Uniform Building Code |
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Page 615
... maximum . 6 39 One 4 " unit cored 25 percent maximum with 3/4 " gypsum plaster on one side . 434 Unglazed Facing Tile , 37 Nonload- 410 One 4 " unit with two cells in wall thickness , cored 22 percent maximum . ( Continued ) TABLE NO ...
... maximum . 6 39 One 4 " unit cored 25 percent maximum with 3/4 " gypsum plaster on one side . 434 Unglazed Facing Tile , 37 Nonload- 410 One 4 " unit with two cells in wall thickness , cored 22 percent maximum . ( Continued ) TABLE NO ...
Page 659
... Maximum Spans for Main Runners 6 7 MAXIMUM SPACING OF HANGERS OR SUPPORTS ( ALONG RUNNERS ) Minimum Sizes and Maximum Spans for Cross Furring 6 7 MAXIMUM SPACING OF RUNNERS ( TRANSVERSE ) SIZE AND TYPE OF CROSS FURRING MAXIMUM SPACING ...
... Maximum Spans for Main Runners 6 7 MAXIMUM SPACING OF HANGERS OR SUPPORTS ( ALONG RUNNERS ) Minimum Sizes and Maximum Spans for Cross Furring 6 7 MAXIMUM SPACING OF RUNNERS ( TRANSVERSE ) SIZE AND TYPE OF CROSS FURRING MAXIMUM SPACING ...
Page 679
... maximum percentage area of plastic panels in the exterior wall and the maximum square feet of any individual panel may be increased 50 percent above that set forth in Table No. 52 - A , and the separation requirements , both vertical ...
... maximum percentage area of plastic panels in the exterior wall and the maximum square feet of any individual panel may be increased 50 percent above that set forth in Table No. 52 - A , and the separation requirements , both vertical ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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