seattlemike
Structural
- Oct 23, 2004
- 79
Hello fellow engineers,
My office is reviewing a PT slab for another engineering office.
The project is townhomes and a courtyard over a PT deck with parking below.
The other engineering office is only using 3/4" cover instread of 1" (for weather exposure). I assume they are going to justify it by saying that they have waterproofing, tile, sloping grout on top of the PT. Is that credible?
Please let me know what you think.
Thank you,
Mike
My office is reviewing a PT slab for another engineering office.
The project is townhomes and a courtyard over a PT deck with parking below.
The other engineering office is only using 3/4" cover instread of 1" (for weather exposure). I assume they are going to justify it by saying that they have waterproofing, tile, sloping grout on top of the PT. Is that credible?
Please let me know what you think.
Thank you,
Mike