GDOT20

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in section."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint at center of section."
    },
    {
      "name": "preformed joint filler",
      "tag": "*",
      "shape": "vertical strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1-inch preformed joint filler."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18-inch spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "bar spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover",
      "value": "4”",
      "unit": "",
      "appliesTo": "2-800"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear dimension, 3 sides",
      "value": "1½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "*"
    },
    {
      "label": "vertical dimension",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "¾” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "REQ’D. CONST. JOINT",
    "*1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SCALE: ¾” = 1’-0”"
  ],
  "description": "This crop is a section through an edge beam at a required construction joint. It shows the deck slab and edge beam geometry, joint filler, and reinforcing-bar callouts; bearing pads and slab reinforcement are specifically noted as not shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown between horizontal beam lines."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a portion is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown as two groups labeled 2-507B, at the top and bottom of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout reads 4-402B."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bar quantity is not printed."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Called out as 1 in. diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "CONC. DIAPH.",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam / top-of-beam line"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "concrete diaphragm detail"
    },
    {
      "label": "clear cover, typical",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "DIA. PLAIN BAR",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "10\" CONC. DIAPH.",
    "1 1/2\" CL., TYP.",
    "1\" DIA. PLAIN BAR",
    "2-507B",
    "403B",
    "4-402B",
    "2-507B"
  ],
  "labels": [
    "TOP OF BEAM",
    "PADS (partial)",
    "IN (partial)"
  ],
  "description": "This crop shows a reinforced concrete diaphragm detail within a partial beam view. The detail identifies the 10-inch concrete diaphragm, reinforcement callouts, typical clear cover, and a 1-inch-diameter plain bar."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular section with recessed joint edge",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint, typical."
    },
    {
      "name": "silicone sealant",
      "tag": "",
      "shape": "recessed joint seal",
      "material": "silicone",
      "count": 1,
      "note": "Type joint sealer (Type B, C or D)."
    }
  ],
  "measurements": [
    {
      "label": "joint recess depth",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "silicone sealant"
    },
    {
      "label": "joint recess width",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "silicone sealant"
    },
    {
      "label": "joint width",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "round",
      "value": "1/4\" R",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop shows Detail \"A\", a section through the diaphragm at Span 2. It documents a typical required construction joint between slab portions, including a recessed silicone sealant joint configuration."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck surface is shown with a 2% slope."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder cross sections are visible beneath the deck."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "tapered/rectangular upstand",
      "material": "concrete",
      "count": 2,
      "note": "Shown at both outside edges; callout directs edge beam placement flush with outside face of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-508",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the upper portion of the girder/deck area."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-509",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the upper portion of the girder/deck area."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the lower portion of the girder/deck area."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the lower portion of the girder/deck area."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    }
  ],
  "measurements": [
    {
      "label": "end spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "404 reinforcement bar"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "404 reinforcement bar"
    },
    {
      "label": "end spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "404 reinforcement bar"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "800 reinforcement bar"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS"
  ],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse cross section through a sloped bridge deck supported on six visible I-girders. It documents deck reinforcement callouts, exterior edge-beam forming and placement requirements, the profile grade line reference, and the note that bearing pads are not shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Only portions of two girders are visible."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown above the girders; crop shows only a portion."
    },
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Referenced in the note; form outline is shown at deck edge."
    }
  ],
  "measurements": [
    {
      "label": "time after deck pour",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "FLUSH WITH C… FACE OF BEA… (partial)"
  ],
  "description": "This crop shows a partial bridge deck-edge construction detail with portions of two I-girders below the deck slab. It documents the edge beam form removal requirement after the deck pour."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular side elevation with tapered end profile partly visible at right",
      "material": "",
      "count": 1,
      "note": "Main beam elevation; right-hand cross-section is only partially shown."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "One note directs omission at beams 1 and 7; another directs omission at beams 6 and 12."
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "draped line",
      "material": "",
      "count": 6,
      "note": "Shown within the beam elevation."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-550 AT EACH LOCATION",
      "shape": "line",
      "material": "",
      "count": null,
      "note": "Repeated at each indicated location."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-450",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "10-350 AT 6\"",
      "shape": "line",
      "material": "",
      "count": 10,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-651 AT EACH LOCATION",
      "shape": "line",
      "material": "",
      "count": null,
      "note": "Repeated at each indicated location."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-452",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Located at the indicated centerline."
    }
  ],
  "measurements": [
    {
      "label": "SPAN LENGTH",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "BEAM LENGTH",
      "value": "53'-7⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Midpoint to indicated location",
      "value": "26'-9¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Indicated spacing",
      "value": "9³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "18 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Diaphragm bar hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Hole location dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Hole location dimension",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "10-350 AT 6\""
    },
    {
      "label": "Left bearing offset",
      "value": "10³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Left bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Left end dimension",
      "value": "1'-6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Bearing to bearing",
      "value": "52'-3⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Right bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Right bearing offset",
      "value": "6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Right end dimension",
      "value": "1'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section spacing",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Camber tolerance",
      "value": "½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Camber tolerance",
      "value": "1⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "B.F.P.R.",
    "℄ BENT",
    "℄ BEARING",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "NOTES",
    "ELEVATION"
  ],
  "description": "This crop shows the elevation of a beam, dimensioned between bearing centerlines and bent centerline, with strand and reinforcing-bar callouts. A partial beam cross-section is visible at the far right, but it is cropped and does not show the full section."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "prestressed concrete beam",
      "tag": "",
      "shape": "I-shaped with rectangular top flange and flared bottom bulb",
      "material": "prestressed concrete",
      "count": 1,
      "note": "Shown in section at midpoint and at end."
    },
    {
      "name": "prestressed strands",
      "tag": "",
      "shape": "circular in section",
      "material": "",
      "count": 20,
      "note": "Solid dots indicate 1/2” diameter prestressed strands."
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout shown in section at midpoint."
    },
    {
      "name": "reinforcement bar",
      "tag": "651",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout shown in section at end."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-451",
      "shape": "circular in section",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-450",
      "shape": "circular in section",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-452",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top dimension",
      "value": "5”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top flange depth",
      "value": "2½”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "1'-3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "overall depth",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "vertical dimension",
      "value": "6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "bottom depth",
      "value": "3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "side offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "strand spacing",
      "value": "2 SPACES AT 2”",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "strand spacing",
      "value": "7 SPACES AT 2”",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "side offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "bottom width",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "clear dimension",
      "value": "1⅛” CL.",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "end-section depth",
      "value": "1'-3”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "clear dimension",
      "value": "2” CL.",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "dimension",
      "value": "1”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "minimum clearance",
      "value": "1”",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "prestressed strand diameter",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "prestressed strands"
    }
  ],
  "notes": [
    "MAINTAIN 1” MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES 1/2” DIAMETER PRESTRESSED STRANDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END"
  ],
  "description": "This crop shows two cross-sectional details of a prestressed concrete beam: one at the midpoint and one at the end. The sections document the beam profile, prestressed-strand layout, reinforcement callouts, and dimensional geometry."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be maintained upright; pick-ups required near ends."
    },
    {
      "name": "pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded near bottom of beam; details to be included in shop drawings."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up location from beam ends",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM.DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\"."
  ],
  "labels": [],
  "description": "This crop is a general notes block for beams. It documents beam handling, pick-up placement and shop-drawing requirements, together with required beam edge chamfers."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "threaded straight bar",
      "material": "",
      "count": 1,
      "note": "Excess bar is shown projecting beyond beam face."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a fragment at the beam face is shown."
    },
    {
      "name": "Hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Shown through the beam fragment."
    },
    {
      "name": "Reinforcement bars",
      "tag": "4-351",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Called out at 4” each way."
    }
  ],
  "measurements": [
    {
      "label": "CL.",
      "value": "1”",
      "unit": "",
      "appliesTo": "Diaphragm bar / hole centerline"
    },
    {
      "label": "",
      "value": "3”",
      "unit": "",
      "appliesTo": "Diaphragm bar detail"
    },
    {
      "label": "DIAMETER HOLE",
      "value": "2”",
      "unit": "",
      "appliesTo": "Hole"
    },
    {
      "label": "AT",
      "value": "4”",
      "unit": "",
      "appliesTo": "4-351 reinforcement bars"
    },
    {
      "label": "DIA.",
      "value": "5”",
      "unit": "",
      "appliesTo": "Diaphragm bar detail"
    },
    {
      "label": "FROM BEAM FACE",
      "value": "1”",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    }
  ],
  "notes": [
    "CUT OFF EXCESS DIAPHRAGM BAR 1” FROM BEAM FACE."
  ],
  "labels": [],
  "description": "This crop is a connection detail showing a diaphragm bar passing through a beam-face fragment and associated reinforcement. It documents the hole size, bar/reinforcement spacing callout, and required cutoff of the projecting diaphragm bar."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "closed pentagonal bent bar with two 45° sloping legs",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "451",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "452",
      "shape": "U-shaped bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "U-shaped bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "651",
      "shape": "U-shaped bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "diagonal bar leg, TYP.",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bottom width",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "vertical offset, TYP.",
      "value": "3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bend angle, TYP.",
      "value": "45°",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "351"
    },
    {
      "label": "minimum lap length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar length",
      "value": "9\"",
      "unit": "",
      "appliesTo": "450"
    },
    {
      "label": "bar length",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "451"
    },
    {
      "label": "bar height",
      "value": "8\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "bar width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "bar height",
      "value": "4'-1\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "bar width",
      "value": "9\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "bar height",
      "value": "4'-1\"",
      "unit": "",
      "appliesTo": "651"
    },
    {
      "label": "bar width",
      "value": "6\"",
      "unit": "",
      "appliesTo": "651"
    },
    {
      "label": "bend angle",
      "value": "90°",
      "unit": "",
      "appliesTo": "550 and 651"
    }
  ],
  "notes": [
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 651 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS."
  ],
  "labels": [
    "REINFORCEMENT"
  ],
  "description": "This crop is a reinforcement bar-bending detail panel showing bar shapes 350, 351, 450, 451, 452, 550, and 651. It documents the displayed bar dimensions and installation/fabrication notes, including bending of bars 550 and 651 at the top of the beam."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam length includes epoxy mortar at each end."
    },
    {
      "name": "epoxy mortar",
      "tag": "",
      "shape": "",
      "material": "epoxy mortar",
      "count": null,
      "note": "At each beam end."
    }
  ],
  "measurements": [
    {
      "label": "Epoxy mortar thickness",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8” EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING."
  ],
  "labels": [],
  "description": "This crop contains numbered construction note 3 concerning horizontal dimensions for beams. It states that dimensions are in-place dimensions and directs shop drawings to account for grade and fabrication effects."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Located at fixed and expansion ends as noted."
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "At fixed ends."
    },
    {
      "name": "slot",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "At expansion ends."
    }
  ],
  "measurements": [
    {
      "label": "hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "hole"
    },
    {
      "label": "hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "hole"
    },
    {
      "label": "slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "slot"
    },
    {
      "label": "slot dimension",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "slot"
    },
    {
      "label": "slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "slot"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    }
  ],
  "notes": [
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS."
  ],
  "labels": [],
  "description": "This crop contains note 4 concerning dowel holes and slots at bearing locations. It specifies a circular hole at fixed ends and a rectangular slot at expansion ends for a smooth dowel; the plan and elevation sheet is referenced for end locations."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Plain bar, threaded 5” on each end."
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Used with diaphragm bar."
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": null,
      "note": "ASTM A 709 Grade 36."
    },
    {
      "name": "Epoxy grout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Approved epoxy grout for recess."
    }
  ],
  "measurements": [
    {
      "label": "Diaphragm bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Threaded length on each end",
      "value": "5”",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Washer thickness",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "Washer"
    },
    {
      "label": "Washer diameter",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "Washer"
    }
  ],
  "notes": [
    "⊛ DIAPHRAGM BAR SHALL BE A 1” DIAMETER PLAIN BAR, THREADED 5” ON EACH END, WITH 1/4” X 3 1/2” DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT [partial]"
  ],
  "labels": [],
  "description": "This crop is a block of construction notes for diaphragm bars, washers, and hex nuts. It specifies bar threading, tightening, protective coating after cutting, and filling the recess with approved epoxy grout; the final galvanizing note is cut off."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Tops and edge faces referenced in note."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bonding surface referenced in note."
    }
  ],
  "measurements": [
    {
      "label": "Roughened surface amplitude",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "beams"
    }
  ],
  "notes": [
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4”. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM."
  ],
  "labels": [],
  "description": "This crop is a construction note, numbered 5, prescribing surface preparation for the tops of beams before bonding to the slab. It specifies rough floating, transverse brushing, a nominal roughened-surface amplitude, and removal of concrete fins or projections at beam edges."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Holes formed into the beams to facilitate transport are referenced."
    },
    {
      "name": "formed holes",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "PVC or similar forming materials are to be removed from each hole."
    }
  ],
  "measurements": [],
  "notes": [
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934."
  ],
  "labels": [],
  "description": "This crop is Note 6 concerning transport-facilitation holes formed in beams. It specifies removal of forming material, epoxy coating of the exposed hole interior, filling with rapid-setting patching material, and a Type I finish before beam acceptance."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "This crop contains note text and the title of a recess detail for diaphragm bar ends. No construction geometry or distinct constructional items are visible within this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING."
  ],
  "labels": [],
  "description": "This crop contains note 7 only. It states that non-composite dead load deflection at the midpoint is due to the weight of the slab and coping."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "TYPE II PSC BEAM - END SPANS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0010",
    "BRIDGE SHEET",
    "10 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "NO SCALE",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0010.dgn",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY"
  ],
  "description": "This crop is the project title block for a Georgia Department of Transportation bridge sheet. It identifies the work as Type II PSC Beam - End Spans for SR 21 @ NS #620272Y in Jenkins County, drawing no. 35-0010, Bridge Sheet 10 of 21."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular with beveled end corner",
      "material": "",
      "count": 1,
      "note": "Shown with top and bottom flanges; dashed centerline marked ℄ BEAM."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL PARALLEL TO B.F.P.R. OR ℄ BENT",
    "TOP FLANGE PARALLEL TO B.F.P.R. OR ℄ BENT"
  ],
  "labels": [
    "B.F.P.R. OR ℄ BENT",
    "℄ BEAM",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for a beam end, including the indicated bevel line and beam centerline. It documents the required parallel orientation of the bevel and top flange relative to the B.F.P.R. or bent centerline."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Pretension strands",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 20,
      "note": "Special low-relaxation strands."
    }
  ],
  "measurements": [
    {
      "label": "Strand diameter",
      "value": "1/2″",
      "unit": "",
      "appliesTo": "Pretension strands"
    },
    {
      "label": "Strand area (A)",
      "value": "0.167",
      "unit": "SQ IN",
      "appliesTo": "Pretension strands"
    },
    {
      "label": "Pretension force per strand",
      "value": "33,818",
      "unit": "LBS EACH",
      "appliesTo": "Pretension strands"
    }
  ],
  "notes": [
    "A. USE 20 - 1/2″ DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH."
  ],
  "labels": [],
  "description": "This crop contains a prestressing note for pretension strands. It specifies the quantity, strand diameter and area, low-relaxation requirement, and pretension force per strand."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "minimum concrete strength before release of pretensioned strands",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "pretensioned strands"
    }
  ],
  "notes": [
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (f'ci) OF 5,200 PSI."
  ],
  "labels": [],
  "description": "This crop contains construction note B concerning release of pretensioned strands. It specifies the minimum concrete strength required before strand release."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "TOTAL JACKING FORCE OF PRETENSIONING",
      "value": "676,350",
      "unit": "LBS.",
      "appliesTo": "PRETENSIONING"
    }
  ],
  "notes": [
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS."
  ],
  "labels": [],
  "description": "This crop shows a single pretensioning note. It states the total jacking force, including the top strands."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Prestressing strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note; includes top strands."
    }
  ],
  "measurements": [
    {
      "label": "Net prestressing force after all losses",
      "value": "536,584",
      "unit": "LBS.",
      "appliesTo": "Prestressing strands"
    }
  ],
  "notes": [
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS."
  ],
  "labels": [],
  "description": "This crop contains note D regarding the net prestressing force in the strands after all losses. The note states that the force includes the top strands."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Longitudinal elevation of a beam; a partial adjacent section is visible at the right edge."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as 2 inch diameter holes."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-550",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-450",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-651",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bars",
      "tag": "10-350",
      "shape": "straight",
      "material": "",
      "count": 10,
      "note": "At 6 inch spacing."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-452",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "draped",
      "material": "",
      "count": 6,
      "note": ""
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown by centerline callout."
    }
  ],
  "measurements": [
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Beam length",
      "value": "53'-7⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Midpoint dimension",
      "value": "26'-9¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Dimension at midpoint",
      "value": "9¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "Spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "Spacing",
      "value": "18 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "Spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "End dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Diaphragm bar hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Vertical dimension to diaphragm bar hole",
      "value": "9\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "Hole spacing each side",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "ΔNC",
      "value": "½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "ΔC",
      "value": "¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-550",
      "unit": "",
      "appliesTo": "2-550"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-450",
      "unit": "",
      "appliesTo": "2-450"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-651",
      "unit": "",
      "appliesTo": "2-651"
    },
    {
      "label": "Reinforcement quantity and spacing",
      "value": "10-350 AT 6\"",
      "unit": "",
      "appliesTo": "10-350"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-452",
      "unit": "",
      "appliesTo": "2-452"
    },
    {
      "label": "Draped strand quantity",
      "value": "6",
      "unit": "",
      "appliesTo": "draped strands"
    },
    {
      "label": "Left bearing offset",
      "value": "10³⁄₁₆\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Left bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Left end dimension",
      "value": "1'-6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Bearing to bearing",
      "value": "52'-3⅝\"",
      "unit": "",
      "appliesTo": "℄ BEARING TO ℄ BEARING"
    },
    {
      "label": "Right bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Right bearing offset",
      "value": "6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Right end dimension",
      "value": "1'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Partial section dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section spacing",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "partial section"
    },
    {
      "label": "Partial section dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "partial section"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "B.F.P.R.",
    "℄ BENT",
    "℄ BEARING",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "NOTES",
    "ELEVATION",
    "SECTION A (partial)"
  ],
  "description": "This crop shows the elevation of a longitudinal beam, with span, beam, bearing, reinforcement, strand, and diaphragm-hole information. A narrow partial cross-section of the beam is visible along the right edge, but it is cropped and does not show the complete section."
}