Cal. Code Regs. tit. 25 § 1472
Current through Register 2024 Notice Reg. No. 25, June 21, 2024
Concrete slabs less than three and one-half (3 ½ ) inches thick may be considered to have an allowable load bearing capacity of three-hundred-fifty (350) pounds per column. The enforcement agency may accept a loading not to exceed five-hundred (500) pounds per column, provided the slab is not less than three and one-half (3 ½ ) inches thick and in good condition. The weight of individual poured concrete footings shall be one and one-half (1 ½ ) times the calculated uplift force. The weight of concrete shall be assumed to be not more than one hundred forty-five (145) pounds-per-cubic-foot.
Cal. Code Regs. Tit. 25, § 1472
Note: Authority cited: Section 18300, Health and Safety Code. Reference: Section 18552, Health and Safety Code.