Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 37
... 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 and a Group B , Division 1 Occupancy used exclusively for the parking ...
... 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 and a Group B , Division 1 Occupancy used exclusively for the parking ...
Page 600
... Group A Occupancies shall be accessible as pro- vided in this chapter . EXCEPTION : In dining and drinking ... Group B Occupancies . Group B Occupancies shall be accessible as provided in this chapter . 4. Group E Occupancies . Group E ...
... Group A Occupancies shall be accessible as pro- vided in this chapter . EXCEPTION : In dining and drinking ... Group B Occupancies . Group B Occupancies shall be accessible as provided in this chapter . 4. Group E Occupancies . Group E ...
Page 678
... Group B , Division 2 retail sales occupancies more than three stories in height . The area of mezzanines shall be included in determining the areas where sprinklers are required . ( e ) Group E Occupancies . 1. Basements . An automatic ...
... Group B , Division 2 retail sales occupancies more than three stories in height . The area of mezzanines shall be included in determining the areas where sprinklers are required . ( e ) Group E Occupancies . 1. Basements . An automatic ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength