Did you try small orifice heads?, even if you would need a strainer? And
besides, isn't there a minimum undg size for FP?

-----Original Message-----
From: Joel Chaim [mailto:[email protected]] 
Sent: Monday, April 04, 2011 11:43 AM
To: [email protected]
Subject: RE: Design solution needed

Yes, I told them all that, and he said that besides the cost of bringing in
a larger service he will have to apply for additional permits and delay his
project. 

 

My opinion on this is, that he should bring in a larger service, I’m just
trying to see if anyone has another idea. I tried increasing the piping in
the building it did help but not much.

 

From: [email protected]
[mailto:[email protected]] On Behalf Of Brad
Casterline
Sent: Monday, April 04, 2011 12:33 PM
To: [email protected]
Subject: RE: Design solution needed

 

Is the GC aware of the additional expense of 1) the electrical requirements,
and 2) the additional maintenance expense to the owner, for a pump?
Just curious.

-----Original Message-----
From: Joel Chaim [mailto:[email protected]]
Sent: Monday, April 04, 2011 11:20 AM
To: [email protected]
Subject: Design solution needed

I’m designing a system for a small restaurant, the kitchen is a OH-I
occupancy, and the dining area is a LH occupancy, the available static
pressure is 106 psi residual 62 psi with 751 gpm. My problem is that the
incoming service is a 1¼”, and to bring in a larger service is very
expensive because of utilities and other obstruction that’s in the way, the
GC suggested that we put in a tank and booster pump, to me it sounds crazy
to install a tank and pump for a building that’s less than 4000 sq. ft. when
you have available city pressure.



Any ideas how to go about this, please advise.



Best Regards,



Joel Chaim | Nicet level II



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