Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 59
... Division 3 open parking garages or Group M , Division 1 private garages . Division 2. Drinking and dining establishments having an occupant load of less than 50 , wholesale and retail stores , office buildings , printing plants , police ...
... Division 3 open parking garages or Group M , Division 1 private garages . Division 2. Drinking and dining establishments having an occupant load of less than 50 , wholesale and retail stores , office buildings , printing plants , police ...
Page 60
... Division 2 office and retail occupancies in addition to those incidental to the operation of the building ... Division 1 with Group B , Division 3 Occupancy above . Other provisions of this code notwithstanding , a Group B , Division 1 ...
... Division 2 office and retail occupancies in addition to those incidental to the operation of the building ... Division 1 with Group B , Division 3 Occupancy above . Other provisions of this code notwithstanding , a Group B , Division 1 ...
Page 851
International Conference of Building Officials. Chapter 12 Division I REQUIREMENTS FOR GROUP R , DIVISION 3 OCCUPANCIES General Sec . 1221. ( a ) Purpose . The purpose of this division is to provide minimum standards for the protection ...
International Conference of Building Officials. Chapter 12 Division I REQUIREMENTS FOR GROUP R , DIVISION 3 OCCUPANCIES General Sec . 1221. ( a ) Purpose . The purpose of this division is to provide minimum standards for the protection ...
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