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Page 563
... 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 three - coat work the plaster mix for the second coat shall not ex ...
... 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 three - coat work the plaster mix for the second coat shall not ex ...
Page 609
... lath , and the gauge and spacing of wire in welded or woven lath , the spac- ing of supports , and the methods of attachment to wood supports shall be as set forth in Tables No. 47 - B and No. 47 - C . Metal lath shall be attached to ...
... lath , and the gauge and spacing of wire in welded or woven lath , the spac- ing of supports , and the methods of attachment to wood supports shall be as set forth in Tables No. 47 - B and No. 47 - C . Metal lath shall be attached to ...
Page 619
... Lath ( perforated ) 16 167 16 16 24 24 24 24 11. 1⁄2 " Gypsum Lath ( plain ) ' For fire - resistive construction , see Tables No. 43 - A , No. 43 - B and No. 43 - C . For shear - resisting elements , see Table No. 47 - I . Metal lath , wire ...
... Lath ( perforated ) 16 167 16 16 24 24 24 24 11. 1⁄2 " Gypsum Lath ( plain ) ' For fire - resistive construction , see Tables No. 43 - A , No. 43 - B and No. 43 - C . For shear - resisting elements , see Table No. 47 - I . Metal lath , wire ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength