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- From: "Alden Manipula, E.I.T." <amanipula(--nospam--at)novagroupinc.net>
- Date: Fri, 22 Nov 2002 13:58:53 -0600
What is above the 2nd floor? Is this usuable attic space? What if he added plywood sheathing to the top of the ceiling joists w/ screws and glue? Then you could just insulate the whole area if you don't plan on using it for anything else. Just a thought, no experience behind it. ----- Original Message ----- From: "ebosco(--nospam--at)vogeltayor.com" <ebosco(--nospam--at)vogeltaylor.com> To: <seaint(--nospam--at)seaint.org> Sent: Friday, November 22, 2002 11:48 AM > I am renovating my two story 1912 dutch colonial which is balloon framed. > The ceiling joists on the second floor are 2x4 members (full 2x4 dimension) > which in some locations span as much as 15'. The mid-span deflection of > these members is 1/2" in some locations and the small depth of the members > gives me little room for adding insulation to the second floor ceiling. > > In reviewing the alternatives for improving the situation it seems like a > very stong beam is produced by stacking a second 2x4 or 2x6 on top of the > existing joists. I would connect the two by lag bolting vertically through > the top member into the bottom one. A benefit of this plan is that I could > use the bolts to raise the sagging members slowly over a period of months to > reduce cracking of the plaster. > > Has anyone ever seen this approach applied? Any recommendations for lag bolt > frequency? Would it be necessary to add a vertical plywood plate (or plates) > to the edge of the beam to help the two act as one? > > This is a time when I wish my engineering experience covered more that > Mechanical, Electrical and Plumbing. > > Thanks > > Ed Bosco, PE > > > ******* ****** ******* ******** ******* ******* ******* *** > * 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 > ******* ****** ****** ****** ******* ****** ****** ******** > > > ******* ****** ******* ******** ******* ******* ******* *** * 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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