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 occupancy by ... One - hour Fire - resistive Occupancy 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 occupancy by ... One - hour Fire - resistive Occupancy 48 503 UNIFORM BUILDING CODE.
Page 49
... one - hour fire - resistive construction . All openings in such separa- tion shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for Occupancy Separations . Occupancy separations shall ...
... one - hour fire - resistive construction . All openings in such separa- tion shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for Occupancy Separations . Occupancy separations shall ...
Page 51
... hour fire - resistive construction . 2. Two - hour area separation walls may terminate at the underside of roof sheathing provided that the roof has at least one - hour fire - resistive time period for a width of not less than 5 feet on ...
... hour fire - resistive construction . 2. Two - hour area separation walls may terminate at the underside of roof sheathing provided that the roof has at least one - hour fire - resistive time period for a width of not less than 5 feet on ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength