This assembly features a wide-flange column supporting a steel joist girder via a connection plate. The column is topped with a three-quarter-inch cap plate secured by two three-quarter-inch diameter bolts. The joist girder connects to the column web using a plate sized per typical details, with a one-quarter-inch fillet weld indicated at the column interface. A tilt-up concrete panel is positioned adjacent to the column, with roof deck bearing provided by an angle referenced to a separate detail. The roof deck size and attachment are determined by the project schedule.
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