WAC 51-50-2108   Section 2108 -- Strength design of masonry.  


2108.2 ACI 530/ASCE 5/TMS 402, Section 3.1.6. Modify Section3.1.6 as follows:


3.1.6 Headed and bent-bar anchor bolts. All embedded bolts shall be grouted in place, except that 1/4 inch (6.4 mm) diameter bolts are permitted to be placed in bed joints that are at least 1/2 inch (12.7 mm) in thickness.



[Statutory Authority: RCW 19.27.020, 19.27.031, 19.27.074 and chapters 19.27 and 34.05 RCW. 05-01-014, § 51-50-2108, filed 12/2/04, effective 7/1/05.]