Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 485
... gauge . Flat steel sheets shall be not less than No. 30 galvanized sheet gauge . Other ferrous sections or shapes shall be not less than No. 26 galvanized sheet gauge . Flat nonferrous sheets and shingles shall be not less than No. 28 B ...
... gauge . Flat steel sheets shall be not less than No. 30 galvanized sheet gauge . Other ferrous sections or shapes shall be not less than No. 26 galvanized sheet gauge . Flat nonferrous sheets and shingles shall be not less than No. 28 B ...
Page 576
... gauge angle flanges and No. 7 gauge wire diagonals . " perforated gypsum lath attached to the studs each side with No. 12 gauge wire clips at horizontal and vertical joints . 1⁄2 " gyp- sum plaster applied each side mixed 1 : 2 by ...
... gauge angle flanges and No. 7 gauge wire diagonals . " perforated gypsum lath attached to the studs each side with No. 12 gauge wire clips at horizontal and vertical joints . 1⁄2 " gyp- sum plaster applied each side mixed 1 : 2 by ...
Page 583
... gauge self - furred exterior lath attached with 8d by 22 " long galvanized roofing nails spaced 6 " on center along ... gauge woven wire lath furred out 6 " and 1 " perlite or vermiculite gyp- sum plaster each side . Lath nailed with 1 ...
... gauge self - furred exterior lath attached with 8d by 22 " long galvanized roofing nails spaced 6 " on center along ... gauge woven wire lath furred out 6 " and 1 " perlite or vermiculite gyp- sum plaster each side . Lath nailed with 1 ...
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