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Masonry walls not part of the lateral-force-resisting system

Masonry walls not part of the lateral-force-resisting system

Masonry walls not part of the lateral-force-resisting system

(OP)
ACI 530 seismic design suggests that non-shear walls are to be separated from shear walls t "so that the vertical and lateral forces are not imparted". How do I separate interior masonry walls from adjacent exterior walls?

I am in SDC B, IBC 09, single story with basement 120'x40' building.

RE: Masonry walls not part of the lateral-force-resisting system

A gap, literally.

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