Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-39
... inspection of the particular type of con- struction or operation requiring special inspection . 1701.3 Duties and Responsibilities of the Special Inspec- tor . The special inspector shall observe the work assigned for conformance to the ...
... inspection of the particular type of con- struction or operation requiring special inspection . 1701.3 Duties and Responsibilities of the Special Inspec- tor . The special inspector shall observe the work assigned for conformance to the ...
Page 2-40
... inspection of grout space , immediately prior to closing of clean- outs , and during all grouting operations . EXCEPTION : For hollow - unit masonry where the f'm is no more than 1,500 psi ( 10.34 MPa ) for concrete units or 2,600 psi ...
... inspection of grout space , immediately prior to closing of clean- outs , and during all grouting operations . EXCEPTION : For hollow - unit masonry where the f'm is no more than 1,500 psi ( 10.34 MPa ) for concrete units or 2,600 psi ...
Page 2-41
... inspection re- quirements of Section 1701.5 . A program for this testing shall be established by the person responsible for structural design and as shown on plans and specifications . As a minimum , this program shall include the ...
... inspection re- quirements of Section 1701.5 . A program for this testing shall be established by the person responsible for structural design and as shown on plans and specifications . As a minimum , this program shall include the ...
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