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Page 571
11 12 Hollow Clay Tile , Nonload - bearing ( End or Side Construction ) . 13 One
cell in wall thickness , units at least 50 percent solid , plastered each side with % "
gypsum plaster . Two cells in wall thickness , units at least 45 percent solid .
11 12 Hollow Clay Tile , Nonload - bearing ( End or Side Construction ) . 13 One
cell in wall thickness , units at least 50 percent solid , plastered each side with % "
gypsum plaster . Two cells in wall thickness , units at least 45 percent solid .
Page 574
412 One 4 " unit cored 39 percent maximum with 3 / 4 " gypsum plaster on one
side . 47 472 48 34 " by No . 16 gauge vertical cold - rolled channels , 16 " on
center with 2 . 5 - pound flat metal lath applied to one face and tied with No .
412 One 4 " unit cored 39 percent maximum with 3 / 4 " gypsum plaster on one
side . 47 472 48 34 " by No . 16 gauge vertical cold - rolled channels , 16 " on
center with 2 . 5 - pound flat metal lath applied to one face and tied with No .
Page 576
gypsum plaster on metal lath each side mixed 1 : 2 by - weight , gypsum to sand
aggregate . 4344 3 % " No . 16 gauge approved nailable studs spaced 24 " on
center . % " neat gypsum wood fibered plaster each side over % " rib metal lath ...
gypsum plaster on metal lath each side mixed 1 : 2 by - weight , gypsum to sand
aggregate . 4344 3 % " No . 16 gauge approved nailable studs spaced 24 " on
center . % " neat gypsum wood fibered plaster each side over % " rib metal lath ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield