Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-209
... construction and workmanship are in compliance with the plans and specifications , and the applicable requirements of this chapter . When required , inspection records shall be main- tained and made available to the building official ...
... construction and workmanship are in compliance with the plans and specifications , and the applicable requirements of this chapter . When required , inspection records shall be main- tained and made available to the building official ...
Page 2-480
... construction Material ( for construction ) Where required FIREBRICK Definition For chimney lining For fireplaces 303.9 , 305.9 , 307.9 , 308.9 , 310.10 , 408.5 504.6 713.2 , 713.6 713.2 307.6 405.3.3 713 302.2 302.3 , 504.3 708.2 708.2 ...
... construction Material ( for construction ) Where required FIREBRICK Definition For chimney lining For fireplaces 303.9 , 305.9 , 307.9 , 308.9 , 310.10 , 408.5 504.6 713.2 , 713.6 713.2 307.6 405.3.3 713 302.2 302.3 , 504.3 708.2 708.2 ...
Page 2-481
... construction 310.9.1 , 310.10 310.9.1 , 310.10 Removal of 307.9 FOUNDATION Concrete footing design 1806.10 1802 , 1806 , 1915 . 207 1806 1806.9 1806.3 1806.4 3203 1906 1906.2 1915 1511.4 Construction allowed ( see TYPES OF 307.8 ...
... construction 310.9.1 , 310.10 310.9.1 , 310.10 Removal of 307.9 FOUNDATION Concrete footing design 1806.10 1802 , 1806 , 1915 . 207 1806 1806.9 1806.3 1806.4 3203 1906 1906.2 1915 1511.4 Construction allowed ( see TYPES OF 307.8 ...
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