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Page 43
... noncombustible within the meaning of this Section . 2. Material having a structural base of noncombustible material as defined in Item No. 1 above , with surfacing material not over 1⁄2 inch thick which has a flame - spread rating of 50 ...
... noncombustible within the meaning of this Section . 2. Material having a structural base of noncombustible material as defined in Item No. 1 above , with surfacing material not over 1⁄2 inch thick which has a flame - spread rating of 50 ...
Page 119
... noncombustible materials . Type II , One - hour buildings shall be of noncombustible construction and one - hour fire resistive throughout except that permanent nonbearing partitions may use fire - retardant treated wood ( see Section ...
... noncombustible materials . Type II , One - hour buildings shall be of noncombustible construction and one - hour fire resistive throughout except that permanent nonbearing partitions may use fire - retardant treated wood ( see Section ...
Page 121
... noncombustible materials and shall com- ply with the fire - resistive requirements set forth in Section 504 and ... noncombustible material . 2. In other than Groups H and I Occupancies exterior nonbearing walls may be noncombustible one ...
... noncombustible materials and shall com- ply with the fire - resistive requirements set forth in Section 504 and ... noncombustible material . 2. In other than Groups H and I Occupancies exterior nonbearing walls may be noncombustible one ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength