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1805.5.1.3 Rubble Stone

2010 Building Code of NY > 18 Soils and Foundations > 1805 Footings and Foundations > 1805.5 Foundation Walls > 1805.5.1 Foundation Wall Thickness > 1805.5.1.3 Rubble Stone
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Foundation walls of rough or random rubble stone shall not be less than 16 inches (406 mm) thick. Rubble stone shall not be used for foundations for structures in Seismic Design Category C, D, E or F.
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Related Code Sections


1805.5.1.3 Soils and Foundations, Rubble Stone
Foundation walls of rough or random rubble stone shall not be less than 16 inches (406 mm) thick. Rubble stone shall not be used for foundations ...
2010 Building Code of NY > 18 Soils and Foundations > 1805 Footings and Foundations > 1805.5 Foundation Walls > 1805.5.1 Foundation Wall Thickness > 1805.5.1.3 Rubble Stone
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The minimum thickness of rough, random or coursed rubble stone walls shall be 16 inches (406 mm) ...
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Rubble stone masonry foundation walls shall have a minimum thickness of 16 inches (406 mm), shall not support an unbalanced backfill exceeding 8 feet ...
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Rubble stone masonry 24 inches (610 mm) or less in thickness shall have bonder units with a maximum spacing of 3 feet (914 mm) vertically and 3 feet ...
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Rubble stone masonry 24 inches (610 mm) or less in thickness shall have bonder units with a maximum spacing of 3 feet (914 mm) vertically and 3 feet ...
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