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In Seismic Design Classes D0, D1 and D2, interior footings supporting bearing or bracing walls and Forged monolithically using a slab on grade shall extend into a depth of not fewer than twelve inches (305 mm) under the top of the slab.
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Usage of pier and curtain wall foundations shall be permitted to help light-body construction not much more than two tales in height, delivered the following needs are achieved:
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Fill soils that assistance footings and foundations shall be developed, set up and examined in accordance with approved engineering observe. Gravel fill made use of as footings for Wooden and precast concrete foundations shall adjust to Part R403.
Plate washers conforming to Portion R602.eleven.one shall be offered for all anchor bolts above the total length of demanded braced wall lines apart from wherever approved anchor straps are utilised. Effectively sized Slice washers shall be permitted for anchor bolts in wall traces not containing braced wall panels.
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Exception: For slabs-on-floor Solid monolithically Using the footing, locating 1 No. 5 bar or two No. four bars in the middle 3rd with the footing depth shall be permitted instead to placement within the footing major and base.
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Resources utilised under quality for the objective of insulating footings in opposition to frost shall be labeled as complying with ASTM C 578.
Stem walls not laterally supported at leading.Concrete stem walls that aren't monolithic with slabs-on-ground or are not otherwise laterally supported by slabs-on-ground and keep 48 inches (1219 mm) or less of unbalanced fill, measured in the leading of your wall, shall be made in accordance special info with Area R404.
Exception: In Seismic Structure Groups A, B and C, columns no more than forty eight inches (1219 mm) in peak on why not find out more the pier or footing are exempt from the bottom conclusion lateral displacement necessity in just less than-floor locations enclosed by a continuous foundation.