Using 11.2.3.4.3 is the answer for calculating the grease duct sprinklers.  
Spacings and locations per Chapter 7 using K-factors of 1.4 - 5.6 and minimum 
end head pressure of 7psi.  Keep the amount of water in the duct to a 
reasonable amount.  A 5.6K head in a 12" dia duct is overkill.  

Remember drainage of the duct is up to the mechanical engineer/contractor.  The 
sprinkler designer needs to inform them of the potential amount but how it's 
drained is their issue.

NFPA 13, 2007, Figure A.7.10.2 gives a good illustration of heads within the 
duct system.




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 Parsley 
Consulting
Sent: Monday, January 26, 2009 11:48 AM
To: [email protected]
Subject: Re: Calculating sprinklers in horizontal grease ducts

Ron,

How about this, from the 2007 edition of NFPA-13?

11.2.3.4 Special Design Areas.
11.2.3.4.1 Where the design area consists of a building service chute supplied 
by a separate riser, the maximum number of sprinklers that needs to be 
calculated is three each with a minimum discharge of 15 gpm
(57 L/min).

11.2.3.4.2* Where an area is to be protected by a single line of sprinklers, 
the design area shall include all sprinklers on the line up to a maximum of 
seven.

11.2.3.4.3 Sprinklers in ducts as described in Section 7.10 and 8.15.12 shall 
be hydraulically designed to provide a discharge pressure of not less than 7 
psi (0.5 bar) at each sprinkler with all sprinklers within the duct flowing.

I'm not sure, but I think at least some of that applies to what you're 
describing.


PARSLEY CONSULTING
Ken Wagoner, SET
760.745.6181 voice
760.745.0537 fax
[email protected] <mailto:[email protected]> e-mail
www.ParsleyConsulting.com <http://www.ParsleyConsulting.com> website


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