![]() ![]() Ledger strip supporting joists or rafters face nail at top and bottom staggered on opposite sides Rim joist, band joist or blocking to sill or top plate (roof applications also)īuilt-up girders and beams, 2-inch lumber layers ![]() Top plates, laps at corners and intersectionsĢ staples, 1" crown, 16 ga., 1 3/ 4" longġ" × 8" and wider sheathing to each bearingģ staples, 1" crown, 16 ga., 1 3/ 4" longĤ staples, 1" crown, 16 ga., 1 3/ 4" long Stud to stud and abutting studs at intersecting wall corners (at braced wall panels)ġ6d box (3 1/ 2" × 0.135") or 3 " × 0.131 " nailsīuilt-up header (2" to 2" header with 1/ 2" spacer)ĭouble top plate splice for SDCs A-D 2 with seismic braced wall line spacing < 25'įace 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) Roof rafters to ridge, valley or hip rafters or roof rafter to minimum 2" ridge beamġ0d box (3" × 0.128") or 3" × 0.131" nails ridge strap to rafterĤ-10d box (3" × 0.128") or 3-10d common (3" × 0.148") or 4-3" × 0.131" nailsĢ toe nails on one side and 1 toe nail on opposite side of each rafter or truss i TABLE R602.3(1) FASTENING SCHEDULE ITEMīlocking between ceiling joists or rafters to top plateĬeiling joist not attached to parallel rafter, laps over partitions Ĭeiling joist attached to parallel rafter (heel joint) Ĭollar tie to rafter, face nail or 1 1/ 4" × 20 ga. 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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