Need a book? Engineering books recommendations...

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

Re: 3X Plates and Washers on Intermediate Anchors [and P-T wood v. fasteners]

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I never said it would be easy to get contractors to comply,  I was just supplying info about the cost of SS fasteners for use with treated sills.  My conclusion is.....
somewhat expensive,  but not prohibitive;  a QC problem but worth downstream  YMMV
I'm not sure of the magnitude of the problem wrt to corrosion with the new pressure treating chemicals but I have heard that it is pretty aggressive.  Again I have no first hand experience or knowledge about the how serious the corrosion problem is.
But SS steel fasteners into all treated timber seems like a much cheaper solution than another cycle of construction defect litigation. 
I agree with you about keeping the components dry but maybe these chemical can cause corrosion in what we would consider "dry" conditions.

On 3/4/06, chuck utzman <chuckuc(--nospam--at)> wrote:
Getting contractors to use different nails in the sill is not a easy as you might imagine.

I think Simpson has created a problem where it didn't exist. Sure, the corrosion rate is double but
2 x 0 = 0.  The important part is keeping the sills dry.  Wet OSB will quickly deteriorate--even with SS nails :o)

Robert Kazanjy wrote:
SS nails ~ 8¢ or 10¢  each

~$320 for 4000 nails (304SS)  
~$380 for 4000 nails (316SS)

but only the sill needs to be nailed with SS  so about ~30¢ extra per ft of shear wall

doesn't sound like too much to assure corrosion resistance


On 3/3/06, Rhkratzse(--nospam--at) < Rhkratzse(--nospam--at)> wrote:
Last I heard SS was *TEN* times the cost of mild steel hardware.

In a message dated 3/3/06 1:05:07 PM, Jnapd(--nospam--at) writes:

We are debating the use of stainless steel anchor bolts........and we know the flack we will get.
Joe Venuti
Johnson & Nielsen Associates
Palm Springs, CA