Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 9
Page viii
... Exit Access . 1-105 Excerpts from Chapter 18 General 1-105 Foundations and Retaining Walls 1-169 1-111 Excerpts from Chapter 19 Section 1005 The Exit . . . . . 1-115 Concrete ... 1-177 Section 1006 The Exit Discharge 1-118 Excerpts from ...
... Exit Access . 1-105 Excerpts from Chapter 18 General 1-105 Foundations and Retaining Walls 1-169 1-111 Excerpts from Chapter 19 Section 1005 The Exit . . . . . 1-115 Concrete ... 1-177 Section 1006 The Exit Discharge 1-118 Excerpts from ...
Page 2-488
... Exits General Live loads SCUTTLE Access to attic ... Access stairway to roof , when required Access to under - floor areas SEATING , folding and telescoping 304.1 1007.3 . 305.1 Tables 16 - A and 16 - K 1505.1 1003.3.3.11 2306.3 303.2 ...
... Exits General Live loads SCUTTLE Access to attic ... Access stairway to roof , when required Access to under - floor areas SEATING , folding and telescoping 304.1 1007.3 . 305.1 Tables 16 - A and 16 - K 1505.1 1003.3.3.11 2306.3 303.2 ...
Page 2-489
... Access to roof Anchorage of exit facilities in seismic zones Arrangement of exits Barrier to prevent continuing into basement Basement doors Circular Construction Definitions Design , general Doors , leading to Enclosed usable space ...
... Access to roof Anchorage of exit facilities in seismic zones Arrangement of exits Barrier to prevent continuing into basement Basement doors Circular Construction Definitions Design , general Doors , leading to Enclosed usable space ...
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