Mike Cole
Mechanical
- Mar 16, 2017
- 8
Hi guys! Does anyone know what the practice was pre 1950 for standpipe design? We ran into a situation here in the city of chicago with a high-rise where we were asked to perform a standpipe flow test. The building was built in 1929, contains 2 Class III standpipe systems with 2 standpipe risers per zone. Low Zone and High Zone respectively. No Fire Sprinklers in this building. The pump are 750 gpm pumps so we have the correct flow. My question is the residual pressure design for that era? I found this on the ole interwebs.
"The test is conducted pursuant to the standard in effect at the time of the property’s construction. (From the 1950s, 50 PSI was the design standard; from the early 1970s to 1993 were generally built to a 65 PSI standard at the the most remote connection, and 1993 and newer to 100 PSI.)"
What was the standard pre 1950? and in particular 1929?
Our flow results:
Low Zone – 33psi residual @ 500gpm TOR. Additional 250 GPM at ground floor on the other riser. Total 750gpm
High Zone – 30psi residual @ 500gpm TOR. Additional 250 GPM at ground floor on the other riser. Total 750gpm
These numbers make me cringe... And in my searches of standpipe design I found the results of the investigation of One Meridian Plaza where they found pressure reducing valves incorrectly set to 45psi. Obviously my client and I are both concerned.
Does anyone have any knowledge of the early years of Standpipe design?
Meanwhile, we're going to do a drawing and calculation and see what the system should be performing at, and compare it to our data. From there we can determine what needs to be done to bring them up to current Chicago Municipal Code requirement of 65psi residual.
Any help would be greatly appreciated!
Michael Cole
Vice President
Cole Fire Protection, Inc.
Chicago IL
"The test is conducted pursuant to the standard in effect at the time of the property’s construction. (From the 1950s, 50 PSI was the design standard; from the early 1970s to 1993 were generally built to a 65 PSI standard at the the most remote connection, and 1993 and newer to 100 PSI.)"
What was the standard pre 1950? and in particular 1929?
Our flow results:
Low Zone – 33psi residual @ 500gpm TOR. Additional 250 GPM at ground floor on the other riser. Total 750gpm
High Zone – 30psi residual @ 500gpm TOR. Additional 250 GPM at ground floor on the other riser. Total 750gpm
These numbers make me cringe... And in my searches of standpipe design I found the results of the investigation of One Meridian Plaza where they found pressure reducing valves incorrectly set to 45psi. Obviously my client and I are both concerned.
Does anyone have any knowledge of the early years of Standpipe design?
Meanwhile, we're going to do a drawing and calculation and see what the system should be performing at, and compare it to our data. From there we can determine what needs to be done to bring them up to current Chicago Municipal Code requirement of 65psi residual.
Any help would be greatly appreciated!
Michael Cole
Vice President
Cole Fire Protection, Inc.
Chicago IL