Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 95
... inch ( 3⁄44 " ) wide . Head or end joints shall be not less than one - half inch ( 1⁄2 " ) wide . Bonding headers shall not be used . ( c ) Allowable Stresses . The allowable unit working stresses in grouted brick masonry shall not ...
... inch ( 3⁄44 " ) wide . Head or end joints shall be not less than one - half inch ( 1⁄2 " ) wide . Bonding headers shall not be used . ( c ) Allowable Stresses . The allowable unit working stresses in grouted brick masonry shall not ...
Page 101
... inches ( 3 " ) . Hollow precast reinforced gypsum units for roof construction shall be not less than three inches ( 3 ′′ ) thick and the shell not less than one - half inch ( 1⁄2 " ) thick . Precast gypsum units for floor and roof ...
... inches ( 3 " ) . Hollow precast reinforced gypsum units for roof construction shall be not less than three inches ( 3 ′′ ) thick and the shell not less than one - half inch ( 1⁄2 " ) thick . Precast gypsum units for floor and roof ...
Page 148
... one - fourth inch ( 4 " ) for rolled bars or No. 4 W. & M . gauge for drawn wire . Anchorage of spiral reinforcement shall be provided by one and one - half extra turns of spiral rod or wire at each end of the spiral unit . Splices ...
... one - fourth inch ( 4 " ) for rolled bars or No. 4 W. & M . gauge for drawn wire . Anchorage of spiral reinforcement shall be provided by one and one - half extra turns of spiral rod or wire at each end of the spiral unit . Splices ...
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