Uniform Building Code |
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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 Systems ...
... 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 Systems ...
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 75
International Conference of Building Officials. Chapter 9 REQUIREMENTS FOR GROUP H OCCUPANCIES Group H Occupancies Defined Sec . 901. Group H Occupancies shall be : Division 1. Storage and handling of hazardous and highly flammable or ...
International Conference of Building Officials. Chapter 9 REQUIREMENTS FOR GROUP H OCCUPANCIES Group H Occupancies Defined Sec . 901. Group H Occupancies shall be : Division 1. Storage and handling of hazardous and highly flammable or ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength