Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 718
... plaster on one side . 7-1.8 bearing 8. Solid Gypsum Plaster 8-1.1 8-1.2 8-1.3 One 4 " unit cored 39 percent maximum with 3/4 " gypsum plaster on one side . 3/4 " by No. 16 gauge vertical cold - rolled channels , 16 " on center with 2.5 ...
... plaster on one side . 7-1.8 bearing 8. Solid Gypsum Plaster 8-1.1 8-1.2 8-1.3 One 4 " unit cored 39 percent maximum with 3/4 " gypsum plaster on one side . 3/4 " by No. 16 gauge vertical cold - rolled channels , 16 " on center with 2.5 ...
Page 755
... plaster application . Where lath on vertical surfaces extends between rafters or other similar project- ing members , solid backing shall be installed to provide support for lath and attach- ments . Gypsum lath or gypsum board shall not ...
... plaster application . Where lath on vertical surfaces extends between rafters or other similar project- ing members , solid backing shall be installed to provide support for lath and attach- ments . Gypsum lath or gypsum board shall not ...
Page 768
International Conference of Building Officials. PLASTER BASE 1. Expanded Metal Lath FINISHED THICKNESS OF PLASTER FROM FACE OF LATH , MASONRY , CONCRETE Gypsum Plaster 5/8 " minimum2 Portland Cement Plaster 5/8 " minimum2 TABLE NO . 47 ...
International Conference of Building Officials. PLASTER BASE 1. Expanded Metal Lath FINISHED THICKNESS OF PLASTER FROM FACE OF LATH , MASONRY , CONCRETE Gypsum Plaster 5/8 " minimum2 Portland Cement Plaster 5/8 " minimum2 TABLE NO . 47 ...
Contents
Organization and Enforcement | 5 |
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 ceiling 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