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Waterproofing

2 pages · 4 crops · ×1 · deck

Matched toDeck Waterproofingbridge.superstructure.deck_system.waterproofingon “Waterproofing”

1 read off the drawings · 3 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedThe waterproofing callout in the endwall section gives only a specification reference and no extents or length dimension. The shown dimensions apply to the endwall, slab, beam, reinforcement, or joint filler, not to waterproofing.not found
WidthWwants m/mmnot establishedNo waterproofing width or transverse coverage extent is stated. Dimensions in the section are not identified as waterproofing dimensions.not found
Surface AreaA_surfacewants m2not establishedNeither waterproofing length nor width is established, so its surface area cannot be derived.not found
Material TypeMATWaterproofing per Section 530 of the Georgia DOT SpecificationsThe waterproofing note explicitly directs that waterproofing comply with Section 530 of the Georgia DOT Specifications. No more specific product or membrane type is stated.readp8 · p08_r04p8 · p08_r04 section at end bent showing beam seat reinforcement layout

Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

Every dimension read for it5

  • 12”horizontal dimensionnot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 1’-6”horizontal dimensionnot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 8”horizontal dimensionnot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 3 1/2”minimum clearancenot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout
  • 2”clear covernot attributedp8 · p08_r04 section at end bent showing beam seat reinforcement layout

Notes on the sheets that carry it

  • p2WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.
  • p2SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.
  • p2SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.
  • p2INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.
  • p85 506B AT 18" ±, ALT. TO GIVE 9" SP.
  • p83 1/2" MIN. CL.
  • p8506A AT 18"
  • p82" CL. 3 SIDES
  • p88-504B AT 12" ± BETWEEN BEAMS
  • p82-504A AT END OF BEAM
  • p81/2" PREFORMED JOINT FILLER
  • p8BEARING PAD NOT SHOWN
  • p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
  • p8SLAB REINFORCEMENT NOT SHOWN
  • p8506B AT 18” ±, ALT. TO GIVE 9” SP.
  • p8END BENT 1 SHOWN END BENT 4 SIMILAR

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

Page 2

crop

p02_r19 general notes continued

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r19_general_notes_continued
Original
p02_r19 general notes continued
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean and paint with special protective coating No. 2P; coating limits differ for end bent and intermediate bent piling."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included in special protective coating note."
    },
    {
      "name": "Cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2",
      "unit": "FT",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5",
      "unit": "FT",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS"
  ],
  "description": "This crop is a block of general construction notes for a Georgia DOT project. It documents welding certification and electrode requirements, protective coating limits for piles and swaybracing, shop drawing submission requirements, and incidental bid-item requirements."
}

p02_r19 general notes continuedNotes

  • WaterproofingListed as an incidental cost item.

2 FT Coating extension below ground for end bent piling5 FT Coating extension below ground for intermediate bent piling

crop

p02_r19

page 2 · welding_and_steel_diaphragm_notes_p02_r19
Original
p02_r19
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "End bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extends from top of pile to below ground."
    },
    {
      "name": "Cap or pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the starting point for coating on intermediate bent piling."
    },
    {
      "name": "Intermediate bent piling",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Coating extension applies regardless of encasement."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are required."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2FT",
      "unit": "FT",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5FT",
      "unit": "FT",
      "appliesTo": "Intermediate bent piling"
    }
  ],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS",
    "GEORGIA DOT SPECIFICATIONS",
    "SECTIONS 520 AND 535"
  ],
  "description": "This crop is a block of general construction notes covering welding, protective coating, shop drawing submission, and incidental bid items. It documents requirements for piles, swaybracing, bent piling, beams, metal deck forms, steel diaphragms, waterproofing, and joint fillers; no structural view or item quantities are shown."
}

p02_r19Notes

  • WaterproofingIncluded as an incidental cost item.

2FT FT Coating extension below ground for end bent piling5FT FT Coating extension below ground for intermediate bent piling

Page 8

crop

p08_r04

page 8 · end_bent_endwall_bearing_seat_p08_r04
Original
p08_r04
{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped rectangular section with tapered outer face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section at endwall; End Bent 1 shown and End Bent 4 similar."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Placed at 18\" ±, alternating to give 9\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Placed at 18\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "horizontal strip",
      "material": "",
      "count": 1,
      "note": "Located at the slab/endwall interface."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 1,
      "note": "See Section 530 of the Georgia DOT Specifications."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "radius",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar spacing",
      "value": "18\" ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternating spacing",
      "value": "9\"",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clear cover",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar spacing",
      "value": "18\"",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar spacing",
      "value": "12\" ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT ENDWALL"
    }
  ],
  "notes": [
    "5 506B AT 18\" ±, ALT. TO GIVE 9\" SP.",
    "3 1/2\" MIN. CL.",
    "506A AT 18\"",
    "2\" CL. 3 SIDES",
    "8-504B AT 12\" ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "1/2\" PREFORMED JOINT FILLER",
    "BEARING PAD NOT SHOWN",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop is a sectional reinforcement and interface detail titled SECTION AT ENDWALL. It shows the endwall profile, adjacent slab interface, reinforcement callouts, joint filler, waterproofing callout, and a bearing-pad note; End Bent 1 is shown and End Bent 4 is noted as similar."
}

p08_r04Section

  • waterproofing×1layerSee Section 530 of the Georgia DOT Specifications.

12" horizontal dimension1'-6" horizontal dimension8" horizontal dimension1/4" radius18" ± bar spacing9" alternating spacing3 1/2" minimum clear cover18" bar spacing+10 more

crop

p08_r04 section at end bent showing beam seat reinforcement layout

page 8 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p08_r04_section_at_end_bent_showing_beam_seat_reinforcement_layout
Original
p08_r04 section at end bent showing beam seat reinforcement layout
{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped rectangular section with sloped face",
      "material": "",
      "count": 1,
      "note": "Section at endwall."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular section, partially shown",
      "material": "",
      "count": 1,
      "note": "End-of-beam reinforcement callouts are shown."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular section",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Placed alternately."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "straight bar",
      "material": "",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "thin rectangular layer",
      "material": "preformed joint filler",
      "count": 1,
      "note": "Located between the endwall and slab."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": null,
      "note": "See Section 530 of the Georgia DOT Specifications."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "radius",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "506B spacing",
      "value": "18” ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternate spacing",
      "value": "9”",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clearance",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "10”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "clear cover",
      "value": "2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "506A spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "504B spacing",
      "value": "12” ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION AT ENDWALL"
    }
  ],
  "notes": [
    "506B AT 18” ±, ALT. TO GIVE 9” SP.",
    "3 1/2” MIN. CL.",
    "2” CL. 3 SIDES",
    "8-504B AT 12” ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "1/2” PREFORMED JOINT FILLER",
    "BEARING PAD NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "END BENT 1 SHOWN END BENT 4 SIMILAR"
  ],
  "labels": [
    "1-505",
    "4-401",
    "4-900",
    "SECTION AT ENDWALL",
    "SCALE: 3/4” = 1’-0”"
  ],
  "description": "This crop is a sectional reinforcement and joint detail titled SECTION AT ENDWALL. It shows the endwall adjacent to the end of a beam and slab, including reinforcing-bar callouts, waterproofing, and a preformed joint filler. The detail states that End Bent 1 is shown and End Bent 4 is similar."
}

p08_r04 section at end bent showing beam seat reinforcement layoutSection

  • waterproofinglayerSee Section 530 of the Georgia DOT Specifications.

12” horizontal dimension1’-6” horizontal dimension8” horizontal dimension1/4” radius18” ± 506B spacing9” alternate spacing3 1/2” minimum clearance10” vertical dimension+10 more