From my limited experience, I would think it requires more coordination with the foundation engineer unless you are taking both on yourself. Keep in mind the compressive strength of concrete so the lug has to be deep/wide enough for concrete withstand pressure.
Makes the anchor rod design much...
Funny how the cracks are right where the can-lights tie into the bott. chord of the joist. **Note to self** Running connections thru that side of bott. chord is a bad idea.
