Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 88
... furred ceiling , the prescribed ceiling height is required in two - thirds the area thereof , but in no case shall the height of the furred ceiling be less than 7 feet . ( b ) Floor Area . Every dwelling unit shall have at least one ...
... furred ceiling , the prescribed ceiling height is required in two - thirds the area thereof , but in no case shall the height of the furred ceiling be less than 7 feet . ( b ) Floor Area . Every dwelling unit shall have at least one ...
Page 562
... furring. STRUCTURAL PARTS TO BE PROTECTED ITEM NUMBER 11 INSULATING MATERIAL USED 4 Hr . MINIMUM THICKNESS OF INSULATING ... furred 1 % " from column flanges . Sheets lapped at ends and tied at 6 " intervals with No. 18 gauge tie wire ...
... furring. STRUCTURAL PARTS TO BE PROTECTED ITEM NUMBER 11 INSULATING MATERIAL USED 4 Hr . MINIMUM THICKNESS OF INSULATING ... furred 1 % " from column flanges . Sheets lapped at ends and tied at 6 " intervals with No. 18 gauge tie wire ...
Page 583
... furred exterior lath attached with 8d by 22 " long galvanized roofing nails spaced 6 " on center along each stud . Ex- terior cement plaster consisting of a 1⁄2 " scratch coat , and a 1⁄2 " brown coat is then applied . The plaster may ...
... furred exterior lath attached with 8d by 22 " long galvanized roofing nails spaced 6 " on center along each stud . Ex- terior cement plaster consisting of a 1⁄2 " scratch coat , and a 1⁄2 " brown coat is then applied . The plaster may ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength