This message has been cross posted to the following Discussion Forums: Committee on Design and Technical Design for Building Performance Knowledge Community .
-------------------------------------------
When you tell your client, "Although the slab doesn't meet the specifications for levelness, it is OK - we should accept the slab.", then there's a problem somewhere.
I am trying to get a handle on this "F" method for assessing the flatness and levelness of a slab. My structural engineer specified flatness of 25 overall and 20 local and the levelness at 17 overall and 13 local. I understand that this is not particularly stringent. The building does not require any special attention to flatness/levelness (F/L) as a response to its utilization and function. The specification did not address any monetary penalties as a remedy for failure to meet the specification, and the reality is that the failure to meet the levelness factor does not create any problem for the building use, nor the aesthetics of the building. The finished floor is to be sealed concrete, so any "repairs" would likely create a negative impact aesthetically.
How do you deal with this?
-------------------------------------------
Steven Cox AIA
President
Cox Architecture
Mccomb MS
-------------------------------------------