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Section Detail

3 pages · 3 crops · ×6 · other

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How the sheets named it

Section at endSection at midpointSection markerBC

Every dimension read for it13

  • 1'-0" ft-in1'-0"p10 · p10_r02 section at end
  • 1'-6" ft-in1'-6"p10 · p10_r02 section at end
  • 7 SPACES AT 2"7 SPACES AT 2"p10 · p10_r02 section at end
  • 2 SPACES AT 2"2 SPACES AT 2"p10 · p10_r02 section at end
  • 2" CL.2" CL.p10 · p10_r02 section at end
  • 1 1/8" CL. in1 1/8" CL.p10 · p10_r02 section at end
  • 350350p10 · p10_r02 section at end
  • 1'-0" ftbottom width (overall)p11 · p11_r02
  • 1 5/8" incenterline offset left from outer edgep11 · p11_r02
  • 7/8" incenterline offset right from left innerp11 · p11_r02
  • 4 1/2" inbottom inner width (notch area)p11 · p11_r02
  • 3'-9" ftoverall section heightp11 · p11_r02
  • 1'-10" ftoverall width (frame to frame)p11 · p11_r02

Notes on the sheets that carry it

  • p10MAINTAIN 1" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.
  • p10INDICATES 1/2" DIAMETER PRESTRESSED STRANDS.

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

Page 10

crop

p10_r02 section at end

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r02_section_at_end
Original
p10_r02 section at end
{
  "view": "Section",
  "objects": [
    {
      "name": "Section at midpoint",
      "tag": "",
      "shape": "section",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Section at end",
      "tag": "",
      "shape": "section",
      "material": "concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "1'-0\"",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "1'-6\"",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "7 SPACES AT 2\"",
      "value": "7 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "2 SPACES AT 2\"",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "2\" CL.",
      "value": "2\" CL.",
      "unit": "",
      "appliesTo": "Section at end"
    },
    {
      "label": "1 1/8\" CL.",
      "value": "1 1/8\" CL.",
      "unit": "in",
      "appliesTo": "Section at end"
    },
    {
      "label": "350",
      "value": "350",
      "unit": "",
      "appliesTo": "Section at end"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END"
  ],
  "description": "Two section views, SECTION AT MIDPOINT and SECTION AT END, show a concrete pedestal/pile-cap style element with reinforcement and prestressed strands, including spacing, centerline references, and minimum clearances."
}

p10_r02 section at endSection

  • Section at midpoint×1sectionconcrete
  • Section at end×1sectionconcrete

1'-0" ft-in 1'-0"1'-6" ft-in 1'-6"7 SPACES AT 2" 7 SPACES AT 2"2 SPACES AT 2" 2 SPACES AT 2"2" CL. 2" CL.1 1/8" CL. in 1 1/8" CL.350 350

Page 11

crop

p11_r02

page 11 · other_p11_r02
Original
p11_r02
{
  "view": "Section",
  "objects": [
    {
      "name": "Section at midpoint",
      "tag": "",
      "shape": "irregular cross-section",
      "material": "reinforced concrete with prestressed strands",
      "count": 1,
      "note": ""
    },
    {
      "name": "Section at end",
      "tag": "",
      "shape": "irregular cross-section",
      "material": "reinforced concrete with prestressed strands",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "bottom width (overall)",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "centerline offset left from outer edge",
      "value": "1 5/8\"",
      "unit": "in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "centerline offset right from left inner",
      "value": "7/8\"",
      "unit": "in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "bottom inner width (notch area)",
      "value": "4 1/2\"",
      "unit": "in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "overall section height",
      "value": "3'-9\"",
      "unit": "ft",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "overall width (frame to frame)",
      "value": "1'-10\"",
      "unit": "ft",
      "appliesTo": "Section at midpoint"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "BENT 3"
  ],
  "description": "Crop showing two sectional views (midpoint and end) of a pretensioned concrete member with prestressed strands. It includes dimension callouts and notes related to clearances and strand indication, as well as section labels."
}

p11_r02Section

  • Section at midpoint×1irregular cross-sectionreinforced concrete with prestressed strands
  • Section at end×1irregular cross-sectionreinforced concrete with prestressed strands

1'-0" ft bottom width (overall)1 5/8" in centerline offset left from outer edge7/8" in centerline offset right from left inner4 1/2" in bottom inner width (notch area)3'-9" ft overall section height1'-10" ft overall width (frame to frame)

Page 16

crop

p16_r04

page 16 · other_p16_r04
Original
p16_r04
{
  "view": "Plan",
  "objects": [
    {
      "name": "Rectangular deck/slab boundary",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "outer boundary of slab with interior grid (plan view)"
    },
    {
      "name": "Reinforcement grid",
      "tag": "",
      "shape": "grid",
      "material": "reinforced concrete",
      "count": 1,
      "note": "interior grid lines"
    },
    {
      "name": "Section marker",
      "tag": "B",
      "shape": "section marker",
      "material": "",
      "count": 1,
      "note": "view B"
    },
    {
      "name": "Section marker",
      "tag": "C",
      "shape": "section marker",
      "material": "",
      "count": 1,
      "note": "view C"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "5' - 4 3/4\"",
      "unit": "",
      "appliesTo": "top dimension"
    },
    {
      "label": "Left bay length",
      "value": "5-5IOA",
      "unit": "",
      "appliesTo": "between left edge and first interior vertical line"
    },
    {
      "label": "Right bay length",
      "value": "4-5IOB",
      "unit": "",
      "appliesTo": "between first interior vertical line and right edge"
    },
    {
      "label": "Right edge height",
      "value": "13A",
      "unit": "",
      "appliesTo": "vertical dimension on right"
    }
  ],
  "notes": [],
  "labels": [],
  "description": "Plan view of a rectangular slab/deck with an interior reinforcement grid. Shows an overall width of 5' 4 3/4\", two interior bay dimensions labeled 5-510A and 4-510B, and a right-edge vertical dimension of 13A. Section markers B and C are present."
}

p16_r04Plan

  • Section markerB×1section markerview B
  • Section markerC×1section markerview C

5' - 4 3/4" Overall width5-5IOA Left bay length4-5IOB Right bay length13A Right edge height