Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 94
... enclosure shall be pro- tected by metal or metal - clad doors with either metal or metal - clad jambs , casings or frames . 4. Exit enclosures shall conform to the applicable provisions of Sections 3308 and 3309 . 5. In one- and two ...
... enclosure shall be pro- tected by metal or metal - clad doors with either metal or metal - clad jambs , casings or frames . 4. Exit enclosures shall conform to the applicable provisions of Sections 3308 and 3309 . 5. In one- and two ...
Page 508
... enclosure of escalators serving Group B Occupancies , see Chapter 17 . 2. Stairs in Group R , Division 3 Occupancies ... Enclosure Construction . Enclosure walls shall be of not less than two - hour fire - resistive construction in ...
... enclosure of escalators serving Group B Occupancies , see Chapter 17 . 2. Stairs in Group R , Division 3 Occupancies ... Enclosure Construction . Enclosure walls shall be of not less than two - hour fire - resistive construction in ...
Page 705
... ENCLOSURE OF VERTICAL OPENINGS ( see OCCUPANCY , TYPES OF CONSTRUCTION and STAIRS AND EXITS ) Construction requirements Fire resistance required For stairs and ramps For open parking garages Required .. Smokeproof enclosure Through ...
... ENCLOSURE OF VERTICAL OPENINGS ( see OCCUPANCY , TYPES OF CONSTRUCTION and STAIRS AND EXITS ) Construction requirements Fire resistance required For stairs and ramps For open parking garages Required .. Smokeproof enclosure Through ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength