Structural · S-AMR22

Sleeve through Footing or Grade Beam

Materials

Concrete Reinforced Concrete Glass / Glazing

Elements

Columns Beams Walls Floors / Slabs Foundations / Footings Anchors / Embeds Reinforcing Roof / Floor Openings

Connections

Rebar Splice / Development

About this detail

Locate penetrations through footings and grade beams at a distance between L/4 and L/3 away from the building column, where L is the length of the grade beam between building columns. Provide two additional ties on each side of and between pipe sleeves to match the grade beam reinforcement, with a maximum spacing of 2'-8". Maintain a minimum 6" clear distance for the centerline of penetrations through the footing. Per the drawing notes, penetrations are allowed only where specifically shown on the foundation plan, and beam longitudinal bars shall not be interrupted.

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