APPENDIX C FOUNDATION CAPACITIES TABLES
walls in the transverse direction and by longi-tudinal foundation shear walls in the longitudi-nal direction. An appropriate number of verti-cal X-bracing planes can be substituted for shear walls to resist sliding in the transverse or longitudinal direction. See sections 602-5.G and 602-6.F. B. The roof/ceiling and floor of the super-
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