Pretty sure that one was entirely dictated by cost.  We've done the opposite on 
occasion when it made sense.  See it a lot in cold storage due to pitch 
requirements when the structural runs up the slope, typically those can be done 
with expanding fasteners though so it's not that big of a deal.  You might hit 
him with some NFPA figures as most follow that "standard.  From 2019 edition of 
13: A.10.2.6.1.4.4, A14.2.8.2.3, A.17.4.3.4

Mike Morey
CFPS 3229 * NICET S.E.T. 123677
Project Manager * Fire Protection Group
Shambaugh & Son, LP an EMCOR Company
7614 Opportunity Drive * Fort Wayne, IN * 46825
direct 260.487.7824 /  cell 260.417.0625 /  fax 260.487.7991
email mmo...@shambaugh.com



-----Original Message-----
From: Sprinklerforum <sprinklerforum-boun...@lists.firesprinkler.org> On Behalf 
Of Brian Harris via Sprinklerforum
Sent: Monday, November 8, 2021 10:22 AM
To: sprinklerforum@lists.firesprinkler.org
Cc: Brian Harris <bhar...@bvssystemsinc.com>
Subject: Best Common Practices

 
BE ADVISED - This email originated outside EMCOR. 
 

I know it's common practice to run Mains parallel with the structure and 
Branchlines perpendicular to it but is that written anywhere? I actually have 
an architect that would like to see it in writing...

Brian Harris, CET
BVS Systems Inc.
Design Manager
https://urldefense.com/v3/__http://bvssystemsinc.com__;!!FaxH778!O3W2qjDcTiChMdxtu4ebp9RR_SeFZ2dWgBoOKi4p26xDCJEjLDjMJXKt6WClAH7a$
 
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 >
Phone: 704.896.9989
Fax: 704.896.1935

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