Visual Inspection - Structural Steel

• Report Number

• Project Name

• Date of Inspection

  Date

• Project Number

• Location
  Address

• P.O. Number

• Prepared by

• Inspector’s Signature

  Sign

Inspection Item 1

• Inspection Type

  Select Column Anchor Rods Bolted Connections Welded Connections Deck Fasteners Post-Installed Anchors Miscellaneous

  • Column Anchor Rods
  • Bolted Connections
  • Welded Connections
  • Deck Fasteners
  • Post-Installed Anchors
  • Miscellaneous

• Type of Bolt(s)

  Select High-Strength Bolts (Beam/Column Connections) Other (Please Specify)

  • High-Strength Bolts (Beam/Column Connections)
  • Other (Please Specify)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Comments/Description

• Picture(s)

  Media

• Do the bolt assemblies comply with RCSC requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Incorrect Grade - Bolt Incorrect Grade - Nut Incorrect Grade - Washer

  • Incorrect Grade - Bolt
  • Incorrect Grade - Nut
  • Incorrect Grade - Washer

• Specify grade of bolts installed.

  Select Grade 5 Grade 8 ASTM A307 Other

  • Grade 5
  • Grade 8
  • ASTM A307
  • Other

• Please specify

• Specify grade of installed nuts

• Specify grade of installed washers.

• Location(s)/Grid Lines of deficiency(ies)

• Do the bolt assemblies comply with project requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Field-enlarged holes Incorrect bolt grade Not properly tightened Missing bolts assemblies Missing washers Missing nuts Incorrect bolt size Incorrect bolt length Incorrect washer grade Incorrect washer size Incorrect nut grade Incorrect nut size Other (please specify)

  • Field-enlarged holes
  • Incorrect bolt grade
  • Not properly tightened
  • Missing bolts assemblies
  • Missing washers
  • Missing nuts
  • Incorrect bolt size
  • Incorrect bolt length
  • Incorrect washer grade
  • Incorrect washer size
  • Incorrect nut grade
  • Incorrect nut size
  • Other (please specify)

• Please specify

• Location(s)/Grid Lines of deficiency(ies)

• Required bolt tensioning method.

  Select Snug-Tight Conditions Pretensioned

  • Snug-Tight Conditions
  • Pretensioned

• Method of pretensioning used

  Select Tension Control Bolts Turn-of-Nut Calibrated Torque Wrench Direct Tension Indicators (DTI)

  • Tension Control Bolts
  • Turn-of-Nut
  • Calibrated Torque Wrench
  • Direct Tension Indicators (DTI)

• Have the twist-off splines been correctly severed?

  Yes

  No

  N/A

• Have the bolt assemblies been properly match-marked and turned per RCSC Table 8.2?

  Yes

  No

  N/A

• Have the bolt assemblies been properly tensioned per RCSC Table 8.1?

  Yes

  No

  N/A

• Is the appropriate feeler gage refused entry in at least half of the spaces between the protrusions?

  Yes

  No

  N/A

• Are the DTI protrusions facing away from the connecting plies?

  Yes

  No

  N/A

• (Snug-Tight) Have the plies of the connected elements been brought into firm contact as described in RCSC?

  Yes

  No

  N/A

• (Snug-Tight) Have the bolt assemblies been tightened sufficiently to prevent the turning of the nuts without use of a wrench?

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Specify Bolt Inspection Type

• Comments/Description

• Picture(s)

  Media

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Location(s)/Grid Lines of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

• Weld Category

  Select Beam Connections Joist Connections Column Baseplates Vertical Bracing Miscellaneous Connections Moment Connections (Visual)

  • Beam Connections
  • Joist Connections
  • Column Baseplates
  • Vertical Bracing
  • Miscellaneous Connections
  • Moment Connections (Visual)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Referenced Details (if available)

• Comments/Description

• Picture(s)

• Type of fasteners used at supporting steel.

  Select Arc Spot Welds ("Puddle Welds") Mechanical Fasteners

  • Arc Spot Welds ("Puddle Welds")
  • Mechanical Fasteners

• Does the visual quality and placement of the arc spot welds comply with the contract drawings and AWS D1.3 (2018), Section 8.1.1?

  Yes

  No

  N/A

• Describe the arc spot weld deficiency(ies).

  Select Incorrect weld spacing Undersized welds Incomplete fusion to decking Insufficient weld reinforcement (Underfill) Other (Please Specify)

  • Incorrect weld spacing
  • Undersized welds
  • Incomplete fusion to decking
  • Insufficient weld reinforcement (Underfill)
  • Other (Please Specify)

• Required Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the required weld pattern/spacing.

• Installed Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the installed weld pattern/spacing.

• Type of Mechanical Fasteners

  Hilti

  Simpson Strong-Tie

  Other

• Hilti Fastener Type

  Hilti HSN-24

  Hilti ENP-19

  Other

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Describe the type of Hilti fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Type of Simpson Strong-Tie Fastener.

  Select Strong-Drive Self-Drilling X Metal Screw Strong-Drive XM Medium Head Metal Screw Other

  • Strong-Drive Self-Drilling X Metal Screw
  • Strong-Drive XM Medium Head Metal Screw
  • Other

• Describe the type of Simpson Strong-Tie Fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Specify type of mechanical fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Description of the connection type(s)

• Does the installation of the connection(s) comply with the contract drawings, manufacturer's recommendations, applicable code section?

  Yes

  No

  N/A

• Description of the deficiency.

• Location(s)/Grid Lines of the deficiency(ies).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Do the installed conditions comply with the contract drawings, AWS D1.1, AISC, and ACI requirements?

  Yes

  No

  N/A

• Please specify the type of deficiency(ies).

  Select Loose connection(s) Field enlarged baseplate bolt holes (torch-cut) Insufficient nut engagement with anchor rod (short anchor) Washers not installed Nuts not installed Incorrect washer grade Incorrect nut grade Other Missing welds at washers

  • Loose connection(s)
  • Field enlarged baseplate bolt holes (torch-cut)
  • Insufficient nut engagement with anchor rod (short anchor)
  • Washers not installed
  • Nuts not installed
  • Incorrect washer grade
  • Incorrect nut grade
  • Other
  • Missing welds at washers

• Please specify type of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Any other Item(s)/Area(s) inspected?

  Yes

  No

  N/A

Inspection Item 2

• Inspection Type

  Select Column Anchor Rods Bolted Connections Welded Connections Deck Fasteners Post-Installed Anchors Miscellaneous

  • Column Anchor Rods
  • Bolted Connections
  • Welded Connections
  • Deck Fasteners
  • Post-Installed Anchors
  • Miscellaneous

• Type of Bolt(s)

  Select High-Strength Bolts (Beam/Column Connections) Other (Please Specify)

  • High-Strength Bolts (Beam/Column Connections)
  • Other (Please Specify)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Comments/Description

• Picture(s)

  Media

• Do the bolt assemblies comply with RCSC requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Incorrect Grade - Bolt Incorrect Grade - Nut Incorrect Grade - Washer

  • Incorrect Grade - Bolt
  • Incorrect Grade - Nut
  • Incorrect Grade - Washer

• Specify grade of bolts installed.

  Select Grade 5 Grade 8 ASTM A307 Other

  • Grade 5
  • Grade 8
  • ASTM A307
  • Other

• Please specify

• Specify grade of installed nuts

• Specify grade of installed washers.

• Location(s)/Grid Lines of deficiency(ies)

• Do the bolt assemblies comply with project requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Field-enlarged holes Incorrect bolt grade Not properly tightened Missing bolts assemblies Missing washers Missing nuts Incorrect bolt size Incorrect bolt length Incorrect washer grade Incorrect washer size Incorrect nut grade Incorrect nut size Other (please specify)

  • Field-enlarged holes
  • Incorrect bolt grade
  • Not properly tightened
  • Missing bolts assemblies
  • Missing washers
  • Missing nuts
  • Incorrect bolt size
  • Incorrect bolt length
  • Incorrect washer grade
  • Incorrect washer size
  • Incorrect nut grade
  • Incorrect nut size
  • Other (please specify)

• Please specify

• Location(s)/Grid Lines of deficiency(ies)

• Required bolt tensioning method.

  Select Snug-Tight Conditions Pretensioned

  • Snug-Tight Conditions
  • Pretensioned

• Method of pretensioning used

  Select Tension Control Bolts Turn-of-Nut Calibrated Torque Wrench Direct Tension Indicators (DTI)

  • Tension Control Bolts
  • Turn-of-Nut
  • Calibrated Torque Wrench
  • Direct Tension Indicators (DTI)

• Have the twist-off splines been correctly severed?

  Yes

  No

  N/A

• Have the bolt assemblies been properly match-marked and turned per RCSC Table 8.2?

  Yes

  No

  N/A

• Have the bolt assemblies been properly tensioned per RCSC Table 8.1?

  Yes

  No

  N/A

• Is the appropriate feeler gage refused entry in at least half of the spaces between the protrusions?

  Yes

  No

  N/A

• Are the DTI protrusions facing away from the connecting plies?

  Yes

  No

  N/A

• (Snug-Tight) Have the plies of the connected elements been brought into firm contact as described in RCSC?

  Yes

  No

  N/A

• (Snug-Tight) Have the bolt assemblies been tightened sufficiently to prevent the turning of the nuts without use of a wrench?

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Specify Bolt Inspection Type

• Comments/Description

• Picture(s)

  Media

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Location(s)/Grid Lines of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

• Weld Category

  Select Beam Connections Joist Connections Column Baseplates Vertical Bracing Miscellaneous Connections Moment Connections (Visual)

  • Beam Connections
  • Joist Connections
  • Column Baseplates
  • Vertical Bracing
  • Miscellaneous Connections
  • Moment Connections (Visual)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Referenced Details (if available)

• Comments/Description

• Picture(s)

• Type of fasteners used at supporting steel.

  Select Arc Spot Welds ("Puddle Welds") Mechanical Fasteners

  • Arc Spot Welds ("Puddle Welds")
  • Mechanical Fasteners

• Does the visual quality and placement of the arc spot welds comply with the contract drawings and AWS D1.3 (2018), Section 8.1.1?

  Yes

  No

  N/A

• Describe the arc spot weld deficiency(ies).

  Select Incorrect weld spacing Undersized welds Incomplete fusion to decking Insufficient weld reinforcement (Underfill) Other (Please Specify)

  • Incorrect weld spacing
  • Undersized welds
  • Incomplete fusion to decking
  • Insufficient weld reinforcement (Underfill)
  • Other (Please Specify)

• Required Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the required weld pattern/spacing.

• Installed Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the installed weld pattern/spacing.

• Type of Mechanical Fasteners

  Hilti

  Simpson Strong-Tie

  Other

• Hilti Fastener Type

  Hilti HSN-24

  Hilti ENP-19

  Other

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Describe the type of Hilti fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Type of Simpson Strong-Tie Fastener.

  Select Strong-Drive Self-Drilling X Metal Screw Strong-Drive XM Medium Head Metal Screw Other

  • Strong-Drive Self-Drilling X Metal Screw
  • Strong-Drive XM Medium Head Metal Screw
  • Other

• Describe the type of Simpson Strong-Tie Fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Specify type of mechanical fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Description of the connection type(s)

• Does the installation of the connection(s) comply with the contract drawings, manufacturer's recommendations, applicable code section?

  Yes

  No

  N/A

• Description of the deficiency.

• Location(s)/Grid Lines of the deficiency(ies).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Do the installed conditions comply with the contract drawings, AWS D1.1, AISC, and ACI requirements?

  Yes

  No

  N/A

• Please specify the type of deficiency(ies).

  Select Loose connection(s) Field enlarged baseplate bolt holes (torch-cut) Insufficient nut engagement with anchor rod (short anchor) Washers not installed Nuts not installed Incorrect washer grade Incorrect nut grade Other Missing welds at washers

  • Loose connection(s)
  • Field enlarged baseplate bolt holes (torch-cut)
  • Insufficient nut engagement with anchor rod (short anchor)
  • Washers not installed
  • Nuts not installed
  • Incorrect washer grade
  • Incorrect nut grade
  • Other
  • Missing welds at washers

• Please specify type of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Any other Item(s)/Area(s) inspected?

  Yes

  No

  N/A

Inspection Item 3

• Inspection Type

  Select Column Anchor Rods Bolted Connections Welded Connections Deck Fasteners Post-Installed Anchors Miscellaneous

  • Column Anchor Rods
  • Bolted Connections
  • Welded Connections
  • Deck Fasteners
  • Post-Installed Anchors
  • Miscellaneous

• Type of Bolt(s)

  Select High-Strength Bolts (Beam/Column Connections) Other (Please Specify)

  • High-Strength Bolts (Beam/Column Connections)
  • Other (Please Specify)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Comments/Description

• Picture(s)

  Media

• Do the bolt assemblies comply with RCSC requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Incorrect Grade - Bolt Incorrect Grade - Nut Incorrect Grade - Washer

  • Incorrect Grade - Bolt
  • Incorrect Grade - Nut
  • Incorrect Grade - Washer

• Specify grade of bolts installed.

  Select Grade 5 Grade 8 ASTM A307 Other

  • Grade 5
  • Grade 8
  • ASTM A307
  • Other

• Please specify

• Specify grade of installed nuts

• Specify grade of installed washers.

• Location(s)/Grid Lines of deficiency(ies)

• Do the bolt assemblies comply with project requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Field-enlarged holes Incorrect bolt grade Not properly tightened Missing bolts assemblies Missing washers Missing nuts Incorrect bolt size Incorrect bolt length Incorrect washer grade Incorrect washer size Incorrect nut grade Incorrect nut size Other (please specify)

  • Field-enlarged holes
  • Incorrect bolt grade
  • Not properly tightened
  • Missing bolts assemblies
  • Missing washers
  • Missing nuts
  • Incorrect bolt size
  • Incorrect bolt length
  • Incorrect washer grade
  • Incorrect washer size
  • Incorrect nut grade
  • Incorrect nut size
  • Other (please specify)

• Please specify

• Location(s)/Grid Lines of deficiency(ies)

• Required bolt tensioning method.

  Select Snug-Tight Conditions Pretensioned

  • Snug-Tight Conditions
  • Pretensioned

• Method of pretensioning used

  Select Tension Control Bolts Turn-of-Nut Calibrated Torque Wrench Direct Tension Indicators (DTI)

  • Tension Control Bolts
  • Turn-of-Nut
  • Calibrated Torque Wrench
  • Direct Tension Indicators (DTI)

• Have the twist-off splines been correctly severed?

  Yes

  No

  N/A

• Have the bolt assemblies been properly match-marked and turned per RCSC Table 8.2?

  Yes

  No

  N/A

• Have the bolt assemblies been properly tensioned per RCSC Table 8.1?

  Yes

  No

  N/A

• Is the appropriate feeler gage refused entry in at least half of the spaces between the protrusions?

  Yes

  No

  N/A

• Are the DTI protrusions facing away from the connecting plies?

  Yes

  No

  N/A

• (Snug-Tight) Have the plies of the connected elements been brought into firm contact as described in RCSC?

  Yes

  No

  N/A

• (Snug-Tight) Have the bolt assemblies been tightened sufficiently to prevent the turning of the nuts without use of a wrench?

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Specify Bolt Inspection Type

• Comments/Description

• Picture(s)

  Media

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Location(s)/Grid Lines of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

• Weld Category

  Select Beam Connections Joist Connections Column Baseplates Vertical Bracing Miscellaneous Connections Moment Connections (Visual)

  • Beam Connections
  • Joist Connections
  • Column Baseplates
  • Vertical Bracing
  • Miscellaneous Connections
  • Moment Connections (Visual)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Referenced Details (if available)

• Comments/Description

• Picture(s)

• Type of fasteners used at supporting steel.

  Select Arc Spot Welds ("Puddle Welds") Mechanical Fasteners

  • Arc Spot Welds ("Puddle Welds")
  • Mechanical Fasteners

• Does the visual quality and placement of the arc spot welds comply with the contract drawings and AWS D1.3 (2018), Section 8.1.1?

  Yes

  No

  N/A

• Describe the arc spot weld deficiency(ies).

  Select Incorrect weld spacing Undersized welds Incomplete fusion to decking Insufficient weld reinforcement (Underfill) Other (Please Specify)

  • Incorrect weld spacing
  • Undersized welds
  • Incomplete fusion to decking
  • Insufficient weld reinforcement (Underfill)
  • Other (Please Specify)

• Required Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the required weld pattern/spacing.

• Installed Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the installed weld pattern/spacing.

• Type of Mechanical Fasteners

  Hilti

  Simpson Strong-Tie

  Other

• Hilti Fastener Type

  Hilti HSN-24

  Hilti ENP-19

  Other

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Describe the type of Hilti fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Type of Simpson Strong-Tie Fastener.

  Select Strong-Drive Self-Drilling X Metal Screw Strong-Drive XM Medium Head Metal Screw Other

  • Strong-Drive Self-Drilling X Metal Screw
  • Strong-Drive XM Medium Head Metal Screw
  • Other

• Describe the type of Simpson Strong-Tie Fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Specify type of mechanical fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Description of the connection type(s)

• Does the installation of the connection(s) comply with the contract drawings, manufacturer's recommendations, applicable code section?

  Yes

  No

  N/A

• Description of the deficiency.

• Location(s)/Grid Lines of the deficiency(ies).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Do the installed conditions comply with the contract drawings, AWS D1.1, AISC, and ACI requirements?

  Yes

  No

  N/A

• Please specify the type of deficiency(ies).

  Select Loose connection(s) Field enlarged baseplate bolt holes (torch-cut) Insufficient nut engagement with anchor rod (short anchor) Washers not installed Nuts not installed Incorrect washer grade Incorrect nut grade Other Missing welds at washers

  • Loose connection(s)
  • Field enlarged baseplate bolt holes (torch-cut)
  • Insufficient nut engagement with anchor rod (short anchor)
  • Washers not installed
  • Nuts not installed
  • Incorrect washer grade
  • Incorrect nut grade
  • Other
  • Missing welds at washers

• Please specify type of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Any other Item(s)/Area(s) inspected?

  Yes

  No

  N/A

Inspection Item 4

• Inspection Type

  Select Column Anchor Rods Bolted Connections Welded Connections Deck Fasteners Post-Installed Anchors Miscellaneous

  • Column Anchor Rods
  • Bolted Connections
  • Welded Connections
  • Deck Fasteners
  • Post-Installed Anchors
  • Miscellaneous

• Type of Bolt(s)

  Select High-Strength Bolts (Beam/Column Connections) Other (Please Specify)

  • High-Strength Bolts (Beam/Column Connections)
  • Other (Please Specify)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Comments/Description

• Picture(s)

  Media

• Do the bolt assemblies comply with RCSC requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Incorrect Grade - Bolt Incorrect Grade - Nut Incorrect Grade - Washer

  • Incorrect Grade - Bolt
  • Incorrect Grade - Nut
  • Incorrect Grade - Washer

• Specify grade of bolts installed.

  Select Grade 5 Grade 8 ASTM A307 Other

  • Grade 5
  • Grade 8
  • ASTM A307
  • Other

• Please specify

• Specify grade of installed nuts

• Specify grade of installed washers.

• Location(s)/Grid Lines of deficiency(ies)

• Do the bolt assemblies comply with project requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Field-enlarged holes Incorrect bolt grade Not properly tightened Missing bolts assemblies Missing washers Missing nuts Incorrect bolt size Incorrect bolt length Incorrect washer grade Incorrect washer size Incorrect nut grade Incorrect nut size Other (please specify)

  • Field-enlarged holes
  • Incorrect bolt grade
  • Not properly tightened
  • Missing bolts assemblies
  • Missing washers
  • Missing nuts
  • Incorrect bolt size
  • Incorrect bolt length
  • Incorrect washer grade
  • Incorrect washer size
  • Incorrect nut grade
  • Incorrect nut size
  • Other (please specify)

• Please specify

• Location(s)/Grid Lines of deficiency(ies)

• Required bolt tensioning method.

  Select Snug-Tight Conditions Pretensioned

  • Snug-Tight Conditions
  • Pretensioned

• Method of pretensioning used

  Select Tension Control Bolts Turn-of-Nut Calibrated Torque Wrench Direct Tension Indicators (DTI)

  • Tension Control Bolts
  • Turn-of-Nut
  • Calibrated Torque Wrench
  • Direct Tension Indicators (DTI)

• Have the twist-off splines been correctly severed?

  Yes

  No

  N/A

• Have the bolt assemblies been properly match-marked and turned per RCSC Table 8.2?

  Yes

  No

  N/A

• Have the bolt assemblies been properly tensioned per RCSC Table 8.1?

  Yes

  No

  N/A

• Is the appropriate feeler gage refused entry in at least half of the spaces between the protrusions?

  Yes

  No

  N/A

• Are the DTI protrusions facing away from the connecting plies?

  Yes

  No

  N/A

• (Snug-Tight) Have the plies of the connected elements been brought into firm contact as described in RCSC?

  Yes

  No

  N/A

• (Snug-Tight) Have the bolt assemblies been tightened sufficiently to prevent the turning of the nuts without use of a wrench?

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Specify Bolt Inspection Type

• Comments/Description

• Picture(s)

  Media

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Location(s)/Grid Lines of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

• Weld Category

  Select Beam Connections Joist Connections Column Baseplates Vertical Bracing Miscellaneous Connections Moment Connections (Visual)

  • Beam Connections
  • Joist Connections
  • Column Baseplates
  • Vertical Bracing
  • Miscellaneous Connections
  • Moment Connections (Visual)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Referenced Details (if available)

• Comments/Description

• Picture(s)

• Type of fasteners used at supporting steel.

  Select Arc Spot Welds ("Puddle Welds") Mechanical Fasteners

  • Arc Spot Welds ("Puddle Welds")
  • Mechanical Fasteners

• Does the visual quality and placement of the arc spot welds comply with the contract drawings and AWS D1.3 (2018), Section 8.1.1?

  Yes

  No

  N/A

• Describe the arc spot weld deficiency(ies).

  Select Incorrect weld spacing Undersized welds Incomplete fusion to decking Insufficient weld reinforcement (Underfill) Other (Please Specify)

  • Incorrect weld spacing
  • Undersized welds
  • Incomplete fusion to decking
  • Insufficient weld reinforcement (Underfill)
  • Other (Please Specify)

• Required Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the required weld pattern/spacing.

• Installed Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the installed weld pattern/spacing.

• Type of Mechanical Fasteners

  Hilti

  Simpson Strong-Tie

  Other

• Hilti Fastener Type

  Hilti HSN-24

  Hilti ENP-19

  Other

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Describe the type of Hilti fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Type of Simpson Strong-Tie Fastener.

  Select Strong-Drive Self-Drilling X Metal Screw Strong-Drive XM Medium Head Metal Screw Other

  • Strong-Drive Self-Drilling X Metal Screw
  • Strong-Drive XM Medium Head Metal Screw
  • Other

• Describe the type of Simpson Strong-Tie Fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Specify type of mechanical fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Description of the connection type(s)

• Does the installation of the connection(s) comply with the contract drawings, manufacturer's recommendations, applicable code section?

  Yes

  No

  N/A

• Description of the deficiency.

• Location(s)/Grid Lines of the deficiency(ies).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Do the installed conditions comply with the contract drawings, AWS D1.1, AISC, and ACI requirements?

  Yes

  No

  N/A

• Please specify the type of deficiency(ies).

  Select Loose connection(s) Field enlarged baseplate bolt holes (torch-cut) Insufficient nut engagement with anchor rod (short anchor) Washers not installed Nuts not installed Incorrect washer grade Incorrect nut grade Other Missing welds at washers

  • Loose connection(s)
  • Field enlarged baseplate bolt holes (torch-cut)
  • Insufficient nut engagement with anchor rod (short anchor)
  • Washers not installed
  • Nuts not installed
  • Incorrect washer grade
  • Incorrect nut grade
  • Other
  • Missing welds at washers

• Please specify type of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Any other Item(s)/Area(s) inspected?

  Yes

  No

  N/A

Inspection Item 5

• Inspection Type

  Select Column Anchor Rods Bolted Connections Welded Connections Deck Fasteners Post-Installed Anchors Miscellaneous

  • Column Anchor Rods
  • Bolted Connections
  • Welded Connections
  • Deck Fasteners
  • Post-Installed Anchors
  • Miscellaneous

• Type of Bolt(s)

  Select High-Strength Bolts (Beam/Column Connections) Other (Please Specify)

  • High-Strength Bolts (Beam/Column Connections)
  • Other (Please Specify)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Comments/Description

• Picture(s)

  Media

• Do the bolt assemblies comply with RCSC requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Incorrect Grade - Bolt Incorrect Grade - Nut Incorrect Grade - Washer

  • Incorrect Grade - Bolt
  • Incorrect Grade - Nut
  • Incorrect Grade - Washer

• Specify grade of bolts installed.

  Select Grade 5 Grade 8 ASTM A307 Other

  • Grade 5
  • Grade 8
  • ASTM A307
  • Other

• Please specify

• Specify grade of installed nuts

• Specify grade of installed washers.

• Location(s)/Grid Lines of deficiency(ies)

• Do the bolt assemblies comply with project requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Field-enlarged holes Incorrect bolt grade Not properly tightened Missing bolts assemblies Missing washers Missing nuts Incorrect bolt size Incorrect bolt length Incorrect washer grade Incorrect washer size Incorrect nut grade Incorrect nut size Other (please specify)

  • Field-enlarged holes
  • Incorrect bolt grade
  • Not properly tightened
  • Missing bolts assemblies
  • Missing washers
  • Missing nuts
  • Incorrect bolt size
  • Incorrect bolt length
  • Incorrect washer grade
  • Incorrect washer size
  • Incorrect nut grade
  • Incorrect nut size
  • Other (please specify)

• Please specify

• Location(s)/Grid Lines of deficiency(ies)

• Required bolt tensioning method.

  Select Snug-Tight Conditions Pretensioned

  • Snug-Tight Conditions
  • Pretensioned

• Method of pretensioning used

  Select Tension Control Bolts Turn-of-Nut Calibrated Torque Wrench Direct Tension Indicators (DTI)

  • Tension Control Bolts
  • Turn-of-Nut
  • Calibrated Torque Wrench
  • Direct Tension Indicators (DTI)

• Have the twist-off splines been correctly severed?

  Yes

  No

  N/A

• Have the bolt assemblies been properly match-marked and turned per RCSC Table 8.2?

  Yes

  No

  N/A

• Have the bolt assemblies been properly tensioned per RCSC Table 8.1?

  Yes

  No

  N/A

• Is the appropriate feeler gage refused entry in at least half of the spaces between the protrusions?

  Yes

  No

  N/A

• Are the DTI protrusions facing away from the connecting plies?

  Yes

  No

  N/A

• (Snug-Tight) Have the plies of the connected elements been brought into firm contact as described in RCSC?

  Yes

  No

  N/A

• (Snug-Tight) Have the bolt assemblies been tightened sufficiently to prevent the turning of the nuts without use of a wrench?

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Specify Bolt Inspection Type

• Comments/Description

• Picture(s)

  Media

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Location(s)/Grid Lines of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

• Weld Category

  Select Beam Connections Joist Connections Column Baseplates Vertical Bracing Miscellaneous Connections Moment Connections (Visual)

  • Beam Connections
  • Joist Connections
  • Column Baseplates
  • Vertical Bracing
  • Miscellaneous Connections
  • Moment Connections (Visual)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Referenced Details (if available)

• Comments/Description

• Picture(s)

• Type of fasteners used at supporting steel.

  Select Arc Spot Welds ("Puddle Welds") Mechanical Fasteners

  • Arc Spot Welds ("Puddle Welds")
  • Mechanical Fasteners

• Does the visual quality and placement of the arc spot welds comply with the contract drawings and AWS D1.3 (2018), Section 8.1.1?

  Yes

  No

  N/A

• Describe the arc spot weld deficiency(ies).

  Select Incorrect weld spacing Undersized welds Incomplete fusion to decking Insufficient weld reinforcement (Underfill) Other (Please Specify)

  • Incorrect weld spacing
  • Undersized welds
  • Incomplete fusion to decking
  • Insufficient weld reinforcement (Underfill)
  • Other (Please Specify)

• Required Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the required weld pattern/spacing.

• Installed Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the installed weld pattern/spacing.

• Type of Mechanical Fasteners

  Hilti

  Simpson Strong-Tie

  Other

• Hilti Fastener Type

  Hilti HSN-24

  Hilti ENP-19

  Other

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Describe the type of Hilti fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Type of Simpson Strong-Tie Fastener.

  Select Strong-Drive Self-Drilling X Metal Screw Strong-Drive XM Medium Head Metal Screw Other

  • Strong-Drive Self-Drilling X Metal Screw
  • Strong-Drive XM Medium Head Metal Screw
  • Other

• Describe the type of Simpson Strong-Tie Fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Specify type of mechanical fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Description of the connection type(s)

• Does the installation of the connection(s) comply with the contract drawings, manufacturer's recommendations, applicable code section?

  Yes

  No

  N/A

• Description of the deficiency.

• Location(s)/Grid Lines of the deficiency(ies).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Do the installed conditions comply with the contract drawings, AWS D1.1, AISC, and ACI requirements?

  Yes

  No

  N/A

• Please specify the type of deficiency(ies).

  Select Loose connection(s) Field enlarged baseplate bolt holes (torch-cut) Insufficient nut engagement with anchor rod (short anchor) Washers not installed Nuts not installed Incorrect washer grade Incorrect nut grade Other Missing welds at washers

  • Loose connection(s)
  • Field enlarged baseplate bolt holes (torch-cut)
  • Insufficient nut engagement with anchor rod (short anchor)
  • Washers not installed
  • Nuts not installed
  • Incorrect washer grade
  • Incorrect nut grade
  • Other
  • Missing welds at washers

• Please specify type of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Any other Item(s)/Area(s) inspected?

  Yes

  No

  N/A

Inspection Item 6

• Inspection Type

  Select Column Anchor Rods Bolted Connections Welded Connections Deck Fasteners Post-Installed Anchors Miscellaneous

  • Column Anchor Rods
  • Bolted Connections
  • Welded Connections
  • Deck Fasteners
  • Post-Installed Anchors
  • Miscellaneous

• Type of Bolt(s)

  Select High-Strength Bolts (Beam/Column Connections) Other (Please Specify)

  • High-Strength Bolts (Beam/Column Connections)
  • Other (Please Specify)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Comments/Description

• Picture(s)

  Media

• Do the bolt assemblies comply with RCSC requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Incorrect Grade - Bolt Incorrect Grade - Nut Incorrect Grade - Washer

  • Incorrect Grade - Bolt
  • Incorrect Grade - Nut
  • Incorrect Grade - Washer

• Specify grade of bolts installed.

  Select Grade 5 Grade 8 ASTM A307 Other

  • Grade 5
  • Grade 8
  • ASTM A307
  • Other

• Please specify

• Specify grade of installed nuts

• Specify grade of installed washers.

• Location(s)/Grid Lines of deficiency(ies)

• Do the bolt assemblies comply with project requirements?

  Yes

  No

  N/A

• Description of deficiency(ies)

  Select Field-enlarged holes Incorrect bolt grade Not properly tightened Missing bolts assemblies Missing washers Missing nuts Incorrect bolt size Incorrect bolt length Incorrect washer grade Incorrect washer size Incorrect nut grade Incorrect nut size Other (please specify)

  • Field-enlarged holes
  • Incorrect bolt grade
  • Not properly tightened
  • Missing bolts assemblies
  • Missing washers
  • Missing nuts
  • Incorrect bolt size
  • Incorrect bolt length
  • Incorrect washer grade
  • Incorrect washer size
  • Incorrect nut grade
  • Incorrect nut size
  • Other (please specify)

• Please specify

• Location(s)/Grid Lines of deficiency(ies)

• Required bolt tensioning method.

  Select Snug-Tight Conditions Pretensioned

  • Snug-Tight Conditions
  • Pretensioned

• Method of pretensioning used

  Select Tension Control Bolts Turn-of-Nut Calibrated Torque Wrench Direct Tension Indicators (DTI)

  • Tension Control Bolts
  • Turn-of-Nut
  • Calibrated Torque Wrench
  • Direct Tension Indicators (DTI)

• Have the twist-off splines been correctly severed?

  Yes

  No

  N/A

• Have the bolt assemblies been properly match-marked and turned per RCSC Table 8.2?

  Yes

  No

  N/A

• Have the bolt assemblies been properly tensioned per RCSC Table 8.1?

  Yes

  No

  N/A

• Is the appropriate feeler gage refused entry in at least half of the spaces between the protrusions?

  Yes

  No

  N/A

• Are the DTI protrusions facing away from the connecting plies?

  Yes

  No

  N/A

• (Snug-Tight) Have the plies of the connected elements been brought into firm contact as described in RCSC?

  Yes

  No

  N/A

• (Snug-Tight) Have the bolt assemblies been tightened sufficiently to prevent the turning of the nuts without use of a wrench?

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Specify Bolt Inspection Type

• Comments/Description

• Picture(s)

  Media

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Location(s)/Grid Lines of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

• Weld Category

  Select Beam Connections Joist Connections Column Baseplates Vertical Bracing Miscellaneous Connections Moment Connections (Visual)

  • Beam Connections
  • Joist Connections
  • Column Baseplates
  • Vertical Bracing
  • Miscellaneous Connections
  • Moment Connections (Visual)

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Does the visual quality of the welds comply with the specified details, contract drawings, and AWS D1.1 (2020), Table 8.1?

  Yes

  No

  N/A

• Describe the weld deficiencies (Select all that apply).

  Select Welds not cleaned (Slag not removed) Excessive Weld Undercut Weld Overlap Excessive Weld Porosity Undersized Fillet Welds Unfilled Weld Craters Lack of Fusion Missing Welds Insufficient Weld Length Welds Coated with Paint Excessive Weld Spacing Other (Please Specify)

  • Welds not cleaned (Slag not removed)
  • Excessive Weld Undercut
  • Weld Overlap
  • Excessive Weld Porosity
  • Undersized Fillet Welds
  • Unfilled Weld Craters
  • Lack of Fusion
  • Missing Welds
  • Insufficient Weld Length
  • Welds Coated with Paint
  • Excessive Weld Spacing
  • Other (Please Specify)

• Please specify.

• Location(s)/Grid Lines of deficiency(ies)

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines

• Referenced Details (if available)

• Comments/Description

• Picture(s)

• Type of fasteners used at supporting steel.

  Select Arc Spot Welds ("Puddle Welds") Mechanical Fasteners

  • Arc Spot Welds ("Puddle Welds")
  • Mechanical Fasteners

• Does the visual quality and placement of the arc spot welds comply with the contract drawings and AWS D1.3 (2018), Section 8.1.1?

  Yes

  No

  N/A

• Describe the arc spot weld deficiency(ies).

  Select Incorrect weld spacing Undersized welds Incomplete fusion to decking Insufficient weld reinforcement (Underfill) Other (Please Specify)

  • Incorrect weld spacing
  • Undersized welds
  • Incomplete fusion to decking
  • Insufficient weld reinforcement (Underfill)
  • Other (Please Specify)

• Required Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the required weld pattern/spacing.

• Installed Weld Pattern/Spacing

  Select 36/3 36/4 36/5 36/7 36/10 36/14 24/4 6" On Center 8" On Center 9" On Center 10" On Center 12" On Center 18" On Center 24" On Center Other (Please Specify)

  • 36/3
  • 36/4
  • 36/5
  • 36/7
  • 36/10
  • 36/14
  • 24/4
  • 6" On Center
  • 8" On Center
  • 9" On Center
  • 10" On Center
  • 12" On Center
  • 18" On Center
  • 24" On Center
  • Other (Please Specify)

• Please specify the installed weld pattern/spacing.

• Type of Mechanical Fasteners

  Hilti

  Simpson Strong-Tie

  Other

• Hilti Fastener Type

  Hilti HSN-24

  Hilti ENP-19

  Other

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Describe the type of Hilti fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing Insufficient penetration Excessive penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing
  • Insufficient penetration
  • Excessive penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid lines of deficiency(ies).

• Type of Simpson Strong-Tie Fastener.

  Select Strong-Drive Self-Drilling X Metal Screw Strong-Drive XM Medium Head Metal Screw Other

  • Strong-Drive Self-Drilling X Metal Screw
  • Strong-Drive XM Medium Head Metal Screw
  • Other

• Describe the type of Simpson Strong-Tie Fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Specify type of mechanical fastener.

• Are the fasteners at supporting steel installed correctly per the contract drawings, manufacturer's recommendations, and SDI requirements?

  Yes

  No

  N/A

• Describe the deficiency(ies).

  Select Missing fasteners Incorrect fastener pattern/spacing. Insufficient penetration Other

  • Missing fasteners
  • Incorrect fastener pattern/spacing.
  • Insufficient penetration
  • Other

• Describe the deficiency(ies)

• Location(s)/Grid Lines of deficiencies (approximate).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Description of the connection type(s)

• Does the installation of the connection(s) comply with the contract drawings, manufacturer's recommendations, applicable code section?

  Yes

  No

  N/A

• Description of the deficiency.

• Location(s)/Grid Lines of the deficiency(ies).

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Area/Building/Section

• Floor Level and/or Elevation

• Grid Lines Inspected

• Referenced Details (if available)

• Comments/Description

• Picture(s)

  Media

• Do the installed conditions comply with the contract drawings, AWS D1.1, AISC, and ACI requirements?

  Yes

  No

  N/A

• Please specify the type of deficiency(ies).

  Select Loose connection(s) Field enlarged baseplate bolt holes (torch-cut) Insufficient nut engagement with anchor rod (short anchor) Washers not installed Nuts not installed Incorrect washer grade Incorrect nut grade Other Missing welds at washers

  • Loose connection(s)
  • Field enlarged baseplate bolt holes (torch-cut)
  • Insufficient nut engagement with anchor rod (short anchor)
  • Washers not installed
  • Nuts not installed
  • Incorrect washer grade
  • Incorrect nut grade
  • Other
  • Missing welds at washers

• Please specify type of deficiency(ies).

• Location(s)/Grid Lines of deficiency(ies).

  Yes

  No

  N/A

• Accept/Reject

  Select Compliant Non-Compliant RFI Needed N/A

  • Compliant
  • Non-Compliant
  • RFI Needed
  • N/A

• Any other Item(s)/Area(s) inspected?

  Yes

  No

  N/A