Todd, Tom,

I have seen many a fire pump replaced as an AHJ.  Fire Pump replacements are
considered repairs, albeit not ordinary repairs and as such require a permit
and reacceptance test.  The theory here is simple, what if the existing pump
had not failed, continuing to operate and pass annual testing ?. Unless
theres something retroactive in your code or the existing installation did
not comply with the codes and standards at the time, the work is
traditionally classified as a repair and not an upgrade.

What we don't want is to drive this work underground. Building owners
fearful of being to forced to upgrade an otherwise repair will do so without
the permits, licensed contractors and without a reacceptance test.  The
situation actually gets worse.

The opinion of one AHJ.

John Drucker
Fire Protection Subcode Official
New Jersey

Safe Buildings Save Lives


-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Todd Williams
- work
Sent: Thursday, May 31, 2007 7:24 AM
To: [email protected]
Subject: Re: Pump Replacement

Tom,

I'm dealing with a replacement for a cooked fire pump down in CT. The 
local AHJ is OK with keeping the 65 psi (thinking of this as a 
replacement and not an upgrade), but the state FM has said it may be 
considered an upgrade and we would have to meet the 100 psi. There is 
presently a request for modification to allow the 65. We'll see what 
happens. To make matters more of a mess, the town increased the 
pressure in the street by 25 psi and before the pump fried, it was 
churning at 210 psi.

Todd


At 07:01 AM 5/31/2007, you wrote:
>I have an older residential high-rise that needs a new fire pump.
>It was built roughly 40 years ago and retrofitted with sprinklers 5 years
>ago under and ordinance change.
>The fire pump I believe to be original.
>Standpipes in the end Stairwells are 4" class 3 to the top (8th) floor and
>even has a third standpipe in the elevator core with an FDV and cabinet.
>It has a 500 gpm end suction pump that received a new controller-transfer
>switch when the sprinklers were installed.
>It's obviously a 65 psi design but the pump won't make it and hydraulically
>appears to be undersized back to day one.
>
>I want to replace it with another pump under the same residual requirement
>as the original design but I can't seem to find any documentation to tell
me
>if I'm following the language of the standard or code.  I know its probably
>a code question (we're boca '93 with some amendments) and there's verbiage
>in our building code about making modifications and alterations but this is
>about maintaining a design versus adopting current (100 psi) requirements.
>
>I have issues with attempting to redesign it to current standpipe
>requirements like the size of the supplies and standpipes, they'll need
more
>HP than if they were 6". The building is only about 100' end to end and the
>center one isn't required (not sure if it ever was). Plus, I'm getting
close
>to 175, maybe a little over if my rough numbers are right.  That opens up
>another potential can of worms.
>
>I haven't approached the FD or ISD but I think they'll probably want full
>current conformance and I'd probably say the same in their position.
>
>Has anyone done this lately?
>
>Tom Duross
>Go Red Sox
>
>
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
860-535-2080
www.fpdc.com 

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