intermediate level, including dimensions and Y12/Y8 reinforcement spacing callouts; the right-hand portion of the detail is cropped off."
}