Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 54
... feet , 1 hour elsewhere 2 hours less than 5 feet , 1 hour elsewhere 1 - Gasoline and service stations , storage garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding , or the use ...
... feet , 1 hour elsewhere 2 hours less than 5 feet , 1 hour elsewhere 1 - Gasoline and service stations , storage garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding , or the use ...
Page 55
... feet highly flammable liquids Open parking garages ( For requirements , see Section 709. ) Heliports Not permitted less than 5 feet Protected less than 20 feet 1 - Storage and handling of hazardous and highly flammable or ex- plosive ...
... feet highly flammable liquids Open parking garages ( For requirements , see Section 709. ) Heliports Not permitted less than 5 feet Protected less than 20 feet 1 - Storage and handling of hazardous and highly flammable or ex- plosive ...
Page 527
... feet in height above the roof when used as an enclosure for tanks or for elevators which run to the roof and in all other cases shall not extend more than 12 feet in height above the roof . ( b ) Area . The aggregate area of all ...
... feet in height above the roof when used as an enclosure for tanks or for elevators which run to the roof and in all other cases shall not extend more than 12 feet in height above the roof . ( b ) Area . The aggregate area of all ...
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