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Page 51
Where the occupancy separation is horizontal , structural members supporting
the separation shall be protected by equivalent fire - resistive construction . ( c )
Types of Occupancy Separations . Occupancy separations shall be classed as ...
Where the occupancy separation is horizontal , structural members supporting
the separation shall be protected by equivalent fire - resistive construction . ( c )
Types of Occupancy Separations . Occupancy separations shall be classed as ...
Page 563
In buildings not more than two stories in height and protected throughout with
smoke detectors , the distance may be increased to 90 feet . 2 . In buildings
protected throughout by an automatic sprinkler system , the distance may be
increased ...
In buildings not more than two stories in height and protected throughout with
smoke detectors , the distance may be increased to 90 feet . 2 . In buildings
protected throughout by an automatic sprinkler system , the distance may be
increased ...
Page 599
( e ) Penetrations . Penetrations in walls requiring protected openings shall be
fire - stopped . Firestopping shall be an approved material securely installed and
capable of maintaining its integrity when subjected to test temperatures
prescribed ...
( e ) Penetrations . Penetrations in walls requiring protected openings shall be
fire - stopped . Firestopping shall be an approved material securely installed and
capable of maintaining its integrity when subjected to test temperatures
prescribed ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
80 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood