Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 181
... wire shall not be smaller than No. 4 gauge . For piles having a diameter twenty inches ( 20 " ) and larger , wire shall not be smaller than one - quarter inch ( 14 " ) round or No. 3 gauge . 4. Stresses . Pre - cast concrete piling ...
... wire shall not be smaller than No. 4 gauge . For piles having a diameter twenty inches ( 20 " ) and larger , wire shall not be smaller than one - quarter inch ( 14 " ) round or No. 3 gauge . 4. Stresses . Pre - cast concrete piling ...
Page 231
... wire lath Incombustible studding with metal or wire lath , neat wood fiber gypsum plaster Reinforcement not less than 0.2 % in each direction 6 5 4 2 . 6 ° 5 ° 4 . 3 ° 5 * 4 ° 4 . 3 ° 2 . 2 . 2 . Hollow Stud Partition with Gypsum or ...
... wire lath Incombustible studding with metal or wire lath , neat wood fiber gypsum plaster Reinforcement not less than 0.2 % in each direction 6 5 4 2 . 6 ° 5 ° 4 . 3 ° 5 * 4 ° 4 . 3 ° 2 . 2 . 2 . Hollow Stud Partition with Gypsum or ...
Page 244
... Wire lath Wire fabric 16 " 12 " 16 " 16 " Rod - stiffened or V - stiffened flat expanded metal lath of equal rigidity and weight is permissible on the same spacings as % -inch rib metal lath . ** Paper - backed wire fabric , No. 16 gauge ...
... Wire lath Wire fabric 16 " 12 " 16 " 16 " Rod - stiffened or V - stiffened flat expanded metal lath of equal rigidity and weight is permissible on the same spacings as % -inch rib metal lath . ** Paper - backed wire fabric , No. 16 gauge ...
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