These details illustrate roof deck shimming conditions at structural steel beams, utilizing a fourteen-gauge typical shim welded with three-sixteenth-inch fillet welds spaced at four inches on center to the flange on each side. The assembly accommodates a roof deck sized per schedule alongside a metal deck running in the opposite direction aligned at the work point. A note mandates that when a low corrugation does not occur directly over the beam, a continuous plate matching the metal deck gauge must be added. The supporting steel beam is sized per plan.
14 GA SHIM TYP WP METAL DECK OPP DIRECTION ROOF DECK - SEE SCHEDULE WORK LINE NOTE: WHEN LOW CORRUGATION DOES NOT OCCUR OVER BEAM ADD CONT PL (PL TO MATCH METAL DECK GA) BEAM - SEE PLAN 3/16 4@24 SHIM TO FLANGE EA SIDE TYP A 14 GA SHIM TYP WP METAL DECK OPP DIRECTION ROOF DECK - SEE SCHEDULE WORK LINE BEAM - SEE PLAN 3/16 4@24 SHIM TO FLANGE EA SIDE TYP B
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