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[BS] A111.3.4 New Crosswalls
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New crosswall connections to the diaphragm shall develop the crosswall shear capacity. New crosswalls shall have the capacity to resist an overturning moment equal to the crosswall shear capacity times the story height. Crosswall overturning moments need not be cumulative over more than two stories.
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A111.3.4 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings, New Crosswalls
New crosswall connections to the diaphragm shall develop the crosswall shear capacity. New crosswalls shall have the capacity to resist ...
Existing Building Code 2015 of Idaho > A1 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings > A111 Special Procedure > A111.3 Crosswalls > A111.3.4 New Crosswalls
A105.3 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings, Requirements for Plans
walls and the size and spacing of floor and roof-framing members and sheathing materials. The plans shall indicate all existing and new crosswalls ...
Existing Building Code 2015 of Idaho > A1 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings > A105 General Requirements > A105.3 Requirements for Plans