Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 114
... length of the screw . The length of the screw shall be not less than seven times the diameter of the screw . ( b ) Tension Connections . A wood screw inserted perpen- dicular to the grain of the wood shall not be subjected to a greater ...
... length of the screw . The length of the screw shall be not less than seven times the diameter of the screw . ( b ) Tension Connections . A wood screw inserted perpen- dicular to the grain of the wood shall not be subjected to a greater ...
Page 145
... length is not greater than 10 times the least and Walls lateral dimension . When the unsupported length exceeds this value , the design shall be modified as shown in Subsection ( g ) . Principal columns in buildings shall have a minimum ...
... length is not greater than 10 times the least and Walls lateral dimension . When the unsupported length exceeds this value , the design shall be modified as shown in Subsection ( g ) . Principal columns in buildings shall have a minimum ...
Page 213
... Length of Vent Manifold . The length of the vent mani- fold shall not be greater than the height of the vertical vent to which it connects , nor shall the length of the vent manifold exceed fifteen feet ( 15 ' ) . 4. Slope . Vent ...
... Length of Vent Manifold . The length of the vent mani- fold shall not be greater than the height of the vertical vent to which it connects , nor shall the length of the vent manifold exceed fifteen feet ( 15 ' ) . 4. Slope . Vent ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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angles approved axial bars beams bearing bending bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible compression compression members compressive strength compressive stress connections Cont'd designed diameter distance Douglas fir dry standpipes enclosures exceed exit exterior walls fiber fire doors Fire Zone flange foot framing girders grade grain Group gypsum height horizontal incombustible materials installed interior joints joists lath least length less than one-hour live load located lumber maximum metal minimum mortar nails occupant load one-half inch one-hour fire-resistive construction partitions piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches slab space span specified in Chapter specified in Section splices square feet square inch stairway standpipes strength structural steel studs Subsection surface Table tensile stress thickness twenty feet 20 U.B.C. Standard vent ventilation welded width wire wood