// CODE SNIPPET
A403.9.3 Hold-Down Connectors
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Expansion anchors that provide tension strength by friction resistance shall not be used to connect holddown devices to existing concrete or masonry elements.
The required depth of embedment or edge distance for the anchor used in the hold-down connector shall be provided in the concrete or masonry below any plain concrete slab unless satisfactory evidence is submitted to the code official that shows that the concrete slab and footings are of monolithic construction.
Related Code Sections
A403.9.3 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls, Hold-Down Connectors
distance for the anchor used in the hold-down connector shall be provided in the concrete or masonry below any plain concrete slab unless satisfactory ...
Existing Building Code 2015 of Idaho > A4 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls > A403 Analysis and Design > A403.9 Wood-Framed Shear Walls > A403.9.3 Hold-Down Connectors
2308.6.10.1 Wood, Limitations of Concrete or Masonry Veneer in Seismic Design Category B or C
story connection. Hold-down connectors with an allowable capacity of 3,900 pounds (17 347 N) shall be provided at the ends of each braced wall panel ...
Building Code 2015 of Idaho > 23 Wood > 2308 Conventional Light-Frame Construction > 2308.6 Wall Bracing > 2308.6.10 Limitations of Concrete or Masonry Veneer > 2308.6.10.1 Limitations of Concrete or Masonry Veneer in Seismic Design Category B or C
2308.6.10 Wood, Limitations of Concrete or Masonry Veneer
Hold-down connectors with an allowable capacity of 2,000 pounds (8896 N) shall be provided at the ends of each braced wall panel for the second ...
Building Code 2018 of Idaho > 23 Wood > 2308 Conventional Light-Frame Construction > 2308.6 Wall Bracing > 2308.6.10 Limitations of Concrete or Masonry Veneer