This assembly connects two adjacent tilt-up concrete panels using a six-by-six-by-three-eighths-inch steel angle that is eight inches long. The angle is welded to an embed plate EP-9 on the primary panel and an embed plate FP-2 on the adjacent panel, with both plates sized per the project plate key. The connection is secured with a five-sixteenths-inch fillet weld applied to three sides of the angle. Minimum panel-to-panel connections must be provided at every joint as specified on the T2 elevations.
L6X6X3/8 X 0'-8" LONG EMBED PLATE FP-2 PER PLATE KEY TILT PANEL PER PLAN (TYP.) INTERIOR FACE EXTERIOR FACE 5/16 (3) SIDES JOINT EMBED PLATE EP-9 PER PLATE KEY EXTERIOR FACE NOTE: PROVIDE MINIMUM PANEL-TO- PANEL CONNECTIONS AT EVERY JOINT AS NOTED ON T2 ELEVATIONS TYP. PANEL-PANEL CONNECTION DETAIL - PLATE T4.1 1 1/2" = 1'-0" 13 TYP. PANEL CORNER DETAIL - ANGLE
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