Uniform Building Code |
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Page 100
... CONSTRUCTION AND GENERAL REQUIREMENTS NOTE : Table No. 17 - A appears at the end of the Chapter . For tabulation showing changes ... Construction Classification of all Buildings by Types Construction and General Requirements Structural Frame.
... CONSTRUCTION AND GENERAL REQUIREMENTS NOTE : Table No. 17 - A appears at the end of the Chapter . For tabulation showing changes ... Construction Classification of all Buildings by Types Construction and General Requirements 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 33 area of any room . Stair Construction percent of ...
... 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 33 area of any room . Stair Construction percent of ...
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 |
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