Uniform Building Code |
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Page 34
... Special Inspections Sec . 305. ( a ) General . In addition to the inspections to be made as specified in Section 304 , the owner shall employ a special inspector during construction on the following types of work . 1. CONCRETE : During ...
... Special Inspections Sec . 305. ( a ) General . In addition to the inspections to be made as specified in Section 304 , the owner shall employ a special inspector during construction on the following types of work . 1. CONCRETE : During ...
Page 35
... special inspector need not be present during the entire installation and tightening operation provided he has : ( i ) Inspected the surfaces and bolt type for conformance to plans and specifications prior to start of bolting . ( ii ) ...
... special inspector need not be present during the entire installation and tightening operation provided he has : ( i ) Inspected the surfaces and bolt type for conformance to plans and specifications prior to start of bolting . ( ii ) ...
Page 36
... 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 particular type of construction or operation requiring ...
... 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 particular type of construction or operation requiring ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
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 Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength