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Page 86
( c ) Enclosure of Atriums . Atriums shall be separated from adjacent spaces by not less than one - hour fire - resistive construction . EXCEPTION : Open exit balconies are permitted within the atrium . Openings in the atrium enclosure ...
( c ) Enclosure of Atriums . Atriums shall be separated from adjacent spaces by not less than one - hour fire - resistive construction . EXCEPTION : Open exit balconies are permitted within the atrium . Openings in the atrium enclosure ...
Page 697
EXCEPTIONS : 1. ... EXCEPTION : Swimming pool shelters are exempt from the area limitations of Section 5206 , provided such shelters do not exceed 5000 square feet in area and are not closer than 10 feet to the property line or adjacent ...
EXCEPTIONS : 1. ... EXCEPTION : Swimming pool shelters are exempt from the area limitations of Section 5206 , provided such shelters do not exceed 5000 square feet in area and are not closer than 10 feet to the property line or adjacent ...
Page 759
EXCEPTION : A noncombustible membrane structure used exclusively as a roof and located more than 25 feet above any floor , balcony or gallery is deemed to comply with the roof construction requirements for Type I and Type II fire ...
EXCEPTION : A noncombustible membrane structure used exclusively as a roof and located more than 25 feet above any floor , balcony or gallery is deemed to comply with the roof construction requirements for Type I and Type II 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