Uniform Building Code |
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Page 48
... separation is horizontal , structural members sup- porting the separation shall be protected by equivalent fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " Four - hour ...
... separation is horizontal , structural members sup- porting the separation shall be protected by equivalent fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " Four - hour ...
Page 49
... separated from other Group H Occupancies or from Group B Occupancies . 2. In Groups A , Division 1 , E and I Occupancies a three - hour occupancy separation is permitted from a Group B , Division 1 Occupancy used only as a garage for ...
... separated from other Group H Occupancies or from Group B Occupancies . 2. In Groups A , Division 1 , E and I Occupancies a three - hour occupancy separation is permitted from a Group B , Division 1 Occupancy used only as a garage for ...
Page 51
... separation walls shall extend from the foundation to a point at least 30 inches above the roof . EXCEPTIONS : 1. Area separation walls may terminate at the roof soffit provided the roof is of at least two - hour fire - resistive ...
... separation walls shall extend from the foundation to a point at least 30 inches above the roof . EXCEPTIONS : 1. Area separation walls may terminate at the roof soffit provided the roof is of at least two - hour fire - resistive ...
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