Uniform Building Code |
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Page 568
... 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 7 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 7 14 Two cells in wall thickness , units at ...
Page 571
... side Facing Tile , Nonload- bearing 47 ( Cont'd . ) 48 49 50 Solid Gypsum Plaster 51 12 52 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 channels , 16 " on ...
... side Facing Tile , Nonload- bearing 47 ( Cont'd . ) 48 49 50 Solid Gypsum Plaster 51 12 52 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 channels , 16 " on ...
Page 575
... Side ( Cont'd . ) Noncombus- tible Studs -Interior Partition with Gypsum Wallboard Each Side 70 71 72 2 " x 4 " wood studs 16 " on center with " perforated gypsum lath with 1 " hexagonal mesh of No. 20 gauge wire furred out 6 " and 1 ...
... Side ( Cont'd . ) Noncombus- tible Studs -Interior Partition with Gypsum Wallboard Each Side 70 71 72 2 " x 4 " wood studs 16 " on center with " perforated gypsum lath with 1 " hexagonal mesh of No. 20 gauge wire furred out 6 " and 1 ...
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