Uniform Building Code |
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Page 485
... applied by starting at the low spots and work- ing toward the ridges , with felts and cap sheets applied in shingle fashion to drain water . Felts and cap sheets shall be applied in solid uniform mop- pings of bitumen . 3. Shingle ...
... applied by starting at the low spots and work- ing toward the ridges , with felts and cap sheets applied in shingle fashion to drain water . Felts and cap sheets shall be applied in solid uniform mop- pings of bitumen . 3. Shingle ...
Page 576
... applied full length ver- tically , second layer applied horizontally or vertically 2 " x 4 " wood studs 16 " on center with two layers 1/2 " regular gyp sum wallboard applied vertically or horizontally each side , joints staggered ...
... applied full length ver- tically , second layer applied horizontally or vertically 2 " x 4 " wood studs 16 " on center with two layers 1/2 " regular gyp sum wallboard applied vertically or horizontally each side , joints staggered ...
Page 610
... applied over base coats which have been in place for the time periods set forth in Table No. 47 - F . The third or finish coat shall be applied with sufficient material and pressure to bond to and to cover the brown coat and shall be of ...
... applied over base coats which have been in place for the time periods set forth in Table No. 47 - F . The third or finish coat shall be applied with sufficient material and pressure to bond to and to cover the brown coat and shall be of ...
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