Sean, Since this thing is already calced, and since you'd have to pipe schedule all the way to the source (street connection or tank), and since unless calculations prove otherwise all UG feeds must be at least 6" wouldn't it just be easier and less costly to calc it?
On 4/18/08, Sean Conlin <[EMAIL PROTECTED]> wrote: > Good day forum members, > > > > Are there any restrictions on providing a tail-end preaction-based pipe > schedule system connected to a hydraulically calculated system? > > > > The renovation is a 24'x24' computer room addition, re-routing the existing > wet pipe lines around the room, and providing a preaction system connected > to the existing system cross main. > > > > Any thoughts are appreciated. > > > > Sean Conlin > > Demand Sprinkler Design Inc. > > _______________________________________________ > Sprinklerforum mailing list > [email protected] > http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum > > To Unsubscribe, send an email to:[EMAIL PROTECTED] > (Put the word unsubscribe in the subject field) > -- Ron Greenman at home.... _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum To Unsubscribe, send an email to:[EMAIL PROTECTED] (Put the word unsubscribe in the subject field)
