On Fri, Jul 31, 2009 at 9:37 AM, Drew Morris <dmorris@bbfm.com> wrote:
See if there is some sort of ICC report on these nails and whether they have any published withdrawal values. Screws would have been better.
Andy Richardson wrote:Has anyone heard of a valid use of 8d spiral nails for attaching 5/8" OSB to metal trusses. I am working on a porch addition to a 3-year old school where this was done on the roof. I am concerned that the nails will not be adequate for uplift. This project is in a 130 mph, exp b location. The uplift forces at the corner can be ~75 lbs per nail based on a 6" pattern.
Regards,
Andy Richardson
Beaufort, SC
www.structuralinnovationsllc.com
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David Topete, SE