A kinked stair stringer frames into a hollow structural section beam at the stair landing, providing a two-inch bearing condition for the concrete fill over metal deck. A continuous angle sized L3x3x1/4 supports the landing edge condition. A hollow structural section post occurs below the beam as sized per plan. Tread and riser details are referenced to another sheet for additional geometry.
2" BEARING CONC. OVER METAL DECK REF. PLAN KINKED STAIR STRINGER REF. PLAN TREAD AND RISER REF. 1/S650 L3x3x1/4 CONT. HSS BEAM REF. PLAN NOTE: REF. 6/S650 FOR INFORMATION NOT SHOWN. HSS POST WHERE OCCURS REF. PLAN
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