Typical beam-to-column simple connections at a roof level utilize hollow structural sections or pipe columns with wide flange beams. The assembly incorporates a one-half inch cap plate at the top of the column and a web plate connected via bolts, with specific details for overslot hollow structural section and repair conditions. Complete penetration groove welds and partial penetration groove welds are designated at specific intersections along with typical fillet welds as specified in the connection schedule. Web plates feature standard sizing and slotting tolerances, extending one-half inch at continuous web plates with beams on one side. Plan marks and plan sections provide clear alignment guidance for single and double rows of bolts.
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