Shear wall + Steel cantilever Column (moved post to here..)

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How large of an area is it? Do you need 2 Hardy Panels or can you make 1 work? Do you need the ones that run left-to-right on the page or can you utilize the cantilever columns in that direction as well? If you are looking for redundancy the multiple Hardy Frames are nice, but they may not be entirely necessary depending on the size and force levels you are dealing with.

Mixing and matching lateral systems is never an ideal situation due to different deflections, R values, etc. My preference, would probably be to put in 4 cantilever columns so the structure behaves more uniformly, but others may approach it differently.