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GENERAL CONSTRUCTION PROVISIONS
CONVENTIONAL LIGHTFRAME CONSTRUCTION PROVISIONS
2 other sections not shown
14 gage staples 16 inches 8d common accordance with Table approved bearing partition bearing wall box nails braced wall lines braced wall panels building ceiling joists code requires concrete or masonry connections conventional construction provisions conventional light-frame construction cripple wall dead load diameter diaphragms Douglas Fir-Larch exceed exterior walls face nail feet FIGURE floor joists floor or roof Framing Details framing members girder grade mark header height held in line Hem-Fir horizontal ICC MEMBER inches on center International Building Code irregular joists and rafters lateral support length less limited live load located lumber minimum naturally durable nominal Notching Oriented strand board panel edges particleboard permitted perpendicular plywood pound per square purlin roof sheathing Section Seismic Design Categories shear walls sill plate span rating span tables Spruce-Pine-Fir structural wood panels stud walls subflooring thickness tie-down device toenails top plate trusses veneer vertical wall sheathing wood structural panels