We calculate nearly everything we touch, if only for our own purposes. The rest 
we use the hundred plus years of combined experience the principals have to 
decide things like that. We have seen enough to know that in many cases when 
people have gone in and added  1-2 sprinklers they have over taxed a system IF 
IT HAD TO FLOW ITS ENTIRE REMOTE AREA. Since sprinklers work so well, that 
usually doesn't happen however.


We were asked to add 6 heads to a system recently that previously had 
approximately 30 sprinklers. We were told to add them in a specific location 
adjacent to the supply for the system. I KNOW THE FOLLOWING RESULTS ARE EXTREME 
AND UNUSUAL - but we refused to do so without proving the additional heads 
would work. When we calc'ed it we were shocked to find that the entire system 
was installed incorrectly with improper spacing and end head pressures and had 
a pressure deficit of HUNDREDS of lbs. I am so grateful that we did not just do 
what the EOR asked us to do.

I would say you need to learn to calculate and buy some software to keep you 
out of trouble IMHO.

Greg McGahan
Operations Manager

Living Water Fire Protection
1160 McKenzie Road
P.O. Box 877
Cantonment, Florida 32533
(850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
[email protected]



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Karen Purvis
Sent: Wednesday, February 10, 2010 3:24 PM
To: [email protected]
Subject: RE: pipe sizing question

I'm not talking about calculations just about selecting the actual size of
the pipe. Should I use a 1" pipe on 2 sprinklers or use a 1" pipe as long as
the gpms are less than 10. I just want to know how people know or choose the
size of pipe they use for each branch, sprig and main.

Karen Purvis
Senior Designer
Facility Systems Consultants
713 South Central Street,
Suite 101
Knoxville, TN 37902
ph.865-246-0164
fax 865-246-1084

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Matt Grise
Sent: Wednesday, February 10, 2010 4:23 PM
To: '[email protected]'
Subject: RE: pipe sizing question

In some of the jurisdictions around here the AHJ's do allow submittals
without calcs for small add/relocate, and tenant improvement work as long as
it does not exceed the original hydraulic design of the shell system
(adjusting an OH2 retail system to accommodate a LH office, etc).

I am familiar with the pipe drop charts you are talking about. The main
issue I see with those is that it could be difficult to account for
over-flow at each head, so you could end up with more water flowing than you
anticipate.

Matt Grisé PE*, LEED AP 
Sales Engineer 
Alliance Fire Protection 
*Licensed in KS & MO 

913.888.0647 ph 
913.888.0618 f 
913.927.0222 cell 
www. AFPsprink.com 


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Travis Mack,
SET
Sent: Wednesday, February 10, 2010 3:18 PM
To: [email protected]
Subject: Re: pipe sizing question

It is my understanding that you need to provide calculations per NFPA 
13, or use the pipe schedule method where it is allowed.  You can 
estimate with tables showing pressure drops, but that likely won't 
suffice for submittal to the local authorities in any where that I have 
done work.

On 2/10/2010 2:08 PM, Karen Purvis wrote:
> We mainly do new and add-on systems a few retrofits no grids no high piled
> storage no extra hazard. Usually all light and ordinary hazard.
>
> Karen Purvis
> Senior Designer
> Facility Systems Consultants
> 713 South Central Street,
> Suite 101
> Knoxville, TN 37902
> ph.865-246-0164
> fax 865-246-1084
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of
> [email protected]
> Sent: Wednesday, February 10, 2010 4:12 PM
> To: [email protected]
> Subject: RE: pipe sizing question
>
> For what kind of systems, new, retrofits, tree, grid, etc.....?
>
>
> Craig L. Prahl, CET
> Fire Protection Specialist
> Mechanical Department
> CH2MHILL
> Lockwood Greene
> 1500 International Drive
> PO Box 491, Spartanburg, SC  29304-0491
> Direct - 864.599.4102
> Fax - 864.599.8439
> [email protected]
> http://www.ch2m.com
>
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Karen
Purvis
> Sent: Wednesday, February 10, 2010 3:57 PM
> To: [email protected]
> Subject: pipe sizing question
>
> This may seem like a very newbie question but here goes. How do most of
you
> guys size your pipe other than using a hydraulic calculation program? I
have
> been using a pressure drop chart that list pressure drop and velocity in
> schedule 40 pipe for water at 60°F per 100 feet drop. So far this has
worked
> for me but now I have someone questioning my method. Should I be going
back
> to the pipe schedule method?
>
>
>
> Karen Purvis
>
> Senior Designer
>
> Facility Systems Consultants
>
> 713 South Central Street,
>
> Suite 101
>
> Knoxville, TN 37902
>
> ph.865-246-0164
>
> fax 865-246-1084
>
> _______________________________________________
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>
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>
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>
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>
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>    


-- 
Please feel free to call if you have any questions or comments.

Sincerely,

Travis Mack, SET
MFP Design, LLC
2508 E Lodgepole Drive
Gilbert, AZ 85298
Office (480) 505-9271
Fax (866) 430-6107

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