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50' high firewall design / detailing
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- Subject: 50' high firewall design / detailing
- From: "Bruce Holcomb" <bholcomb(--nospam--at)brpae.com>
- Date: Thu, 24 Jul 2003 08:49:21 -0500
We need to design a 50' tall, concrete, 4 hour firewall with buildings on both sides. All is new construction. How do we detail connections at the top of the wall to provide lateral stability for the wall and allow the building on either side to fall away (during a fire) but the wall and the building on the other side remain? We do not really want to provide 2 separate walls and cantilevering a 50' wall from the foundation does seem reasonable. Any guidance would be greatly appreciated. Bruce D. Holcomb, PE Butler, Rosenbury & Partners 300 S. Jefferson, Suite 505 Springfield, MO 65806-2217 ph (417) 865-6100 fax (417) 865-6102 ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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