Since everyone isn't on the 2010, you may want to keep a 2007 version for
those folks.

Thom McMahon, SET
Firetech, Inc.
2560 Copper Ridge Dr
P.O. Box 882136
Steamboat Springs, CO 80488
Tel:  970-879-7952
Fax: 970-879-7926


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Todd Williams
Sent: Wednesday, January 27, 2010 2:20 PM
To: [email protected]
Subject: Re: How the Heck Did You Come Up With 0.58 over 2000?

I'm peddling as fast as I can........


At 04:08 PM 1/27/2010, you wrote:
>Bruce,
>
>Maybe you could give us all a list as to what is essential to you as a 
>plane reviewer. Todd, Can't you do it faster than "over the weekend?"
>}:-)
>
>On Wed, Jan 27, 2010 at 10:14 AM,  <[email protected]> wrote:
> >
> > Bill,
> >
> > If a second person is going to review the plans design criteria
> documentation is crucial. Most projects have a time element. 
> Without this portion of a submittal plan review doesn't start. Why 
> look at pipe hangers or bracing if the design criteria hasn't been
affirmed?
> >
> > Plan reviewers review plans - they don't reverse engineer.
> >
> > I would also guess that occasionally the designer finds some
> error during the process of writing down the criteria, and self-corrects.
> >
> > Structural engineers don't just show how big a beam they are
> going to use, and what kind of connections. They show the calculations 
> used to show that in accordance with generally accepted stardards, the 
> beam and connections are adequate.
> >
> >
> >
> > Yours,
> >
> > Bruce Verhei
> >
> > ----- Original Message -----
> > From: "Bill Brooks" <[email protected]>
> > To: [email protected]
> > Sent: Wednesday, January 27, 2010 5:12:57 AM GMT -08:00 US/Canada 
> > Pacific
> > Subject: How the Heck Did You Come Up With 0.58 over 2000?
> >
> > Wouldn't it be nice if sprinkler shop drawings for storage
> occupancies included a table or other method to show the derivation of 
> the design density/area of coverage/head selection etc. As a 
> suggestion, a table with the following data:
> >
> > Storage arrangement - Racks (single row, etc), shelf, bin box,
> solid pile, etc
> > Rack height -
> > Storage height -
> > Shelf type -
> > Aisle width -
> > Commodity class -
> > In-rack sprinklers -
> > NFPA 13 table -
> > NFPA 13 curve -
> > Correction for height -
> >
> > In other words, show the steps used by the designer to get to the
> selected design parameters.
> >
> > Bill Brooks
> >
> > William N. Brooks, P.E.
> > Brooks Fire Protection Engineering Inc.
> > 372 Wilett Drive
> > Severna Park, MD 21146-1904
> > 410-544-3620
> > 410-544-3032 FAX
> > 412-400-6528 Cell
> >
> >
> > _______________________________________________
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> >
> > For Technical Assistance, send an email to: 
> > [email protected]
> >
> > To Unsubscribe, send an email 
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> >
> > For Technical Assistance, send an email to: 
> > [email protected]
> >
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> >
>
>
>
>--
>Ron Greenman
>Instructor
>Fire Protection Engineering
>Bates Technical College
>Tacoma, WA
>
>Member:
>SFPE, ASCET, NFPA, AFSA, NFSA AFAA, WSAFM 
>_______________________________________________
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>
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080
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