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RE: IBC 2006

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Thanks,

 

That’s what I thought just confirming since the Code was not clear one way or another.

 

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. 1285)

908-309-8657 (Cell)

732-298-9441 (Fax)

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

 


From: Gordon Goodell [mailto:GordonGoodell(--nospam--at)harmonydesigninc.com]
Sent: Monday, January 19, 2009 12:24 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: IBC 2006

 

1 side.

 

regards,

Gordon Goodell

 

From: Stuart, Matthew [mailto:mStuart(--nospam--at)cmxengineering.com]
Sent: Monday, January 19, 2009 10:16 AM
To: seaint(--nospam--at)seaint.org
Subject: IBC 2006

 

Anybody able to confirm if Table 2306.4.5 is based on gyp board on both sides or one side of shear stud wall

 

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