Section 27-569
§ 27-569 Wind loads and earthquake loads. (a) Wind loads. The
structural frame and exterior components of all buildings, signs, tanks,
and other exposed constructions shall be designed to resist the
pressures due to wind as prescribed in reference standard RS 9-5. Wind
shall be assumed to act from any direction. For continuous framing, the
effects of partial loading conditions shall be considered.
(b) Earthquake loads. Every building, structure and portion thereof
shall, at a minimum, be designed and constructed to resist the effects
of seismic ground motions as prescribed in reference standard RS 9-6.
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