Uniform Building Code |
From inside the book
Results 1-3 of 76
Page 158
... Solid Clay Units - 14,000 psi gross Solid Clay Units - 10,000 psi gross Solid Clay Units - 6,000 psi gross Solid Units - 3000 psi gross Solid Units - 2500 psi gross Hollow Concrete Units - Grade N Hollow Concrete Units - Grade N grouted ...
... Solid Clay Units - 14,000 psi gross Solid Clay Units - 10,000 psi gross Solid Clay Units - 6,000 psi gross Solid Units - 3000 psi gross Solid Units - 2500 psi gross Hollow Concrete Units - Grade N Hollow Concrete Units - Grade N grouted ...
Page 567
... Solid units ( at least 75 percent solid ) 8 2 Hr . 1 Hr . 63 4 2 Solid units plastered each side with " gypsum or portland cement plaster . Portland cement plaster mixed 1 : 2 % by weight , cement to sand 4344 3 Hollow brick units ' at ...
... Solid units ( at least 75 percent solid ) 8 2 Hr . 1 Hr . 63 4 2 Solid units plastered each side with " gypsum or portland cement plaster . Portland cement plaster mixed 1 : 2 % by weight , cement to sand 4344 3 Hollow brick units ' at ...
Page 568
... 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 , Load- 23 Two ...
... 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 , Load- 23 Two ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
88 other sections not shown
Other editions - View all
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