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Page 176
In computing the ratio for cavity walls , the value for thickness shall be the sum of
the nominal thicknesses of the inner and outer widths of the masonry . In walls
composed of different kinds or classes of units or mortars , the ratio of height or ...
In computing the ratio for cavity walls , the value for thickness shall be the sum of
the nominal thicknesses of the inner and outer widths of the masonry . In walls
composed of different kinds or classes of units or mortars , the ratio of height or ...
Page 613
15 Two cells in wall thickness , units at least 40 percent solid . 21 1272 Two units
and three cells in wall thickness , units at least 40 percent solid . Plastered one
side with % " gypsum plaster . Three cells in wall thickness , units at least 43 ...
15 Two cells in wall thickness , units at least 40 percent solid . 21 1272 Two units
and three cells in wall thickness , units at least 40 percent solid . Plastered one
side with % " gypsum plaster . Three cells in wall thickness , units at least 43 ...
Page 613
Hollow Clay Tile , Nonload - bearing ( End or Side Construction ) 13 Two cells in
wall thickness , units at least 45 percent solid . Plastered each side with % "
gypsum plaster . Hollow Clay Tile , Loadbearing ( End or Side Construction ) ...
Hollow Clay Tile , Nonload - bearing ( End or Side Construction ) 13 Two cells in
wall thickness , units at least 45 percent solid . Plastered each side with % "
gypsum plaster . Hollow Clay Tile , Loadbearing ( End or Side Construction ) ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood