Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 12
Page ix
... Elevator and Elevator Lobby Enclosures 1-285 Area .. Section 3003 Special Provisions 1-285 Section 328 Occupancy Separations Section 3004 Hoistway Venting 1-287 Section 329 Exterior Walls and Openings Section 330 Section 3005 Elevator ...
... Elevator and Elevator Lobby Enclosures 1-285 Area .. Section 3003 Special Provisions 1-285 Section 328 Occupancy Separations Section 3004 Hoistway Venting 1-287 Section 329 Exterior Walls and Openings Section 330 Section 3005 Elevator ...
Page 2-25
... associated , but need not exceed 50 pounds per square foot ( 2.4 kN / m2 ) . USE TABLE 16 - B - SPECIAL LOADS1 VERTICAL LOAD 2-25 1997 UNIFORM BUILDING CODE TABLE 16 - A Elevator and Elevator Lobby Enclosures 1-285 Area 1-312.
... associated , but need not exceed 50 pounds per square foot ( 2.4 kN / m2 ) . USE TABLE 16 - B - SPECIAL LOADS1 VERTICAL LOAD 2-25 1997 UNIFORM BUILDING CODE TABLE 16 - A Elevator and Elevator Lobby Enclosures 1-285 Area 1-312.
Page 2-479
... ELEVATOR SHAFTS ( see VERTICAL OPENINGS ) To exits To property lines DOORS Between Group R , Division 3 residence and Group U garage Corridor Exit Fire - resistive type construction , installation , hardware , glazing Fire - resistive ...
... ELEVATOR SHAFTS ( see VERTICAL OPENINGS ) To exits To property lines DOORS Between Group R , Division 3 residence and Group U garage Corridor Exit Fire - resistive type construction , installation , hardware , glazing Fire - resistive ...
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