Uniform Building Code |
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Page 56
... liquids as specified in U.B.C. Standard No. 10-1 , dry cleaning plants us- ing flammable liquids , paint stores with bulk handling , paint shops and spray painting rooms and shops 3 - Woodworking establishments , planing mills , box ...
... liquids as specified in U.B.C. Standard No. 10-1 , dry cleaning plants us- ing flammable liquids , paint stores with bulk handling , paint shops and spray painting rooms and shops 3 - Woodworking establishments , planing mills , box ...
Page 74
... liquids . Division 2. Storage and handling of Class I , II and III - A liquids , as set forth in U.B.C. Standard No. 10-1 ; dry cleaning plants using flammable liquids ; paint stores with bulk handling ; paint shops and spray painting ...
... liquids . Division 2. Storage and handling of Class I , II and III - A liquids , as set forth in U.B.C. Standard No. 10-1 ; dry cleaning plants using flammable liquids ; paint stores with bulk handling ; paint shops and spray painting ...
Page 78
... LIQUIDS AND CHEMICALS MATERIAL 1. Flammable liquids Class I - A Class I - B Class I - C Class II 2. Combustible liquids , Class III - A 3. Combination flammable liquids ' 4. Flammable gases 5. Liquefied flammable gases 6. Flammable ...
... LIQUIDS AND CHEMICALS MATERIAL 1. Flammable liquids Class I - A Class I - B Class I - C Class II 2. Combustible liquids , Class III - A 3. Combination flammable liquids ' 4. Flammable gases 5. Liquefied flammable gases 6. Flammable ...
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