Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 48
... one . Where minor accessory uses do not occupy more than 10 percent of the area of any floor of a building , nor more than the basic area permitted in the ... one - hour fire - resistive construction . All 48 503 UNIFORM BUILDING CODE.
... one . Where minor accessory uses do not occupy more than 10 percent of the area of any floor of a building , nor more than the basic area permitted in the ... one - hour fire - resistive construction . All 48 503 UNIFORM BUILDING CODE.
Page 49
International Conference of Building Officials. than one - hour fire - resistive construction . All openings in such separation shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for ...
International Conference of Building Officials. than one - hour fire - resistive construction . All openings in such separation shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for ...
Page 111
... One - hour or II - N buildings shall be of 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 ...
... One - hour or II - N buildings shall be of 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 ...
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