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Page 197
... values for wood pressure impregnated with an approved process and preservative need no adjustment for treat- ment but are subject to other adjustments . 3. Fire - retardant treatment . The values shall be reduced 10 percent for lumber ...
... values for wood pressure impregnated with an approved process and preservative need no adjustment for treat- ment but are subject to other adjustments . 3. Fire - retardant treatment . The values shall be reduced 10 percent for lumber ...
Page 260
... values for Balsam Fir shall apply . ' The design values shown in Table No. 25 - A - 1 are applicable to lumber that will be used under dry conditions such as in most covered structures . For 2 - inch to 4 - inch thick lumber the DRY ...
... values for Balsam Fir shall apply . ' The design values shown in Table No. 25 - A - 1 are applicable to lumber that will be used under dry conditions such as in most covered structures . For 2 - inch to 4 - inch thick lumber the DRY ...
Page 261
... values shown in Table No. 25 - A - 1 shall be multiplied by the following factors : EXTREME FIBER IN BENDING " F ... values shown herein are based on the conservative assumption of the most severe checks , shakes or splits possible , as ...
... values shown in Table No. 25 - A - 1 shall be multiplied by the following factors : EXTREME FIBER IN BENDING " F ... values shown herein are based on the conservative assumption of the most severe checks , shakes or splits possible , as ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
88 other sections not shown
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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