// CODE SNIPPET
J104.4 Liquefaction Stud
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For sites with mapped maximum
considered earthquake spectral response accelerations at
short periods (Ss) greater than 0.5g as determined by Section
1613, a study of the liquefaction potential of the site shall be
provided, and the recommendations incorporated in the plans.
Exception: A liquefaction study is not required where the
building official determines from established local data
that the liquefaction potential is low.
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