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// CODE SNIPPET

8.2.4 Anchor Spacing

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 8 Procedures for Connections > 8.2 Anchorage for Normal Forces > 8.2.4 Anchor Spacing
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The anchors from the floor and roof systems into exterior masonry walls are spaced at 4 feet or less.

For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. The deficiency is in the strength or the number of the anchors. Evaluate the wall anchors, treating the wall as a portion of the building, with Fp as the demand.

Related Code Sections


8.2.4 Seismic Evaluation Procedures for Hospital Buildings, Anchor Spacing
The anchors from the floor and roof systems into exterior masonry walls are spaced at 4 feet or less. For conforming buildings, the evaluator may ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 8 Procedures for Connections > 8.2 Anchorage for Normal Forces > 8.2.4 Anchor Spacing
8.2.4 Seismic Evaluation Procedures for Hospital Buildings, Anchor Spacing
The anchors from the floor and roof systems into exterior masonry walls are spaced at 4 feet or less. For conforming buildings, the evaluator may ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 8 Procedures for Connections > 8.2 Anchorage for Normal Forces > 8.2.4 Anchor Spacing
A404.2.1 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls, Anchor Size and Spacing
The anchor size and spacing shall be a minimum of 3 / 4 inch (19.1 mm) in diameter at 32 inches (813 mm) on center. Where existing anchors ...
California Existing Building Code 2016 > A4 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls > A404 Prescriptive Measures for Weak Story > A404.2 Minimum Required Retrofit > A404.2.1 Anchor Size and Spacing
A113.1.2 Guidelines for the Seismic Retrofit of Existing Buildings, Anchor Requirements
Anchors shall consist of bolts installed through the wall as specified in Table A1-E, or an approved equivalent at a maximum anchor spacing of 6 feet ...
California Existing Building Code 2016 > A Guidelines for the Seismic Retrofit of Existing Buildings > A113 Detailed System Design Requirements > A113.1 Wall Anchorage > A113.1.2 Anchor Requirements
A113.1.2 Guidelines for the Seismic Retrofit of Existing Buildings, Anchor Requirements
Anchors shall consist of bolts installed through the wall as specified in Table A108.1(2), or an approved equivalent at a maximum anchor spacing of 6 ...
California Existing Building Code 2019 > A Guidelines for the Seismic Retrofit of Existing Buildings > A113 Detailed Building System Design Requirements > A113.1 Wall Anchorage > A113.1.2 Anchor Requirements
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