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Page 51
... hour fire - resistive , " " three - hour fire - resistive , " " two - hour fire - resis- tive , " and " one - hour fire - resistive . " ( See U.B.C. Standard No. 43-7 for fire dampers in air ducts piercing occupancy separations . ) 1. A ...
... hour fire - resistive , " " three - hour fire - resistive , " " two - hour fire - resis- tive , " and " one - hour fire - resistive . " ( See U.B.C. Standard No. 43-7 for fire dampers in air ducts piercing occupancy separations . ) 1. A ...
Page 54
... hour fire - resistive construction for a distance not less than the depth of the projecting elements on both sides of the area separation wall . Openings within such widths shall be protected by fire assemblies having a fire ...
... hour fire - resistive construction for a distance not less than the depth of the projecting elements on both sides of the area separation wall . Openings within such widths shall be protected by fire assemblies having a fire ...
Page 601
... hour fire - protec- tion rating shall be of an automatic - closing type as specified in Section 4306 ( b ) . Every fire assembly required to have a one and one - half hour , one - hour , or three- fourths - hour fire - protection rating ...
... hour fire - protec- tion rating shall be of an automatic - closing type as specified in Section 4306 ( b ) . Every fire assembly required to have a one and one - half hour , one - hour , or three- fourths - hour fire - protection rating ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength