Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 36
... separated from a Group B , Di- vision 3 Occupancy open parking garage as defined in Section 709 . 5. A one - hour occupancy separation need not be provided between fuel - dispens- ing pumps covered with a canopy that is open on three or ...
... separated from a Group B , Di- vision 3 Occupancy open parking garage as defined in Section 709 . 5. A one - hour occupancy separation need not be provided between fuel - dispens- ing pumps covered with a canopy that is open on three or ...
Page 37
... separation shall not be of less than two - hour fire - resistive construction . All openings in such separation shall be pro- tected by a fire assembly having a one- and one - half - hour fire - protection rating . 4. A one - hour fire ...
... separation shall not be of less than two - hour fire - resistive construction . All openings in such separation shall be pro- tected by a fire assembly having a one- and one - half - hour fire - protection rating . 4. A one - hour fire ...
Page 39
... Separation Walls . 1. General . Each portion of a building separated by one or more area separation walls which comply with the provisions of this subsec- tion may be considered a separate building . The extent and location of such area ...
... Separation Walls . 1. General . Each portion of a building separated by one or more area separation walls which comply with the provisions of this subsec- tion may be considered a separate building . The extent and location of such area ...
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