Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 42
... Type II One - hour , Type III One - hour , Type IV or Type V One - hour construction . See Chapters 6 through 12 for special occupancy provisions . Fire - resistive Substitution Sec . 508. When an approved automatic sprinkler system is ...
... Type II One - hour , Type III One - hour , Type IV or Type V One - hour construction . See Chapters 6 through 12 for special occupancy provisions . Fire - resistive Substitution Sec . 508. When an approved automatic sprinkler system is ...
Page 54
... Type II - F.R . construction . Gymnasiums and similar occupancies may have floor surfaces constructed of wood or ... Type I , Type II F.R. , Type II One - hour , Type III One - hour or Type IV construction , except that the roof ...
... Type II - F.R . construction . Gymnasiums and similar occupancies may have floor surfaces constructed of wood or ... Type I , Type II F.R. , Type II One - hour , Type III One - hour or Type IV construction , except that the roof ...
Page 95
... Type IV or Type V One - hour construction . 2. Hospitals and nursing homes classified as Group I , Division 1.1 Occupancies that are equipped with automatic sprinkler systems throughout may be five stories when of Type II - F.R ...
... Type IV or Type V One - hour construction . 2. Hospitals and nursing homes classified as Group I , Division 1.1 Occupancies that are equipped with automatic sprinkler systems throughout may be five stories when of Type II - F.R ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
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