Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: wood framing - commercial structures

[Subject Prev][Subject Next][Thread Prev][Thread Next]
That's when you crank the compressor up to 120-130psi and bump the depth setting on the gun. Most of the better framing nailers will sink a 16d gun nail into engineered lumber if you max out the pressure (or a bit more). It's a little harder to bump-fire and still set the head, especially for pasty geeks like me, but many framers prefer to disable bump-fire anyway due to safety concerns. Yes, those safety conscious guys are the same ones running the compressors to 130+ psi ;-)

At 11:24 AM 10/22/2004 -0700, you wrote:
If you are doubling up your lumber, then why not consider using Timberstrand
or Parallam studs. I think you would save money in both materials and
finish. As manufactured lumber, you save labor costs in finish as you won't
have to shim the studs to get a smooth, vertical finish on the gypsum
The down side is that nailing into Timberstrand or Parallam studs can be
difficult as I've been told. I did a small church where the sanctuary was
done with 18' studs and the contractor loved the materials because there was
little waste and it was easy to finish. However, he did complain about nail
penetrations being very difficult especially if hand nailed.

Dennis S. Wish, PE

California Professional Engineer

Structural Engineering Consultant


Jordan Truesdell, PE

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
* * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to:
* Questions to seaint-ad(--nospam--at) 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: ******* ****** ****** ****** ******* ****** ****** ********