Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-40
... 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 ( 17.93 MPa ) for clay units , special inspection may be performed as required for fully grouted open - end ...
... 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 ( 17.93 MPa ) for clay units , special inspection may be performed as required for fully grouted open - end ...
Page 2-299
... EXCEPTION : In one- and two - story Group R , Division 3 build- ings , interior braced wall line spacing may be increased to not more than 34 feet ( 10 363 mm ) on center in order to accommodate one single room per dwelling unit not ...
... EXCEPTION : In one- and two - story Group R , Division 3 build- ings , interior braced wall line spacing may be increased to not more than 34 feet ( 10 363 mm ) on center in order to accommodate one single room per dwelling unit not ...
Page 2-417
... EXCEPTION : Walls enclosing crawl spaces . SECTION 1821 - GROUNDWATER TABLE INVESTIGATION A subsurface soils investigation shall be made in accordance with Section 1804.3 , Item 3 , to determine the possibility of the ground- water ...
... EXCEPTION : Walls enclosing crawl spaces . SECTION 1821 - GROUNDWATER TABLE INVESTIGATION A subsurface soils investigation shall be made in accordance with Section 1804.3 , Item 3 , to determine the possibility of the ground- water ...
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