Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 97
... installed in accordance with the ap- proved manufacturer's instructions . 2. Additions , alterations or repairs to Group R Occupancies . When the valuation of an addition , alteration or repair to a Group R Occupancy exceeds $ 1000.00 ...
... installed in accordance with the ap- proved manufacturer's instructions . 2. Additions , alterations or repairs to Group R Occupancies . When the valuation of an addition , alteration or repair to a Group R Occupancy exceeds $ 1000.00 ...
Page 257
... installed so that the area of the concealed space does not exceed 1,000 square feet . Draftstopping shall divide the concealed space into approximately equal areas . ( ii ) Two or more dwelling units and hotels . Draft stops shall be ...
... installed so that the area of the concealed space does not exceed 1,000 square feet . Draftstopping shall divide the concealed space into approximately equal areas . ( ii ) Two or more dwelling units and hotels . Draft stops shall be ...
Page 782
... installed . The area of a single pane of glazing installed above the first story shall not exceed 16 square feet and the vertical dimension of a single pane shall not exceed 4 feet . EXCEPTION : When an approved automatic sprinkler ...
... installed . The area of a single pane of glazing installed above the first story shall not exceed 16 square feet and the vertical dimension of a single pane shall not exceed 4 feet . EXCEPTION : When an approved automatic sprinkler ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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Common terms and phrases
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