Uniform Building Code |
From inside the book
Results 1-3 of 85
Page 88
... openings from guest rooms to public corridors . Door openings from guest rooms to public corridors shall be protected as specified in Section 3304 . Every sleeping room below the fourth story shall have at least one operable window or ...
... openings from guest rooms to public corridors . Door openings from guest rooms to public corridors shall be protected as specified in Section 3304 . Every sleeping room below the fourth story shall have at least one operable window or ...
Page 103
... Openings . Every opening into a shaft enclosure shall be protected by a self - closing fire assembly conforming to Section 4306 and having a fire - protection rating of one hour for openings through one- hour walls and one and one ...
... Openings . Every opening into a shaft enclosure shall be protected by a self - closing fire assembly conforming to Section 4306 and having a fire - protection rating of one hour for openings through one- hour walls and one and one ...
Page 121
... Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls of Types III and IV buildings shall be ... openings are permitted and noncombustible two - hour fire - resistive where protection of openings is required . 3. In ...
... Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls of Types III and IV buildings shall be ... openings are permitted and noncombustible two - hour fire - resistive where protection of openings is required . 3. In ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength