We are working on hydraulic calculations for a military hangar, and we are referencing UFC 4-211-01, which calls for the design area to be 0.20 over 5000 sqft.
The hangar is 60 feet tall at its peak. To prevent overflow, we are proposing K5.6 sprinklers for the area. Are K5.6 sprinklers allowed, or does UFC 3-600-01 apply where buildings 45-ft up to 60-ft would require minimum K11.2 sprinklers? The area is overflowing by around 600 gpm. Any advice on this would be helpful. Thanks. Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
11 Comments
Pete H
3/20/2025 06:47:27 am
I see no reason 3-600-01 chapter 9 wouldn't additionally apply as those seem to be general requirements. Specifically Table 9-3.
Reply
Glenn Berger
3/20/2025 08:13:43 am
Your project will need to be in compliance with both UFCs. You can try to submit an RFI explaining the situation.
Reply
Jesse
3/20/2025 09:05:13 am
Uggggg UFC....
Reply
Jack G
3/20/2025 09:35:01 am
I m wondering why nfpa 409 doesn t come into play.
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CHRIS LIZAKOWSKI
3/20/2025 10:33:09 am
It is a Class II Hangar. The UFC overrules NFPA 409.
Reply
Jerry Clark
3/20/2025 10:01:05 am
We need to know if this is a Group I or Group II hangar. That will dictate the type of system required.
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CHRIS LIZAKOWSKI
3/20/2025 10:30:56 am
It is a Class II hangar
Reply
Steven A Waidelich
3/20/2025 01:05:46 pm
UFC 4-211-01, change 3 requires 11.2
Reply
Brett
3/20/2025 01:53:47 pm
If UFC 4-211-01 doesn't specifically alter the requirements of UFC 3-600-01 then UFC 3-600-01 applies. UFC 4-211-01 doesn't mandate a specific k-factor so you have to follow UFC 3-600-01.
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Chris Cahill
4/2/2025 01:50:11 pm
The Chief FPE of the AF has ruled k5.6 is acceptable on multiple occasions, pre and post Sundown Policy.
Reply
Chris Cahill
4/2/2025 02:39:08 pm
Sorry, didn't complete thought...this was as recent as two weeks ago.
Reply
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