Uniform Building Code |
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Page 153
... least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( c ) Brick Made from Sand - lime . Building brick made from sand - lime shall be of a quality at least equal to the ...
... least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( c ) Brick Made from Sand - lime . Building brick made from sand - lime shall be of a quality at least equal to the ...
Page 307
... least 30 consecutive strength tests representing similar materials and conditions to those expected , the strength used as the basis for selecting proportions shall exceed the required ƒ ' by at least : 400 psi if the standard deviation ...
... least 30 consecutive strength tests representing similar materials and conditions to those expected , the strength used as the basis for selecting proportions shall exceed the required ƒ ' by at least : 400 psi if the standard deviation ...
Page 568
... least 45 percent solid 6 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 18 Three cells in wall thickness , units at least 40 percent solid 12 Tile ...
... least 45 percent solid 6 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 18 Three cells in wall thickness , units at least 40 percent solid 12 Tile ...
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