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RE: Town Home Lateral Loads[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint-seaosc(--nospam--at)mail-list.com
- Subject: RE: Town Home Lateral Loads
- From: "T.William \(Bill\) Allen, S.E." <Bill(--nospam--at)AllenDesigns.com>
- Date: Thu, 4 Jul 2013 19:33:02 -0700
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I guess that's the second point of the debate. I would consider all units as a single building and drag the forces through so that there is deflection compatibility. I'm not sure if that's what you are talking about Chuck, but it did remind me of the other method of analysis which is popular and that is to consider each unit "stand alone" but then connect them together which I disagree with. T. William (Bill) Allen, S.E. (CA #2607) University of Southern California, M.S.C.E., 1983 University of Texas at El Paso, B.S.C.E., 1977 ALLEN DESIGNS Consulting Structural Engineers 32302 Camino Capistrano, #206 San Juan Capistrano, CA 92675 V (949) 248-8588•F (949) 209-2509 -----Original Message----- From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On Behalf Of Chuck Utzman Sent: Thursday, July 04, 2013 1:26 PM To: seaint-seaosc(--nospam--at)mail-list.com Subject: Re: [SEAINT-SEAOSC] Town Home Lateral Loads I beg to differ. Back when I did condo forensic work, I saw a lot of this construction. It wasn't a "code interpretation" & I would be amazed if you could talk the CBO into something else. With continuity in the roof & exterior sheathing, a little care in the LFRS design to establish stiffness compatibilty, & the units will move in phase. Treat it like a single building. You are worrying about something that probably would never happen during an event that is unlikely to happen in your lifetime. Chuck Utzman, P.E. On 7/4/2013 8:38 AM, T.William (Bill) Allen, S.E. wrote: > Jeff - I realize that fires kill more people than earthquakes, but > this is not a rational code interpretation by the building official. I > suggest that a.) you do not separate the buildings and b.) suggest > that the sheathing penetrating the area separation be fire treated. > Otherwise, show him/her the section of the code regarding seismic > separation which will probably require something like 6" between units > (or more) which would kill the project. Most of the other building > officials have interpreted it this way (allowing sheathing to run > through). Unfortunately, it appears that the jurisdiction you are > dealing with is not yet enlightened. Have fun with your project! Truncated 473 characters in the previous message to save energy. ------------------------------------------------------------------------- Post your message to the list by sending it to: SEAINT-SEAOSC(--nospam--at)mail-list.com. The email messages sent to the list will be saved in an archive on the World Wide Web. These archives are located at: http://archive.mail-list.com/SEAINT-SEAOSC To contact the list owner, send your message to: SEAINT-SEAOSC-list-owner(--nospam--at)mail-list.com. Sponsored By: Pacific Structural & Forensic Engineers Group, Inc. (PSFEG) To unsubscribe, switch to/from digest, get on/off vacation, or change your email address, click here. <http://cgi.mail-list.com/u?ln=seaint-seaosc&nm=seaintma%40euken.net>
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