Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 67
... ventilation shall be provided sufficient to produce four air changes per hour . Such exhaust ventilation shall be taken from a point at or near the floor level . In all enclosed parking garages used for storing or handling of ...
... ventilation shall be provided sufficient to produce four air changes per hour . Such exhaust ventilation shall be taken from a point at or near the floor level . In all enclosed parking garages used for storing or handling of ...
Page 76
... Ventilation and Sanitation Sec . 905. All portions of Group H Occupancies customarily used by human beings shall be provided with natural light by means of exterior glazed openings with an area equal to one - tenth of the total floor ...
... Ventilation and Sanitation Sec . 905. All portions of Group H Occupancies customarily used by human beings shall be provided with natural light by means of exterior glazed openings with an area equal to one - tenth of the total floor ...
Page 86
... Ventilation and Sanitation Sec . 1205. ( a ) Light and Ventilation . All guest rooms , dormitories and habitable rooms within a dwelling unit shall be provided with natural light by means of exterior glazed openings with an area not ...
... Ventilation and Sanitation Sec . 1205. ( a ) Light and Ventilation . All guest rooms , dormitories and habitable rooms within a dwelling unit shall be provided with natural light by means of exterior glazed openings with an area not ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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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