Uniform Building Code |
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Page 113
... located more than 75 feet above the lowest level of Fire Department vehicle access shall conform to the requirements of this Section in addition to other applicable requirements of this Code . ( b ) Compartmentation . Compartmentation ...
... located more than 75 feet above the lowest level of Fire Department vehicle access shall conform to the requirements of this Section in addition to other applicable requirements of this Code . ( b ) Compartmentation . Compartmentation ...
Page 212
... located nearer than 6 inches to earth shall be Treated Wood or Wood of Natural Resistance to Decay as defined in Section 2502 ( a ) . Where located on concrete slabs placed on earth , wood shall be Treated Wood or Wood of Natural ...
... located nearer than 6 inches to earth shall be Treated Wood or Wood of Natural Resistance to Decay as defined in Section 2502 ( a ) . Where located on concrete slabs placed on earth , wood shall be Treated Wood or Wood of Natural ...
Page 538
... located so that all portions of the building are within 30 feet of a nozzle attached to 100 feet of hose . In Group A , Divisions 1 , 2 and 2.1 Occupancies , when the occupant load is more than 1000 , outlets shall be located on each ...
... located so that all portions of the building are within 30 feet of a nozzle attached to 100 feet of hose . In Group A , Divisions 1 , 2 and 2.1 Occupancies , when the occupant load is more than 1000 , outlets shall be located on each ...
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