Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-475
... Fire - resistive construction Masonry , mortar and grout ( material standards ) Proportions in concrete 1903.3 1902 .. 702 2102 ANTENNAE , radio and television ( see TOWERS ) APARTMENT HOUSE Definition 1903.3 , 1905.2 Fire ...
... Fire - resistive construction Masonry , mortar and grout ( material standards ) Proportions in concrete 1903.3 1902 .. 702 2102 ANTENNAE , radio and television ( see TOWERS ) APARTMENT HOUSE Definition 1903.3 , 1905.2 Fire ...
Page 2-477
... CONSTRUCTION Steel joists ( see STEEL ,. May require special inspector May require ... FIRE DEPARTMENT Expiration Fees 106.4.4 107 Approval required of fire ... resistive construction .. 703 102 CLAY ROOF TILE 1507.7 1507.1 Unsafe Unsafe ...
... CONSTRUCTION Steel joists ( see STEEL ,. May require special inspector May require ... FIRE DEPARTMENT Expiration Fees 106.4.4 107 Approval required of fire ... resistive construction .. 703 102 CLAY ROOF TILE 1507.7 1507.1 Unsafe Unsafe ...
Page 2-480
... FIRE BLOCKING For wood - frame construction Material ( for construction ) Where required FIREBRICK Definition For ... resistive requirements 506 904.2.9 Sprinklers , requirements 904.1.2 Sprinklers , where required 904.2 Table 5 - A ...
... FIRE BLOCKING For wood - frame construction Material ( for construction ) Where required FIREBRICK Definition For ... resistive requirements 506 904.2.9 Sprinklers , requirements 904.1.2 Sprinklers , where required 904.2 Table 5 - A ...
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