Structural · S-N8VEQ

Typical Concrete Pile Elevation and Sections

Materials

Concrete Reinforced Concrete Glass / Glazing

Elements

Foundations / Footings Waterproofing / Flashing Reinforcing

Connections

Rebar Splice / Development

About this detail

A typical concrete pile elevation and multiple cross-sections labeled Section A through E for an outside basement condition feature an eighteen-inch outside diameter, six thousand psi concrete, and a three-inch clear cover. Longitudinal reinforcement consists of varying vertical bar configurations such as eight number eleven plus four number ten bars, or four number nine bars, Grade eighty, spaced equally around the perimeter with a number fourteen center bar. Spiral reinforcement uses number four bars with pitches varying from two inches to nine inches, including one and a half extra turns and one hundred thirty-five degree seismic hooks at each end. Vertical reinforcement splices utilize A seven hundred six Lenton mechanical couplers, Type two, as required. The top of the pile connects into a variable thickness pile cap with headed bar or terminator configurations such as H R C dash five hundred fifty-five per plan, and a ninety-degree hook provided to the outer eight bars.

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