Uniform Building Code |
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Page 571
... side with " gypsum plaster . Hollow Clay 41⁄44 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at least 45 percent solid . Plastered each side with " gypsum plaster . 14 Two cells in wall thickness , units at ...
... side with " gypsum plaster . Hollow Clay 41⁄44 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at least 45 percent solid . Plastered each side with " gypsum plaster . 14 Two cells in wall thickness , units at ...
Page 574
... 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 - rolled channels , 16 ...
... 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 - rolled channels , 16 ...
Page 576
... Side 59 60 61 62 6 63 34 " by No. 18 gauge steel studs spaced 24 " on center . % " gypsum plaster on metal lath each side mixed 1 : 2 by - weight , gypsum to sand aggregate . 3 % " No. 16 gauge approved nailable ' studs spaced 24 " on ...
... Side 59 60 61 62 6 63 34 " by No. 18 gauge steel studs spaced 24 " on center . % " gypsum plaster on metal lath each side mixed 1 : 2 by - weight , gypsum to sand aggregate . 3 % " No. 16 gauge approved nailable ' studs spaced 24 " on ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 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