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I can help. Is this a slab on grade or an elevated, structured slab.
Are you asking about a uniform load or a concentrated load?
Is the slab thickened at the perimeter?
If it's reinforced, you shouldn't have an issue. Any problem will not be a result of the gravity loading on the slab and would be independent of this question.
I apologize for the delay. I can't stamp drawings in FL. I don't do work there and maintaining licenses in ever state gets very expensive.
Do you have any other questions for me on this topic? If you could rate my answer, I would appreciate it.