A concrete tilt-up panel corner features typical vertical reinforcing bars alongside specific tilt-up jamb vertical reinforcing designed per the tilt-up jamb schedule. At the beam pocket opening, the jamb vertical reinforcing is interrupted where conflicts occur, with compensating vertical reinforcing matching the size and number of the interrupted bars placed around the pocket. Tie sets consisting of number 3 ties spaced at six inches on center are provided per the jamb schedule. The beam pocket size is coordinated with the elevations and details referenced on sheet S2.3.
OPEN Ldh TIES PER TILT-UP JAMB SCHED TIES PER TILT-UP JAMB SCHED TILT-UP JAMB VERT REINF Ldh BM POCKET, SEE ELEVATIONS AND DETS ON (S2.3) FOR SIZE INTERRUPT TILT-UP JAMB VERT REINF WHERE CONFLICTS W/ BM POCKET INTERRUPT TILT-UP JAMB VERT REINF WHERE CONFLICTS W/ BM POCKET TYP TILT-UP VERT REINF VERT REINF TO MATCH SIZE AND NUMBER OF INTERRUPTED VERT REINF AT BM POCKET TILT-UP PANEL TIE SETS PER TILT-UP JAMB SCHED ON #3 TIES AT 6"OC / (2 S2.21)
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