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Structural Irregularity and ASCE 16.2.2

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I have a structure with horizontal structural irregularity type 4. Per Table 12.3-1 it references compliance with Section 16.2.2. Section 16.2 is Nonlinear Response History Procedure. It seems excessive to require nonlinear response history vs a response spectrum analysis. What am I missing?
Also why is Table 12.3-1 referencing 16.2.2? Shouldn't the reference be to 16.2?