Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 76
... installed for use of employees only , provided they are completely enclosed by incombustible materials . ( h ) Standpipes . Standpipes shall be installed when re- quired by the provisions of Chapter 38 . ( i ) Occupancy Separations ...
... installed for use of employees only , provided they are completely enclosed by incombustible materials . ( h ) Standpipes . Standpipes shall be installed when re- quired by the provisions of Chapter 38 . ( i ) Occupancy Separations ...
Page 400
... installed on a roof having a slope of less than three inches ( 3 ′′ ) to twelve inches ( 12 " ) unless approved by the Building Official . Corrugated asbestos - cement roofing not less than five - six- teenths inch ( " ) thick may be ...
... installed on a roof having a slope of less than three inches ( 3 ′′ ) to twelve inches ( 12 " ) unless approved by the Building Official . Corrugated asbestos - cement roofing not less than five - six- teenths inch ( " ) thick may be ...
Page 405
... installed in trussed roofs , between roof and bottom chord of trusses , in all buildings exceeding twenty thousand square feet ( 20,000 sq . ft . ) of floor area . Such draft stops shall divide the under roof area into sections not to ...
... installed in trussed roofs , between roof and bottom chord of trusses , in all buildings exceeding twenty thousand square feet ( 20,000 sq . ft . ) of floor area . Such draft stops shall divide the under roof area into sections not to ...
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