Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 48
... separation is horizontal , structural members sup- porting the separation shall be protected by equivalent fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour ...
... separation is horizontal , structural members sup- porting the separation shall be protected by equivalent fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour ...
Page 49
... separation shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for Occupancy Separations . Occupancy separations shall be provided between the various groups and divisions of ...
... separation shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for Occupancy Separations . Occupancy separations shall be provided between the various groups and divisions of ...
Page 51
... separation walls shall extend from the foundation to a point at least 30 inches above the roof . EXCEPTIONS : 1. Area separation walls may terminate at the roof soffit , provided the roof is of at least two - hour fire - resistive ...
... separation walls shall extend from the foundation to a point at least 30 inches above the roof . EXCEPTIONS : 1. Area separation walls may terminate at the roof soffit , provided the roof is of at least two - hour fire - resistive ...
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