Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
From inside the book
Results 1-3 of 76
Page 127
... one inch , the pin shall be not less than eight times the mini- mum thickness of the bar . All bars shall be bent ... half times the diameter for round bars or two times the side dimension for square bars . The minimum clear distance between ...
... one inch , the pin shall be not less than eight times the mini- mum thickness of the bar . All bars shall be bent ... half times the diameter for round bars or two times the side dimension for square bars . The minimum clear distance between ...
Page 135
... one - half inch ( 1⁄2 " ) over that required by the design of the member . ( d ) Requirements for T - Beams . 1. In ... one- fourth of the span length of the beam , and its overhanging width on either side of the web shall not exceed ...
... one - half inch ( 1⁄2 " ) over that required by the design of the member . ( d ) Requirements for T - Beams . 1. In ... one- fourth of the span length of the beam , and its overhanging width on either side of the web shall not exceed ...
Page 152
... one and one - half extra turns of spiral rod or wire at each end of the spiral unit . Splices , when necessary , shall be made in spiral rod or wire by welding or by a lap of one and one - half turns . The center to center spacing of ...
... one and one - half extra turns of spiral rod or wire at each end of the spiral unit . Splices , when necessary , shall be made in spiral rod or wire by welding or by a lap of one and one - half turns . The center to center spacing of ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood