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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