Never mind the CO, how valuable is all of this brain power??   As a
consultant, I make my living in part by advising clients based on my
(supposed) expertise; this thread here is worth a thousand bucks an hour
...

Steve Leyton
Protection Design & Consulting
San Diego, CA



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of George
Church
Sent: Wednesday, February 25, 2009 3:57 PM
To: [email protected]
Subject: RE: PE Peer Review

Good thought, Chris- 
Density increase would be better than RA increase if you think frequency
will be high; but fire loading doesn't justify it. And you can use the
MRA
reduction in OH, so what was the point?

Maybe On-Off heads should be used to minimize the water damage
potential?
There's what you need in the COR:
Double your pipe size and re-estimate material and labor for incr flow;
Add in for On-Off Institutional heads.
Sure you'd have to include a couple mil for product development, a mil
for
listing (I'm sure they'd want UL and FM); and VESDA and FHRs in SS304
cabinets to allow early detection and a chance for guards to manually
extinguish before AS operate.

Heck, you could rebuild the place for this CO. 

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Chris
Cahill
Sent: Wednesday, February 25, 2009 6:46 PM
To: [email protected]
Subject: RE: PE Peer Review

Thinking they missed a cut when cutting and pasting from the last
letter.  

And even if it's true in their opinion, changing the remote area is not
a
consideration in hazard analysis like this.  In-other-words it appears
they
are agreeing with light hazard but want 1500 sq.ft.  If they are
concerned
with higher than normal fire potential the correct comment would be to
change the hazard classification.  Yes then there are cases to further
change the RA but that's not my first move.  

And I don't think they get to make evaluations like that on a peer
review.
If they wrote the spec fine you have a problem.  Here it's strictly per
13.
I think both prisons and residential are rather well covered it the
standard.  

Ask where you were employed to practice engineering in the first place.
See
now if you said you engineered the system I bet they'd rightfully call
you
on it.  (assuming you don't have engineers)  Good or bad your job I'd
bet
has nothing to do with engineering.  

A single company does not get to set good engineering practices.  They
are
only developed through industry standards.  An engineering company might
have engineering opinions but unless they have some ASTM, NFPA, SFPE
document I've not heard of talking about the engineering practice in
this
case it ain't a good or bad practice.

I'd love them to articulate what is normal for prisons or residential in
the
first place. Unless they can quantify normal they can't judge higher. 

Here's another twist they might be thinking of.  The frequency of fire
they
may be concerned with.  They say "potential for a fire" not "fire
potential"
which could be interpreted as the frequency vs. the size.  Now I doubt
frequency is a concern in prison.  And NFPA 13 and all its good and bad
have
really nothing to do with frequency or risk of a fire starting IT
ASSUMES A
FIRE HAS STARTED.

Hey I'll peer review it for you but I think good engineering practice is
for
a full 2500 sq.ft. hahahahahaha 

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: [email protected]
 
Mail: P.O. Box 69
        Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
              Waverly, MN 55390

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Fletcher,
Ron
Sent: Wednesday, February 25, 2009 5:03 PM
To: [email protected]
Subject: PE Peer Review

I would like the take from the PE's on forum on how to deal with a plan
review comment from an unnamed engineering firm (RJA).

"Due to the higher than normal potential for a fire in the occupant
sleeping and common areas, the reduction in fire are (remote area) for
quick response sprinkler in accordance with NFPA #13 Figure 11.2.3.2.3.1
is not a good engineering practice. Please revise the hydraulic
calculation to account for at least the minimum 1500 square foot design
area as specified by NFPA #13."

The hazard is a dormitory at a minimum security prison.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ
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