A ten-gauge brake shape with a three-inch vertical leg and horizontal leg as required bears upon a wide-flange beam or hollow structural section sized per plan. The metal deck connects to the supporting shape with one-eighth inch fillet welds at twelve inches on center. Parallel and perpendicular deck edge connections follow the schedule, maintaining a two-inch minimum lap and an eight-inch maximum dimension.
B LOW FLUTE SUPPORT PERPENDICULAR EDGE CONNECTION PER SCHED C 6 1/2" PARALLEL EDGE CONNECTION PER SCHED 10GA BREAK SHAPE W/ 3" VERTICAL LEG AND HORIZ LEG AS REQUIRED DECK PER PLAN Wx BEAM OR HSS WHERE OCCURS PER PLAN 1/8 1-12 FROM 10GA BRAEK SHAPE TO Wx 1/8 1-12 FROM 10GA BRAEK SHAPE TO Wx JOINT AT PARALLEL AND PERPENDICULAR DECK EDGE EQ EQ 8" MAX LAP 2" MIN
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