Without checking, I thought you could only use small orifice sprinklers in
light hazard?

Ok, I did check.  I think this section says you can only use them in LH:

8.3.4 Small Orifice Sprinklers.
8.3.4.1  For light hazard occupancies not requiring as much water as is
discharged by a sprinkler with a nominal K-factor of K-5.6 (80) operating
at 7 psi (0.5 bar), sprinklers having a smaller orifice shall be
permitted, subject to the following restrictions:
(1)     The system shall be hydraulically calculated.
(2)     Sprinklers with nominal K-factors of less than K-5.6 (80) shall be
installed only in wet pipe sprinkler systems or in accordance with the
limitations of 8.3.4.2 or 8.3.4.3.
(3)     A listed strainer shall be provided on the supply side of sprinklers
with nominal K-factors of less than K-2.8 (40).


> 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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