Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 55
... less than 5 feet Protected less than 20 feet 1 - Storage and handling of hazardous and highly flammable or ex- plosive materials other than flammable liquids See Chapter 9 and the Fire Code ' Group E , Divisions 2 and 3 Occupancies ...
... less than 5 feet Protected less than 20 feet 1 - Storage and handling of hazardous and highly flammable or ex- plosive materials other than flammable liquids See Chapter 9 and the Fire Code ' Group E , Divisions 2 and 3 Occupancies ...
Page 117
... less than 6 inches in width and not less than 10 inches in depth . Framed sawn timber or structural glued - laminated timber arches , which spring from the floor line and support floor loads , shall be not less than 8 inches in any ...
... less than 6 inches in width and not less than 10 inches in depth . Framed sawn timber or structural glued - laminated timber arches , which spring from the floor line and support floor loads , shall be not less than 8 inches in any ...
Page 488
... less than 18 - inch - wide strips of not less than Type 30 felt shingled between each course in such a manner that no felt is exposed to the weather below the shake butts . Weather exposures shall not exceed those set forth in Table No ...
... less than 18 - inch - wide strips of not less than Type 30 felt shingled between each course in such a manner that no felt is exposed to the weather below the shake butts . Weather exposures shall not exceed those set forth in Table No ...
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