WARose
Structural
- Mar 17, 2011
- 5,594
I don't know if this is right forum.....but here goes:
I've had a piping designer give me a valve box for fire protection which I have to incorporate in my elevated slab and I have to come up with a lid thickness based on live load traffic in the area.
Since this is something that would have to be lifted by the fire department in a emergency.....I would assume there is a limit for weight (to be lifted by hand). So my question is: what is that limit? If this helps (as far as code goes), this is in Connecticut.
Thanks in advance.
I've had a piping designer give me a valve box for fire protection which I have to incorporate in my elevated slab and I have to come up with a lid thickness based on live load traffic in the area.
Since this is something that would have to be lifted by the fire department in a emergency.....I would assume there is a limit for weight (to be lifted by hand). So my question is: what is that limit? If this helps (as far as code goes), this is in Connecticut.
Thanks in advance.