The bar joist seat rests on an L5x3x1/4 inch by 1 foot long bearing angle, which is centered on the joist and shimmed level. This bearing angle is supported by an embed plate type A53-12 located at each precast concrete panel. The assembly is situated within a 1 foot wide bearing pocket at a 3/4 inch panel joint. The bearing angle is welded to the embed plate with a 1/4 inch fillet weld on one side only, as specified by the note to weld to one panel embed bearing angle only.
EMBED ANGLE 1'-0" POCKET & 3/4" PANEL JOINT EMBED ANGLE 1'-0" POCKET & CENTER LINE OF PANEL JOINT BAR JOIST SEAT EMBED PLATE TYPE A53-12 AT EACH PANEL L5x3x1/4 x 1'-0" LG BEARING ANGLE CENTERED ON BAR JOIST. SHIM ANGLE LEVEL ROOF DECK & DECK ANGLE NOT SHOWN FOR SAKE OF CLARITY NOTE: WELD TO ONE PANEL EMBED BEARING ANGLE ONLY BEARING POCKET 1/4 ONE SIDE ONLY 5 S502 ____
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