Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 95
... metal gauge with all joints in such sheet metal locklapped . All openings into any such vertical enclosure shall be protected by metal or metal - clad doors with either metal or metal - clad jambs , casings , or frames . 2. Vertical ...
... metal gauge with all joints in such sheet metal locklapped . All openings into any such vertical enclosure shall be protected by metal or metal - clad doors with either metal or metal - clad jambs , casings , or frames . 2. Vertical ...
Page 271
... metal core brackets or connections at a stress of not more than 0.35 " fe " " based on an area of “ A ” . Metal core and reinforcement . The cross - sectional area of the metal core shall not exceed 20 per cent of the gross area of the ...
... metal core brackets or connections at a stress of not more than 0.35 " fe " " based on an area of “ A ” . Metal core and reinforcement . The cross - sectional area of the metal core shall not exceed 20 per cent of the gross area of the ...
Page 508
... Metal Plaster Bases . The type and weight of metal lath , and the gauge and spacing of wire in welded or woven lath , the spacing of supports , and the meth- ods of attachment to wood supports shall be as set forth in Tables No. 47 - B ...
... Metal Plaster Bases . The type and weight of metal lath , and the gauge and spacing of wire in welded or woven lath , the spacing of supports , and the meth- ods of attachment to wood supports shall be as set forth in Tables No. 47 - B ...
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