Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 205
... Veneer of brick , concrete or stone applied as specified in Section 3006 ( b ) may be supported by approved treated wood foundations when the maximum height of veneer does not exceed 25 feet above the foundation . Such veneer used as an ...
... Veneer of brick , concrete or stone applied as specified in Section 3006 ( b ) may be supported by approved treated wood foundations when the maximum height of veneer does not exceed 25 feet above the foundation . Such veneer used as an ...
Page 480
... veneer and its application shall conform to the requirements of this code . Wainscots not exceeding 4 feet in height measured above the adjacent ground elevation for exterior veneer or the finish floor elevation for interior veneer may ...
... veneer and its application shall conform to the requirements of this code . Wainscots not exceeding 4 feet in height measured above the adjacent ground elevation for exterior veneer or the finish floor elevation for interior veneer may ...
Page 482
... veneer shall be sup- ported on footings , foundations or other noncombustible support except as provided under Section 2516 . Where anchored veneer is applied more than 25 feet above the adjacent ground elevation , it shall be supported ...
... veneer shall be sup- ported on footings , foundations or other noncombustible support except as provided under Section 2516 . Where anchored veneer is applied more than 25 feet above the adjacent ground elevation , it shall be supported ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength