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Page 16
... CHAPTER 45. Permanent Occupancy of Public Property SEC . 4501. General 4502. Projection into Alleys 4503. Space Below Sidewalk 4504. Balconies and Appendages . 4505. Marquees . 4506. Awnings . 4507. Doors . CHAPTER 46. ( No Requirements ) ...
... CHAPTER 45. Permanent Occupancy of Public Property SEC . 4501. General 4502. Projection into Alleys 4503. Space Below Sidewalk 4504. Balconies and Appendages . 4505. Marquees . 4506. Awnings . 4507. Doors . CHAPTER 46. ( No Requirements ) ...
Page 125
... Chapter 16 . Structural Framework Sec . 2202. Structural framework shall be of steel or iron as specified in Chapter 27 ; concrete , as in Chapter 26 ; masonry , as in Chapter 24 ; or wood , as in Chapter 25 and this Chapter . Exterior ...
... Chapter 16 . Structural Framework Sec . 2202. Structural framework shall be of steel or iron as specified in Chapter 27 ; concrete , as in Chapter 26 ; masonry , as in Chapter 24 ; or wood , as in Chapter 25 and this Chapter . Exterior ...
Page 724
... Chapter 17 2517 Chapter 18 Chapter 19 Chapter 20 Chapter 21 Chapter 21 Chapter 22 ULTIMATE ( STRENGTH DESIGN ) . UNBURNED CLAY MASONRY UNDERPINNING ( see FOUNDATION STUDS ) UNIFORM BUILDING CODE STANDARDS UNIT STRESSES ( see WORKING ...
... Chapter 17 2517 Chapter 18 Chapter 19 Chapter 20 Chapter 21 Chapter 21 Chapter 22 ULTIMATE ( STRENGTH DESIGN ) . UNBURNED CLAY MASONRY UNDERPINNING ( see FOUNDATION STUDS ) UNIFORM BUILDING CODE STANDARDS UNIT STRESSES ( see WORKING ...
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