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Page 613
... percent solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 Two cells in wall thickness , units at least 49 percent solid . Hollow Clay 18 Three cells in wall thickness , units at least 40 percent ...
... percent solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 Two cells in wall thickness , units at least 49 percent solid . Hollow Clay 18 Three cells in wall thickness , units at least 40 percent ...
Page 613
... percent solid . 15 Two cells in wall thickness , units at least 40 percent solid . Hollow Clay 18 Three cells in wall thickness , units at least 40 percent solid . 12 Tile , Load- ( Continued ) TABLE NO . 43 - B - RATED FIRE -. Brick of ...
... percent solid . 15 Two cells in wall thickness , units at least 40 percent solid . Hollow Clay 18 Three cells in wall thickness , units at least 40 percent solid . 12 Tile , Load- ( Continued ) TABLE NO . 43 - B - RATED FIRE -. Brick of ...
Page 613
... percent solid . 15 Two cells in wall thickness , units at least 40 percent solid . 17 Two cells in wall thickness , units at least 49 percent solid . 8 ( Continued ) TABLE NO . 43 - B - RATED FIRE -. 41⁄4 Brick of Clay or Shale 10 Cavity ...
... percent solid . 15 Two cells in wall thickness , units at least 40 percent solid . 17 Two cells in wall thickness , units at least 49 percent solid . 8 ( Continued ) TABLE NO . 43 - B - RATED FIRE -. 41⁄4 Brick of Clay or Shale 10 Cavity ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength