In all seriousness, I find submission of AsBuilts in this industry as the 
exception rather than the rule, and the likelihood of AsBuilt Calcs even more 
remote, absent a contractual obligation and an engineer either smart enough or 
PIA enough to followup. 

Not saying they aren't a great idea for those whose systems don't closely 
resemble the original layout, just saying that it isn't exactly a mainstream 
issue. Absent buildings burning to the ground and/or people dying due to 
improper installation, we don't need to add the cost and if you want to see a 
contractor avoid something, how about taking the chance that their calc will 
indicate they need to go back into t a recently completed project and make 
changes! Now the building is occupied, now the drywall ceiling is up and 
tested- I can tell you the GC isn't looking to enforce since it'll cause 
hardship for all.

George Church
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE       570-837-6335 fax
[email protected]



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Brad Casterline
Sent: Thursday, March 03, 2011 9:17 AM
To: [email protected]
Subject: RE: As = L x S

Something else you might want to keep in mind is the idea of "AS-BUILT 
CALCULATIONS". Say you calc an Ord. Haz. II at 104 SF/head because the heads 
are 6'-6" from one wall and 4'-0" from another. But there is a conduit at 
4'-0". The fitter knows 130 SF max for standard coverage heads in Ord. Haz., so 
5'-0" is fine. You might have a little trouble with the as-built calcs in
this case!   
 
*******************************************
Good morning.
Thanks to all of you for your great answers.
I see this in my first training with AFSA in 2004 (great raining) but once you 
are in the field, you have a lot of questions.
I see a lot of times some designers who use in all cases the maximum coverage 
per sprinkler to do their hydraulic calculations, and when I ask them about the 
"As", they tell me that us the maximum coverage (based on the hazard 
classification) is a "Best Practice" because you do not need to find what is 
the largest sprinkler coverage in the hole system. With this forum, now I know 
I always need to use the maximum "As" in my most hydraulic demanding area, and 
that value will be used for the calcs.
Regards and thanks to all of you.
 
Gerzayn Fuentes
CEPI.mx
Mexico
Tel +52 (81) 17660800

 

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