Metal deck bears on a steel beam flange with two alternative attachment methods for conditions where the beam flange does not align with the decking. Option 1 utilizes puddle welds per the deck schedule and pins with staggered spacing. Option 2 provides alternative weld spacing matching the flute fasteners with a minimum sixteen-gauge thickness.
OPTION #2 PUDDLE WELDS PER DECK SCHEDULE @ STEEL BEAM PARALLEL WITH FLUTES. SEE 1/s-504 16ga MIN. THICKNESS 18 " 1"-MATCH PW SPACING TYP 5 8 " ALT. WELD. SPACING TO MATCH // TO FLUTE FASTENER NOTE: DTL. APPLIES WHERE BEAM FLANGE DOES NOT ALIGN WITH DECKING. PINS PER DECK SCHEDULE, STAGG. PUDDLE WELDS PER DECK SCHEDULE OPTION #1 A DECK TO BEAM CONNECTION (W/O CONC. FILL) NOTES: 1. SEE PLAN FOR STEEL BEAM AND METAL DECK SIZE. 2. SEE 3/s-504 TYPICAL BEARING CONNECTION.
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