Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 76
... rooms complying with Section 902 ( c ) or shall be in HPM storage rooms not exceeding 6000 square feet in area . Such HPM storage rooms shall be separated from all other areas by not less than a two - hour fire - resistive occupancy ...
... rooms complying with Section 902 ( c ) or shall be in HPM storage rooms not exceeding 6000 square feet in area . Such HPM storage rooms shall be separated from all other areas by not less than a two - hour fire - resistive occupancy ...
Page 94
... 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 less than one tenth of the floor area of such rooms with a minimum of 10 square ...
... 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 less than one tenth of the floor area of such rooms with a minimum of 10 square ...
Page 656
... Rooms . Interior rooms may exit through adjoin- ing or intervening rooms , provided the total distance of travel through such rooms to an exit corridor does not exceed that specified in Subsection ( c ) 1 above and is a direct , obvious ...
... Rooms . Interior rooms may exit through adjoin- ing or intervening rooms , provided the total distance of travel through such rooms to an exit corridor does not exceed that specified in Subsection ( c ) 1 above and is a direct , obvious ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength