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Re: Wood Construction Holdowns at Corners

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We've found it's only reasonable if the force is less than 3,000  # or so for Hem-Fir construction using 16d nails.  You just need to make sure you have a load path from the sheathing from the alt. wall to the studs that have a hold-down.  Otherwise, sometimes it's cheaper just to add the add'l hold-down.   It's also easier to verify the construction was performed correctly if you have the two hd's rather than the one.


At 07:29 AM 5/28/2003, you wrote:
We have typically always used separate holdowns for shear walls in each direction at corners. Is there a way to arrange studs at a corner to use only one holdown?

Jim K.