A hollow structural section (HSS) beam connects to an HSS column using a quarter-inch end cap plate welded with a quarter-inch fillet weld. A splice occurs along the continuous member line as indicated by the splice callout. General notes specify referring to architectural drawings for required architecturally exposed structural steel (AESS) categories for exposed welds and confirm applicability to all typical HSS-to-HSS connections in plan and elevation.
AT SPLICE SPLICE WHERE OCCURS 1/4 HSS BEAM TO CAP PL TYPICAL END CAP PL 1/4 1/4 NOTES 1. REFER TO ARCH DWGS FOR REQUIRED AESS CATEGORY FOR EXPOSED WELDS. 2. DETAIL APPLIES TO ALL TYPICAL HSS TO HSS CONNECTIONS (PLAN/ELEVATION).
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