Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 563
... gypsum plaster over 2 layers of 1⁄2 " plain full - length gypsum lath applied tight to column flanges . Lath wrapped with 1 " hexagonal mesh of No. 20 gauge wire and tied with doubled No. 18 gauge wire ties spaced 23 " on center . For ...
... gypsum plaster over 2 layers of 1⁄2 " plain full - length gypsum lath applied tight to column flanges . Lath wrapped with 1 " hexagonal mesh of No. 20 gauge wire and tied with doubled No. 18 gauge wire ties spaced 23 " on center . For ...
Page 583
... gypsum lath with 1 " hexagonal mesh of No. 20 gauge woven wire lath furred out 6 " and 1 " perlite or vermiculite gyp- sum plaster each side . Lath nailed with 1 % " by No. 13 gauge by 1 % 4 " head plasterboard blued nails spaced 5 " on ...
... gypsum lath with 1 " hexagonal mesh of No. 20 gauge woven wire lath furred out 6 " and 1 " perlite or vermiculite gyp- sum plaster each side . Lath nailed with 1 % " by No. 13 gauge by 1 % 4 " head plasterboard blued nails spaced 5 " on ...
Page 608
... Gypsum Lath . The thickness , spacing of supports and the method of attachment of gypsum lath shall be as set forth in Tables No. 47 - B and No. 47 - C . Approved wire and sheet metal attachment clips may be used . Gypsum lath shall be ...
... Gypsum Lath . The thickness , spacing of supports and the method of attachment of gypsum lath shall be as set forth in Tables No. 47 - B and No. 47 - C . Approved wire and sheet metal attachment clips may be used . Gypsum lath shall be ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength