Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page v
... dwelling units resistant to unlawful entry . It regulates swinging doors , sliding doors , windows and hardware in con- nection with dwelling units of apartment houses or one- and two - family dwellings . The code gives consideration to ...
... dwelling units resistant to unlawful entry . It regulates swinging doors , sliding doors , windows and hardware in con- nection with dwelling units of apartment houses or one- and two - family dwellings . The code gives consideration to ...
Page viii
... Dwelling Units 1-131 Section 2406 Safety Glazing ... 1-257 Section 2407 Hinged Shower Doors 1-258 Chapter 12 Interior Environment . 1-135 Section 1201 General ... 1-135 Section 2408 Section 2409 Sloped Glazing and Skylights Racquetball ...
... Dwelling Units 1-131 Section 2406 Safety Glazing ... 1-257 Section 2407 Hinged Shower Doors 1-258 Chapter 12 Interior Environment . 1-135 Section 1201 General ... 1-135 Section 2408 Section 2409 Sloped Glazing and Skylights Racquetball ...
Page 2-488
... dwelling units 504.6 In Group È Occupancies 708.3.1 In guest rooms 505 In high - rise buildings Minor accessory use Occupancy 305.2.4 504.3 302 Tenant 310.2 , 404.3.5 Water closets from food preparation or storage 302.6 In one - story ...
... dwelling units 504.6 In Group È Occupancies 708.3.1 In guest rooms 505 In high - rise buildings Minor accessory use Occupancy 305.2.4 504.3 302 Tenant 310.2 , 404.3.5 Water closets from food preparation or storage 302.6 In one - story ...
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/m² 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