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Pile Connection

1 page · 1 crop · foundation

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The ontology would need a pile connection component class.

Notes on the sheets that carry it

  • p14NOTES:
  • p141. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
  • p142. BARS 422 NOT SHOWN.
  • p143. EXTEND BARS 1121A 3'-6" INTO CAP.
  • p14MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511
  • p14* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
  • p14PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.

Every crop it was read in — the drawing beside what the model took off it

Page 14

crop

p14_r02 title block

page 14 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p14_r02_title_block
Original
p14_r02 title block
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long cap shown across Columns 1 and 2; end portions continue/crop at both sides."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown under each column; Column 2 footing is shown with 11'-6\" square typical dimension."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Piles are shown beneath the footings; pile connection detail identifies H-PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "44-421 AT EQ. SPS. in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "2-520 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1122 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1123 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 620 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 621 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-521 and 25-521 bar callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "",
      "material": "",
      "count": null,
      "note": "14-522 DBL callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1121 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1120",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1120 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "12-420 AT EQ. SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "",
      "material": "",
      "count": 16,
      "note": "16-920 AT EQ. SPS. in footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Pile connection detail; #8 BAR, TYP."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Mechanical coupler, typical; see special provision 511."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Required construction joint at contractor's option."
    },
    {
      "name": "pile connection",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Detail shows reinforcing bars connected above an H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap reinforcement spacing",
      "value": "AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "bar quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "bar quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "bar quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "bar size",
      "value": "#8",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar extension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "maximum factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "NOTES:",
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "I2-I121 SERIES",
    "I2-I120 SERIES",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop shows an elevation of Bent 2, left looking ahead, with a long bent cap supported by Columns 1 and 2 and their footings/piles. It includes reinforcement callouts, cap and footing dimensions/elevations, a required construction-joint note, and a pile connection detail. Portions of the bent extend beyond the left and right crop boundaries."
}

p14_r02 title blockElevation

  • pile connectionDetail shows reinforcing bars connected above an H-pile.

44-421 cap reinforcement spacingAT EQ. SPS. cap reinforcement spacingEL. 185.78 elevationEL. 185.23 elevationEL. 185.96 elevationEL. 185.41 elevationEL. 186.10 elevationEL. 185.55 elevation+63 more