Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 51
... extend from the foundation to a point at least 30 inches above the roof . EXCEPTIONS : 1. Area separation walls may terminate at the roof soffit , provided the roof is of at least two - hour fire - resistive construction . 2. Two - hour ...
... extend from the foundation to a point at least 30 inches above the roof . EXCEPTIONS : 1. Area separation walls may terminate at the roof soffit , provided the roof is of at least two - hour fire - resistive construction . 2. Two - hour ...
Page 314
... extend above the termination of the spiral to the bottom of the slab or drop panel . In a column with a capital , the spiral shall extend to a plane at which the diameter or width of the capital is twice that of the column . 3. All bars ...
... extend above the termination of the spiral to the bottom of the slab or drop panel . In a column with a capital , the spiral shall extend to a plane at which the diameter or width of the capital is twice that of the column . 3. All bars ...
Page 605
... extend over public property not more than 7 feet from the face of a supporting building but no portion shall extend nearer than 2 feet to the face of the nearest curb line measured horizontal- ly . In no case shall the awning extend ...
... extend over public property not more than 7 feet from the face of a supporting building but no portion shall extend nearer than 2 feet to the face of the nearest curb line measured horizontal- ly . In no case shall the awning extend ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength