Not necessarily pertaining to anchoring shoe plates...but it is quite common for architects to specify certain length/size of Tapcons for a variety of concrete fastening applications in both commercial and residential construction.
I have also seen engineer specifications for secondary truss anchors to be secured to the vertical surface of concrete walls using Tapcons...This was common where there was no imbedded straps in a concrete lintel or tie beam...In these cases the possible lift forces put the fasteners in shear (rather than lift) where specified size/length easily met the load demand...
The one place I have seen the use of Tapcons rejected is anchoring shoe plates on exterior bearing walls where there was possible lift from wind loads etc...