To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
Subject: RE: Roof Deck
From: "Armijo, John J (PWCSD 184)" <ArmijoJJ(--nospam--at)PWCSD.NAVY.MIL>
Date: Wed, 21 Mar 2001 07:02:41 -0800
Have you contacted the Steel Deck Institute at:
or The Center for Cold Formed Steel Structures at:
From: Mitchell J. Sklar, MBA, P.E. [mailto:mitchsklar(--nospam--at)alumni.psu.edu]
Sent: Tuesday, March 20, 2001 4:54 PM
Subject: Roof Deck
I would like to know the differences, advantages, and disadvantages of 1
1/2" Wide rib (Type B) versus 3" Type N roof decking. I am not so worried
about the FM requirements but rather the following:
Regional differences between the West Coast versus East Coast?
Labor and Erection Issues? Kick out issues? Joists at 10'-11' on center?
Mitchell J. Sklar, PE