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RE: Structural stability of fire walls

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I use Nylatron bolts as a structural fuse connection.

 

D. Matthew Stuart, P.E., S.E., F.ASCE, SECB

Senior Project Manager

Structural Department

Associate

Engineers and Consultants - CMX

200 Route 9

Manalapan, NJ 07726

732-577-9000 (Ext. 308)

908-309-8657 (Cell)

732-298-9441 (Fax)

mstuart(--nospam--at)CMXEngineering.com

 

From: Dave Adams [mailto:davea(--nospam--at)laneengineers.com]
Sent: Tuesday, February 16, 2010 12:27 PM
To: 'seaint(--nospam--at)seaint.org'
Subject: Structural stability of fire walls

 

Hello all,

 

Someone has probably brought this up before, but perhaps not.  How are you all handling the sections of the code which require fire walls to remain standing if the building portion on either side collapses from a fire (Section 705.2, for example)?  I have seen a detail that shows an essentially complete gravity load resisting wall system on each side, thus creating a three-walled fire wall system.  This seems like overkill.

 

Thanks,

 

Dave K. Adams, S.E.

Lane Engineers, Inc.

Tulare, CA

www.training4engineers.com