A structural steel beam connects to an embed plate using a five-sixteenth-inch minimum double angle connection with one-inch diameter A490 slip-critical bolts and horizontal long slotted holes in either the beam web or connection angles. The embed plate is anchored into a concrete wall with three-quarter-inch diameter by six-inch headed studs welded to its back face, sized per schedule. A control joint is located adjacent to the connection where present, and the top of wall information is coordinated per plans.
3/4"Ø x 6" HEADED STUDS SEE SCHEDULE FOR NUMBER PLATE SEE SCHED STEEL BEAM SEE PLAN 4" 6" 6" 2" 1 1/2" 1 1/2" CL HORIZONTAL LONG SLOTTED HOLES IN EITHER BEAM WEB OR CONNECTION ANGLES SEE NOTE 1 5/16" MIN DOUBLE ANGLE CONNECTION W/ 1"Ø A490 SC BOLTS OF NUMBER SHOWN IN DETAIL CJ (WHERE PRESENT) 3" MAX 2" MIN SEE PLANS FOR TOP OF WALL INFO 4 1/2"4 1/2" 5/16 1" TOP RETURN / 2 S700 2 S700
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