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[BS] 405A.2.4.1 Lateral Force-Resisting Elements
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Regardless of the level of damage to vertical elements of the lateral force-resisting system, if substantial structural damage to gravity load-carrying components was caused primarily by wind or seismic effects, then the building shall be evaluated in accordance with Section 405A.2.3.1 and, if noncompliant, rehabilitated in accordance with Section 405A.2.3.3.
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3405A.3.1 Existing Structures, Lateral Force-Resisting Elements
Regardless of the level of damage to vertical elements of the lateral force-resisting system, if substantial structural damage to gravity load ...
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Connection of diaphragm ceiling to the vertical lateral force resisting elements shall be designed and detailed to transfer lateral forces ...
California Building Code 2016 (Vol 1 & 2) > 25 Gypsum Board, Gypsum Panel Products and Plaster > 2508 Gypsum Construction > 2508.5 Horizontal Gypsum Board or Gypsum Panel Product Diaphragm Ceilings > 2508.5.6 Diaphragm Ceiling Connection to Partitions