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RE: I Agree with Fred !

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And let me guess, 1/2 (or more) participating in seismic mass? Yep, this
sounds like Conventional Framing Provisions to me.

Regards,
Bill Allen

-----Original Message-----
From: Randy Vogelgesang +AFs-mailto:rvogel+AEA-jps.net+AF0-
Sent: Wednesday, May 27, 1998 5:04 PM
To: seaoc+AEA-seaoc.org
Subject: Re: I Agree with Fred +ACE-


Actually Bill, I wouldn't call it REAL engineering unless you had this
scenario with a roof live load of 150 psf or more.(tic)
Randy Vogelgesang S.E.
South Lake Tahoe

-----Original Message-----
From: Bill Allen, S.E. +ADw-bill+AEA-allendesigns.com+AD4-
To: seaoc+AEA-seaoc.org +ADw-seaoc+AEA-seaoc.org+AD4-
Date: Wednesday, May 27, 1998 4:04 PM
Subject: RE: I Agree with Fred +ACE-


+AD4-Try some REAL engineering like a custom home in So. Cal. (apparently my
+AD4-colleagues in No. Cal don't do many custom homes) where no walls stack, all
+AD4-the exterior is glass, the owner is personally involved and the contractor
+AD4-doesn't have a clue or desire about how to read plans.
+AD4-
+AD4-Regards,
+AD4-Bill Allen
+AD4-




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