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Re: I Agree with Fred !

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Fortunately, there are no conventional framing conventions up here in the
mountains.  Even the smallest deck addition must be engineered.
Randy

-----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: Thursday, May 28, 1998 7:55 AM
Subject: RE: I Agree with Fred +ACE-


+AD4-And let me guess, 1/2 (or more) participating in seismic mass? Yep, this
+AD4-sounds like Conventional Framing Provisions to me.
+AD4-
+AD4-Regards,
+AD4-Bill Allen
+AD4-
+AD4------Original Message-----
+AD4-From: Randy Vogelgesang +AFs-mailto:rvogel+AEA-jps.net+AF0-
+AD4-Sent: Wednesday, May 27, 1998 5:04 PM
+AD4-To: seaoc+AEA-seaoc.org
+AD4-Subject: Re: I Agree with Fred +ACE-
+AD4-
+AD4-
+AD4-Actually Bill, I wouldn't call it REAL engineering unless you had this
+AD4-scenario with a roof live load of 150 psf or more.(tic)
+AD4-Randy Vogelgesang S.E.
+AD4-South Lake Tahoe
+AD4-
+AD4------Original Message-----
+AD4-From: Bill Allen, S.E. +ADw-bill+AEA-allendesigns.com+AD4-
+AD4-To: seaoc+AEA-seaoc.org +ADw-seaoc+AEA-seaoc.org+AD4-
+AD4-Date: Wednesday, May 27, 1998 4:04 PM
+AD4-Subject: RE: I Agree with Fred +ACE-
+AD4-
+AD4-
+AD4APg-Try some REAL engineering like a custom home in So. Cal. (apparently my
+AD4APg-colleagues in No. Cal don't do many custom homes) where no walls stack,
all
+AD4APg-the exterior is glass, the owner is personally involved and the contractor
+AD4APg-doesn't have a clue or desire about how to read plans.
+AD4APg-
+AD4APg-Regards,
+AD4APg-Bill Allen