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RE: T&G roof diaphragms

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Check out Lock-Deck Laminated Decking (ICBO #1379).

................................................
Chris M. Palmateer, P.E.
VLMK Consulting Engineers
3933 SW Kelly Avenue
Portland, OR  97201
503.222.4453 / Fax 503.248.9263
chrisp(--nospam--at)vlmk.com
................................................


-----Original Message-----
From:	George Richards P.E. [SMTP:george(--nospam--at)borm.com]
Sent:	Monday, October 08, 2001 4:36 PM
To:	'seaint(--nospam--at)seaint.org'
Subject:	RE: T&G roof diaphragms

I have never heard that it is not but the loads will be very low, about 50
plf.  Unless it is a bath room for a park, put PW over the T & G.

George Richards, P. E.

-----Original Message-----
From: Gina Gobo [mailto:GoboGT(--nospam--at)c-b.com]
Sent: Monday, October 08, 2001 4:07 PM
To: seaint(--nospam--at)seaint.org
Subject: T&G roof diaphragms


Does anyone have any information as to whether T&G wood diaphragms are
accepted in the state of California? Our client has requested 2x6 T&G
spanning 4ft. Our project is located in the state of California, seismic
zone 4.

Any information anyone has is greatly appreciated.



Gina T. Gobo, EIT
Carter & Burgess, Inc
Facilities - Structural Engineering
Seattle, WA
Ph. 425-822-7096
Fax 425-822-7246
gobogt(--nospam--at)c-b.com

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