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 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
allowable angles applied approved bars beams bearing bending bolts bond building Building Official carried ceiling cement cent Class Code column compression concrete conform connections construction Cont'd covering designed determined diameter distance doors enclosures equal exceed exit extend face feet fire fire-resistive flange floor foot four framing girders grade grain Group gypsum height horizontal inches incombustible installed interior joints joists lath least length less load located masonry materials maximum metal nails occupancies one-half openings partitions permitted piles pipe placed plaster plate portion pounds per square protected reinforcement resistance rivets roof separated shear side slab solid space span specified specified in Section square feet square inch stairway steel story strength structural studs Subsection surface Table tests thickness Type U.B.C. Standard unit unit stress values vent vertical walls width wire wood