Uniform Building Code |
From inside the book
Results 1-3 of 77
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
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
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