Don't neglect velocity restrictions that some water companies have. Around here 
it is 15 fps for underground.

***Please note our new address***

Duane Johnson, PE
Design Manager
Strickland Fire Protection
4011 Penn Belt Place
Forestville, MD 20747
301-474-1136 Office
301-455-0010 Cell

From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Steve Leyton
Sent: Thursday, May 19, 2016 10:02 AM
To: [email protected]
Subject: RE: Fire Flow

It's like sprinkler hydraulics in that the size of the piping may have to be 
calculated, which is based on the available flow and pressure from whatever 
water supply you're starting with. Usually, and I emphasize usually but not 
always, a 6-inch lateral is adequate for a single hydrant but not if its 450 
feet long.


Steve


-------- Original message --------
From: Brian Harris <[email protected]<mailto:[email protected]>>
Date: 5/19/16 6:48 AM (GMT-08:00)
To: 
[email protected]<mailto:[email protected]>
Subject: RE: Fire Flow

Got it, thanks. I see where this particular project requires 1500 gpm @ 20 psi 
for 2 hours, what is needed to translate that into required underground/tap 
size?

Brian Harris, CET
BVS Systems Inc.
bvssytemsinc.com<http://bvssystemsinc.com/>

From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of [email protected]<mailto:[email protected]>
Sent: Thursday, May 19, 2016 9:44 AM
To: 
[email protected]<mailto:[email protected]>
Subject: Re: Fire Flow

In the IFC it is table B 105.2 i believe.

Mark at Aero
602 820-7894

Sent from my iPad

On May 19, 2016, at 5:56 AM, Brian Harris 
<[email protected]<mailto:[email protected]>> wrote:
Does anybody have a spreadsheet or pdf they'd care to share that is used to 
calculate fire flow demand for a project site & determine underground/tap sizes?

Brian Harris, CET
BVS Systems Inc.
Sprinkler Division
bvssystemsinc.com<http://bvssystemsinc.com/>
Phone: 704.896.9989
Fax: 704.896.1935

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