Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 48
... fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire - resistive , " " three - hour fire ... fire - resistive construction . All 48 503 UNIFORM BUILDING CODE.
... fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " four - hour fire - resistive , " " three - hour fire ... fire - resistive construction . All 48 503 UNIFORM BUILDING CODE.
Page 103
International Conference of Building Officials. Definition Chapter 18 TYPE I FIRE - RESISTIVE BUILDINGS Sec . 1801. The structural elements in Type I fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and ...
International Conference of Building Officials. Definition Chapter 18 TYPE I FIRE - RESISTIVE BUILDINGS Sec . 1801. The structural elements in Type I fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and ...
Page 111
... fire - resistive construction except that permanent nonbear- ing partitions of one - hour or two - hour fire - resistive construction , which are not part of a shaft enclosure , may have fire - retardant treated wood ( see Section 407 ) ...
... fire - resistive construction except that permanent nonbear- ing partitions of one - hour or two - hour fire - resistive construction , which are not part of a shaft enclosure , may have fire - retardant treated wood ( see Section 407 ) ...
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