Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 77
... wood and shall be designed and Framework erected as specified in Chapter 26 for concrete , Chapter 27 for steel and iron , Chapters 22 and 25 for wood and Chapter 24 for masonry . Sec . 2009. Fire - protection of steel or iron ...
... wood and shall be designed and Framework erected as specified in Chapter 26 for concrete , Chapter 27 for steel and iron , Chapters 22 and 25 for wood and Chapter 24 for masonry . Sec . 2009. Fire - protection of steel or iron ...
Page 113
... WOOD SCREWS In Pounds Per Screw KIND OF WOOD Douglas Fir Redwood Other Species GAUGE OF SCREW 12 14 16 18 20 22 24 159 198 239 287 335 400 460 124 155 190 230 272 320 372 As determined by the Building Official TABLE NO . 25 - F - SAFE ...
... WOOD SCREWS In Pounds Per Screw KIND OF WOOD Douglas Fir Redwood Other Species GAUGE OF SCREW 12 14 16 18 20 22 24 159 198 239 287 335 400 460 124 155 190 230 272 320 372 As determined by the Building Official TABLE NO . 25 - F - SAFE ...
Page 114
... wood screw used to fasten a metal plate to a wooden member or a wooden member to a wooden member shall not be subjected to a greater load causing shear and bending than the safe lateral strength of the wood screw as set forth in Table ...
... wood screw used to fasten a metal plate to a wooden member or a wooden member to a wooden member shall not be subjected to a greater load causing shear and bending than the safe lateral strength of the wood screw as set forth in Table ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
allowable unit approved bars beams bolt Bolted Joints Building Official building or structure ceiling cent Chimneys Code columns combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected fire-resistive protection flammable liquids flange floor area foot frame girders grade Group gypsum horizontal incombustible materials installed interior joints joists lath least less than one-hour live load lumber metal minimum mortar Occupancy Separation occupant load one-half inch one-hour fire-resistive construction partitions permitted piles pipe plaster plate portland cement pounds per square proscenium reinforced concrete resistance rivets shafts shear six inches slab space span specified in Chapter specified in Section square feet square inch Stairs stairway standpipes structural steel studs Table tensile stress thickness twenty feet 20 Types of Construction U.B.C. Standard unit stress vent ventilation vertical openings width wire wood