Double top plate splice SDCs D0, D1, or D2 and braced wall line spacing 25. ![]() Thus the trusses have the potential to land on the top plates as point loads (2000 lb approx) at midspan between studs. Apparently, when they pre-fabbed the walls (2' o.c studs), they were built such that the studs did not line up with the trusses above (also 2' o.c.). Double top plate splice: 8-16d common (3 1 / 2 × 0.162) or 12-16d box (3 1 / 2 × 0.135) or 12-10d box (3 × 0.128) or 12-3 × 0.131 nails: Face nail on each side of end joint (minimum 24 lap splice length each side of end joint) 14: Bottom plate to joist, rim joist, band joist or blocking (not at braced wall. ![]() ![]() \(49\))/DS(text-decoration: font-size:12.00pt font-family:'Times New Roman')>endobj23 0 objendobj99 0 objendobj100 0 objendobj101 0 obj>/Font>/Length 185>stream lap splice length each side of end joint). Last Friday, I got a call from a wood truss supplier.
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