Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 34
... groups and divisions of occupancies as set forth in Table No. 5 - B . EXCEPTIONS : 1. A three - hour occupancy separation may be used between a Group A , Division 1 or a Group I Occupancy and a Group B , Division 1 Occupancy used ...
... groups and divisions of occupancies as set forth in Table No. 5 - B . EXCEPTIONS : 1. A three - hour occupancy separation may be used between a Group A , Division 1 or a Group I Occupancy and a Group B , Division 1 Occupancy used ...
Page 54
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 91
International Conference of Building Officials. Chapter 11 REQUIREMENTS FOR GROUP M OCCUPANCIES Group M Occupancies Defined Sec . 1101. Group M Occupancies shall be : Division 1. Private garages , carports , sheds and agricultural ...
International Conference of Building Officials. Chapter 11 REQUIREMENTS FOR GROUP M OCCUPANCIES Group M Occupancies Defined Sec . 1101. Group M Occupancies shall be : Division 1. Private garages , carports , sheds and agricultural ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength