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coping

4 pages · 10 crops · ×5

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How the sheets named it

COPING

Every dimension read for it8

  • 1'-6 3/16"Partial dimension at top of cropnot attributedp10 · p10_r05 general construction notes 1 12 for beam
  • 6'-0" MIN.minimum horizontal distance from B.F.P.R. reference to wallnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 2" MIN.minimum clearancenot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 1'-0"typical vertical dimensionnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 2"clearance, 3 sidesnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 1'-6"horizontal dimensionnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 3'-0"partial dimension at left crop edgenot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 6'-0" MIN.minimum distance from B.F.P.R. to wall/front referencenot attributedp17 · p17_r09 section through end bent cap wall and coping

Notes on the sheets that carry it

  • p101. 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.
  • p102. CHAMFER EDGES OF BEAMS 1/2" OR 3/4".
  • p103. 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.
  • p104. 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.
  • p105. 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.
  • p106. 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.
  • p107. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.
  • p108. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.
  • p109. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.
  • p1010. PRESTRESSING DATA IS AS FOLLOWS:
  • p10A. USE 20 - 1/2" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.
  • p10B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (fci) OF 5,200 PSI.
  • p10C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS.
  • p10D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS.
  • p1011. CONCRETE STRENGTH (f'c) = 6,500 PSI.
  • p1012. ALLOWABLE PSC BEAM TENSION = 484 PSI.
  • p104. AT [symbol unclear] 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.
  • p111. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5’-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.
  • p17PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.
  • p17ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • p17ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED.

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

Page 10

crop

p10_r05 general construction notes 1 12 for beam

page 10 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p10_r05_general_construction_notes_1_12_for_beam
Original
p10_r05 general construction notes 1 12 for beam
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "",
      "material": "precast prestressed concrete",
      "count": null,
      "note": "Beam requirements, handling, finish, prestressing, concrete strength, and allowable tension are noted."
    },
    {
      "name": "pick-ups",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Embedded pick-ups are specified for beam handling."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified at fixed and expansion bearing ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for bonding and dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for composite dead-load deflection."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "circular",
      "material": "special low-relaxation steel",
      "count": 20,
      "note": "Pretensioned strands are specified."
    }
  ],
  "measurements": [
    {
      "label": "Partial dimension at top of crop",
      "value": "1'-6 3/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Beam pickup distance from ends",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Pickup embedment distance from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-ups"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2\" OR 3/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Expansion-end slot size",
      "value": "4\" X 1 3/4\" X 7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Strand quantity",
      "value": "20",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Strand area",
      "value": "0.167",
      "unit": "SQ IN",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Pretension force per strand",
      "value": "33,818",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Minimum concrete strength for strand release",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Total jacking force of pretensioning",
      "value": "676,350",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Net prestressing force after all losses",
      "value": "536,584",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Concrete strength (f'c)",
      "value": "6,500",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Allowable PSC beam tension",
      "value": "484",
      "unit": "PSI",
      "appliesTo": "PSC 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\".",
    "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.",
    "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.",
    "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.",
    "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.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:",
    "A. USE 20 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.",
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (fci) OF 5,200 PSI.",
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS.",
    "11. CONCRETE STRENGTH (f'c) = 6,500 PSI.",
    "12. ALLOWABLE PSC BEAM TENSION = 484 PSI."
  ],
  "labels": [
    "NOTES",
    "℄ BEARING TO",
    "EL"
  ],
  "description": "This crop is a notes block for PSC beams, with general beam handling, fabrication, bearing-dowel, surface preparation, transport-hole repair, and deflection notes. It also provides prestressing strand data, concrete strength, and allowable PSC beam tension; only a partial dimension and partial adjacent drawing labels are visible at the top."
}

p10_r05 general construction notes 1 12 for beamNotes

  • copingReferenced for non-composite dead-load deflection.

1'-6 3/16" Partial dimension at top of crop4'-6" Beam pickup distance from ends4" Pickup embedment distance from bottom of beam1/2" OR 3/4" Beam edge chamfer1/8" Epoxy mortar at each beam end1 3/4" Fixed-end hole diameter7" Fixed-end hole depth4" X 1 3/4" X 7" Expansion-end slot size+11 more

crop

p10_r09 notes of psc beam

page 10 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p10_r09_notes_of_psc_beam
Original
p10_r09 notes of psc beam
{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam length, bearing-end holes/slots, top-surface treatment, transport holes, and deflection are addressed in the notes."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 4; a symbol preceding “BEARING” is unclear."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced for fixed and expansion ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to the roughened beam top and as contributing to non-composite dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead-load deflection."
    },
    {
      "name": "strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Epoxy mortar thickness at each beam end",
      "value": "1/8″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Diameter of hole at fixed ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Depth of hole at fixed ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot width at expansion ends",
      "value": "4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot dimension at expansion ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot depth at expansion ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2″",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Strand grade",
      "value": "270",
      "unit": "",
      "appliesTo": "strands"
    }
  ],
  "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.",
    "4. AT [symbol unclear] 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.",
    "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.",
    "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.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a notes block containing Notes 3 through 10 for beams and associated prestressing work. It documents beam dimensional allowances, bearing-end dowel holes and slots, beam-top surface preparation, transport-hole repairs, dead-load deflection definitions, strand requirements, and introduces prestressing data that is not shown in this crop."
}

p10_r09 notes of psc beamNotes

  • copingReferenced as contributing to non-composite dead-load deflection.

1/8″ Epoxy mortar thickness at each beam end1 3/4″ Diameter of hole at fixed ends7″ Depth of hole at fixed ends4″ Slot width at expansion ends1 3/4″ Slot dimension at expansion ends7″ Slot depth at expansion ends1 1/2″ Smooth dowel diameter1/4″ Roughened surface amplitude+1 more

crop

p10_r09

page 10 · psc_beam_p10_r09
Original
p10_r09
{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Notes address beam length, bearing dowel holes/slots, top-surface preparation, transport holes, deflection, and prestressing."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified at bearing; fixed-end holes and expansion-end slots are noted."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the bonded slab and as contributing to non-composite dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead-load deflection."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot length",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "roughened top-surface amplitude",
      "value": "1/4\"",
      "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.",
    "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.",
    "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.",
    "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.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270."
  ],
  "labels": [
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "description": "This crop is a block of PSC beam-related construction notes, showing notes 3 through 10. It documents beam dimensional allowances, bearing dowel-hole and slot requirements, surface preparation, repair of transport holes, dead-load deflection descriptions, and prestressing strand requirements; no beam geometry or prestressing data table is visible in this crop."
}

p10_r09Notes

  • copingReferenced as contributing to non-composite dead-load deflection.

1/8" epoxy mortar at each beam end1 3/4" fixed-end hole diameter7" fixed-end hole depth4" expansion-end slot width1 3/4" expansion-end slot length7" expansion-end slot depth1 1/2" smooth dowel diameter1/4" roughened top-surface amplitude

Page 11

crop

p11_r10

page 11 · beam_notes_p11_r10
Original
p11_r10
{
  "view": "Notes",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Notes address handling, chamfering, dimensions, bearing-end holes/slots, top surface preparation, transport-hole repairs, and deflection."
    },
    {
      "name": "Pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded within 4” of the bottom of the beam; details to be included in shop drawings."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Fixed and expansion ends are referenced."
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced at bearing holes and slots."
    },
    {
      "name": "Slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead load deflection and bonding to roughened beam top."
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead load deflection."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead load deflection."
    },
    {
      "name": "Strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up location from beam ends",
      "value": "5’-6”",
      "unit": "",
      "appliesTo": "Beam pick-ups"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4”",
      "unit": "",
      "appliesTo": "Pick-ups"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot width",
      "value": "4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot dimension",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot depth",
      "value": "7”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "Beam top"
    },
    {
      "label": "Georgia Standard Specification",
      "value": "886",
      "unit": "",
      "appliesTo": "Type II epoxy resin adhesive"
    },
    {
      "label": "Georgia Standard Specification",
      "value": "934",
      "unit": "",
      "appliesTo": "Rapid setting patching material"
    },
    {
      "label": "ASTM designation",
      "value": "A 416",
      "unit": "",
      "appliesTo": "Strands"
    },
    {
      "label": "Strand grade",
      "value": "270",
      "unit": "",
      "appliesTo": "Strands"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5’-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”.",
    "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.",
    "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.",
    "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.",
    "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.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a beam notes block containing numbered fabrication, handling, bearing, surface-preparation, repair, deflection, and prestressing requirements. It documents general requirements for beams and related bearings, dowels, slab, coping, barrier, and prestressing strands; the prestressing data following Note 10 is outside this crop."
}

p11_r10Notes

  • CopingReferenced as contributing to non-composite dead load deflection.

5’-6” Pick-up location from beam ends4” Pick-up embedment from bottom of beam1/2” Beam edge chamfer3/4” Beam edge chamfer1/8” Epoxy mortar at each beam end1 3/4” Fixed-end hole diameter7” Fixed-end hole depth4” Expansion-end slot width+8 more

crop

p11_r10 notes of beam notes

page 11 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p11_r10_notes_of_beam_notes
Original
p11_r10 notes of beam notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced throughout the notes; prestressing strands are specified."
    },
    {
      "name": "pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded within the bottom of the beam."
    },
    {
      "name": "fixed-end hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed at bearing for smooth dowel."
    },
    {
      "name": "expansion-end slot",
      "tag": "",
      "shape": "rectangular slot",
      "material": "",
      "count": null,
      "note": "Formed at bearing for smooth dowel."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced for fixed and expansion ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to roughened beam top."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in non-composite dead load deflection note."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in composite dead load deflection note."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up distance from beam ends",
      "value": "5'-6\"",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "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"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "fixed-end hole"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "fixed-end hole"
    },
    {
      "label": "Expansion-end slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "expansion-end slot"
    },
    {
      "label": "Expansion-end slot dimension",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "expansion-end slot"
    },
    {
      "label": "Expansion-end slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "expansion-end slot"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-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\".",
    "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.",
    "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.",
    "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.",
    "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.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a general notes block for beams, including handling, chamfering, bearing-end dowel holes/slots, top-surface preparation, and repair of transport holes. It also provides dead-load deflection statements, strand requirements, and introduces prestressing data that is not shown in this crop."
}

p11_r10 notes of beam notesNotes

  • copingReferenced in non-composite dead load deflection note.

5'-6" Pick-up distance from beam ends4" Pick-up embedment from bottom of beam1/2" Beam edge chamfer3/4" Beam edge chamfer1/8" Epoxy mortar at each beam end1 3/4" Fixed-end hole diameter7" Fixed-end hole depth4" Expansion-end slot width+4 more

Page 13

crop

p13_r06

page 13 · cap_coping_wingwall_p13_r06
Original
p13_r06
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "vertical supports beneath cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Lower portions are interrupted by break symbols."
    },
    {
      "name": "tapered transition between cap and wall",
      "tag": "",
      "shape": "haunched/tapered",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Labeled COPING."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 1,
      "note": "Front face is called out; wall continues below the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Shown only in the partial Section B-B at left."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "minimum clear cover",
      "value": "2\" MIN. CL.",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "Cap-to-wall section"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Partial SECTION B-B"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION B-B (partial)",
    "FRONT FACE OF WALL"
  ],
  "description": "This crop shows a section titled SECTION AT END BENT AND WALL, with a rectangular cap, two partial vertical supports beneath it, a tapered transition, coping, and the front face of a wall. A partial adjacent Section B-B detail is visible at the left edge, including dimensions and reinforcement callouts."
}

p13_r06Section

  • coping×1rectangularLabeled COPING.

3'-0" horizontal dimension2" MIN. CL. minimum clear cover1'-0" TYP. typical vertical dimension2'-0" MIN. minimum vertical dimension2" CL. 3 SIDES clear cover, 3 sides1'-6" horizontal dimension6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension+3 more

crop

p13_r06 schematic of cap coping and front face wall alignment

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r06_schematic_of_cap_coping_and_front_face_wall_alignment
Original
p13_r06 schematic of cap coping and front face wall alignment
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP; reinforcement lines are shown within the cap."
    },
    {
      "name": "vertical support members below cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Extend below the crop with a break line."
    },
    {
      "name": "connecting haunch or bracket between cap and wall",
      "tag": "",
      "shape": "tapered and stepped",
      "material": "",
      "count": 1,
      "note": "Connects the cap to the wall/coping assembly."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at the top of the wall."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 1,
      "note": "Front face is identified; wall continues below the crop with a break line."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "bent bar lines",
      "material": "",
      "count": null,
      "note": "Reinforcement is diagrammatically shown inside the cap; no bar mark is legible in this portion."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal distance from B.F.P.R. reference to wall",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum cap height",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum clearance",
      "value": "2\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clearance, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial dimension at left crop edge",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "SECTION B-B (partial)",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a cross section titled SECTION AT END BENT AND WALL. A cap supported by two vertical members is connected by a tapered/stepped section to a wall with coping; the front face of the wall is identified. A partial adjacent Section B-B is visible along the left edge of the crop."
}

p13_r06 schematic of cap coping and front face wall alignmentCross Section

  • coping×1rectangularShown at the top of the wall.

6'-0" MIN. minimum horizontal distance from B.F.P.R. reference to wall3'-0" cap width2'-0" MIN. minimum cap height2" MIN. minimum clearance1'-0" typical vertical dimension2" clearance, 3 sides1'-6" horizontal dimension3'-0" partial dimension at left crop edge+1 more

Page 17

crop

p17_r09

page 17 · end_bent_wall_and_cap_p17_r09
Original
p17_r09
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 2,
      "note": "Two piles are shown beneath the cap; note states all piles shall be steel H, HP 12 X 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "",
      "count": 1,
      "note": "Callout identifies FRONT FACE OF WALL."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout identifies COPING at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap/wall section"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R piles"
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "C.L.",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "FRONT FACE OF WALL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported by two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantities table for Bent 4 left and right."
}

p17_r09Section

  • coping×1rectangularCallout identifies COPING at top of wall.

6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension2'-0" MIN. minimum vertical dimension212 KIPS maximum factored axial load326 KIPS driving resistance122 minimum tip elevation144 minimum tip elevation12.0 CY Class AA concrete quantity+4 more

crop

p17_r09 section through end bent cap wall and coping

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r09_section_through_end_bent_cap_wall_and_coping
Original
p17_r09 section through end bent cap wall and coping
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with rounded corners",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "Piles extend below the cap; lower portions are shown with break symbols."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with haunched connection to cap",
      "material": "",
      "count": 1,
      "note": "Callout identifies the front face of wall."
    },
    {
      "name": "coping",
      "tag": "COPING",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "minimum distance from B.F.P.R. to wall/front reference",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum cap depth",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    },
    {
      "label": "factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R"
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "FRONT FACE OF WALL",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported on two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantity table for Bent 4 left and Bent 4 right."
}

p17_r09 section through end bent cap wall and copingSection

  • copingCOPING×1rectangular

6'-0" MIN. minimum distance from B.F.P.R. to wall/front reference3'-0" cap width2'-0" MIN. minimum cap depth3/4" = 1'-0" scale212 KIPS factored axial load326 KIPS pile driving resistance122 minimum tip elevation at Bent 4L144 minimum tip elevation at Bent 4R+4 more

crop

p17_r10 cross section of cap wall coping and piles

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r10_cross_section_of_cap_wall_coping_and_piles
Original
p17_r10 cross section of cap wall coping and piles
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with rounded lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP; shown at end bent."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 x 53",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Piles are shown beneath the cap; drawing note states all piles shall be steel H, HP 12 x 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with stepped/sloped transition to cap",
      "material": "",
      "count": 1,
      "note": "Front face of wall is called out."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "section at end bent and wall"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "steel H-piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "Bent 4L piles"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "Bent 4R piles"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4"
  ],
  "description": "This crop shows a section at an end bent and adjacent wall, including the cap, supporting steel H-piles, wall face, and coping. It also includes pile design and driving-objective notes and the upper portion of a substructure quantities table."
}

p17_r10 cross section of cap wall coping and pilesSection

  • coping×1rectangularShown at top of wall.

6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension212 KIPS maximum factored axial loadHP 12 X 53 pile designation326 KIPS driving resistance122 minimum tip elevation at Bent 4L144 minimum tip elevation at Bent 4R3/4" = 1'-0" scale