Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 94
Interior partitions shall be of one - hour fire - resistive construction or may be of solid wood construction formed of two layers of one - inch ( 1 " ) nominal matched boards or of solid wood laminated construction not less than three ...
Interior partitions shall be of one - hour fire - resistive construction or may be of solid wood construction formed of two layers of one - inch ( 1 " ) nominal matched boards or of solid wood laminated construction not less than three ...
Page 99
Structural framework shall be of steel , iron , rein- Structural forced concrete , masonry or wood and shall be designed and Framework erected as specified in Chapter 26 for reinforced concrete , Chapter 27 for steel and iron , Chapters ...
Structural framework shall be of steel , iron , rein- Structural forced concrete , masonry or wood and shall be designed and Framework erected as specified in Chapter 26 for reinforced concrete , Chapter 27 for steel and iron , Chapters ...
Page 135
25 - D - SAFE LATERAL RESISTANCE OF WOOD SCREWS In Pounds Per Screw Gauge of Screw Kind of Wood 20 Douglas fir Redwood Other Species 12 14 16 18 22 24 159 198 239 287 335 400 460 124 155 190 230 272 320 372 As determined by the building ...
25 - D - SAFE LATERAL RESISTANCE OF WOOD SCREWS In Pounds Per Screw Gauge of Screw Kind of Wood 20 Douglas fir Redwood Other Species 12 14 16 18 22 24 159 198 239 287 335 400 460 124 155 190 230 272 320 372 As determined by the building ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
1 other sections not shown
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Common terms and phrases
Allowable applied approved bars base beams bearing bending bolts Building Inspector carry cement cent Chapter chimneys clay coat Code column compression concrete conform connected construction covering Definition designed diameter direction distance doors Enclosure exceed exit extend exterior walls face feet Fire fire-resistive construction floor foot forms foundation four frame girders grade Group gypsum height horizontal inches iron joints joists lath least length less light load located masonry materials maximum metal occupancy one-half one-hour openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforced reinforced concrete resist rivets roof Separation shear side slab solid space span Special specified specified in Section stair stairways Standard steel story street strength stresses Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone