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When calculating a risk score on an occupancy, a question asked is "Is fire flow available?"
My question is this: which hydrants does everyone count towards being available? IFC 507 states that if a hydrant is not within 400-600 feet, then an on-site hydrant is required. Some of my colleagues interpret that as "Anything outside of that radius does not count as available for Fire Flow." We carry 1000 ft of supply hose, so some say all hydrants within a 1000 ft radius contribute. However, that is really to dress a single hydrant up to 1000 ft away, not to dress multiple hydrants within 1000 ft. Ultimately, we get to decide in the end, but we want to make an informed decision and document our methods for consistency. This question is not about calculating the needed flow and assumes the water department can provide accurate flow data for each barrel. Any insight from the pros and other AHJ's would be fantastic. Thank you for your time. Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
7 Comments
LC
5/20/2025 08:10:13 am
We include hydrants within 1,000 feet per NFPA 1. The reference in the 2024 edition of NFPA 1 is Table 18.5.4.3.
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J.H.
5/20/2025 08:24:02 am
The idea is that any single hydrant cannot be credited with delivering more fire flow than any one engine can pump. NFPA 1 sets the cap at 1500 gpm (or more, if the engine can handle more), but it will be less if the engine can't pump at 1500 gpm. For example, some of our apparatus can only pump 1250 gpm, so that could be taken into account when determining actual available fire flow for a given site.
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CHRIS BOYD
5/20/2025 07:03:34 pm
While its true most pumps in a ics type 1/2 engines are rated at 1500gpm, they are rated at draft. If supplied with additional volume they are capable of pumping more than they are rated for.
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Robert Morgan
5/20/2025 09:27:35 am
All hydrants within 1,000' (excluding private hydrants on adjacent properties) can count. As you get further from the building the amount of GPM you can count goes down, so you cannot simply add all the hydrant flows together at max flow.
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Casey Milhorn
5/20/2025 09:33:58 am
This topic fascinates me, especially on how many AHJs interpret and/or enforce it in a variety of ways. Actual fire flow capability of fire hydrants, especially "private" hydrants, can depend on the sizing and arrangement of the public or private fire line. When the fire flow demand is ran through a backflow preventer, fire meter, fire pump assembly, etc., things can start to get complicated. One of the major issues I see is that the backflow is selected based on fire sprinkler demand and/or fire pump capacity, but the fire flow demand is ignored. Many times you end up with a backflow feeding private hydrants and that backflow is not listed for the amount of fire flow demand (basically it's undersized). Another issue is when a fire pump is feeding private hydrants, you will see that fire pump and/or bypass sizing may not be adequate enough to provide the X amount of fire flow demand through it. At least by way of it's listed performance. I've seen many AHJs and design professionals base fire flow demand on the public hydrants only and are happy as long as they can meet the fire flow demand. I've also seen AHJs completely ignore the fire flow demand for rural churches, schools, etc. Basically, if they enforced the fire flow demand it would make the project untenable due to cost of water storage tanks and/or city water improvements.
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sean
5/20/2025 11:58:43 am
unless you have nfpa 1 adopted then I would not use anything from that.
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Chad
5/20/2025 12:57:03 pm
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