Uniform Building Code |
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Page 92
... minimum net clear opening of 5.7 square feet . The minimum net clear opening height dimension shall be 24 inches . The minimum net clear opening width dimension shall be 20 inches . Where windows are provided as a means of egress or ...
... minimum net clear opening of 5.7 square feet . The minimum net clear opening height dimension shall be 24 inches . The minimum net clear opening width dimension shall be 20 inches . Where windows are provided as a means of egress or ...
Page 174
... minimum area of reinforcement in either direction shall be not less than 0.0007 times the gross cross - sectional area of the wall . The reinforcement shall be limited to a maximum spacing of 4 feet on center . The minimum diameter of ...
... minimum area of reinforcement in either direction shall be not less than 0.0007 times the gross cross - sectional area of the wall . The reinforcement shall be limited to a maximum spacing of 4 feet on center . The minimum diameter of ...
Page 622
... MINIMUM PER VOLUME CEMENT3 THICKNESS4 MINIMUM PERIOD MOIST CURING MINIMUM INTERVAL BETWEEN COATS MAXIMUM VOLUME SAND PER COMBINED COAT VOLUME11 CEMENT LIME PER VOLUME CEMENT VOLUMES CEMENT AND LIME APPROXIMATE MINIMUM THICKNESS4 MINIMUM ...
... MINIMUM PER VOLUME CEMENT3 THICKNESS4 MINIMUM PERIOD MOIST CURING MINIMUM INTERVAL BETWEEN COATS MAXIMUM VOLUME SAND PER COMBINED COAT VOLUME11 CEMENT LIME PER VOLUME CEMENT VOLUMES CEMENT AND LIME APPROXIMATE MINIMUM THICKNESS4 MINIMUM ...
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