Uniform Building Code |
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Page 560
... gypsum plaster on metal lath applied to 3/4 " cold - rolled channels spaced 24 inches apart vertically and wrapped flatwise around column 12 Steel Columns and All 19 21 Perlite or vermiculite gypsum plaster over 2 layers of 1⁄2 " plain ...
... gypsum plaster on metal lath applied to 3/4 " cold - rolled channels spaced 24 inches apart vertically and wrapped flatwise around column 12 Steel Columns and All 19 21 Perlite or vermiculite gypsum plaster over 2 layers of 1⁄2 " plain ...
Page 571
... gypsum plaster on one side Facing Tile , Nonload- bearing 47 ( Cont'd . ) 48 49 50 Solid 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 ...
... gypsum plaster on one side Facing Tile , Nonload- bearing 47 ( Cont'd . ) 48 49 50 Solid 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 ...
Page 574
... gypsum plaster each side . Lath attached by 6d common nails , 7 " on center . Nails driven 14 " and bent over 2 " x 4 " wood studs 16 on center with " perforated or plain gypsum lath and 1⁄2 " gypsum plaster each side . Lath nailed with ...
... gypsum plaster each side . Lath attached by 6d common nails , 7 " on center . Nails driven 14 " and bent over 2 " x 4 " wood studs 16 on center with " perforated or plain gypsum lath and 1⁄2 " gypsum plaster each side . Lath nailed with ...
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