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APPENDIX C FOUNDATION CAPACITIES TABLES

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APPENDIX C FOUNDATION CAPACITIES TABLES C-100. USE OF FOUNDATION CAPACITIES TABLES . GENERAL. The FOUNDATION Ca-pacities TABLES provide FOUNDATION design ca-pacities and dimensions for three conditions of FOUNDATION design. A. Withdrawal Resistance. The ability of a FOUNDATION wall or pier plus its respective footing to resist uplift and overturning. See TABLES C-1 & C-2. B. Vertical Anchor Capacity. The re-quired size and spacing of anchors to tie the superstructure to the FOUNDATION to meet the required uplift or overturning in the transverse direction.

capacity per bolt = 1/2” dia. × 1.5” × 1600 psi = 1200 lb. The APA Plywood Diaphragm Guide was used to select plywood, and nailing requirements for the Table. Example: For a 1/2” dia. bolt spaced at 3’- 4”, the horizontal capacity is: 1200 lb. ÷ 3.33’ = 360 plf as shown in the Table. The APA Table - Recommended Shear for ...

  Bolt, Recommended

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