Uniform Building Code |
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Page 55
... less than 20 feet highly flammable liquids Open parking garages ( For requirements , see Section 709. ) or saucus Heliports Ws E COB See also Section 802 1005 2cDou 4 - Ice plants , power plants , pumping plants , cold storage and cream ...
... less than 20 feet highly flammable liquids Open parking garages ( For requirements , see Section 709. ) or saucus Heliports Ws E COB See also Section 802 1005 2cDou 4 - Ice plants , power plants , pumping plants , cold storage and cream ...
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
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