This plan detail shows a concrete shear wall construction joint with a roughened contact surface specified to a quarter-inch amplitude. Vertical and horizontal reinforcing bars are sized per the shear wall schedule, with lap splice lengths denoted as LTS. The joint sequence separates the first pour from the second pour with zero clearance typically.
VERTICAL BAR SEE SHEARWALL SCHEDULE ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE HORIZONTAL BAR SEE SHEARWALL SCHEDULE FIRST POUR 0" TYP . . SECOND POUR PLAN KEY PLAN SEE SHEARWALL LTS
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