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Page 43
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 47
International Conference of Building Officials. Chapter 7 REQUIREMENTS FOR GROUP B OCCUPANCIES Group B Occupancies Defined Sec . 701. Group B Occupancies shall be : Division 1. Gasoline service stations , garages where no repair work is ...
International Conference of Building Officials. Chapter 7 REQUIREMENTS FOR GROUP B OCCUPANCIES Group B Occupancies Defined Sec . 701. Group B Occupancies shall be : Division 1. Gasoline service stations , garages where no repair work is ...
Page 71
International Conference of Building Officials. Chapter 12 REQUIREMENTS FOR GROUP R OCCUPANCIES Group R Occupancies Defined Sec . 1201. Group R Occupancies shall be : Division 1. Hotels and apartment houses . Convents and monasteries ...
International Conference of Building Officials. Chapter 12 REQUIREMENTS FOR GROUP R OCCUPANCIES Group R Occupancies Defined Sec . 1201. Group R Occupancies shall be : Division 1. Hotels and apartment houses . Convents and monasteries ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength