If I was the AHJ, and you meet the system demand, I don't think I have a leg to 
stand on.

Meeting 150% could next mean putting in a smaller pump, calc'g it at 140% of 
capacity to meet demand, and being able to hit 150%. 
THAT would meet what some think the code says, but would be a crappy design.
Better to use a larger pump and not design to 140%


George L.  Church, Jr., CET  
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 IPA
Sent: Friday, June 10, 2011 11:58 AM
To: [email protected]
Subject: Re: Pump, Tank, 1000 ft suction line.....

Thanks for the reply. It looks like Mike's reference to 4.6.2.3.1 is actually 
new to the 2010 ed. (being under sources in gen reqmnts) I was wondering why my 
search in 2007 ed. only showed the exception to 150% in the acceptance testing 
section and the backflow evaluation. But that is good info to know.

What about where the city supply is capable of providing 150% but private 
service main was undersized by the GC and will therefore not meet 150% because 
of the friction losses solely in this portion of the line? Would it be 
acceptable to settle for system demand or should a new line have to be ran 
since technically the "source" (the city supply) is capable of the full flow?



On Fri, Jun 10, 2011 at 5:29 AM, George Church <[email protected]>wrote:

Hmm, I'm not sure why meeting the system demand is a failure.
> So I have a site with a proposed building.
> City can meet demand, but not the 150%.
> You'd install a tank and pump while I bid pump.
> Good luck with that conservatism in the real world.
>
> Had a Come to Pelosi mtg yesterday with GC, Owner, and "giraffe" PE*.
> The PE allowed CPVC in nursing home BUT ONLY if owner gets a credit.
> So the PE has specified a system that meets code, but with steel pipe 
> so the owner pays more than he should have to for it.
> That's is NOT being a good agent for the Owner.
> Again, ivory tower vrs contractor.
> Also, PE insists he has never heard an owner complain of overflowing a 
> mop sink or 3" floor drain with a 2" main drain test.
> I asked if he'd ever personally witnessed a drain test like we were 
> discussing. No, he hadn't.
> I told the owner I'd seen mop sinks overflow with ITC flow, 1/2" 
> orifice, and we think a 2" main drain test isn't going to have water 
> all over the floor?
> Again, people who have NO field experience advising an Owner what does 
> and doesn't work.
> Ken pointed out that the PE wouldn't get the call from the owner.
> Their maintenance guy would call the GC who would call us and fix it.
>
> So now you know why I'm such a fan of design-build.
> The PE was fine with specifying 4" galv 40 threaded for the ATTIC 
> sprinklers.... sure, that's a great installation with economy and long 
> life, eh?
> Actually, this PE had specified the open wood truss attic to be 
> protected by dry pendent sprinklers screwed into exposed piping in the attic.
> Hey, that is great fire protection. They cost more than ATTICs, they 
> need to be tested every 10 years, and the deflector distance might be 
> extended.
> How can you, when bidding, tell when the guy is wrong, or if he just 
> wants somehtng really weird?
> The PE also routed the 4" supply thru an open breezeway, outside in PA.
> Duh...he didn't complain we fixed that routing.
>
> George L.  Church, Jr., CET
> Rowe Sprinkler Systems, Inc.
> PO Box 407, Middleburg, PA 17842
> 877-324-ROWE       570-837-6335 fax
> [email protected]
>
>
>
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