Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 8
... Defined . . . . . 702. Construction , Height and Allowable Area 703. Location on Property .. 704. Exit Facilities . . 705. Light , Ventilation and Sanitation . 706. Shaft Enclosures 707. Sprinkler Systems . 708. Special Hazards . 709 ...
... Defined . . . . . 702. Construction , Height and Allowable Area 703. Location on Property .. 704. Exit Facilities . . 705. Light , Ventilation and Sanitation . 706. Shaft Enclosures 707. Sprinkler Systems . 708. Special Hazards . 709 ...
Page 45
... defined herein for more than 50 percent of the total perimeter or is more than 12 feet above grade as defined herein at any point , such basement or unused under - floor space shall be consi- dered as a story . STORY , FIRST , is the ...
... defined herein for more than 50 percent of the total perimeter or is more than 12 feet above grade as defined herein at any point , such basement or unused under - floor space shall be consi- dered as a story . STORY , FIRST , is the ...
Page 733
... defined . Glued construction Glued - laminated timber defined Heavy timber construction . Horizontal members , framing details . Horizontal shear Joists . Joist hangers Masonry , in combination . Masonry , supported Nails Nominal size ...
... defined . Glued construction Glued - laminated timber defined Heavy timber construction . Horizontal members , framing details . Horizontal shear Joists . Joist hangers Masonry , in combination . Masonry , supported Nails Nominal size ...
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