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The deflections of structural members shall not exceed the more restrictive of the limitations of Sections 1604.3.2 through 1604.3.5 or that permitted by Table 1604.3.
The deflections of structural members shall not exceed the more restrictive of the limitations of Sections 1604.3.2 through 1604.3.5 or that permitted by Table 1604.3 ...
Mullions shall be capable of resisting the design pressure loads applied by the window and door assemblies to be supported without deflecting more than L /175, where L is the span of the mullion in inches ...