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 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood