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Uplift Anchorage at Perforated Shear Wall

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I am looking a shear wall using the perforated shear wall provisions in the 2003 IBC.  There are uplift force calculations (2305.3.7.2.4) and in-plane shear calculations (2305.3.7.2.5) and uplift anchorage between wall ends (2305.3.7.2.6).  Are the anchor bolts required to be designed for in-plane shear acting at the same time with the uplift anchorage between wall ends?   

 

Thanks,

Joe Grill