Structural · S-8K6ZG

Concrete Slab and Non-Bearing CMU Wall Junction

Materials

Concrete Reinforced Concrete Masonry / CMU

Elements

Walls Floors / Slabs Arches Anchors / Embeds Reinforcing

Connections

Rebar Splice / Development

About this detail

An intersection between a reinforced concrete slab and a non-bearing concrete masonry unit wall at both interior and edge locations. The assembly incorporates a one-inch gap for slab deflection beneath the masonry wall, sealed with a fire caulk joint as required by the architect. Dowels with standard hooks match the size and spacing of vertical reinforcement, tied into continuous number five reinforcing bars. Additional number four bars are provided at thirty-six inches on center below the interior wall, and varying spacings of number four bars reinforce the slab edge. A note specifies to omit additional reinforcing in the slab when the wall above does not 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

Similar details