A metal roof deck bears on a continuous steel beam that connects to a concrete tilt-up panel via an embedded plate and structural angle. The concrete tilt-up panel contains two continuous number five reinforcing bars at the embed plate and is anchored with four three-quarter-inch diameter by five-inch headed stud anchors spaced at nine inches gauge and forty-eight inches on center. A continuous L4x4x5/16 angle attaches to the steel beam with a five-sixteenth-inch fillet weld, while a one-quarter-inch fillet weld secures the angle to the embedded plate. A braced kickers assembly consisting of an L4x4x3/8 brace at forty-eight inches on center and a 3/8-inch by six-inch by six-inch plate supports the steel beam, featuring web stiffeners per general structural notes.
SEE ARCH FOR TOP OF PANEL REQD EMBED PL 1/2"x12"x1'-4" W/ (4) 3/4"ø x 5" HSA AT 9"ga AT 48" oc SCHED HORIZ PANEL REINF ((2) #5 CONT MIN) AT EMBED PL ANGLE TO BM 5/16 CONC TILT-UP PANEL, SEE SCHEDS AND ELS REVEAL OR RECESS (WHERE OCCURS) SEE ARCH PLANS FOR MORE INFO (3/4" MAX) 1'-4" 1 1/2" L4x4x5/16 x CONT STL BM 1/4 MTL ROOF DECK PL3/8"x6x6 L4x4x3/8 BRACE AT 48" oc 1/4 TYP AT BRACE WEB STIFF, SEE GSN
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership