Uniform Building Code |
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Page 54
... less than 20 feet hour elsewhere 4 - Stadiums , reviewing stands , and amusement park structures not included within Group A - 1 nor Divisions 2 , 2.1 and 3 , Group A Occupancies 2 1 hour 3 1 hour less than 10 feet Protected less than ...
... less than 20 feet hour elsewhere 4 - Stadiums , reviewing stands , and amusement park structures not included within Group A - 1 nor Divisions 2 , 2.1 and 3 , Group A Occupancies 2 1 hour 3 1 hour less than 10 feet Protected less than ...
Page 55
... less than 50 persons for more than 12 hours per week or four hours in any one day 3 - Any building used for day care purposes for more than 6 children 1 - Nurseries for full ... less than 5 feet Protected less than 20 55 1976 EDITION 5 - A.
... less than 50 persons for more than 12 hours per week or four hours in any one day 3 - Any building used for day care purposes for more than 6 children 1 - Nurseries for full ... less than 5 feet Protected less than 20 55 1976 EDITION 5 - A.
Page 56
... less than 10 feet 1 hour less than 20 feet 1 - Storage and handling of hazardous and highly inflammable or explosive materials other than flammable liquids 5 - Aircraft repair hangars Not permitted in Fire Zones Nos . 1 and 2 except as ...
... less than 10 feet 1 hour less than 20 feet 1 - Storage and handling of hazardous and highly inflammable or explosive materials other than flammable liquids 5 - Aircraft repair hangars Not permitted in Fire Zones Nos . 1 and 2 except as ...
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