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 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength