Sifu
SAWHORSE
- Joined
- Sep 3, 2011
- Messages
- 3,318
Just for my own curiosity:
I have a submittal that appears to be using the portions of the CPC. However, they are using what appears to be a different occupant load factor for plumbing fixtures than what they use for egress. I checked the CPC but I don't see anything that corresponds. This is an A2, and they use a factor of 30 for plumbing fixtures. Just trying to understand where this comes from. The CPC instructs to use the CBC for the total OL, but I don't see anything in that either. This is just an exercise, because they can't use it in this AHJ anyway, but I always like to know the why.
I have a submittal that appears to be using the portions of the CPC. However, they are using what appears to be a different occupant load factor for plumbing fixtures than what they use for egress. I checked the CPC but I don't see anything that corresponds. This is an A2, and they use a factor of 30 for plumbing fixtures. Just trying to understand where this comes from. The CPC instructs to use the CBC for the total OL, but I don't see anything in that either. This is just an exercise, because they can't use it in this AHJ anyway, but I always like to know the why.