Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 205
... supported by wood framing . 4. 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 ...
... supported by wood framing . 4. 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 ...
Page 211
... supported on masonry or concrete shall have not less than 3 inches of bearing . ( d ) Floor Joists . 1. General . Spans for joists shall be in accordance with Table No. 25 - T - J - 1 . 2. Bearing . Except where supported on a 1 - inch ...
... supported on masonry or concrete shall have not less than 3 inches of bearing . ( d ) Floor Joists . 1. General . Spans for joists shall be in accordance with Table No. 25 - T - J - 1 . 2. Bearing . Except where supported on a 1 - inch ...
Page 216
... supported by struts to bearing walls . The maximum span of 2 - inch by 4 - inch purlins shall be 4 feet . The maximum span of the 2 - inch by 6 - inch purlin shall be 6 feet but in no case shall the purlin be smaller than the supported ...
... supported by struts to bearing walls . The maximum span of 2 - inch by 4 - inch purlins shall be 4 feet . The maximum span of the 2 - inch by 6 - inch purlin shall be 6 feet but in no case shall the purlin be smaller than the 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