oengineer
Structural
- Apr 25, 2011
- 732
I have been tasked with designing a foundation for an ATM machine. Where the ATM is located at, I have 1500 psf max allowable soil bearing at 2 ft below grade. I plan on making the foundation at least 2 ft thick from grade. I am basing the design of my foundation off of a Dash 2000 ATM pad with canopy. How much the mat should extend above grade? I was thinking of just calling out 6 inches above grade. Do I need to determine the base flood elevation or is there something else I have not considered? All suggestions/comments are appreciated.