Tony - in the 2003 edition, sections 7.10.1.1.2 and 7.10.1.2.2 address flow
rates for 'horizontal' standpipes.  They should answer your 1st question.

Ed Kramer
Littleton, CO

>
>I'm designing a class 3 standpipe system for a single storey 300,000
>sq.ft.
>metal fabrication plant. No city water, so needs a water storage pond.
>
>I'm trying to figure out the required storage volume. NFPA requires 500
>gpm
>from the most remote standpipe and 500 gpm from each additional stand pipe
>(for floor area exceeding 80,000 sq.ft.) with total not exceeding 1250
>gpm,
>for a duration of 30 minutes. My opinion is that NFPA 14 mostly covers
>multi-storey buildings. When it's single storey, should I take each hose
>connection as a standpipe and flow 250 gpm per connection, up to maximum
>1250 gpm? It is probably the safest, as it would be the most conservative.
>Has anyone come across this situation?
>
>The other question is regarding hose allowance for fire department. (The
>building code water supply requirement does not apply in my area, if the
>building has either a sprinkler or standpipe system.) NFPA 14 requires a
>standpipe system to be designed for the system demand and fire department
>connections. It says to consult the AHJ for water supply from fire
>department pumper. Would it be system demand OR demand for fire department
>pumper (the larger value and not both simultaneously)? Or should a hose
>allowance be used same as for a sprinkler system? If so, for what
>duration?
>
>Another question (while I'm at it), NFPA 14 requires lateral piping to 2
>1/2" hose connections to be protected if the building is not sprinklered.
>Up
>to now I've never seen piping in a single storey building in fire rated
>enclosures. Is it required?
>
>Tony
>
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