Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 34
... separation " shall be of not less than two - hour fire - resistive construction . All openings in such separation shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 4. A " one - hour fire ...
... separation " shall be of not less than two - hour fire - resistive construction . All openings in such separation shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 4. A " one - hour fire ...
Page 36
... Separation Walls . Each portion of a building separated by one or more area separation walls may be considered a separate building , provided the area separation walls meet the following requirements : 1. Area separation walls shall be ...
... Separation Walls . Each portion of a building separated by one or more area separation walls may be considered a separate building , provided the area separation walls meet the following requirements : 1. Area separation walls shall be ...
Page 37
International Conference of Building Officials. 4. Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches , including counterflashing and coping materials . 5. Where an area separation wall ...
International Conference of Building Officials. 4. Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches , including counterflashing and coping materials . 5. Where an area separation wall ...
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