Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 226
... approved preservative , all marked or branded by an approved agency , shall be nearer than six inches ( 6 ′′ ) to any earth . See Subsection 2517 ( c ) for plates and sills . EXCEPTION : Any species of untreated wood may be used in ...
... approved preservative , all marked or branded by an approved agency , shall be nearer than six inches ( 6 ′′ ) to any earth . See Subsection 2517 ( c ) for plates and sills . EXCEPTION : Any species of untreated wood may be used in ...
Page 390
... approved material attached to a backing for the purpose of ornamentation , protection , or insulation . Adhered Veneer is veneer secured and supported through adhesion to an approved bonding material applied over an approved backing ...
... approved material attached to a backing for the purpose of ornamentation , protection , or insulation . Adhered Veneer is veneer secured and supported through adhesion to an approved bonding material applied over an approved backing ...
Page 522
... APPROVED PLASTICS . Approved plastic materials shall be those specified in U.B.C. Standard No. 52-1-67 which have a flame - spread rating of 225 or less and a smoke density not greater than that obtained from the burn- ing of untreated ...
... APPROVED PLASTICS . Approved plastic materials shall be those specified in U.B.C. Standard No. 52-1-67 which have a flame - spread rating of 225 or less and a smoke density not greater than that obtained from the burn- ing of untreated ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength