Uniform Building Code |
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Page 210
... panel edge , shall be spaced not more than 6 inches on center along panel edge bearings , and shall be firmly driven into the framing members . No unblocked panels less than 12 inches wide shall be used . Fiberboard Sheathing Diaphragms ...
... panel edge , shall be spaced not more than 6 inches on center along panel edge bearings , and shall be firmly driven into the framing members . No unblocked panels less than 12 inches wide shall be used . Fiberboard Sheathing Diaphragms ...
Page 367
... panels shall be rectangular with the ratio of the longer to shorter spans within a panel not greater than 2.0 . The successive span lengths in each direction shall not differ by more than one - third of the longer span . Columns may be ...
... panels shall be rectangular with the ratio of the longer to shorter spans within a panel not greater than 2.0 . The successive span lengths in each direction shall not differ by more than one - third of the longer span . Columns may be ...
Page 376
... panels shall be anchored to all floors and roofs as specified in Sec- tion 2310 . For structural purposes , the panel thickness may be determined by the following provisions when panels are designed to span horizontally to col- umns or ...
... panels shall be anchored to all floors and roofs as specified in Sec- tion 2310 . For structural purposes , the panel thickness may be determined by the following provisions when panels are designed to span horizontally to col- umns or ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood