Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 157
... inches ( 3 " ) . H = 70 when length of split is approximately six inches ( 6 " ) . " For Beams and Stringers and for Posts and Timbers : H = 100 when length of split is equal to three- fourths the nominal narrow face dimension . H = 90 ...
... inches ( 3 " ) . H = 70 when length of split is approximately six inches ( 6 " ) . " For Beams and Stringers and for Posts and Timbers : H = 100 when length of split is equal to three- fourths the nominal narrow face dimension . H = 90 ...
Page 191
... six inches ( 6 " ) nominal in width and not less than ten inches ( 10 ′′ ) nominal in depth . Framed or glued - laminated arches which spring from the floor line and support floor loads shall be not less than eight inches ( 8 ...
... six inches ( 6 " ) nominal in width and not less than ten inches ( 10 ′′ ) nominal in depth . Framed or glued - laminated arches which spring from the floor line and support floor loads shall be not less than eight inches ( 8 ...
Page 351
... six inches ( 6 " ) beyond the limits of the firebox . Metal hoods shall be kept a minimum of eighteen inches ( 18 " ) from com- bustible materials unless approved for reduced clearances . ( d ) Metal Heat Circulators . Approved metal ...
... six inches ( 6 " ) beyond the limits of the firebox . Metal hoods shall be kept a minimum of eighteen inches ( 18 " ) from com- bustible materials unless approved for reduced clearances . ( d ) Metal Heat Circulators . Approved metal ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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Common terms and phrases
allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles