Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-277
... Veneer of brick , concrete or stone applied as specified in Section 1403.6.2 may be supported by approved treated wood foundations when the maximum height of veneer does not exceed 30 feet ( 9144 mm ) above the foundations . Such veneer ...
... Veneer of brick , concrete or stone applied as specified in Section 1403.6.2 may be supported by approved treated wood foundations when the maximum height of veneer does not exceed 30 feet ( 9144 mm ) above the foundations . Such veneer ...
Page 2-381
... veneer base , gypsum sheathing board , and gypsum wallboard may be used on wood studs for vertical diaphragms if applied in accordance with this section . Shear - resisting values shall not ex- ceed those set forth in Table 25 - I . The ...
... veneer base , gypsum sheathing board , and gypsum wallboard may be used on wood studs for vertical diaphragms if applied in accordance with this section . Shear - resisting values shall not ex- ceed those set forth in Table 25 - I . The ...
Page 2-475
... VENEER ANCHORS AEROSOL Concrete Buildings storing 309.8 Embedded anchor bolts ( in masonry ) Definition Occupancy classification 202 307.1.1 Foundation sills Timber connectors and fasteners AGED , HOMES FOR 308 , Table 10 - A Veneer ...
... VENEER ANCHORS AEROSOL Concrete Buildings storing 309.8 Embedded anchor bolts ( in masonry ) Definition Occupancy classification 202 307.1.1 Foundation sills Timber connectors and fasteners AGED , HOMES FOR 308 , Table 10 - A Veneer ...
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