Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 613
... Plastered each side with " gypsum plaster . 5 16 Two cells in wall thickness , units at least 40 percent solid . Plastered one side with % " gypsum plaster . dai 82 17 Hollow Clay 18 Two cells in wall thickness , units at least 49 ...
... Plastered each side with " gypsum plaster . 5 16 Two cells in wall thickness , units at least 40 percent solid . Plastered one side with % " gypsum plaster . dai 82 17 Hollow Clay 18 Two cells in wall thickness , units at least 49 ...
Page 619
... plaster mixed 1 : 1 by weight gypsum to sand aggregate applied on 3.4 pound metal lath wire tied to studs , each side . 34 " plaster applied over each face , including finish coat . 444 ( Continued ) 4 Hr . 3 Hr . 2 Hr . 1. 6011 6111 ...
... plaster mixed 1 : 1 by weight gypsum to sand aggregate applied on 3.4 pound metal lath wire tied to studs , each side . 34 " plaster applied over each face , including finish coat . 444 ( Continued ) 4 Hr . 3 Hr . 2 Hr . 1. 6011 6111 ...
Page 664
... PLASTER ' FINISHED THICKNESS OF PLASTER FROM FACE OF LATH , MASONRY , CONCRETE For fire - resistive construction , see Tables No. 43 - A , No. 43 - B and No. 43 - C . Gypsum Plaster 5 % " minimum 2 5 % " minimum 2 11⁄2 " minimum 1⁄2 ...
... PLASTER ' FINISHED THICKNESS OF PLASTER FROM FACE OF LATH , MASONRY , CONCRETE For fire - resistive construction , see Tables No. 43 - A , No. 43 - B and No. 43 - C . Gypsum Plaster 5 % " minimum 2 5 % " minimum 2 11⁄2 " minimum 1⁄2 ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength