Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-277
... installed weight of 20 pounds per square foot ( 97.6 kg / m2 ) or less and installed with the provisions of Section 2109.5 . When glass block is supported on wood floors , the floors shall be designed to limit deflection and shrinkage ...
... installed weight of 20 pounds per square foot ( 97.6 kg / m2 ) or less and installed with the provisions of Section 2109.5 . When glass block is supported on wood floors , the floors shall be designed to limit deflection and shrinkage ...
Page 2-301
... installed at each corner of an exterior wall . EXCEPTION : At corners , a third stud may be omitted through the use of wood spacers or backup cleats of 3 / 8 - inch - thick ( 9.5 mm ) wood structural panel , 3⁄48 - inch ( 9.5 mm ) Type ...
... installed at each corner of an exterior wall . EXCEPTION : At corners , a third stud may be omitted through the use of wood spacers or backup cleats of 3 / 8 - inch - thick ( 9.5 mm ) wood structural panel , 3⁄48 - inch ( 9.5 mm ) Type ...
Page 2-417
... installed be- tween the floor and base materials required by Section 1825.2 . EXCEPTION : Where a separate floor is provided above a con- crete slab , the dampproofing may be installed on top of the slab . 1823.2 Dampproofing Materials ...
... installed be- tween the floor and base materials required by Section 1825.2 . EXCEPTION : Where a separate floor is provided above a con- crete slab , the dampproofing may be installed on top of the slab . 1823.2 Dampproofing Materials ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/mē lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength