I don't know what you mean...PE's are the coolest!

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 George Church
Sent: Monday, November 30, 2009 4:04 PM
To: [email protected]
Subject: RE: Calcs-How much margin

Some day maybe I'll see if I can cut and paste what a PE around here
required. I haven't been able to figure it out, it was easier to not bid
their work. I do know it had nice things like:

No field-installed offsets without revised calcs submitted and approved.
(Know how well that works with virtually any schedule?)

Adjust C factors to like 85 for dry black steel, 100 for wet steel- cause
evidently the rest of us don't know jack.

A description of how to knock 10, 15, 20% from the flowtest that leaves me
(and others here) scratching our heads on how to actually do what they ask
(as in 15% of what- flow? Pressure? Static? Residual? Everything?)

Plus after adjusting the C factors, you can no longer discuss the cushion
with anyone else (insur AHJ, local AHJ) intelligently since the c-factors
are set more appropriately to a more conservative setting (we'd call it FULL
ANAL RETENTIVE) in case the pipe ages quicker than we expect.

glc

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Matt Grise
Sent: Monday, November 30, 2009 4:04 PM
To: '[email protected]'
Subject: RE: Calcs-How much margin

I have to agree that all questions of water supply aside, 8.3.4.1 seems
pretty clear that k4.2 sprinks cannot be used in anything except light
hazard occupancy. 

Supposing they had used the proper heads...I would reject on the basis that
they tested a water main that does not feed the building. It seems like they
may have just fudged the placement a little in order to suggest that they
probably might have water similar to what was tested.

Supposing they had the right heads and had tested the right line...I would
approve. Especially if they have knocked 10% off already. The reason that
there is a cut-off is because you have to be able to say yes or no at some
point. Obviously more safety is more better, but we can't all drive around
in tanks wearing football helmets.

My understanding is that the 10% number is just one that was picked out of
thin air as something that people are generally ok with. I see specs call
for 10% psi, or 10psi, or 20 (both ways). There are some jurisdictions
around here that tried to push 30% for a while.

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
[email protected]
Sent: Monday, November 30, 2009 2:11 PM
To: [email protected]
Subject: Calcs-How much margin

I've got a calc I'm reviewing, after all said and done, 3.63 psi margin
between demand and available.  Designer used 4.2K heads to get the flow
exactly to the decimal of the required flow.  This is an industrial type
project.  With a .15 gpm/sf density at 92 sf per head, the flow would be
13.8 gpm and he's dead on the money.  The concern would be that over the
years if there was any change in the water supply or decay of the piping,
that the operation of half the design area would be questionable.  

Would you approve or reject this design?  Is this cutting it just a bit
close?

 


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 

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