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Page 154
... U.B.C. Standard No. 24-4 or No. 24-5 when used for bearing walls or piers or when in con- tact with ground or exposed to the weather ; or equal to the requirements set forth in U.B.C. Standard No. 24-6 when used for nonbearing purposes ...
... U.B.C. Standard No. 24-4 or No. 24-5 when used for bearing walls or piers or when in con- tact with ground or exposed to the weather ; or equal to the requirements set forth in U.B.C. Standard No. 24-6 when used for nonbearing purposes ...
Page 194
... U.B.C. Standard No. 25-9 . Approved fire - retardant treated wood shall be dried , following treat- ment , to a ... U.B.C. Standard No. 25-24 . GLUED BUILT - UP MEMBERS are structural elements , the sections of which are composed of ...
... U.B.C. Standard No. 25-9 . Approved fire - retardant treated wood shall be dried , following treat- ment , to a ... U.B.C. Standard No. 25-24 . GLUED BUILT - UP MEMBERS are structural elements , the sections of which are composed of ...
Page 304
International Conference of Building Officials. requirements and minimum elongation of the appropriate Standard prescribed above . 2. Reinforcement to be welded shall be ... U.B.C. Standard No. 27-1 , Grades A 304 2603 UNIFORM BUILDING CODE.
International Conference of Building Officials. requirements and minimum elongation of the appropriate Standard prescribed above . 2. Reinforcement to be welded shall be ... U.B.C. Standard No. 27-1 , Grades A 304 2603 UNIFORM BUILDING CODE.
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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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