This assembly features a hollow structural section 6x6x5/8 strut that braces a tilt-up concrete panel. The strut connects to the panel via a 1 1/2 inch thick embed plate, identified as EP-7, which is anchored into the concrete with eight number 8 deformed bar anchor studs, each 6 feet long. At the strut connection point, fourteen number 6 deformed bar anchors, each 3 feet long, are welded to the embedded channel. A continuous angle is provided per framing details at the panel interface, and a 3/4 inch fillet weld is specified for the connection. The strut must be coordinated with the joist webs.
1 CONT. ANGLE PER FRAMING DETAILS CONT. ANGLE PER FRAMING DETAILS HSS6X6X5/8 STRUT - COORD. W/ JOIST WEBS 1 1/2" EMBED PL. W/ (8) #8 X 6'-0" LONG DBAS (EMBED PL. EP-7 PER PLATE KEY) PROVIDE (14) #6 X 3'-0" LONG DBAS WELDED TO CHANNEL @ END TILT PANEL PER PLAN (TYP.) PROVIDE (14) #6 X 3'-0" LONG DBAS WELDED TO CHANNEL AT STRUT LOCATION 3/4 TYP. GRID
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