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Page 192
A wire nail driven perpendicular to grain of the wood shall not be subjected to a greater load , tending to cause withdrawal , than the safe resistance of the nail to withdrawal , as set forth in Table No. 25 - H . Nails driven parallel ...
A wire nail driven perpendicular to grain of the wood shall not be subjected to a greater load , tending to cause withdrawal , than the safe resistance of the nail to withdrawal , as set forth in Table No. 25 - H . Nails driven parallel ...
Page 299
Space nails at 6 inches on center along intermediate framing members for 3 / 8 - inch plywood installed with face grain parallel to studs spaced 24 inches on center and 12 inches on center for other conditions and plywood thicknesses .
Space nails at 6 inches on center along intermediate framing members for 3 / 8 - inch plywood installed with face grain parallel to studs spaced 24 inches on center and 12 inches on center for other conditions and plywood thicknesses .
Page 300
MINIMUM MINIMUM NAIL NOMINAL PANEL PENETRATION THICKNESS IN FRAMING ( In . ) ( In . ) 5/16 PANELS APPLIED OVER 12 ... Space nails at 6 inches on center along intermediate framing members for 3 / 8 - inch panel installed with the long ...
MINIMUM MINIMUM NAIL NOMINAL PANEL PENETRATION THICKNESS IN FRAMING ( In . ) ( In . ) 5/16 PANELS APPLIED OVER 12 ... Space nails at 6 inches on center along intermediate framing members for 3 / 8 - inch panel installed with the long ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood