To All,
I got a request from a manufacturer to approved there shop drawings for steel post in the thrie beam transition.
I when through their drawings, my drawings and your drawings. It appears that the manufacturer’s one of the dimensions are about 3/32” of an inch off.
To me this does not appear to be an issue. But, it does bring up a good questions:
What dimension tolerances does MwRSF use in their drawings? Should states have similar tolerances in their drawings?
We allow the contractors to use W6x9 or W6X8.5 in the MGS thrie beam transition. MwRSF has only W6X8.5 in the MGS thrie beam transitions. Is W6X9 acceptable in the MGS thrie beam transition?
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