Uniform Building Code |
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Page 94
... openings which serve only one adjacent floor and are not connected with openings serving other floors and which are not concealed within the building construction . 2. In buildings housing Group B Occupancies equipped with automatic ...
... openings which serve only one adjacent floor and are not connected with openings serving other floors and which are not concealed within the building construction . 2. In buildings housing Group B Occupancies equipped with automatic ...
Page 116
... Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls shall be constructed of noncombustible ... openings are permitted and noncombustible two - hour fire resistive where protection of openings is required . 3. In ...
... Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls shall be constructed of noncombustible ... openings are permitted and noncombustible two - hour fire resistive where protection of openings is required . 3. In ...
Page 559
... opening and one on each side of the wall at the ceiling height where the ceiling is more than 3 feet above the opening . Fire assemblies protecting openings required to have one and one - half , one or three - fourths - hour fire ...
... opening and one on each side of the wall at the ceiling height where the ceiling is more than 3 feet above the opening . Fire assemblies protecting openings required to have one and one - half , one or three - fourths - hour fire ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength