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APPENDIX C FOUNDATION CAPACITIES TABLES

APPENDIX C FOUNDATION CAPACITIES TABLES

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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-structure are adequate as diaphragms, transfer-ring wind load to the transverse and longitudi-nal foundation shear walls. C. A home supported by piers does not

  Shares, Diaphragm

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