This assembly features a tilt-up concrete panel base connected to a concrete footing via a three-quarter-inch by ten-inch by two-foot-six-inch embed plate anchored with eight three-quarter-inch diameter by eight-inch heavy-duty stud anchors centered at the panel joint. An L8 by 8 by one-half-inch by one-foot-six-inch steel angle is welded to the embed plate with a five-sixteenth-inch fillet weld on three sides. The angle is reinforced with six number five vertical deformed bar anchors by forty-eight inches and two number five horizontal deformed bar anchors in a Z-configuration. A three-quarter-inch by eight-inch by two-foot plate is positioned above the embed plate. The connection is finished with asphalt and a minimum of three inches of concrete cover. The panel edge reinforcing is sized per elevation, and the footing is sized per plan.
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