Uniform Building Code |
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Page 18
... automatic fire - extinguishing system . See Section 505 ( b ) for allowable floor area of multistory buildings . E. HEIGHT AND NUMBER OF STORIES : Compute the height of the building , Section 409 , from grade , Section 408 , and for the ...
... automatic fire - extinguishing system . See Section 505 ( b ) for allowable floor area of multistory buildings . E. HEIGHT AND NUMBER OF STORIES : Compute the height of the building , Section 409 , from grade , Section 408 , and for the ...
Page 542
... fire protection shall be in accordance with the Fire Code . ( c ) Alarms . When serving more than 100 sprinklers , automatic sprinkler systems shall be supervised by an approved central , proprietary or remote station service or a local ...
... fire protection shall be in accordance with the Fire Code . ( c ) Alarms . When serving more than 100 sprinklers , automatic sprinkler systems shall be supervised by an approved central , proprietary or remote station service or a local ...
Page 697
... AUTOMATIC FIRE - EXTINGUISHING SYSTEMS ( see FIRE - EXTINGUISHING SYSTEMS ) AWNINGS Definition Fixed , regulations Movable , regulations . Of plastic materials B - OCCUPANCIES BALCONY Assembly , definition Exits Exterior exit For ...
... AUTOMATIC FIRE - EXTINGUISHING SYSTEMS ( see FIRE - EXTINGUISHING SYSTEMS ) AWNINGS Definition Fixed , regulations Movable , regulations . Of plastic materials B - OCCUPANCIES BALCONY Assembly , definition Exits Exterior exit For ...
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