A reinforced concrete panel corner with a return and adjacent pier configuration. Vertical reinforcement consists of number 5 bars spaced at nine inches on center each face, supplemented by two number 5 vertical bars spanning the full height at the end condition. Panel return ties match the size, spacing, and configuration specified in detail 7 on sheet SD.3. Typical pier reinforcement refers to panel elevations and detail 7 on sheet SD.3. Overall dimensions and joint clearances are indicated across the concrete section.
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