![]() Omission of the top plate is permitted over headers where the headers areĪdequately tied to adjacent wall sections in accordance with Table R602.3.2. The rafters or joists shall be centered over the studs with a tolerance ofģ. In-line splices in straight wall lines in accordance with Table R602.3.2.Ģ. The single top plate shall be tied at corners, intersecting walls, and at Nominal thickness and have a width not less than the width of the studs.Įxception: A single top plate used as an alternative to a double topġ. Plates shall be not less than 2-inches (51 mm) ![]() Top plates shall be offset not less than 24 inches (610 mm). Overlapping at corners and intersections with bearing partitions. Wood stud walls shall be capped with a double top plate installed to provide What do the plates look like for the corners and T-intersections? Is that ok? Exception #2 makes this a little fuzzyģ) For the long stretches I've seen the rectangular splice plates referenced in the table. I was planning on doing a single top plate and was looking at the code, but have some questions:ġ) If I have a single top plate, does it matter where the seam is? Is there any restrictions or preferences?Ģ) My joists are 24" oc, but I was planning on doing 16" oc walls. For many walls, I was thinking of putting up two 8' or 10' walls with the stud straddling both walls. I'm trying to build walls for my basement, and not surprisingly, many walls are longer than 8/10/12/16ft.
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