Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 41
... limited if the building is provided with an approved automatic sprinkler system throughout as specified in Chapter 38 , and entirely surrounded and adjoined by public ways or yards not less than 60 feet in width . The area of a Group B ...
... limited if the building is provided with an approved automatic sprinkler system throughout as specified in Chapter 38 , and entirely surrounded and adjoined by public ways or yards not less than 60 feet in width . The area of a Group B ...
Page 281
... limited to 1/360 of the span between supporting joists or beams . Deflection of flooring relative to joists under a 1 - inch - diameter concen- trated load of 200 pounds limited to 0.125 inch or less when loaded midway between ...
... limited to 1/360 of the span between supporting joists or beams . Deflection of flooring relative to joists under a 1 - inch - diameter concen- trated load of 200 pounds limited to 0.125 inch or less when loaded midway between ...
Page 847
... limited if the building is entirely surrounded and adjoined by public ways or yards not less than 60 feet in width , regardless of the type of construction . The area of a two - story Group M , Division 3 Occupancy shall not be limited ...
... limited if the building is entirely surrounded and adjoined by public ways or yards not less than 60 feet in width , regardless of the type of construction . The area of a two - story Group M , Division 3 Occupancy shall not be limited ...
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