Uniform Building Code |
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Page 165
... vertical courses or by equivalent mechanical anchorage . 2. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than 2 inches by 3 inches ...
... vertical courses or by equivalent mechanical anchorage . 2. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than 2 inches by 3 inches ...
Page 376
... vertical panel edge on one side and a line parallel to this edge and at a distance ( C + 2t ) therefrom on the side . The allowable compressive stress on this effective column when de- signed under Section 2608 ( j ) 2 shall be : fc ...
... vertical panel edge on one side and a line parallel to this edge and at a distance ( C + 2t ) therefrom on the side . The allowable compressive stress on this effective column when de- signed under Section 2608 ( j ) 2 shall be : fc ...
Page 504
... vertical to 10 horizontal . The slope of other ramps shall not exceed one vertical to 8 horizontal . ( d ) Landings . Ramps having slopes greater than one vertical to 15 horizontal shall have landings at the top and bottom and at least ...
... vertical to 10 horizontal . The slope of other ramps shall not exceed one vertical to 8 horizontal . ( d ) Landings . Ramps having slopes greater than one vertical to 15 horizontal shall have landings at the top and bottom and at least ...
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