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Shear Wall in Type II construction

Shear Wall in Type II construction

Shear Wall in Type II construction

(OP)
I am an architectural designer and not a structural engineer.  I have a large metal building warehouse with small attached areas that are 18 gauge steel stud construction with insulated metal panel cladding.  Lateral forces require a shear wall application in a couple of these stud framed appendages.  Cross bracing is not possible due to penetrations.  It is essential that Type II construction (sprinklered) requirements be maintained so I am assuming I cannot use OSB sheathing.  A looming deadline does not allow time for me to thoroughly research and educate myself to options.  Any help?

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