Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-39
... building official may waive the requirement for the employment of a special inspector if the construction is of a minor nature . 1701.2 Special Inspector . The special inspector shall be a quali- fied person who shall demonstrate ...
... building official may waive the requirement for the employment of a special inspector if the construction is of a minor nature . 1701.2 Special Inspector . The special inspector shall be a quali- fied person who shall demonstrate ...
Page 2-43
International Conference of Building Officials. Chapter 18 FOUNDATIONS AND RETAINING WALLS Division I - GENERAL 1997 ... official . The building official may require that this determination be made by an engineer or architect licensed by ...
International Conference of Building Officials. Chapter 18 FOUNDATIONS AND RETAINING WALLS Division I - GENERAL 1997 ... official . The building official may require that this determination be made by an engineer or architect licensed by ...
Page 2-46
International Conference of Building Officials. 1807.2 1808.3.2 1997 UNIFORM BUILDING CODE EXCEPTION : Other approved ... official after a foundation in- vestigation by an approved agency . 1807.6 Group Action . Consideration shall be ...
International Conference of Building Officials. 1807.2 1808.3.2 1997 UNIFORM BUILDING CODE EXCEPTION : Other approved ... official after a foundation in- vestigation by an approved agency . 1807.6 Group Action . Consideration shall be ...
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