Uniform Building Code |
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Page 111
... noncombustible materials . Walls and permanent partitions of Type II - F.R . buildings shall be of noncombustible fire - resistive construction except that permanent nonbear- ing partitions of one - hour or two - hour fire - resistive ...
... noncombustible materials . Walls and permanent partitions of Type II - F.R . buildings shall be of noncombustible fire - resistive construction except that permanent nonbear- ing partitions of one - hour or two - hour fire - resistive ...
Page 114
... noncombustible material . 2. In other than Groups H and I Occupancies exterior nonbearing walls may be noncombustible one - hour fire resistive where unprotected openings are permitted and noncombustible two - hour fire resistive where ...
... noncombustible material . 2. In other than Groups H and I Occupancies exterior nonbearing walls may be noncombustible one - hour fire resistive where unprotected openings are permitted and noncombustible two - hour fire resistive where ...
Page 116
... noncombustible material . 2. In other than Groups H and I Occupancies exterior nonbearing walls may be noncombustible one - hour fire resistive where unprotected openings are permitted and noncombustible two - hour fire resistive where ...
... noncombustible material . 2. In other than Groups H and I Occupancies exterior nonbearing walls may be noncombustible one - hour fire resistive where unprotected openings are permitted and noncombustible two - hour fire resistive where ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength