BSVBD
Structural
- Jul 23, 2015
- 463
For a public facility, what Live Load do we use for toilet facilities?
This is an existing building alteration to a tavern.
I'm trying to use the existing wood floor joists and I would like to justify a lesser than assembly = 100 PSF live load in this specific area. It's hard to install new "reinforcing" joists without pulling up the existing floor.
The facility is being "architecturally" classified as an A2 Assembly facility.
From IBC Table 1607.1:
4. Assembly area / Fixed seats = 60 PSF <<< Could I justify this?
9. ... restaurant = 100 PSF
Do toilet rooms really need to be designed for 100 PSF?
Please advise... Thank you!
This is an existing building alteration to a tavern.
I'm trying to use the existing wood floor joists and I would like to justify a lesser than assembly = 100 PSF live load in this specific area. It's hard to install new "reinforcing" joists without pulling up the existing floor.
The facility is being "architecturally" classified as an A2 Assembly facility.
From IBC Table 1607.1:
4. Assembly area / Fixed seats = 60 PSF <<< Could I justify this?
9. ... restaurant = 100 PSF
Do toilet rooms really need to be designed for 100 PSF?
Please advise... Thank you!