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Page 100
... CONSTRUCTION AND GENERAL REQUIREMENTS NOTE : Table No. 17 - A appears at the end of the Chapter . For tabulation ... Construction Classification of all Buildings by Types 5500 Construction and General Requirements General Structural Frame.
... CONSTRUCTION AND GENERAL REQUIREMENTS NOTE : Table No. 17 - A appears at the end of the Chapter . For tabulation ... Construction Classification of all Buildings by Types 5500 Construction and General Requirements General Structural Frame.
Page 112
... construction as specified for floors in Section 2106 ( e ) . Not more than two mezzanine floors shall be in any room of a building . No mezzanine floor or floors shall cover more than 333 percent of the area of any room . Stair Construction ...
... construction as specified for floors in Section 2106 ( e ) . Not more than two mezzanine floors shall be in any room of a building . No mezzanine floor or floors shall cover more than 333 percent of the area of any room . Stair Construction ...
Page 697
... CONSTRUCTION ) Lights required ... Temporary use of streets allowed during CONSTRUCTION JOINTS In concrete ..... CONSTRUCTION MATERIAL Allowed in streets CONVENTS . CORBELING 2510 2803 ( c ) 508 1602 , 1603 , 1604 4401 4402 2606 ( d ) ...
... CONSTRUCTION ) Lights required ... Temporary use of streets allowed during CONSTRUCTION JOINTS In concrete ..... CONSTRUCTION MATERIAL Allowed in streets CONVENTS . CORBELING 2510 2803 ( c ) 508 1602 , 1603 , 1604 4401 4402 2606 ( d ) ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood