Uniform Building Code |
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Page 29
The walls of such vertical enclosures shall be of not less than two - hour fire - resistive construction and all openings therein shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 3.
The walls of such vertical enclosures shall be of not less than two - hour fire - resistive construction and all openings therein shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 3.
Page 31
The exterior walls and the projecting elements above shall be of not less than onehour fire - resistive ... Two - hour area separation walls may terminate at the underside of the roof sheathing , deck or slab , provided : A. Where the ...
The exterior walls and the projecting elements above shall be of not less than onehour fire - resistive ... Two - hour area separation walls may terminate at the underside of the roof sheathing , deck or slab , provided : A. Where the ...
Page 43
Grandstands , bleachers or reviewing stands of Type III Onehour , Type IV or Type V One - hour construction shall not exceed 40 feet to the highest level of seat boards ; 20 feet in cases where construction is Type III - Nor Type V - N ...
Grandstands , bleachers or reviewing stands of Type III Onehour , Type IV or Type V One - hour construction shall not exceed 40 feet to the highest level of seat boards ; 20 feet in cases where construction is Type III - Nor Type V - N ...
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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