msquared48
Structural
- Aug 7, 2007
- 14,745
I have a small residential metal building foundation (30 X 42) on uneven topo with some exterior foundation walls having up to four feet of concrete exposed to the weather. The owner received a comment back from the local jurisdiction (King County) that 3000 psi concrete is required in this area of exposed concrete. This will throw the concrete into the inspected range since it is over 2500 psi. The requirement seems ridiculous to me.
Does anyone know of a specific code reference in the IBC requiring this 3000 figure in this circumstance? If not, then I may be dealing with a local upgrade, or an over exuberant plans examiner trying to be an engineer.
Yea... like that never happens.![[nosmiley] [nosmiley] [nosmiley]](/data/assets/smilies/nosmiley.gif)
Mike McCann
MMC Engineering
Does anyone know of a specific code reference in the IBC requiring this 3000 figure in this circumstance? If not, then I may be dealing with a local upgrade, or an over exuberant plans examiner trying to be an engineer.
Yea... like that never happens.
![[nosmiley] [nosmiley] [nosmiley]](/data/assets/smilies/nosmiley.gif)
Mike McCann
MMC Engineering