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RE: 2013 Codes

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That is correct.

-----Original Message-----
From: seaint-seaosc(--nospam--at) [mailto:seaint-seaosc(--nospam--at)] On 
Behalf Of Joel Adair Sent: Wednesday, November 06, 2013 3:21 PM
To: seaint-seaosc(--nospam--at)
Subject: RE: [SEAINT-SEAOSC] 2013 Codes

I do next to zero wood design, so I can't speak to that, but in the ASD 
load combinations, there's a 0.6 factor on wind loads, to "unfactor" them. 
The code is now treating wind in the same way it treats seismic -- 
generating the loads at the factored level, rather than the service level.

-- Joel

the structural alliance
Joel Adair, PE, LEED AP
T  469.330.5200 x-204

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