Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 108
... section at full power within 60 seconds of such normal ser- vice failure . System supervisions with manual start and ... signs and exit illumination shall be transferable to the standby source . 2. Standby lighting . Standby lighting ...
... section at full power within 60 seconds of such normal ser- vice failure . System supervisions with manual start and ... signs and exit illumination shall be transferable to the standby source . 2. Standby lighting . Standby lighting ...
Page 506
... signs shall be provided as specified in Section 3312 ( b ) . ( i ) Distance Between Landings . There shall be not more than 12 feet vertically between landings . ( j ) Handrails . Stairways shall have handrails on each side , and every ...
... signs shall be provided as specified in Section 3312 ( b ) . ( i ) Distance Between Landings . There shall be not more than 12 feet vertically between landings . ( j ) Handrails . Stairways shall have handrails on each side , and every ...
Page 512
... Signs and Illumination Sec . 3312. ( a ) Exit Illumination . Exits shall be illuminated at any time the building is ... signs ) when these are required for exit sign illumination . See Section 3312 ( c ) . ( b ) Exit Signs . At every ...
... Signs and Illumination Sec . 3312. ( a ) Exit Illumination . Exits shall be illuminated at any time the building is ... signs ) when these are required for exit sign illumination . See Section 3312 ( c ) . ( b ) Exit Signs . At every ...
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