Uniform Building Code |
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Page 29
All openings in floors forming a “ three - hour fire - resistive occupancy separation ” shall be protected by vertical enclosures extending above and below such openings . The walls of such vertical enclosures shall be of not less than ...
All openings in floors forming a “ three - hour fire - resistive occupancy separation ” shall be protected by vertical enclosures extending above and below such openings . The walls of such vertical enclosures shall be of not less than ...
Page 31
openings shall be protected by a fire assembly having a three - hour fire - protection rating in four - hour fire - resistive walls and one and one - half - hour fire - protection rating in two - hour fire - resistive walls . 2.
openings shall be protected by a fire assembly having a three - hour fire - protection rating in four - hour fire - resistive walls and one and one - half - hour fire - protection rating in two - hour fire - resistive walls . 2.
Page 39
Not permitted less than 5 feet , protected less than 20 feet 4 hours less than 5 feet , 2 hours less than 10 feet , 1 hour less than 20 feet 2 hours less than 5 feet , 1 hour elsewhere I See also Section 1002 6Semiconductor fabrication ...
Not permitted less than 5 feet , protected less than 20 feet 4 hours less than 5 feet , 2 hours less than 10 feet , 1 hour less than 20 feet 2 hours less than 5 feet , 1 hour elsewhere I See also Section 1002 6Semiconductor fabrication ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood