Laserfiche WebLink
WALL CONSTRUCTION <br /> TABLE R602.3(1) <br /> FASTENING SCHEDULE ' <br /> ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION <br /> OF FASTENER <br /> Roof <br /> 4-8d box(21/2"x 0.113")or <br /> 1 Blocking between ceiling joists or rafters to top plate 3-8d common(21/2"x 0;131'�;or Toe nail <br /> 3-10d box(3 x 0.128');or <br /> 3-3"x 0.131"nails <br /> 4-8d box(21/2"x 0.1131);or <br /> 2 Ceiling joists to top plate 3-8d common(21/2"x 0.131');or Per joist,toe nail <br /> 3-10d box(3"x 0.128");or <br /> 3-3"x 0.131"nails <br /> 4-10d box(3"x 0.128');or <br /> 3 Ceiling joist not attached to parallel rafter,laps over 3-16d common(31/2"x 0.162");or Face nail <br /> partitions(see Section R802.5.2 and Table R802.5.2) <br /> 4-3"x 0.131"nails <br /> Ceiling joist attached to parallel rafter(heel joint) <br /> ' 4 Table R802.5.2 Face nail <br /> (see Section R802.5.2 and Table R802.5.2) <br /> Collar tie to rafter,face nail or 11/4"x 20 ga.ridge strap to 4-10d box(3"x(.128'�;or <br /> 5 rafter 3-1 Od common 3 x 0.148);or Face nail each rafter <br /> 4-3"x 0.131"nails <br /> 3-16d box nails(31/2"x 0.135');or 2 toe nails on one side and 1 toe nail <br /> 6 Rafter or roof truss toplate 3-10d common nails(3"x 0.148");or <br /> 4-10d box(3"x 0.1281);or hu opposite side of each rafter or <br /> ssi <br /> 4-3"x 0.131"nails <br /> 4-16d(31/2"x 0.135');or <br /> 3-10d common(3"x 0.1481);or <br /> 4-10d box(3"x 0.128");or Toe nail <br /> Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails <br /> to minimum 2"ridge beam 3-16d box 31/2"x 0.135');or <br /> 2-16d common(31/2"x 0.162');or <br /> 3-10d box(3"x 0.128");or End nail <br /> 3-3"x 0.131"nails <br /> Wall <br /> 16d common(31/2"x 0.162') 24"o.c.face nail <br /> 8 Stud to stud(not at braced wall panels) <br /> 1Od box(3"x 0.128 );or <br /> 3"x 0.131"nails 16"o.c.face nail <br /> Stud to stud and abuttingstuds at intersectingwall corners 16d box(31/2"x 0.135');or 12"o.c.face nail <br /> g 3 x 0.131 nails <br /> (at braced wall panels) <br /> 16d common(31/2"x 0.162') 16"o.c.face nail <br /> 10 Built-up header(2"to 2"header with 1/2"spacer) 16d common(31/2"x 0.162") 16"o.c.each edge face nail <br /> 16d box(31/2"x 0.135') 12"o.c.each edge face nail <br /> 5-8d box(21/2"x 0.113');or <br /> 0 Continuous header to stud 4-8d common(21/2"x 0.131");or _ Toe nail <br /> 4-lOd box 13"XU.r2S") <br /> 16d common(31/2"x 0.162') 16"o.c.face nail <br /> 12 Top plate to top plate 10d box(3"x 0.128");or 12" <br /> 3"x 0.131"nails o.c.face nail <br /> 8-16d common(31/2"x 0.162');or Face nail on each side of end joint <br /> 13 Double top plate splice 12-16d box(31/2"x 0.135 1;or (minimum 24"lap splice length each <br /> 12-10d box(3"x 0.128");or <br /> 12-3"x 0.131"nails side of end joint) <br /> (continued) <br /> 174 2018 INTERNATIONAL RESIDENTIAL CODE® <br />