Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 50
... Type IV or Type V One - hour construction shall not exceed 40 feet to the highest level of seat boards ; 20 feet in cases where construction is Type III - N or Type V - N ; and 12 feet in cases where construction is with combustible ...
... Type IV or Type V One - hour construction shall not exceed 40 feet to the highest level of seat boards ; 20 feet in cases where construction is Type III - N or Type V - N ; and 12 feet in cases where construction is with combustible ...
Page 86
... Type IV or Type V One- hour construction . 2. Hospitals and nursing homes classified as Group I , Division 1 Occupancies that are equipped with automatic sprinkler systems throughout may be five stories when of Type II - FR ...
... Type IV or Type V One- hour construction . 2. Hospitals and nursing homes classified as Group I , Division 1 Occupancies that are equipped with automatic sprinkler systems throughout may be five stories when of Type II - FR ...
Page 122
... Type II fire - resistive buildings shall be of steel , iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R ...
... Type II fire - resistive buildings shall be of steel , iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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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