Precast concrete wall panels bear on a steel joist girder via embed plates and slotted holes, maintaining a 3 1/2-inch clearance at the joint. The connection incorporates a tie plate above, embed plate A, and two 2-inch slotted holes in both the embed seat and bearing seat. Additional reinforcing includes number 6 bars at 6 feet 0 inches long with 90-degree hooks, and number 7 bars at each face spaced at 6 inches on center with number 3 ties at 24 inches on center. Terminate bars are interrupted by three total embeds, and specific reinforcing designations apply where openings below occur.
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