Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 here the ceiling is more than 3 feet above the opening . Fire assemblies protecting openings required to have one and one - half , e or three - fourths - hour fire ...
... opening and one on each side of the wall at the ceiling height here the ceiling is more than 3 feet above the opening . Fire assemblies protecting openings required to have one and one - half , e or three - fourths - hour fire ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength