Uniform Building Code |
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Page 488
... Roof Deck Solid surface on noncomustible materials or minimum of 1⁄2 - inch plywood or 1 - inch nominal boards or ... roof . 8. Metal roof covering . 9. Slate shingles . 10. Clay or concrete roof tile . 11. Any roof covering systems of ...
... Roof Deck Solid surface on noncomustible materials or minimum of 1⁄2 - inch plywood or 1 - inch nominal boards or ... roof . 8. Metal roof covering . 9. Slate shingles . 10. Clay or concrete roof tile . 11. Any roof covering systems of ...
Page 489
... roofing square of crushed slag in 50 pounds of asphalt or 60 pounds of pitch . 4. Any prepared roofing not less than Class C roofing . 5. Wood shingles ( treated or untreated ) . 6. Wood shakes ( treated or untreated ) . ( g ) Slope of Roof ...
... roofing square of crushed slag in 50 pounds of asphalt or 60 pounds of pitch . 4. Any prepared roofing not less than Class C roofing . 5. Wood shingles ( treated or untreated ) . 6. Wood shakes ( treated or untreated ) . ( g ) Slope of Roof ...
Page 522
... roof when used as an enclosure for tanks or for elevators which run to the roof and in all other cases shall not extend more than 12 feet in height above the roof . ( b ) Area . The aggregate area of all penthouses and other roof ...
... roof when used as an enclosure for tanks or for elevators which run to the roof and in all other cases shall not extend more than 12 feet in height above the roof . ( b ) Area . The aggregate area of all penthouses and other roof ...
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