Uniform Building Code |
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Page 217
... joist . Notches on the ends of joists shall not exceed one - fourth the joist depth . Holes bored in joists shall not be within 2 inches of the top or bottom of the joist and the diameter of any such hole shall not exceed one - third ...
... joist . Notches on the ends of joists shall not exceed one - fourth the joist depth . Holes bored in joists shall not be within 2 inches of the top or bottom of the joist and the diameter of any such hole shall not exceed one - third ...
Page 327
... joists are used , the vertical shells of the fillers in contact with the joists may be included in the calculations involv- ing shear or negative bending moment . No other portion of the fillers may be included in the design ...
... joists are used , the vertical shells of the fillers in contact with the joists may be included in the calculations involv- ing shear or negative bending moment . No other portion of the fillers may be included in the design ...
Page 585
... joists and held to bottom chord of joists Gypsum plaster on " per- forated gypsum lath at- tached to 3/4 " cold - rolled channels , with approved 9 clips giving continuous Slab on Top Poured on a Metal Lath Form ' ( Cont'd . ) Channels ...
... joists and held to bottom chord of joists Gypsum plaster on " per- forated gypsum lath at- tached to 3/4 " cold - rolled channels , with approved 9 clips giving continuous Slab on Top Poured on a Metal Lath Form ' ( Cont'd . ) Channels ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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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