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Visual observation or a Quick Check indicates that there are no significant stiffness discontinuities in any of the vertical elements in the lateral-force-resisting system; the lateral stiffness of a story is not less than 70 percent of that in the story above or less than 80 percent of the average stiffness of the three stories above.
For buildings designed and constructed in accordance with the 1989 or later editions of Part 2, Title 24, the evaluator may consider this condition as mitigated, and no calculations are necessary. The deficiency is in the stiffness of certain portions of the building. Where a soft story condition is indicated, the stiffness of the building shall be calculated story by story, in order to determine whether a story falls within the definition of a soft story. Where a soft story exists, the resisting elements shall be checked; include P-delta effects. For buildings more than 65 feet or five stories tall, a dynamic analysis shall be performed to compute the distribution of seismic forces.

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3.3.2 Seismic Evaluation Procedures for Hospital Buildings, Soft Story
of the building. Where a soft story condition is indicated, the stiffness of the building shall be calculated story by story, in order to determine whether ...
3.3.2 Seismic Evaluation Procedures for Hospital Buildings, Soft Story
of the building. Where a soft story condition is indicated, the stiffness of the building shall be calculated story by story, in order to determine whether ...
3.3.2 Seismic Evaluation Procedures for Hospital Buildings, Soft Story
of the building. Where a soft story condition is indicated, the stiffness of the building shall be calculated story by story, in order to determine whether ...