Uniform Building Code |
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Page 15
( f ) Approved Fabricators . Special inspections required by this section and elsewhere in this code shall not be required where the work is done on the premises of a fabricator registered and approved by the building official to ...
( f ) Approved Fabricators . Special inspections required by this section and elsewhere in this code shall not be required where the work is done on the premises of a fabricator registered and approved by the building official to ...
Page 201
2 Foundation redwood marked or branded by an approved agency may be used for sills in territories subject to moderate hazard , where termite damage is not frequent and when specifically approved by the building official .
2 Foundation redwood marked or branded by an approved agency may be used for sills in territories subject to moderate hazard , where termite damage is not frequent and when specifically approved by the building official .
Page 696
In Type V - N construction , doors , sash and framed openings not required to be fire protected may be glazed or equipped with approved plastic material . In types of construction other than Type V - N , openings not required to be fire ...
In Type V - N construction , doors , sash and framed openings not required to be fire protected may be glazed or equipped with approved plastic material . In types of construction other than Type V - N , openings not required to be fire ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood