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RE: Stepped Bond Beams[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: Stepped Bond Beams
- From: "Haan, Scott M POA" <Scott.M.Haan(--nospam--at)poa02.usace.army.mil>
- Date: Wed, 15 Feb 2006 07:17:07 -0900
The detail we've used for local USACE projects has been to have a bond beam made with blocks placed parallel to the slopes on top of blocks cut to the slope.
From: Sklar, Mitch [mailto:Mitch.Sklar(--nospam--at)dwkcb.com]
Sent: Wednesday, February 15, 2006 3:23 AM
Subject: Stepped Bond Beams
I would like to obtain some ideas on how to detail a gable end wall stepped bond beam. The NCMA suggest to use a cut masonry rake with the vertical wall reinforcement lapped into the beam. A coworker has suggested using horizontal bond beams every other course. Assuming the eave height is 10' and the ridge is 28', this would require a lot of bond beams. Any suggestions would be appreciated.
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