Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 145
... vertical courses or by equivalent mechanical anchorage . 2. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than two inches by three ...
... vertical courses or by equivalent mechanical anchorage . 2. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than two inches by three ...
Page 393
... Vertical openings are required to be enclosed Enclosures : as set forth in Table No. 17 - A . For enclosures of stairways When and ramps ... Vertical Openings Enclosures: When Required Elevator Enclosures Other Vertical Openings Air Ducts.
... Vertical openings are required to be enclosed Enclosures : as set forth in Table No. 17 - A . For enclosures of stairways When and ramps ... Vertical Openings Enclosures: When Required Elevator Enclosures Other Vertical Openings Air Ducts.
Page 551
... vertical if he finds it necessary for stability and safety . ( b ) Drainage Terraces . Cut slopes exceeding forty feet ( 40 ′ ) in vertical height shall be terraced at their approximate mid - height . Drainage terraces are to be a ...
... vertical if he finds it necessary for stability and safety . ( b ) Drainage Terraces . Cut slopes exceeding forty feet ( 40 ′ ) in vertical height shall be terraced at their approximate mid - height . Drainage terraces are to be a ...
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