Uniform Building Code |
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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 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 ) ...
Page 559
... fire assembly required to have a three - hour fire- protection rating shall be of an automatic closing type as specified in Sec- tion 4306 ( b ) . Every fire assembly required to have a one and one - half hour , one - hour , or three - ...
... fire assembly required to have a three - hour fire- protection rating shall be of an automatic closing type as specified in Sec- tion 4306 ( b ) . Every fire assembly required to have a one and one - half hour , one - hour , or three - ...
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