Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 48
... protected by equivalent fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire - resistive , " " three - hour fire - resistive , " " two- hour fire ...
... protected by equivalent fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire - resistive , " " three - hour fire - resistive , " " two- hour fire ...
Page 100
... protected with automatic sprinkler system and the insulation is protected from the interior of the building by a thermal barrier of portland cement plaster having a 15 - minute finish rating , or other approved material having an ...
... protected with automatic sprinkler system and the insulation is protected from the interior of the building by a thermal barrier of portland cement plaster having a 15 - minute finish rating , or other approved material having an ...
Page 557
... protected as specified in Sec- tion 4306. Where fire - rated walls and partitions require protected open- ings , the following penetrations into or through such construction are per- mitted : 1. Copper or ferrous pipes or conduits may ...
... protected as specified in Sec- tion 4306. Where fire - rated walls and partitions require protected open- ings , the following penetrations into or through such construction are per- mitted : 1. Copper or ferrous pipes or conduits may ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength