Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 715
... Side Construction ) 2-1.4 Two cells in wall thickness , units at least 60 percent solid . Plastered each side with 5/8 " gypsum plaster . 5 3-1.1 Two cells in wall thickness , units at least 40 percent solid . 8 3-1.2 Two cells in wall ...
... Side Construction ) 2-1.4 Two cells in wall thickness , units at least 60 percent solid . Plastered each side with 5/8 " gypsum plaster . 5 3-1.1 Two cells in wall thickness , units at least 40 percent solid . 8 3-1.2 Two cells in wall ...
Page 716
... Side 4. Combination 4-1.1 4 " brick and 8 " tile . 12 of Clay Brick and Load- 4-1.2 4 " brick and 4 " tile . 8 ... side with 5/8 " gypsum plaster . 9 3. Hollow Clay 3-2.4 Tile , Load- Three cells in wall thickness , units at least 43 ...
... Side 4. Combination 4-1.1 4 " brick and 8 " tile . 12 of Clay Brick and Load- 4-1.2 4 " brick and 4 " tile . 8 ... side with 5/8 " gypsum plaster . 9 3. Hollow Clay 3-2.4 Tile , Load- Three cells in wall thickness , units at least 43 ...
Page 720
... Side 13-1.4 CONSTRUCTION 1 " regular gypsum V - edge full - length backing board attached to both sides of wood or metal top and bottom runners with nails or 15/8 " drywall screws at 24 " on center . Minimum width of runners 15/8 ...
... Side 13-1.4 CONSTRUCTION 1 " regular gypsum V - edge full - length backing board attached to both sides of wood or metal top and bottom runners with nails or 15/8 " drywall screws at 24 " on center . Minimum width of runners 15/8 ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength