Uniform Building Code |
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Page 54
... assembly building with a stage and an occupant load of 1000 or more in the building 2 hour less than 20 feet hour ... assembly room with an occupant load of less than 1000 and a stage 2.1 - Any building or portion of a building having an ...
... assembly building with a stage and an occupant load of 1000 or more in the building 2 hour less than 20 feet hour ... assembly room with an occupant load of less than 1000 and a stage 2.1 - Any building or portion of a building having an ...
Page 65
... assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any building or portion of a building having an assembly room with an occupant load of 300 or more without a stage , including such buildings used for ...
... assembly room with an occupant load of less than 1000 and a stage . Division 2.1 . Any building or portion of a building having an assembly room with an occupant load of 300 or more without a stage , including such buildings used for ...
Page 691
... ASSEMBLY BUILDINGS ) AUTOMATIC FIRE - EXTINGUISHING SYSTEMS ( see FIRE - EXTINGUISHING SYSTEMS ) AWNINGS Definition Fixed , regulations Movable , regulations . Of plastic materials B - OCCUPANCIES BALCONY Assembly , definition Exits ...
... ASSEMBLY BUILDINGS ) AUTOMATIC FIRE - EXTINGUISHING SYSTEMS ( see FIRE - EXTINGUISHING SYSTEMS ) AWNINGS Definition Fixed , regulations Movable , regulations . Of plastic materials B - OCCUPANCIES BALCONY Assembly , definition Exits ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 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