§ 1613.8.6.2. Secondary anchor capacity and spacing.  


Latest version.
  • Secondary anchors at the base level diaphragm shall be designed for a minimum force equal to the base shear, including forces tributary to the base level diaphragm, but not less than 600 pounds per lineal foot (8.76 kN/m). The secondary anchors shall be uniformly distributed along the uphill diaphragm edge and shall be spaced a maximum of four feet (1,219 mm) on center.

(Ord. 2016-0053 § 23, 2016.)