Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 198
... unit masonry is that form of grouted masonry construction in which certain designated cells of hollow units are continuously filled with grout . Grouted multiwythe masonry is that form of grouted masonry construction in which the space ...
... unit masonry is that form of grouted masonry construction in which certain designated cells of hollow units are continuously filled with grout . Grouted multiwythe masonry is that form of grouted masonry construction in which the space ...
Page 594
... units . The units shall be tapped into place so as to completely fill the space between the units and the backing . The resulting thickness of mortar in back of the units shall not be less than 1/2 inch or more than 11/4 inches . 2. Units ...
... units . The units shall be tapped into place so as to completely fill the space between the units and the backing . The resulting thickness of mortar in back of the units shall not be less than 1/2 inch or more than 11/4 inches . 2. Units ...
Page 715
... units at least 45 percent solid . 6 Tile , Non- 2-1.3 load - bearing Two cells in wall thickness , units at least 45 percent solid . Plastered each side with 5/8 " gypsum plaster . 7 ( End or Side Construction ) 2-1.4 Two cells in wall ...
... units at least 45 percent solid . 6 Tile , Non- 2-1.3 load - bearing Two cells in wall thickness , units at least 45 percent solid . Plastered each side with 5/8 " gypsum plaster . 7 ( End or Side Construction ) 2-1.4 Two cells in wall ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength