Structural · S-3K8C2

Typical Slab Reinforcing at Discontinuous Joints

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Concrete slab-on-grade reinforcing at discontinuous joints, including depressed slab configurations. The upper detail specifies two continuous number four reinforcing bars, an additional three-foot-wide layer of welded wire fabric, and a vapor retarder referenced to architectural drawings. The lower detail incorporates a keyed joint with a waterstop, number four continuous bars spaced at twelve inches maximum with a two-bar minimum, and an additional number four bar configuration extending twenty-four inches. Vertical offsets range from eight to eighteen inches as detailed per plan, supported over granular subgrade layers.

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