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CBC 1630.8.2 .1 Plywood Shearwall supported on SMRF

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Dear list members:

 

I'm supporting a Plywood Shearwall on the beam of a SMRF.

My interpretation is that the Load combination of 1612.4 applies to both 1-axial forces of holdowns 2- The In-Plane shear of the shearwall.

Does anyone disagree on this?

Regards
Casey (Khashayar) Hemmatyar
Private email: < khemmatyar(--nospam--at)hotmail.com>
Southern California