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R606.12.3.3 Minimum Reinforcement for Masonry Columns

Residential Code 2018 of Kansas > 6 Wall Construction > R606 General Masonry Construction > R606.12 Seismic Requirements > R606.12.3 Seismic Design Category D₀ or D₁ > R606.12.3.3 Minimum Reinforcement for Masonry Columns

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Lateral ties in masonry columns shall be spaced not more than 8 inches (203 mm) on center and shall be not less than ³/₈-inch (9.5 mm) diameter. Lateral ties shall be embedded in grout.

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R606.12.3.3 Minimum Reinforcement for Masonry Columns