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RE: Lumber Species in Phoenix

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Or, to say the client a day’s worth of your travel to field verify, assume a very low value of Fb, say 1,000 psi, and MoE,  maybe 1.5e6 psi.  Then, go forward with a very conservative design.  You could even isolate the equipment framing by calling for LVL or PSL engineered lumber, and forgetting that the existing framing is providing support.  Just some thoughts…

 

David A. Topete, SE

 


From: sscholl2(--nospam--at)juno.com [mailto:sscholl2(--nospam--at)juno.com]
Sent: Monday, April 02, 2007 11:45 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: Lumber Species in Phoenix

 

I suggest that you verify blocking,sizes of members, notches, dimensions of supports, allowable deflection, etc. by a visit to the site or else qualify your comments accordingly.

Stan Scholl, P.E.

Laguna Beach, CA