face nail at top and bottom staggered on opposite sidesĪnd: 2-20d common (4" x 0.192'') or 3-10d box (3" x 0.128'') or 3-3" x 0.131" nails staples, 7/ 16" crownīuilt-up girders and beams, 2-inch lumber layers Stud to stud and abutting studs at intersecting wall comers (at braced wall panels)ġ6d box (3 1/ 2" x 0.135") or 3" x 0.131" nailsīuilt-up header (2" to 2" header with 1/ 2" spacer)ĥ-8d box (2 1/ 2" x 0.113") or 4-8d common (2 1/ 2" x 0.131") or 4-10d box (3" x 0.128")ĭouble top plate splice for SDCs A-D 2 with seismic braced wall line spacing < 25'Ĩ-16d common (3 1/ 2" x 0.162'') or 12-16d box (3 1/ 2" x 0.135") or 12-10d box (3" x 0.128") or 12-3" x 0.131" nailsįace nail on each side of end joint (minimum 24" lap splice length each side of end joint)ĭouble top plate splice SDCs D 0, D 1, or D 2 and braced wall line spacing ≥ 25'īottom plate to joist, rim joist, band joist or blocking (not at braced wall panels)īottom plate to joist, rim joist, band joist or blocking (at braced wall panel)ģ-16d box (3 1/ 2" x 0.135") or 2-16d common (3 1/ 2" x 0.162") or 4-3" x 0.131" nailsģ each 16" o.c. FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. Exception: Jack studs, trimmer studs and cripple studs at openings in walls that comply with Tables R602.7(1) and R602.7(2).
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