Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 8
... Occupancies 701. Group B Occupancies Defined . . . . . 702. Construction , Height and Allowable Area 703. Location on Property .. 704. Exit Facilities . . 705. Light , Ventilation and Sanitation . 706. Shaft Enclosures 707. Sprinkler ...
... Occupancies 701. Group B Occupancies Defined . . . . . 702. Construction , Height and Allowable Area 703. Location on Property .. 704. Exit Facilities . . 705. Light , Ventilation and Sanitation . 706. Shaft Enclosures 707. Sprinkler ...
Page 61
International Conference of Building Officials. Chapter 6 REQUIREMENTS FOR GROUP A OCCUPANCIES Group A Occupancies Defined Sec . 601. Group A Occupancies shall be : Division 1. Any assembly building with a stage and an occupant load of ...
International Conference of Building Officials. Chapter 6 REQUIREMENTS FOR GROUP A OCCUPANCIES Group A Occupancies Defined Sec . 601. Group A Occupancies shall be : Division 1. Any assembly building with a stage and an occupant load of ...
Page 512
... Occupancies and Groups A , Divisions 2 , 2.1 , 3 and 4 , I and R Division 1 Occupancies with an occupant load of more than 50 . 2. All other occupancies serving an occupant load of more than 100 . EXCEPTION : Main exterior exit doors ...
... Occupancies and Groups A , Divisions 2 , 2.1 , 3 and 4 , I and R Division 1 Occupancies with an occupant load of more than 50 . 2. All other occupancies serving an occupant load of more than 100 . EXCEPTION : Main exterior exit doors ...
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