Wow, I've never seen lower than 20 for overhead piping.  Even FM has basically 
thrown out velocity limits, I've already done a job over 32 fps using Darcy 
Weisbach per their requirements.  Didn't even come up in the review letter.

Mike Morey
CFPS 3229 * NICET S.E.T. 123677
Project Manager * Fire Protection Group
Shambaugh & Son, LP an EMCOR Company
7614 Opportunity Drive * Fort Wayne, IN * 46825
direct 260.487.7824 /  cell 260.417.0625 /  fax 260.487.7991
email [email protected]

[cid:[email protected]]

From: [email protected] <[email protected]>
Sent: Monday, March 14, 2022 3:49 PM
To: [email protected]
Subject: [Sprinklerforum] Velocity - Rant

Does anyone have any idea where these engineers come up with the velocity 
limits? We have one that they are requiring a 10 PSI margin (not an issue since 
AHJ requires 20%), but also limiting velocity to FOURTEEN fps. There has never 
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Does anyone have any idea where these engineers come up with the velocity 
limits?  We have one that they are requiring a 10 PSI margin (not an issue 
since AHJ requires 20%), but also limiting velocity to FOURTEEN fps.  There has 
never been a limit in NFPA 13.  The velocity that we determine is only based on 
a demand calc.  The water supply doesn't know to reduce flow so that a 10 psi 
margin is maintained.  If a single sprinkler activates, that 1" arm over is 
going to see far greater than 14 fps.

It really just baffles me how this criteria has become so ingrained in the 
engineering culture.

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Travis Mack, CFPS, CWBSP, RME-G, COC, SET
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