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 GAUGE OF SCREW KIND OF WOOD 12 14 16 18 20 22 24 Douglas Fir Redwood 159 124 155 198 239 287 335 400 460 190 230 272 320 372 Other Species As determined by the Building Official TABLE NO . 25 - F - SAFE ...
... WOOD SCREWS In Pounds Per Screw GAUGE OF SCREW KIND OF WOOD 12 14 16 18 20 22 24 Douglas Fir Redwood 159 124 155 198 239 287 335 400 460 190 230 272 320 372 Other Species 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 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
allowable unit approved asbestos bars beams bolts Building Official building or structure ceiling cent Chimneys Code column combustible material compression compression members compressive strength conform connections Cont'd designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists lath and plaster least less than one-hour live load located lumber maximum metal minimum mortar Occupancy Separation occupant load one-half inch one-hour fire-resistive construction partitions permitted piles pipe plate portland cement pounds per square proscenium reinforced concrete resistance rivets shear side six inches slab smoke pipe space span specified in Chapter specified in Section square feet square inch Stairs stairway standpipes structural steel studs Table tensile stress tests thickness twelve inches 12 twenty feet 20 Types of Construction U.B.C. Standard unit stress vent ventilation vertical openings width wood