Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 213
... installed to reinforce the double plate above . 4. Framing details . Studs shall be placed with their wide dimension perpendicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION ...
... installed to reinforce the double plate above . 4. Framing details . Studs shall be placed with their wide dimension perpendicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION ...
Page 281
... installed , or finish floor is 22 - inch wood strip . Allowable uniform load based on deflection of 1/360 of span is 165 pounds per square foot . ' May be 16 - inch if 22 - inch wood strip flooring is installed at right angles to joists ...
... installed , or finish floor is 22 - inch wood strip . Allowable uniform load based on deflection of 1/360 of span is 165 pounds per square foot . ' May be 16 - inch if 22 - inch wood strip flooring is installed at right angles to joists ...
Page 487
... installed in an approved manner . D. Asbestos - cement shingles . Asbestos - cement shingles shall comply with U.B.C. Standard No. 32-9 and shall be installed in an approved manner . E. Metal shingles . Metal shingles shall be applied ...
... installed in an approved manner . D. Asbestos - cement shingles . Asbestos - cement shingles shall comply with U.B.C. Standard No. 32-9 and shall be installed in an approved manner . E. Metal shingles . Metal shingles shall be applied ...
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