§ 153.61 FOUNDATIONS.

The minimum foundation shall consist of an eight-inch thick reinforced concrete stem wall, over an approved footing. Minimum width of the stem wall shall be equal to the width of the bottom bale. Stem walls shall have continuous horizontal reinforcement consisting of two #4 bars with 24 inches’ minimum lap at splices.

(Res. 96-17, passed 12-12-1996)

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