Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 458
... wire mesh Portland cement plaster over metal lath wire tied to 34 " cold- rolled vertical channels with No. 18 gauge wire ties spaced 3 " to 6 " on center . Plaster mixed 1 : 2 % by volume , cement to sand Vermiculite concrete , 1 : 4 ...
... wire mesh Portland cement plaster over metal lath wire tied to 34 " cold- rolled vertical channels with No. 18 gauge wire ties spaced 3 " to 6 " on center . Plaster mixed 1 : 2 % by volume , cement to sand Vermiculite concrete , 1 : 4 ...
Page 502
... wire No. 8 gauge wire 7 i " diameter , mild steel rod1 32 " diameter , mild steel rod1 1/4 " diameter , mild steel rod1 1 " x 8 " mild steel flats2 12.5 16 18 20 22.5 25.0 Single Hangers Between Beams3 12 Double Wire Loops at Beams or ...
... wire No. 8 gauge wire 7 i " diameter , mild steel rod1 32 " diameter , mild steel rod1 1/4 " diameter , mild steel rod1 1 " x 8 " mild steel flats2 12.5 16 18 20 22.5 25.0 Single Hangers Between Beams3 12 Double Wire Loops at Beams or ...
Page 508
... wire . When lath is secured to horizontal or vertical supports not used as structural diaphragms , end joints may ... wire in welded or woven lath , the spacing of supports , and the meth- ods of attachment to wood supports shall be as ...
... wire . When lath is secured to horizontal or vertical supports not used as structural diaphragms , end joints may ... wire in welded or woven lath , the spacing of supports , and the meth- ods of attachment to wood supports shall be as ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength