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Page 61
... occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any building or portion of a building having ...
... occupant load of 1000 or more in the building . Division 2. Any building or portion of a building having an assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any building or portion of a building having ...
Page 498
... Occupant Load . The occupant load permitted in any building or portion thereof shall be determined by dividing the floor area assigned to that use by the square feet per occupant as set forth in Table No. 33 - A . EXCEPTIONS : 1. The ...
... Occupant Load . The occupant load permitted in any building or portion thereof shall be determined by dividing the floor area assigned to that use by the square feet per occupant as set forth in Table No. 33 - A . EXCEPTIONS : 1. The ...
Page 499
... occupants permitted for each room use . ( k ) Changes in Elevation . Within a building , changes in elevation of less than 12 inches along any exit serving a tributary occupant load of 10 or more shall be by ramps . EXCEPTION : Group R ...
... occupants permitted for each room use . ( k ) Changes in Elevation . Within a building , changes in elevation of less than 12 inches along any exit serving a tributary occupant load of 10 or more shall be by ramps . EXCEPTION : Group R ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength