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UBC zone 2 wall-frame int. systems

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> A question for you code experts out there:
>
> According to Table 16-N, 1997 UBC --
> Item No. 6: Concrete Shear Wall-Frame Interaction Systems
> Footnote 8: Prohibited in Zones 2A, 2B, 3, 4 -- see Section 1633.2.7
>
> Section 1633.2.7:
> Concrete Frames:
> Item No. 2: In Seismic Zone 2, the concrete frames, at a minimum,
shall be
> intermediate moment-resisting frames.
>
> If I am interpreting this correctly, does this mean I can use concrete

> Shear
> Wall-Frame interaction systems in Zone 2, as long as the concrete
frames
> are
> designed and detailed to be intermediate moment-resisting frames?
>
> Thanks in advance for your help.