From: "Mark E. Deardorff" <MarkD(--nospam--at)DandDEng.com>
Date: Fri, 11 Feb 2000 14:31:10 -0800
In a bearing wall system, per 1629.6.2, bearing walls provide support for ALL or MOST of the gravity loads. It does not say SOME of the gravity loads. Thus, a large tiltup building with just the perimeter of the roof supported by bearing walls could be considered as a BFS with an R of 5.5.
I personally don't do this because I don't have time to argue with plan checkers!
Mark E. Deardorff, SE
Deardorff & Deardorff, Inc.
Ramona, CA 92065
> -----Original Message-----
> From: Sprague, Harold O. [mailto:SpragueHO(--nospam--at)bv.com]
> Sent: Friday, February 11, 2000 11:56 AM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: R=4.5 or 5.5
> "Supported by concrete perimeter walls" = bearing walls
> Therefor R=4.5
> Harold Sprague
> > -----Original Message-----
> > From: James Lin [SMTP:se3949(--nospam--at)yahoo.com]
> > Sent: Friday, February 11, 2000 1:21 PM
> > To: seaint(--nospam--at)seaint.org
> > Subject: R=4.5 or 5.5
> > A concrete building, concrete roof, concrete beams
> > (both directions), interior concrete columns, concrete
> > perimeter shear walls but with NO concrete, (meaning
> > concrete beams at the last bays were supported by
> > concrete perimeter walls directly).
> > Per UBC97, R=4.5 or 5.5?
> > Thanks in advance,