What Tom, Cliff, and Steve said.

Reed A. Roisum, CET
Fire Protection Technician

Ulteig Engineers, Inc.
3350 38th Avenue South
Fargo, ND 58104-7079

Direct Number: 701.280.8580
Mobile: 701.212.8810
Main Office: 701.280.8500

-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Steve Leyton
Sent: Wednesday, March 25, 2009 11:42 AM
To: [email protected]
Subject: RE: side by side standpipes

What Tom and Cliff said.   The code says that when Class I or III
standpipes are required in a building, they shall be located so that
there is a hose connection at every landing of every REQUIRED exit
stair.   That is to say, as required by code, which the scissor designs
are most definitely.   This is usually to exit a high-capacity room or
building in as little area as possible so stairs are ganged up - I've
done projects with 3 and 4 in a cluster and it's usually for A-Group
occupancies where lots o' folks are crowded into rooms like ballrooms
and conference centers.  Since you can't get from one stair to the
other, they are "separate" stairs, even if they're in the same shaft.
The selection of intermediate or floor-level landings is as approved by
the AHJ.

Steve Leyton
Protection Design & Consulting
San Diego, CA




-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Tom
Duross
Sent: Wednesday, March 25, 2009 9:26 AM
To: [email protected]
Subject: RE: side by side standpipes

Greg-
What Cliff said.
500 for the first and 250 for each other for your standpipe hydraulics
up to
1000 or 1250, depending on sprinklers.
Tom


Greg,

If have understood your description, these are called 'scissor stairs'
and
are fairly common in condos in south Florida.  As far as I am aware,
there
is no way to get rid of one of them.  They are required in each
stairwell.
As far as the calcs go, you would calc this the same way you would if
they
were separated by 100 ft.  It is a completely different standpipe as far
as
the code is concerned.

Cliff Whitfield, SET

Does anyone have experience with standpipes serving a building where
there
is an "up" stair and a separate "down" stair adjacent to each other.
Both
serving the same floor area or fire zone.

The EOR is asking for a s/p in each stairwell. Do you have to calc 2
valves
on the same floor? Or can you calc one valve per FLOOR?

Is there a legit way to eliminate one of the s/p's?

Greg McGahan

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