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@CMXEngineering.com
From: Gordon Goodell [mailto:GordonGoodell@harmonydesigninc.com]
Sent: Monday, January 19, 2009 12:24 PM
To: seaint@seaint.org
Subject: RE: IBC 2006
1 side.
regards,
Gordon Goodell
From: Stuart, Matthew [mailto:mStuart@cmxengineering.com]
Sent: Monday, January 19, 2009 10:16 AM
To: seaint@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