NOFIRE777
Mechanical
- Jan 10, 2008
- 4
Our company is currently designing a 21 Story High Rise Building. The Local AHJ requires 125 psi minimum at each FHV and will not allow more than 175 psi at each FHV. Our initial approach was a fire pump and PRV for each floor and PRFHV's at each level. Now we are looking at possibly trying to use fire pump and have 1 low-pressure standpipe, and 2 high-pressure standpipes restricted to 175 psi. This way, we only have a few pressure reducing cla-val valves and not over 21+ PRV's and 100+ PRFHV's. Any food for thought from some of you experienced High-Rise building designers.
Thanks in advance!!
Thanks in advance!!