About those "Fire Flows"
About those "Fire Flows"
(OP)
Before I get beat up I want to say I recognize this work belongs to the professional engineers.
I received a fax from a Florida developer putting together a 3 story motel project that we'll get if it goes. Included was a request from the planning commission for "ISO Fire Flow Report" along with a flow test from the city engineers office indicating 50 static, 20 residual @ 20 psi.
I replied saying the water supply looked OK for the sprinkler (NFPA 13R) but for the fire flow report he needed to obtain the services of a professional engineer licensed in the state of Florida. To cover my rear I told him once the report was done I could tell him for sure if the supply was adequate or not.
At ths stage, total lack of drawings or specsifications, I can even be sure if an NFPA #13R system would be acceptable and a full 13 system would be a tough one given the water supply.
I think they're just getting into the project and shopping around for some cheap (free) information.
I don't want to know how to do one but I would like to know what it is and a few of the primary factors that go into putting a fire flow report together. I got a feeling it's about how much water is needed in an area adjusting for a myriad of factors like construction type, lot lines, other buildings etc but that's just my guess.
I would like to know enough about this to at least know what it is so I don't look like a dummy.
So if any of you PE types have a couple minutes, in a paragraph or two, what is an ISO Fire Flow Report?
I received a fax from a Florida developer putting together a 3 story motel project that we'll get if it goes. Included was a request from the planning commission for "ISO Fire Flow Report" along with a flow test from the city engineers office indicating 50 static, 20 residual @ 20 psi.
I replied saying the water supply looked OK for the sprinkler (NFPA 13R) but for the fire flow report he needed to obtain the services of a professional engineer licensed in the state of Florida. To cover my rear I told him once the report was done I could tell him for sure if the supply was adequate or not.
At ths stage, total lack of drawings or specsifications, I can even be sure if an NFPA #13R system would be acceptable and a full 13 system would be a tough one given the water supply.
I think they're just getting into the project and shopping around for some cheap (free) information.
I don't want to know how to do one but I would like to know what it is and a few of the primary factors that go into putting a fire flow report together. I got a feeling it's about how much water is needed in an area adjusting for a myriad of factors like construction type, lot lines, other buildings etc but that's just my guess.
I would like to know enough about this to at least know what it is so I don't look like a dummy.
So if any of you PE types have a couple minutes, in a paragraph or two, what is an ISO Fire Flow Report?





RE: About those "Fire Flows"
That flow test was 50 static, 20 residual @ 750 gpm.
RE: About those "Fire Flows"
Essentially you would calculate your available fire flow at 20 PSI and compare it to the calculated fire flow using the ISO methodology, while also reducing it based on the installation of an automatic sprinkler system.
Static P = 50 psig; Residual P = 20 psig; Q = 750 GPM? That's one pathetic water supply.
RE: About those "Fire Flows"
"Static P = 50 psig; Residual P = 20 psig; Q = 750 GPM? That's one pathetic water supply."
No kidding.
Tack on 3 floors, a 5 psi safety factor, sidewall sprinklers with a 20 ft. throw with an RPZ and there isn't much left to work with.
From what I am hearing planning boards or building departments in Florida can turn projects down if they don't meet the ISO criteria.
RE: About those "Fire Flows"
RE: About those "Fire Flows"
Owner asked me to try to find someone.
RE: About those "Fire Flows"
A guy I highly respect is Tom Gardner with Schirmer Engineering in Atlanta. He does a lot of work in Florida and has a Florida P.E.
He'll treat you right.
RE: About those "Fire Flows"
Don Phillips
http://worthingtonengineering.com
RE: About those "Fire Flows"
I have a high degree of respect for my Tom - he's a solid FPE and I almost went to work for him. I hope I didn't miss an opportunity to learn from a really smart engineer. I just couldn't make the move to Atlanta (being a grumpy, hard headed Texan).
RE: About those "Fire Flows"
This request is asking for two different things.
The flow test report is simply a report of a hydrant test on one or more particular hydrants in the public water system. It usually reports the static pressure, in psi, the pitot gage reading and the measured flow in gpm based on that gage reading. With this information one can then calculate the probable available flow at any other pressure, such as the 20 psi most often specified.
A full ISO Report is a report of a comprehensive field and record survey of both the Fire Department and the water system(s) used in a community. It takes into account many factors such as; response time, available equipment, reliability of equopment, training, hydrant flow test results, etc. etc.
The ISO Report is used to classify the community's fire loss risk. ISO works for insurance companies so "risk" and "loss" are four letter words to their employers. The water system accounts for about 1/3 of the final classification of the community. The Class of the community is used to set fire insurance rates for all properties in the community; but especially residential properties.
If there is an ISO Report it is a public record and should be available at City Hall, the Fire Chief's office or maybe even the City Library.
good luck
RE: About those "Fire Flows"
I appreciate the input I try to learn something new everyday and usually end up learning more.
But that is Professinal Engineer stuff and I am just a sprinkler systems tech so I'm not paid enough to go there.
Seriously, if I read it I would probably understand most of it but wouldn't have a clue as to what to do with it.
RE: About those "Fire Flows"