Uniform Building Code |
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Page 55
... than 20 may have exterior wall and opening protection as required for Group R , Division 3 Occupancies . For Notes see page 54 . ( Continued ) GROUP FIRE ZONE FIRE RESISTANCE ... less than 5 feet Protected less than 20 55 1976 EDITION 5 - A.
... than 20 may have exterior wall and opening protection as required for Group R , Division 3 Occupancies . For Notes see page 54 . ( Continued ) GROUP FIRE ZONE FIRE RESISTANCE ... less than 5 feet Protected less than 20 55 1976 EDITION 5 - A.
Page 56
... than 5 feet 3 2 hour 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 ...
... than 5 feet 3 2 hour 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 ...
Page 57
... less than 20 feet 1 hour elsewhere 2 1 hour Open parking garages . ( For requirements , see Section 1109. ) 3 1 hour less than 20 feet 2 hour less than 20 feet 1 1 hour elsewhere Ice plants , power plants , pumping plants , cold storage ...
... less than 20 feet 1 hour elsewhere 2 1 hour Open parking garages . ( For requirements , see Section 1109. ) 3 1 hour less than 20 feet 2 hour less than 20 feet 1 1 hour elsewhere Ice plants , power plants , pumping plants , cold storage ...
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