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Page 159
... Gypsum Masonry Sec . 2406. ( a ) General . Gypsum masonry is that form of construction made with gypsum block or tile in which the units are laid and set in gyp- sum mortar . Gypsum masonry shall not be used in any bearing wall or where ...
... Gypsum Masonry Sec . 2406. ( a ) General . Gypsum masonry is that form of construction made with gypsum block or tile in which the units are laid and set in gyp- sum mortar . Gypsum masonry shall not be used in any bearing wall or where ...
Page 571
... Gypsum Plaster 51 52 22 53 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 - pound flat metal lath applied to one face and tied ...
... Gypsum Plaster 51 52 22 53 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 - pound flat metal lath applied to one face and tied ...
Page 572
... gypsum plaster applied each side 3 % * 24 Solid Perlite and 54 Portland Cement Solid Neat Wood Fibered 55 Gypsum Plaster Wallboard 4344 59 60 34 " by No. 18 gauge steel. 214 57 58 One full - length layer 2 " Type " X " gypsum wallboard ...
... gypsum plaster applied each side 3 % * 24 Solid Perlite and 54 Portland Cement Solid Neat Wood Fibered 55 Gypsum Plaster Wallboard 4344 59 60 34 " by No. 18 gauge steel. 214 57 58 One full - length layer 2 " Type " X " gypsum wallboard ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength