Title Page
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Document No.
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Audit Title
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Client / Site
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Conducted on
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Prepared by
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Location
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Personnel
DRAWING
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Do you have a sealed drawing on site for this pour?
J&S Column Hung System
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Are tables built and installed as per sealed drawings?
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Is column strenght at least 3,000 psi prior to concrete placement?
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Are the column shores and shims attached to columns or walls as per J&S Drawing?
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Are all threaded rods and nuts the special 150 KSI 1-7/16" lefthanded?
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Are all nuts tighten so that no gap of light can be seen between the shim, shore and concrete?
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Thustwashers in place between the lift pad and the adjustment screw?
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Are all adjustment screws in the proper elevation according to drawings?
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Are all additional shores on I beams in place as per sealed drawings?
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Is center line of I beam and center line of adjusting screw in alignment within +/- 1/2"?
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Are all assembly bolts and nuts in place and tight?
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Are there any damage I beams or joists from previous pours?<br>
Loose framing Area
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Scaffold visually plumb?
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All braces installed for the scaffold?
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scaffold frame connectors, rivet & hitch pin in place?
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Scaffold screwjack extension meets the sealed drawing requirements?
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All scaffolds resting on screwjack with base plate or base plate with rivet and hitch pin?
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Scaffold with screw jack and jhead / uhead along with rivet and hitch pin?
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Stringer spacing by the drawing?
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Stringer used is the same as shown on the drawing?
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Joist spacing by the drawing?
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Joist used are the same as shown on the drawing?
Truss tables
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Are all legs dropped and pinned?
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Are all screws snug?
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Are all truss braces in place and bolts snug?
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Is all X bracing in place?
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Are all additional shores in place (if required) secured from tipping and plumb?
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Do all steel shores have pin fully inserted?
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Is all lacing in place?
Reshores
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Are all reshores in place (leg to leg) plumb with spring Clips?
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Are all pins completely inserted and are all reshores snug to ceiling?
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Have reshores on lower levels been rechecked?
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Are all reshores at perimeter of building secured to prevent tipping?
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Are all floors supporting formwork up to strength?