// CODE SNIPPET
[BS] A113.1.4 Anchors at Corners
JUMP TO FULL CODE CHAPTER
At the roof and floor levels, both shear and tension anchors shall be provided within 2 feet (610 mm) horizontally from the inside of the corners of the walls.
Related Code Sections
A113.1.4 Guidelines for the Seismic Retrofit of Existing Buildings, Anchors at Corners
At the roof and floor levels, both shear and tension anchors shall be provided within 2 feet (610 mm) horizontally from the inside of the corners ...
Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A113 Detailed System Design Requirements > A113.1 Wall Anchorage > A113.1.4 Anchors at Corners
A404.2.4 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls, Shear Wall Hold-Downs
Shear walls shall be provided with hold-down anchors at each end. Two hold-down anchors are required at intersecting corners. Hold-downs shall ...
Los Angeles Existing Building Code > 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 > A404.2.4 Shear Wall Hold-Downs
R603.9.4.2 Wall Construction, Hold-Down Anchor
Where the percentage of full-height sheathing is adjusted in accordance with Section R603.9.2.2, a hold-down anchor, with a strength of 4,300 pounds ...
Los Angeles Residential Code > 6 Wall Construction > R603 Cold-Formed Steel Wall Framing > R603.9 Structural Sheathing > R603.9.4 Uplift Connection Requirements > R603.9.4.2 Hold-Down Anchor
1807.1.6.2.1 Soils and Foundations, Seismic Requirements
, door and similar sized openings. The bar shall be anchored to develop f y in tension at the corners of openings. Seismic Design Categories C, D, E ...
Los Angeles Building Code > 18 Soils and Foundations > 1807 Foundation Walls, Retaining Walls and Embedded Posts and Poles > 1807.1 Foundation Walls > 1807.1.6 Prescriptive Design of Concrete and Masonry Foundation Walls > 1807.1.6.2 Concrete Foundation Walls > 1807.1.6.2.1 Seismic Requirements
R403.1.6 Foundations, Foundation Anchorage
Wood sill plates and wood walls supported directly on continuous foundations shall be anchored to the foundation in accordance with this section ...
Los Angeles Residential Code > 4 Foundations > R403 Footings > R403.1 General > R403.1.6 Foundation Anchorage