The purpose of this Part is to promote public safety and welfare by reducing the risk
of death or injury that may result from the effects of earthquakes on tilt-up concrete
wall buildings designed under the building codes in effect prior to January 1, 1976.
Such buildings have been categorized based on past earthquakes, as being potentially
hazardous and prone to significant damage, including possible collapse, in a moderate
to major earthquake.
The provisions of this Part are minimum standards for structural seismic resistance
established primarily to reduce the risk of loss of life or injury on both subject
and adjacent properties and will not necessarily prevent loss of life or injury or
prevent earthquake damage to an existing building which complies with these standards.
The requirement for compliance with these standards does not preclude the utilization,
at the building owner's option, of more extensive strengthening method that might
further prevent or limit loss of life or injury or building damage. This Part shall
not require existing electrical, plumbing, mechanical or fire safety systems to be
altered unless they constitute a hazard to life or property.
This Part provides systematic procedures and standards for identification and classification
of tilt-up concrete wall buildings based on the current use of the buildings. Priorities,
time periods and standards are also established under which these buildings are required
to be structurally analyzed and strengthened for seismic resistance. Where the analysis
determines structural deficiencies, this Part requires the buildings to be strengthened
or demolished.
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