超级版主
注册日期: 04-03
帖子: 18592
精华: 36
现金: 249466 标准币
资产: 1080358888 标准币
|
reated sill anchor
treated sill anchor
every other year (or so) i revisit this issue to see if there is a better way.
ever since the preservative treated wood corrosion awareness several years ago, i have specified the rawl stainless steel spike 3/8 x 4", to fasten the sill plate to concrete. during the past couple years, this item has been discontinued and no longer available. i now specify the rawl ss power-stud to obtain the desired concrete embedment to prevent uplift. i dislike this product for this application, in comparison to the latter, simpler, installation of the spike. hilti and wej-it/ankr-tite do not make a spike.
i am aware that the 2003 irc allows >=1/2" (non-stainless) carbon-steel steel bolts to be used with pressure treated lumber, (due to assumed adequate size, that will not corrode through) but, this is not acceptable at the wisconsin commercial approval level.
is there a better sill anchor?
is there a better system?
thank you ...
check out our whitepaper library.
__________________
借用达朗贝尔的名言:前进吧,你会得到信心!
[url="http://www.dimcax.com"]几何尺寸与公差标准[/url]
|