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Steel SMRF on Conc. shearwall

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I'm doing a project in high-end residential project in southern California, where I have a steel SMRF that is supported on the top of a 14 inch concrete Shearwall.

The question I have is that, does this concrete shearwall  need to be designed as an element supporting discontinuous system? (per 1630.8.2 & Table 16-L)

My own response to this is yes, however I'd appreciate second opinion.

Casey (Khashayar) Hemmatyar
Private email <k(--nospam--at)>