Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 31
... tion is desired . Such request may be in writing or by telephone at the op- tion of the building official . It shall be the duty of the person requesting any inspections required by this code to provide access to and means for proper ...
... tion is desired . Such request may be in writing or by telephone at the op- tion of the building official . It shall be the duty of the person requesting any inspections required by this code to provide access to and means for proper ...
Page 529
... tion other than the building site and composed of listed factory - built com- ponents assembled in accordance with the terms of the listing to form the completed chimney . MASONRY CHIMNEY is a chimney of masonry units , bricks , stones ...
... tion other than the building site and composed of listed factory - built com- ponents assembled in accordance with the terms of the listing to form the completed chimney . MASONRY CHIMNEY is a chimney of masonry units , bricks , stones ...
Page 554
... tion given in this chapter . Fire - resistive Materials Sec . 4302. ( a ) General . Materials and systems used for fire - resistive purposes shall be limited to those specified in this chapter unless accepted under the procedure given ...
... tion given in this chapter . Fire - resistive Materials Sec . 4302. ( a ) General . Materials and systems used for fire - resistive purposes shall be limited to those specified in this chapter unless accepted under the procedure given ...
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