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Connection Bolt

1 page · 2 crops · ancillary

Matched toStructural Bolt Groupbridge.superstructure.connection_system.bolt_groupcheckon “connection bolts”

1 read off the drawings · 2 not established
The class asks forValueHowFrom
Instance CountNwants countnot establishedThe notes specify the applicable connection-bolt standard but do not state a number of connection bolts or provide bolt-layout information from which a count can be derived.not found
DiameterDwants m/mmnot establishedNo connection-bolt diameter is stated. ASTM F3125 (GRADE A325) identifies the required bolt specification and grade, not a diameter in these readings.not found
Steel GradefyGRADE A325 -Connection bolts shall conform to ASTM F3125 (GRADE A325).The connection-bolt note directly states ASTM F3125 (GRADE A325).readp2 · p02_r10 steel diaphragmsp2 · p02_r10

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.

How the sheets named it

connection bolts

Notes on the sheets that carry it

  • p2STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUPERSTRUCTURE.”
  • p2STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS.
  • p2AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D.
  • p2CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION.
  • p2STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL.
  • p2ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123.
  • p2CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325).
  • p2NUTS SHALL CONFORM TO ASTM A563.
  • p2WASHERS SHALL CONFORM TO ASTM F436.
  • p2ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153.
  • p2STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
  • p2SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE.
  • p2THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUPESTR CONCRETE.”

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

Page 2

crop

p02_r10 steel diaphragms

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r10_steel_diaphragms
Original
p02_r10 steel diaphragms
{
  "view": "Notes",
  "objects": [
    {
      "name": "steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used in lieu of concrete diaphragms; components to be galvanized."
    },
    {
      "name": "concrete diaphragms",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced as shown in the plans; not depicted in this crop."
    },
    {
      "name": "exposed beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for wind loading."
    },
    {
      "name": "cross frame",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Configurations shall have a horizontal angle or channel at either the top or bottom position."
    },
    {
      "name": "horizontal angle or channel",
      "tag": "",
      "shape": "angle or channel",
      "material": "",
      "count": null,
      "note": "At either the top or bottom position of cross frame configurations."
    },
    {
      "name": "connection bolts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM F3125 (GRADE A325)."
    },
    {
      "name": "nuts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM A563."
    },
    {
      "name": "washers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM F436."
    },
    {
      "name": "hardware",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall be galvanized according to ASTM A153."
    }
  ],
  "measurements": [
    {
      "label": "gust wind duration",
      "value": "THREE",
      "unit": "SECOND",
      "appliesTo": "steel diaphragms"
    },
    {
      "label": "gust wind speed",
      "value": "140",
      "unit": "MPH",
      "appliesTo": "steel diaphragms"
    },
    {
      "label": "vertical surface area loaded",
      "value": "ONE HALF",
      "unit": "",
      "appliesTo": "exposed beam"
    }
  ],
  "notes": [
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUPERSTRUCTURE.”"
  ],
  "labels": [
    "STRENGTH LIMIT STATE III",
    "EXPOSURE CATEGORY D",
    "QPL 60",
    "SECTION 501",
    "ASTM A 123",
    "ASTM F3125 (GRADE A325)",
    "ASTM A563",
    "ASTM F436",
    "ASTM A153",
    "LUMP-SUPERSTRUCTURE"
  ],
  "description": "This crop is a general note governing the contractor-option use of steel diaphragms in place of concrete diaphragms. It specifies diaphragm wind-design criteria, fabrication and galvanizing requirements, connection hardware standards, contractor responsibility, shop-drawing submittal, and bid inclusion."
}

p02_r10 steel diaphragmsNotes

  • connection boltsShall conform to ASTM F3125 (GRADE A325).

THREE SECOND gust wind duration140 MPH gust wind speedONE HALF vertical surface area loaded

crop

p02_r10

page 2 · steel_diaphragms_p02_r10
Original
p02_r10
{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel diaphragm",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used in lieu of concrete diaphragms shown in the plans."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced as shown in the plans."
    },
    {
      "name": "Exposed beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for wind loading surface area."
    },
    {
      "name": "Cross frame configuration",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall have a horizontal angle or channel at either the top or bottom position."
    },
    {
      "name": "Horizontal angle or channel",
      "tag": "",
      "shape": "angle or channel",
      "material": "",
      "count": null,
      "note": "At either the top or bottom position of cross frame configurations."
    },
    {
      "name": "Connection bolt",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM F3125 (GRADE A325)."
    },
    {
      "name": "Nut",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM A563."
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall conform to ASTM F436."
    }
  ],
  "measurements": [
    {
      "label": "Gust wind duration",
      "value": "THREE SECOND",
      "unit": "",
      "appliesTo": "Steel diaphragm"
    },
    {
      "label": "Gust wind speed",
      "value": "140",
      "unit": "MPH",
      "appliesTo": "Steel diaphragm"
    },
    {
      "label": "Applied vertical surface area",
      "value": "ONE HALF",
      "unit": "",
      "appliesTo": "Exposed beam"
    }
  ],
  "notes": [
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS.",
    "AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D.",
    "CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION.",
    "STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL.",
    "ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123.",
    "CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325).",
    "NUTS SHALL CONFORM TO ASTM A563.",
    "WASHERS SHALL CONFORM TO ASTM F436.",
    "ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153.",
    "STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.",
    "SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE.",
    "THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUPESTR CONCRETE.”"
  ],
  "labels": [],
  "description": "This crop is a general note block addressing the optional use, design, fabrication, galvanizing, and submittal requirements for steel diaphragms. It also specifies wind-loading criteria and requirements for cross-frame configuration and connection hardware."
}

p02_r10Notes

  • Connection boltShall conform to ASTM F3125 (GRADE A325).

THREE SECOND Gust wind duration140 MPH Gust wind speedONE HALF Applied vertical surface area