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Splice plates for 2x12

Shootinok

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Aug 16, 2016
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Oklahoma USA
Building my shop (pole barn) the truss carriers just looked like they should have something at the splices. I decided to make my own.
I had several old table saw and miter saw blades; that gave me the idea.
I bought one Simpson plate and used it for the hole pattern. Spray painted it to mark the holes and doubling it, meaning I layed it on each side of center.
I clamped 6 blades together to drill 6 at a time.

After drilling, I cleaned, primed and painted them.

Building inspector loved them.
 

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theoldwizard1

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I am surprised the inspector accepted them. Probably only because the hole pattern came off of a Simpson plate.
 

gte718p

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I like that a lot.

One question though, shouldn't the beam be on the post instead of nailed to the side of it? That way the load is transferred by compression instead of shear on the nails. Obviously is fine, but is seams odd.
 

2oolhound

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You could put a short cleat under the 2X12's on the post the width of the post and 24" - 30" down. Drive a few nails straight in to locate it right under the 2x12's then drive some of the nails downward. That way the nails at the joints don't carry all the weight.

The saw blades look great!
 
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Shootinok

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Oklahoma USA
I like that a lot.



One question though, shouldn't the beam be on the post instead of nailed to the side of it? That way the load is transferred by compression instead of shear on the nails. Obviously is fine, but is seams odd.



Yes - sort of...
it’s hard to see from the pic I attached, but the columns are notched on the outside to allow the outward beam to sit on a ledge or notch. I decided to only notch the outside to allow more meat of the column to extent to the top.
If I was building again today, I would still only notch one side, but if I had done the inside instead I wouldn’t have to add another 2x at the top for siding as it would then be in the same plane as the horizontal girt rails.

Here’s a pic of the other wall where it’s easier to see what I mean
e6b76995de87db8d5102ffb65b56f746.jpg


Sent from my iPhone using Tapatalk
 

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chrism0107

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For some reason all I can think of when I see that is the movie final destination
 

Fcvapor05

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With the inside of that double rim joist the way it is, it isn't carrying any load. You could've left it out.

Buildings aren't built that way for a reason.
 

Nor'Easter

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What is the PN on your Simpson plate? I do not believe they would produce a product with screw patterns in line with grain pattern. Such a pattern drastically increases propagation of splintering along the grain.
 
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Shootinok

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Oklahoma USA
What is the PN on your Simpson plate? I do not believe they would produce a product with screw patterns in line with grain pattern. Such a pattern drastically increases propagation of splintering along the grain.

Hmm.. you may be right about the lines. Maybe I should have oriented them turned 90deg.

I'll need to keep an eye on them and watch for splitting. They've been there for almost a year and it's not an issue yet. Hope that won't develope - ever.
I don't know the plate number but they are offset in one direction. They looked similar to this >
 

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