Uniform Building Code, Volume 3International Conference of Building Officials, 1994 - Building laws |
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Page 3-131
... bars are specified in this section as supports , they shall be : Steel rods , 1/4 inch ( 6.3 mm ) diameter Steel bars , 3/16 inch by 2 inches ( 5 mm by 51 mm ) The rods or bars shall span the width of the tunnel . Rods shall be placed ...
... bars are specified in this section as supports , they shall be : Steel rods , 1/4 inch ( 6.3 mm ) diameter Steel bars , 3/16 inch by 2 inches ( 5 mm by 51 mm ) The rods or bars shall span the width of the tunnel . Rods shall be placed ...
Page 3-306
... bars ) for two hours or 50 psi ( 3.4 bars ) above static pressure in excess of 150 psi ( 10.2 bars ) for two hours . Differential dry - pipe valve clappers shall be left open during test to prevent damage . All aboveground piping ...
... bars ) for two hours or 50 psi ( 3.4 bars ) above static pressure in excess of 150 psi ( 10.2 bars ) for two hours . Differential dry - pipe valve clappers shall be left open during test to prevent damage . All aboveground piping ...
Page 3-403
... bars ) at the low elevation point of the individual system or por- tion of the system being tested and a 120 psi ( 8.3 bars ) pump ( churn ) pressure , the hydrostatic test pressure is 70 + 120 + 50 or 240 psi ( 16.5 bars ) . Systems ...
... bars ) at the low elevation point of the individual system or por- tion of the system being tested and a 120 psi ( 8.3 bars ) pump ( churn ) pressure , the hydrostatic test pressure is 70 + 120 + 50 or 240 psi ( 16.5 bars ) . Systems ...
Contents
General Building Limitations | 3-1 |
Administrative Fire and LifeSafety and Field Inspection Provisions | 3-3 |
Chapter | 3-9 |
Copyright | |
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accordance ANSI applied approved assembly ASTM authority having jurisdiction beams braces branch lines brick building official ceiling cement check valve classification combustible concrete masonry construction control valve curtain deck deflectors determined devices diameter dimensions distance door drain dry pipe valve duct edge equipment exceed Exception feet Figure fire department connection fire test fire-resistance rating flange floor flow furnace grade gypsum hangers Hazard Occupancies heat horizontal hydrostatic test installed joints joist klers knots length less limited liquid limit listed load located material maximum minimum mortar nails NFPA noncombustible Obstruction opening operation percent permitted pipe system portland cement preaction pressure protection riser roof Screw SECTION side spaced specified sprinkler system sq ft standpipe system storage structural steel structural steel columns Table temperature test sample thermocouples tion tube Type U.B.C. Standard Uniform Building Code units vertical water supply weight welding width wood