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CHAPTER 4 FOUNDATIONS

CHAPTER 4 FOUNDATIONSSECTION provisions of this CHAPTER shall controlthe design and construction of the foundation and foundationspaces for all buildings. Wood FOUNDATIONS shall be designed andinstalled in accordance with AF&PA Report No. :1. The provisions of this CHAPTER shall be permitted to beused for wood FOUNDATIONS only in the following situ- In buildings that have no more than two floorsand a When interior basement and foundation wallsare provided at intervals not exceeding In addition to the provisions of this CHAPTER , the designand construction of FOUNDATIONS in areas prone toflooding as established by Table (1) shall meetthe provisions of Section FOUNDATIONS in Seismic Design Categories D1and D2shall be designed in accordance with accepted construction shall be ca-pable of accommodating all loads according to Section R301and of transmitting the resulting loads to the supporting soils that support footings and FOUNDATIONS shall be de-signed, installed and tested in accordance with accepted engi-neering practice.

of fly ash, other pozzolans, silica fume, or slag that is included in concrete mixtures for garage floor slabs and for exterior ... Footings shall be supported on undisturbed natural soils or engineered fill. 54 2006 NORTH CAROLINA RESIDENTIAL CODE FOUNDATIONS TABLE R402.2

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