As an AHJ we are in a similar position and would have to accept it if it met 
the absolute code minimum requirements.  

These are MINIMUM requirements.  Many projects may need to be designed to a 
higher level than the legal minimum.  That is why in SC the designer is 
required by State Law [See ยง40-10-250(B) at 
http://www.scstatehouse.gov/code/t40c010.htm] to be either a PE or [when exempt 
under the engineering law] a SC licensed sprinkler contractor with a NICET IV.

It is the responsibility of the designer to account for reasonably foreseeable 
problems with the water supply capacity during the design life of the system.  
The designer will be the person in court being asked to justify their design 
choices if the system fails...  The NFPA Handbook commentary to (2007) NFPA 13 
23.1.2 [page 844] provides good information that should be read and carefully 
considered by the designer.

 

David W. S. Blackwell, II, PE, CFI-I, CFPE
Engineering 
---------------------------------------------------------------- 
Office of State Fire Marshal 
141 Monticello Trail 
Columbia, SC 29203 
Phone:  803.896.9833 
Fax:  803.896.9806 
Email:  [email protected] 
OSFM Website: http://www.llr.state.sc.us/firemarshal.asp 
---------------------------------------------------------------- 


-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Richardson, R
Sent: Monday, November 30, 2009 3:20 PM
To: [email protected]
Subject: RE: Calcs-How much margin

I would not approve it based on the fact we have a local code requirement to 
have a 10 psi cushion.  However, without that local code requirement it would 
definitely be approved. Without a local code requirement for a cushion there is 
no basis to not approve it.

Rich Richardson
Seattle Fire Department

-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Mike Hairfield
Sent: Monday, November 30, 2009 12:17
To: AFSA SprinklerFORUM; Richardson, R
Subject: RE: Calcs-How much margin


I would approve it but ask for "As Built" Calcs!!!!!

 

Mike
 
> From: [email protected]
> To: [email protected]
> Date: Mon, 30 Nov 2009 14:15:07 -0600
> Subject: RE: Calcs-How much margin
> 
> I would approve it.
> I would also check the calculations VERY, VERY close.
> 
> David Autry
> Plans Examiner
> Nebraska State Fire Marshal's Office
> 246 S. 14th Street
> Lincoln, NE 68508
> 402-471-9659
> 402-471-3118 fax
> www.sfm.ne.gov
> 
> ** Note new email address: [email protected]
> 
> -----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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> 
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