chris kennedy
ADMIN
If you drive enough nails your bound to hit something, right?

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Now that you have mentioned that, I am confused about these two different requirements. Can anyone clue me in?jar546 said:Now that is funny!There is more than one problem with that setup. Can we talk splice overlap?
Not sure what code cycle you are looking at. The 2009 has 24" on both sections. Is there errata that you did not place in your book?ICE said:Now that you have mentioned that, I am confused about these two different requirements. Can anyone clue me in?TABLE R602.3(1)
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
13. Double top plates, minimum 48-inch offset of end joints, face nail in lapped area
8-16d (31/2 0.135) —
R602.3.2 Top plate.Wood studwalls shall be capped with a
double top plate installed to provide overlapping at corners
and intersections with bearing partitions. End joints in top
plates shall be offset at least 24 inches (610 mm). Joints in
plates need not occur over studs. Plates shall be not less than
2-inches (51 mm) nominal thickness and have a width at
least equal to the width of the studs.
I am using a CD of the 2009. I will check the book at work later. thanksjar546 said:Not sure what code cycle you are looking at. The 2009 has 24" on both sections. Is there errata that you did not place in your book?
I have 24 in both cd and paperICE said:I am using a CD of the 2009. I will check the book at work later. thanks
That is the most optimistic thing I will hear all day...Thanx!Forest said:Could be non bearing interior wall, no double top required.