NFPA 33, 2018 Section 9.6.2.1 reads "The sprinkler design area shall not be required to exceed the area of the booth or room in which spraying or resin application is conducted."
My project has a large downdraft paint booth for buses. There are two concrete pits (4-ft height, 3-ft width, 80-ft long) beneath the paint booth that are covered by open grate flooring. (1) Does the above reference mean that the exhaust duct sprinklers do not need to be included in the booth hydraulic calculation? I have a large paint booth, and it has 4 exhaust ducts. (2) Is sprinkler protection required within the pit? Do these heads have to be included in the booth calculation or can they be considered heads under obstruction? If sprinkler protection was within the pit, the bags had to be regularly changed, which creates an issue for the end user and adds a large demand to the calculations. I think it would be unlikely that the sprinklers would operate in the concrete pit, as the overhead system should adequately protect the booth itself. Thanks in advance. Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
10 Comments
Glenn Berger
4/25/2025 08:46:21 am
- Sprinklers within the Pit -- Yes they are required. Without more specific details of the interface between the paint booth and the pit, I cannot provide a proper response to the inclusion in the hydraulic calculations question.
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I'm also very curious what the consensus is here. I recently completed the shop drawing design for a large military pain spray booth. For my project, I calculated the booth separately from the duct based on this:
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Jack G
4/25/2025 11:49:37 am
It has been my experience that the booth , the area in the floor , and filters , also exhaust ducts will require sprinklers. ( in the hydraulic calcs )
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Yes, that's been my past experience too. However, in this case, either the EOR didn't include exhaust sprinkler with the booth in their BOD calculations, or the EOR messed up on their hydraulic calcs. And without express direction from either NFPA 33 or the A&E plans, my quickest route to find out what really happened is to submit a design that the water supply is capable of handling, which in this case is a separate calc for booth and exhaust, meets the requirements of NFPA 33 (which doesn't expressly say to include both booth and exhaust together), and see what they say. If they accept it, then we're good. If they don't, they'll have egg on their face for proposing a system design in the A&E documents with an inadequate water supply, and they'll have to fix it on their end, with a substantial change order likely. Will keep this thread posted on the result.
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Brett
4/25/2025 01:07:25 pm
In my opinion section 9.6.2.1 is there to clarify that you don't need to calculate the booth in combination with the ceiling level sprinklers above the booth.
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Jay
4/26/2025 11:18:33 am
See the definition of Spay Area in NFPA 33. Yes, sprinklers are required in all those portions of the spray booth that are included in the definition of Spary Area, and they are all included in the calculation.
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UPDATE: I just got the review back on my above mentioned DOD spray project. The EOR approved my hydraulic calculations and is NOT requiring us to calculate the booth sprinklers and the exhaust sprinklers at the same time. So, much like the wording in NFPA 33, it appears this is not a simple cut and dried situation, with an easy 'YES' or 'NO' answer. The FPE reviewing my plans for this project has over 40-years of experience in every aspect of fire protection and specializes in DOD work, and special hazard applications, so it's not a matter of the reviewer overlooking or missing an obvious error. The booths they're using may have some prevention means for fires spreading into the ducts, such as dampers, but I don't have much info on the booth design. Anyway, I got the answer I was hoping for. I'm hoping this
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robb k
4/30/2025 08:12:52 pm
I have had The DFPE rule the other way... The problem with the his remarks required us to include the calc... and include a 11k factor head per UFC tabbles for EH1 whereas the NFPA only required 8k - the head was 17 ft higher than the design area - and that was also the most remote - it totally canned the project becuase our scope could was required to use an existing pump - due to this ruling itfailed to provide the flow and pressure - due to this one head driving the calcs way above the existing capabilty of the 750gpm pump... i tried to argue that this is not a design area sprinkler, as well as an 11k head in a 30inch round duct was sever overkll (flooding the duct) - the area density being completely carried over into a duct fell on deaf ears.
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robbk
4/30/2025 08:17:23 pm
oops ufc table for extra hazard was 11k, NFPA 33 for in-duct was 8k
Chris
4/29/2025 12:40:54 pm
Adjacent topic, work with your structural engineer to ensure that the ducting can handle the pooling water in the ducts.
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