Uniform Building Code |
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Page 546
Every story or portion thereof having an occupant load of 501 to 1000 shall have
not less than three exits . ... load of that story plus the percentages of the
occupant loads of floors which exit through the level under consideration as
follows : 1 .
Every story or portion thereof having an occupant load of 501 to 1000 shall have
not less than three exits . ... load of that story plus the percentages of the
occupant loads of floors which exit through the level under consideration as
follows : 1 .
Page 558
Exit Courts Sec . 3311 . ( a ) General . Every exit court shall discharge into a
public way or exit passageway . ( b ) Width . Exit court minimum widths shall be
determined in accordance with provisions of Section 3303 based on the
occupant load ...
Exit Courts Sec . 3311 . ( a ) General . Every exit court shall discharge into a
public way or exit passageway . ( b ) Width . Exit court minimum widths shall be
determined in accordance with provisions of Section 3303 based on the
occupant load ...
Page 709
Exit requirements for the covered mall building shall be based on the occupant
load thus determined . The occupant load of anchor stores opening into the mall
shall not be included in determining exit requirements for the mall . ( c ) Number
of ...
Exit requirements for the covered mall building shall be based on the occupant
load thus determined . The occupant load of anchor stores opening into the mall
shall not be included in determining exit requirements for the mall . ( c ) Number
of ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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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