Uniform Building Code |
From inside the book
Results 1-3 of 90
Page 219
... accordance with Section 2515 and Table No. 25-0 . E. Gypsum sheathing panels not less than 1⁄2 inch thick on studs spaced not over 16 inches on center when installed in accordance with Table No. 47 - I . F. Particleboard Exterior Type 2 ...
... accordance with Section 2515 and Table No. 25-0 . E. Gypsum sheathing panels not less than 1⁄2 inch thick on studs spaced not over 16 inches on center when installed in accordance with Table No. 47 - I . F. Particleboard Exterior Type 2 ...
Page 354
... accordance with Section 2611 ( 1 ) 1 , and a maximum increase of 75 percent is permitted if shearhead rein- forcement is provided in accordance with Section 2611 ( 1 ) 2 . ( 1 ) Shear Reinforcement in Slabs and Footings . 1. Shear ...
... accordance with Section 2611 ( 1 ) 1 , and a maximum increase of 75 percent is permitted if shearhead rein- forcement is provided in accordance with Section 2611 ( 1 ) 2 . ( 1 ) Shear Reinforcement in Slabs and Footings . 1. Shear ...
Page 407
... accordance with U.B.C. Standard No. 27-2 . Where structural steel is furnished to a specified minimum yield point greater than 36,000 pounds per square inch , the ASTM or other specification designation shall be marked thereon in accordance ...
... accordance with U.B.C. Standard No. 27-2 . Where structural steel is furnished to a specified minimum yield point greater than 36,000 pounds per square inch , the ASTM or other specification designation shall be marked thereon in accordance ...
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