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Page 94
In other than Group I Occupancies an enclosure will not be required for openings
which serve only one adjacent floor and ... enclosures shall not be required for
escalators where the top of the escalator opening at each story is provided with a
...
In other than Group I Occupancies an enclosure will not be required for openings
which serve only one adjacent floor and ... enclosures shall not be required for
escalators where the top of the escalator opening at each story is provided with a
...
Page 103
Exterior Walls and Openings Sec . 1803 . ( a ) Exterior Walls . Exterior walls and
all structural members shall comply with the requirements specified in Section
504 and the fire - resistive provisions set forth in Table No . 17 - A . EXCEPTIONS
...
Exterior Walls and Openings Sec . 1803 . ( a ) Exterior Walls . Exterior walls and
all structural members shall comply with the requirements specified in Section
504 and the fire - resistive provisions set forth in Table No . 17 - A . EXCEPTIONS
...
Page 559
Glazed openings in fire doors shall not be permitted in a fire assembly required to
have a three - hour fire - resistive rating . The area of glazed openings in a fire
door required to have one and onehalf hour or one - hour fire - resistive rating ...
Glazed openings in fire doors shall not be permitted in a fire assembly required to
have a three - hour fire - resistive rating . The area of glazed openings in a fire
door required to have one and onehalf hour or one - hour fire - resistive rating ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield