Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 561
... side aisle of the row of seats at the rate of one pair of doors for each five rows of seats . 3. Each pair of exit ... Side Exits . Every auditorium of a Group A , Division 1 Occupancy shall be provided with exits on each side . The ...
... side aisle of the row of seats at the rate of one pair of doors for each five rows of seats . 3. Each pair of exit ... Side Exits . Every auditorium of a Group A , Division 1 Occupancy shall be provided with exits on each side . The ...
Page 613
... Side Con- struction ) ( Continued ) TABLE NO . 43 - B - RATED FIRE -. Brick of Clay or Shale 10 Cavity wall ... side with % " gypsum plaster . Hollow Clay 414 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at ...
... Side Con- struction ) ( Continued ) TABLE NO . 43 - B - RATED FIRE -. Brick of Clay or Shale 10 Cavity wall ... side with % " gypsum plaster . Hollow Clay 414 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at ...
Page 621
... Side 6911 Studs- Interior Partition 7011 with Wallboard Each Side 7111 7211 2 " x 4 " wood studs 16 " on center with two layers % " regular gyp- sum wallboard each side , 4d cooler nails 8 " on center first layer , 5d cooler nails 8 ...
... Side 6911 Studs- Interior Partition 7011 with Wallboard Each Side 7111 7211 2 " x 4 " wood studs 16 " on center with two layers % " regular gyp- sum wallboard each side , 4d cooler nails 8 " on center first layer , 5d cooler nails 8 ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength