Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 434
... chimney shall support any structural load other than its own weight unless it is designed to act as a supporting member . Chimneys in wood - frame buildings shall be anchored laterally at the ceiling line and at each floor line which is ...
... chimney shall support any structural load other than its own weight unless it is designed to act as a supporting member . Chimneys in wood - frame buildings shall be anchored laterally at the ceiling line and at each floor line which is ...
Page 435
... Chimneys below the chimney connector entrance and extending for a ( Continued ) distance of at least twenty - five feet ( 25 ' ) above the chimney connector entrance . Chimneys extending twenty - five feet ( 25 ′ ) or less above the chimney ...
... Chimneys below the chimney connector entrance and extending for a ( Continued ) distance of at least twenty - five feet ( 25 ' ) above the chimney connector entrance . Chimneys extending twenty - five feet ( 25 ′ ) or less above the chimney ...
Page 437
... chimney walls when built within a structure , or within one inch ( 1 " ) when the chimney is built entirely outside the struc- ture . For special conditions covering fireplaces see Section 3704 . ( m ) Termination . All incinerator chimneys ...
... chimney walls when built within a structure , or within one inch ( 1 " ) when the chimney is built entirely outside the struc- ture . For special conditions covering fireplaces see Section 3704 . ( m ) Termination . All incinerator chimneys ...
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