Stirrup

{
  "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": "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": "Schedule",
  "objects": [
    {
      "name": "Column",
      "tag": "C1, C4, C8, C9, C13, C20",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Column schedule row A; B x D shown as 300 x 500."
    },
    {
      "name": "Column",
      "tag": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Column schedule row B; B x D shown as 300 x 500."
    },
    {
      "name": "Column",
      "tag": "C10, C14, C17",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Column schedule row C; B x D shown as 300 x 500."
    },
    {
      "name": "Column",
      "tag": "C5, C6",
      "shape": "square",
      "material": "",
      "count": 2,
      "note": "Column schedule row D; B x D shown as 250 x 250."
    },
    {
      "name": "Tie beam",
      "tag": "TB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in schedule of tie beams."
    },
    {
      "name": "Tie beam",
      "tag": "TB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in schedule of tie beams."
    },
    {
      "name": "Tie beam",
      "tag": "TB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in schedule of tie beams."
    },
    {
      "name": "Floor beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in partial schedule of floor beams."
    },
    {
      "name": "Floor beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Listed in partial schedule of floor beams."
    },
    {
      "name": "Floor beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only the upper portion of this schedule row is visible."
    },
    {
      "name": "Stirrup",
      "tag": "",
      "shape": "closed rectangular loop with tie",
      "material": "",
      "count": null,
      "note": "Shown in stirrup detail and column schedule."
    },
    {
      "name": "Beam-column junction",
      "tag": "",
      "shape": "orthogonal beam-to-column connection",
      "material": "",
      "count": null,
      "note": "Typical ductile detail shown."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown framing into the column in the ductile junction detail."
    }
  ],
  "measurements": [
    {
      "label": "Column size B x D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Column reinforcement from foundation to 1st floor",
      "value": "4-Y20 +4-Y16",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Column reinforcement from 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": "Stirrup arrangement near junction",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C1, C4, C8, C9, C13, C20"
    },
    {
      "label": "Stirrup arrangement rest portion",
      "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 reinforcement from foundation to 1st floor",
      "value": "8-Y20",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Column reinforcement from 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": "Stirrup arrangement near junction",
      "value": "2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Stirrup arrangement rest portion",
      "value": "2-TIES Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C2, C3, C7, C9, C10, C11, C12, C15, C16, C18, C19, C21"
    },
    {
      "label": "Column size B x D",
      "value": "300 X 500",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Column reinforcement from foundation to 1st floor",
      "value": "10-Y20",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Column reinforcement from 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": "Stirrup arrangement near junction",
      "value": "1-LINK 2-TIES Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C10, C14, C17"
    },
    {
      "label": "Stirrup arrangement rest portion",
      "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 reinforcement from foundation to 1st floor",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Column reinforcement from 2nd floor to above roof",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Column section dimension",
      "value": "250",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Stirrup arrangement near junction",
      "value": "1-TIE Y8 @100 C/C",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Stirrup arrangement rest portion",
      "value": "1-TIE Y8 @200 C/C",
      "unit": "",
      "appliesTo": "C5, C6"
    },
    {
      "label": "Stirrup hook length",
      "value": "10d(≥75mm)",
      "unit": "",
      "appliesTo": "Stirrup detail"
    },
    {
      "label": "Anchorage length",
      "value": "Ld +10db",
      "unit": "",
      "appliesTo": "Anchorage of beam in an external joint"
    },
    {
      "label": "Tie beam width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB1"
    },
    {
      "label": "Tie beam depth 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 width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB2"
    },
    {
      "label": "Tie beam depth 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 width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "TB3"
    },
    {
      "label": "Tie beam depth 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 width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Floor beam depth 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 width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Floor beam depth D",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Stirrup",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Floor beam width B",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Floor beam depth D",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Column link spacing",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "Typical ductile detail of beam column junction"
    },
    {
      "label": "Column link spacing",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "End beam column junction"
    },
    {
      "label": "Column link spacing",
      "value": "8Φ LINK @120 C/C",
      "unit": "",
      "appliesTo": "Typical ductile detail of beam column junction"
    },
    {
      "label": "Column link spacing",
      "value": "8Φ LINK @150 C/C",
      "unit": "",
      "appliesTo": "Continuous beam column junction"
    },
    {
      "label": "Junction length",
      "value": "750 (10)",
      "unit": "",
      "appliesTo": "Typical ductile detail of beam column junction"
    }
  ],
  "notes": [
    "(d = DIA OF STIRRUP BAR)",
    "END BEAM COLUMN JUNCTION",
    "Ld+10db (TYP)",
    "EFFECTIVE LENGTH OF COLUMN (L)",
    "FOR CONTINUOUS BEAM COLUMN JUNCTION",
    "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 R… IN AN EXTERNAL JOINT",
    "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 principally shows a schedule of columns, including marked column groups, section sizes, longitudinal reinforcement, and near-junction/rest-portion stirrup arrangements. It also includes complete tie-beam schedule rows TB1 to TB3, the upper part of a floor-beam schedule, a stirrup detail, and beam-column junction/anchorage details. The floor-beam schedule and the right-hand anchorage-detail title are cut off by the crop."
}

{
  "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 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": "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": "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": "Detail",
  "objects": [
    {
      "name": "column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical member shown continuously through beam joints."
    },
    {
      "name": "transverse reinforcement",
      "tag": "",
      "shape": "rectangular closed ties",
      "material": "reinforcing steel",
      "count": null,
      "note": "Closely spaced within the joint confinement regions; spaced along the column elsewhere."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "One beam segment frames into the column at the upper joint on the right; beam segments frame into the lower joint from both sides."
    },
    {
      "name": "beam stirrups",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in the beam segments framing into the column."
    },
    {
      "name": "confined joint reinforcement",
      "tag": "",
      "shape": "rectangular closed ties",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout identifies a confined joint with beams framing into all four sides."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "",
      "value": "750 (lo)",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "SPLICE",
      "value": "",
      "unit": "",
      "appliesTo": "transverse reinforcement"
    },
    {
      "label": "h",
      "value": "",
      "unit": "",
      "appliesTo": "column"
    }
  ],
  "notes": [
    "CONFINED JOINT WITH BEAMS FRAMING INTO ALL FOUR SIDES CONFINING REINFORCEMENT"
  ],
  "labels": [
    "TRANSVERSE REINFORCEMENT",
    "SPLICE",
    "h"
  ],
  "description": "This crop is a reinforcement detailing view of a rectangular vertical column at beam-column joints. It shows transverse column reinforcement, splice location, beam stirrups, and confined joint reinforcement where beams frame into the joint."
}

{
  "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": "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": "Schedule",
  "objects": [
    {
      "name": "Floor beam",
      "tag": "FB1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Floor beam",
      "tag": "FB2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Floor beam",
      "tag": "FB3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Floor beam",
      "tag": "FB4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Floor beam",
      "tag": "FB5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Scheduled beam type."
    },
    {
      "name": "Reinforcement links",
      "tag": "",
      "shape": "rectangular, partial",
      "material": "",
      "count": null,
      "note": "Partially visible beam-column junction reinforcement detail at right; callout is cropped."
    }
  ],
  "measurements": [
    {
      "label": "Beam width (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB1"
    },
    {
      "label": "Beam depth (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 reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB1"
    },
    {
      "label": "Beam width (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB2"
    },
    {
      "label": "Beam depth (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 reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB2"
    },
    {
      "label": "Beam width (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Beam depth (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB3"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16 +2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Stirrup reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB3"
    },
    {
      "label": "Beam width (B)",
      "value": "250",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Beam depth (D)",
      "value": "400",
      "unit": "MM",
      "appliesTo": "FB4"
    },
    {
      "label": "Support top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span top reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "2-Y16",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Stirrup reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB4"
    },
    {
      "label": "Beam width (B)",
      "value": "300",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Beam depth (D)",
      "value": "450",
      "unit": "MM",
      "appliesTo": "FB5"
    },
    {
      "label": "Support top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Support bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span top reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Span bottom reinforcement",
      "value": "4-Y16",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Stirrup reinforcement",
      "value": "2L-Y8 @ 150 C/C",
      "unit": "",
      "appliesTo": "FB5"
    },
    {
      "label": "Partial reinforcement-detail dimension",
      "value": "80",
      "unit": "",
      "appliesTo": "Reinforcement links"
    },
    {
      "label": "Grid spacing",
      "value": "3950",
      "unit": "",
      "appliesTo": "Gridlines A and C"
    }
  ],
  "notes": [
    "8Ø LINK @ (partial)"
  ],
  "labels": [
    "SCHEDULE OF FLOOR BEAMS",
    "BEAM MKD.",
    "SIZE (MM)",
    "(B)",
    "(D)",
    "REINFORCEMENT",
    "SUPPORT",
    "SPAN",
    "TOP",
    "BOTTOM",
    "STIRRUP",
    "SCHEDULE OF SLAB",
    "TYPICAL DUCTILE DETA...",
    "BEAM COLUMN JUNCT...",
    "A",
    "C"
  ],
  "description": "This crop principally shows a schedule of reinforced-concrete floor beams FB1 through FB5, including section sizes and longitudinal and stirrup reinforcement at supports and spans. The lower portion contains only the heading of a slab schedule. At right, a cropped portion of a typical ductile beam-column junction reinforcement detail is visible."
}