Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 90
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 Fire - retardant Floors , laminated . Form factors . Foundation sills Grade , definition Glued built - up members defined Glued construction Glued - laminated timber defined Heavy timber construction .. Horizontal members ...
... defined Fire - retardant Floors , laminated . Form factors . Foundation sills Grade , definition Glued built - up members defined Glued construction Glued - laminated timber defined Heavy timber construction .. Horizontal members ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
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