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Page 199
All boundary members shall be proportioned and spliced where necessary to transmit direct stresses . Framing members shall be at least 2 - inch nominal in the dimension to which the plywood is attached . In general , panel edges shall ...
All boundary members shall be proportioned and spliced where necessary to transmit direct stresses . Framing members shall be at least 2 - inch nominal in the dimension to which the plywood is attached . In general , panel edges shall ...
Page 300
MINIMUM MINIMUM NAIL NOMINAL PANEL PENETRATION THICKNESS IN FRAMING ( In . ) ( In . ) 5/16 PANELS APPLIED OVER 12 " GYPSUM SHEATHING Nail Size Nail Spacing at Panel Edges ( In . ) ( Common or galvanized box ) 180 270 350 450 PANEL GRADE ...
MINIMUM MINIMUM NAIL NOMINAL PANEL PENETRATION THICKNESS IN FRAMING ( In . ) ( In . ) 5/16 PANELS APPLIED OVER 12 " GYPSUM SHEATHING Nail Size Nail Spacing at Panel Edges ( In . ) ( Common or galvanized box ) 180 270 350 450 PANEL GRADE ...
Page 398
Where a drop panel is used to reduce amount of negative moment reinforcement over the column of a flat slab , size of drop panel shall be in accordance with the following : A. Drop panel shall extend in each direction from center line ...
Where a drop panel is used to reduce amount of negative moment reinforcement over the column of a flat slab , size of drop panel shall be in accordance with the following : A. Drop panel shall extend in each direction from center line ...
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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