0.22 Cal Drive Pin vs. TapCon

   / 0.22 Cal Drive Pin vs. TapCon #11  
Can't think I've ever had a tapcon fail on me
 
   / 0.22 Cal Drive Pin vs. TapCon #13  
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...
 

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