Uniform Building Code |
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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 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength