Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
From inside the book
Results 1-3 of 84
Page 51
... 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 ...
... 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 109
... fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and permanent partitions shall be of noncombustible fire - resistive con- struction except that permanent nonbearing partitions of one - hour or two - hour ...
... fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and permanent partitions shall be of noncombustible fire - resistive con- struction except that permanent nonbearing partitions of one - hour or two - hour ...
Page 582
... fire - extinguishing systems required in this code shall be installed in accordance with the requirements of this chapter . Fire hose threads used in connection with fire - extinguishing systems shall be National Standard hose thread or ...
... fire - extinguishing systems required in this code shall be installed in accordance with the requirements of this chapter . Fire hose threads used in connection with fire - extinguishing systems shall be National Standard hose thread or ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
106 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength