Uniform Building Code |
From inside the book
Results 1-3 of 83
Page 137
... EXCEPTION : Where C , in Table No. 23 - J is 1.0 or more the value of I and S need not exceed 1.0 . The distribution of these forces shall be according to the gravity loads pertaining thereto . ( h ) Drift and Building Separations ...
... EXCEPTION : Where C , in Table No. 23 - J is 1.0 or more the value of I and S need not exceed 1.0 . The distribution of these forces shall be according to the gravity loads pertaining thereto . ( h ) Drift and Building Separations ...
Page 499
... EXCEPTION : This requirement shall not apply to exterior exit doors in a Group B Occupancy if there is a readily visible , durable sign on or adjacent to the door , stating " THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS . " The ...
... EXCEPTION : This requirement shall not apply to exterior exit doors in a Group B Occupancy if there is a readily visible , durable sign on or adjacent to the door , stating " THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS . " The ...
Page 513
... EXCEPTION : When the number of occupants served is less than 100 , the corridor may be 44 inches wide . Corridor walls shall be of not less than one - hour fire - resistive construc- tion with openings protected as required in Section ...
... EXCEPTION : When the number of occupants served is less than 100 , the corridor may be 44 inches wide . Corridor walls shall be of not less than one - hour fire - resistive construc- tion with openings protected as required in Section ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
88 other sections not shown
Other editions - View all
Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood