Did he write his own hydraulics program and make 
you match his results? We have one of those. Perhaps we should introduce them.


At 05:03 PM 11/30/2009, you wrote:
>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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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080  
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