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IRC Building Code Full Solution Already Rated A+
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In Seismic Design Categories D0, D1, and D2, _____ stone masonry walls shall not be used. Rubble R404.1.1.1 Masonry foundation walls. In Seismic Design Categories Do, D1 and D2, foundations with stem walls shall be provided with a minimum of one No. ___ bar within 12 inches of the top of the wall and one No. ___ bar located 3 to 4 inches from the bottom of the footing. #4 #4 R403.1.3.1 Foundations with stem walls The grade away from foundation walls shall fall a minimum of ___ inches within the first ____ feet. 6 in. 10 ft.
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