NFPA 13 Density/Area Method Chapter 28.2.4.2.3 states that if the design area is smaller than the required minimum design area, you're allowed to include only the sprinklers in the available design area.
However, there's an additional provision. This provision details how to calculate the design discharge. First, you subtract the flow from the available area from the required minimum design discharge. Then, you add this difference back into the equation. Essentially, this brings you back to the flow discharge of the required minimum design discharge. Could someone explain this provision? Is this calculation done to account for potentially higher flows in the main header? What flow then determines the maximum flow for sizing a fire water tank? I'm looking forward to your answers. Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
4 Comments
Peter Howard
9/12/2023 06:45:55 am
Was a recent thing I picked up, so please take with a grain of salt and make sure to check other responses for the inevitable parts I missed:
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Dan Wilder
9/12/2023 07:15:43 am
Second part first - Water Tank Sizing
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Casey Milhorn
9/12/2023 10:57:49 am
Great comments so far. I find it's rare that phantom flow is necessary, and I think a little common sense goes along way here. BUT, it should be used, in my opinion, when you have a situation like Peter described. It should not be used when you can use another method, like reduced area, or large room design method, etc. Basically it's there to make sure you aren't cheating the system.
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Colin Lusher
9/13/2023 12:17:43 pm
I took a deep dive into this on a military project where the AHJ was requiring phantom flow methods be used for a 1000 sq.ft. Ordinary Hazard Occupancy that was within a larger light hazard occupancy.
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