Uniform Building Code |
From inside the book
Results 1-3 of 41
Page 563
... gypsum plaster on metal lath applied to 34 " cold - rolled channels spaced 24 inches apart vertically and wrapped flatwise around column . 12 2 2 Steel Columns and All Members of Primary Trusses 19 20 20 21 Perlite or vermiculite gypsum ...
... gypsum plaster on metal lath applied to 34 " cold - rolled channels spaced 24 inches apart vertically and wrapped flatwise around column . 12 2 2 Steel Columns and All Members of Primary Trusses 19 20 20 21 Perlite or vermiculite gypsum ...
Page 574
... gypsum plaster on one side . Facing Tile , Nonload- bearing 47 One 4 " unit cored 39 percent maximum with 3/4 " gypsum plaster on one side . Solid Gypsum Plaster 42 42 2 ' 2 ' 48 62 49 50 50 51 52 3/4 " by No. 16 gauge vertical cold ...
... gypsum plaster on one side . Facing Tile , Nonload- bearing 47 One 4 " unit cored 39 percent maximum with 3/4 " gypsum plaster on one side . Solid Gypsum Plaster 42 42 2 ' 2 ' 48 62 49 50 50 51 52 3/4 " by No. 16 gauge vertical cold ...
Page 610
... gypsum plaster or portland ce- ment plaster shall be not less than three coats when applied over metal lath or wire fabric lath and shall be not less than two coats when applied over other bases permitted by this chapter . Showers and ...
... gypsum plaster or portland ce- ment plaster shall be not less than three coats when applied over metal lath or wire fabric lath and shall be not less than two coats when applied over other bases permitted by this chapter . Showers and ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength