Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 24
... building inspector and other related technical officers and inspectors and other employees as shall be authorized from time to time . ( c ) Right of Entry . Whenever necessary to make an inspection to enforce any of the provisions of ...
... building inspector and other related technical officers and inspectors and other employees as shall be authorized from time to time . ( c ) Right of Entry . Whenever necessary to make an inspection to enforce any of the provisions of ...
Page 34
... building of- ficial , involves unusual hazards . ( b ) Special Inspector . The special inspector shall be a qualified person who shall demonstrate his competence , to the satisfaction of the building official , for inspection of the ...
... building of- ficial , involves unusual hazards . ( b ) Special Inspector . The special inspector shall be a qualified person who shall demonstrate his competence , to the satisfaction of the building official , for inspection of the ...
Page 35
International Conference of Building Officials. 3. The special inspector shall submit a final signed report stating wheth- er the work requiring special inspection was , to the best of his knowledge , in conformance with the approved ...
International Conference of Building Officials. 3. The special inspector shall submit a final signed report stating wheth- er the work requiring special inspection was , to the best of his knowledge , in conformance with the approved ...
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