Uniform Building Code |
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Page 51
... separation is horizontal , structural members supporting the separation shall be protected by equivalent fire - resistive construction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire ...
... separation is horizontal , structural members supporting the separation shall be protected by equivalent fire - resistive construction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire ...
Page 53
... Separation Walls . Each portion of a building separated by one or more area separation walls may be considered a separate building , provided the area separation walls meet the following requirements : 1. Area separation walls shall be ...
... Separation Walls . Each portion of a building separated by one or more area separation walls may be considered a separate building , provided the area separation walls meet the following requirements : 1. Area separation walls shall be ...
Page 54
... separation wall . Openings within such widths shall be protected by fire assemblies having a fire - protection rating of not less than three - fourths hour . 3. Area separation walls shall extend from the foundation to a point at least ...
... separation wall . Openings within such widths shall be protected by fire assemblies having a fire - protection rating of not less than three - fourths hour . 3. Area separation walls shall extend from the foundation to a point at least ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength