Uniform Building Code |
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Page 65
... Divisions 2 , 2.1 , 3 and 4 Occupancies shall be : 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 ...
... Divisions 2 , 2.1 , 3 and 4 Occupancies shall be : 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 ...
Page 79
... Division 1. Gasoline service stations , storage garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding or the use of highly flammable liquids . Division 2. Wholesale and retail ...
... Division 1. Gasoline service stations , storage garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding or the use of highly flammable liquids . Division 2. Wholesale and retail ...
Page 511
... Division 1 Occupancies Sec . 3315. ( a ) Main Exit . Every Group A , Division 1 Occupancy shall be provided with a main exit . The main exit shall be of sufficient width to accommodate one - half of the total occupant load but shall be ...
... Division 1 Occupancies Sec . 3315. ( a ) Main Exit . Every Group A , Division 1 Occupancy shall be provided with a main exit . The main exit shall be of sufficient width to accommodate one - half of the total occupant load but shall be ...
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