Uniform Building Code |
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Page 33
... inspection shall have been made of each successive step in the construction as indicated by each of the inspections required in subsection ( d ) . There shall be a final inspection and approval on all buildings when completed and ready ...
... inspection shall have been made of each successive step in the construction as indicated by each of the inspections required in subsection ( d ) . There shall be a final inspection and approval on all buildings when completed and ready ...
Page 35
... inspections as defined in Section 305 ( e ) . For periodic in- spection , the inspector shall check qualifications of welders at start of work and then make final inspection of all welds for compliance prior to comple- tion of welding ...
... inspections as defined in Section 305 ( e ) . For periodic in- spection , the inspector shall check qualifications of welders at start of work and then make final inspection of all welds for compliance prior to comple- tion of welding ...
Page 36
... inspection of the particular type of construction or operation requiring special inspection . ( c ) Duties and Responsibilities of the Special Inspector . 1. The special inspector shall observe the work assigned to be certain it ...
... inspection of the particular type of construction or operation requiring special inspection . ( c ) Duties and Responsibilities of the Special Inspector . 1. The special inspector shall observe the work assigned to be certain it ...
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