Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 21
Page xv
... Door Assemblies UBC Standard 7-3 Tinclad Fire Doors 3-19 .... UBC Standard 15-7 Automatic Smoke and Heat Vents 3-325 UBC Standard 18-1 Soils Classification UBC Standard 18-2 Expansion Index Test UBC Standard 19-1 Welding Reinforcing ...
... Door Assemblies UBC Standard 7-3 Tinclad Fire Doors 3-19 .... UBC Standard 15-7 Automatic Smoke and Heat Vents 3-325 UBC Standard 18-1 Soils Classification UBC Standard 18-2 Expansion Index Test UBC Standard 19-1 Welding Reinforcing ...
Page 2-479
... doors Lobby , number of exits 713 Stretcher requirements Venting of hoistway ELEVATOR SHAFTS ( see VERTICAL OPENINGS ) To exits To property lines DOORS Between Group R , Division 3 residence and Group U garage Corridor Exit Fire ...
... doors Lobby , number of exits 713 Stretcher requirements Venting of hoistway ELEVATOR SHAFTS ( see VERTICAL OPENINGS ) To exits To property lines DOORS Between Group R , Division 3 residence and Group U garage Corridor Exit Fire ...
Page 2-488
... doors Over public property Posting live load Posting room capacity . 601.5.4 2409.6 3303.7 2409.6 3203 3303.6 1003.2.8 1003.2.8 , Appendix 3407.5 Appendix 907 713.13 3201 1607.3.5 1007.2.6 Door latches and locks ........ 1003.3.1.8 ...
... doors Over public property Posting live load Posting room capacity . 601.5.4 2409.6 3303.7 2409.6 3203 3303.6 1003.2.8 1003.2.8 , Appendix 3407.5 Appendix 907 713.13 3201 1607.3.5 1007.2.6 Door latches and locks ........ 1003.3.1.8 ...
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