Need a book? Engineering books recommendations...

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

Re: Wood Shear Wall Nailing

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Michel Blangy wrote:
I am curious as to whether your wood shear wall schedules are based on 8d,
10d or both nails. I have avoided calling out 10ds out of fear that 8ds
would be mistakenly installed. I am being irrational?

No, although I prefer to use 8d on the walls and 10d on the roof sheathing. What concerns me most is that whether they are using common nails or galvanized box nails, the only two types listed in IBC Table 2306.4.4 for shear walls. Who knows what they use in nail guns.

We had a project several years ago where a church addition was being framed by volunteers who were overseen by a supposedly experienced foreman. We called out 8d common at various spacings and I saw a wide variety of nails (roofing, 8d, 6d sinkers, etc.) being used. They were however nailed at the exact spacing called out on the plans. Once this was straightened out, they used the correct nails at the correct spacing.

******* ****** ******* ******** ******* ******* ******* ***
*   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: ******* ****** ****** ****** ******* ****** ****** ********