Uniform Building Code |
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Page 160
... Joints . Every exterior glass block panel shall be provided with 2 - inch expansion joints at the sides and top . Expansion joints shall be entirely free of mortar , and shall be filled with resilient material . Stone Masonry Sec . 2409 ...
... Joints . Every exterior glass block panel shall be provided with 2 - inch expansion joints at the sides and top . Expansion joints shall be entirely free of mortar , and shall be filled with resilient material . Stone Masonry Sec . 2409 ...
Page 163
... joints . Masonry headers shall not project into the grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than 34 inch in thickness . In members of three or more tiers in thickness , interior bricks ...
... joints . Masonry headers shall not project into the grout space . 2. All longitudinal vertical joints shall be grouted and shall be not less than 34 inch in thickness . In members of three or more tiers in thickness , interior bricks ...
Page 437
... Joints . The minimum amount of laps on lap joints shall be five times the thickness of the thinner part joined and not less than 1 inch . Lap joints joining plates or bars subjected to axial stress shall be fillet welded along the edge ...
... Joints . The minimum amount of laps on lap joints shall be five times the thickness of the thinner part joined and not less than 1 inch . Lap joints joining plates or bars subjected to axial stress shall be fillet welded along the edge ...
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