A hollow structural section canopy beam connects to a concrete tilt-up wall panel using a three-quarter-inch by nine-inch by eight-inch knife plate secured with two three-quarter-inch diameter through-bolts and horizontal holes, maintaining a two-inch gap from the wall face. A structural steel column supports an inclined canopy brace rod and a four-inch diameter pipe coordinated with architectural drawings. A one-half-inch by eighteen-inch by one-foot-six-inch embed plate with four three-quarter-inch diameter by five-inch stud anchors anchors the assembly into the concrete wall panel, featuring double nuts and fillet welds scaled at one-quarter inch typical.
A A STL COL HSS BEAM CONCRETE TILT- UP WALL PANEL SEE SCHEDULES AND ELEVATIONS SECTION A-A 1/2"x18"x1'-6" EMBED PL W/ (4) 3/4"Ø x 5" HSA CANOPY BRACE ROD AND CONNECTION SEE ARCH DWGS HSS BEAM CANOPY BEAM 4"Ø PIPE, SEE ARCH DBL NUT 1/4 TYP SEE ARCH 1/4 1/4 3/16 TYP 2" GAP HSS4x0.188 3/4"x9"x8" KNIFE PL W/ (2) 3/4"Ø THRU BOLTS AND HORIZ HOLES FOR INFO NOT SHOW, SEE DETAIL / (1 S402)
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