I'd think a tank would be a more redundant supply than a 2nd lateral, albeit
far more $ then the 2nd lateral. Get what you pay for, but a tank w/out UG
to pump would eliminate your soil problem IF the AS are then fed from
interior piping. Might be justified if $ value is high, or egress scary.

Caution tape above the one lead-in could also be effective in preventing
future damage to a weakened main, but I wouldn't try to cure problems more
than 40 yrs out.

glc

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of å... ....
Sent: Sunday, January 25, 2009 9:25 AM
To: [email protected]
Subject: when is redundancy a good thing... 1 vs 2 water lead-ins to a
building

scenario:

   820,000 square foot building
   4 levels open to each other.
   multiple occupancy, non-separated
   more than 10,000 occupants
   expected building service life:  75 years.
   Type I-B (IBC)  II (2 2 2) NFPA construction
   Code:  NFPA set


  the water supply to the sprinkerl lateral is looped and redundant, but
      after that, we are unique.   that is, we currently have on the
      design table,
             1 fire pump and
             1 fire lateral into the building.

My fear is not so much that the fire lateral or spool piece
      will fail, which in
      75 years is a possibilty with high chloride content soil,
      but that some other trade will break the lateral while
      digging around for their own system's maintenance.

Too conservative in the design choice of redundant
      fire pump and laterals?  Or is it normal and reasonable
      design for this occupancy and construction
      to have 1 sprinkler lead-in and 1 fire pump.




scot deal
excelsior fire engineering
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