I deal with the BC Building Code. It specifies certain diameters and spacing of anchor bolts but does not specify that they must be cast in place (wet set).
On projects with ICF foundations, or also structural slabs, the contractors like to use wedge anchors or sleeve anchors for ease of installation.
Opinions on these different types of anchor bolts?
Note: I am not in a seismically active zone and our wind loading is low.
GBA Detail Library
A collection of one thousand construction details organized by climate and house part