Where the building is assigned to Seismic Design Category B, C, D, E or F, unreinforced masonry partitions and nonstructural unreinforced masonry walls within the work area and adjacent to egress paths from the work area shall be anchored, removed, or altered to resist out-of-plane seismic forces specified in Section A113.1.3 of this code, unless an evaluation demonstrates compliance of such items.
Revise sections as follows.
780 CMR, ch. 34, pt. 1, 307, [BS] 906.7