Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 118
... stud partitions or walls over ten feet ( 10 ' ) in height shall have herringbone bridging , not less than two inches ( 2 ′′ ) in thickness and of the same width as the stud , fitted snugly and spiked into the studs at mid - height of stud ...
... stud partitions or walls over ten feet ( 10 ' ) in height shall have herringbone bridging , not less than two inches ( 2 ′′ ) in thickness and of the same width as the stud , fitted snugly and spiked into the studs at mid - height of stud ...
Page 173
... studs or other supporting members . Bearing studs or other vertical bearing members shall rest on a sole or plate having an effective width equal to the depth of such member and having a thickness of not less than 14 gauge but in no ...
... studs or other supporting members . Bearing studs or other vertical bearing members shall rest on a sole or plate having an effective width equal to the depth of such member and having a thickness of not less than 14 gauge but in no ...
Page 231
... studs with space between filled with mineral wool bats *** nailed to studs , one - half inch ( 1⁄2 " ) gypsum wallboard each side Wood studs with two layers of one - half inch ( % " ) gypsum wallboard each side , joints staggered ...
... studs with space between filled with mineral wool bats *** nailed to studs , one - half inch ( 1⁄2 " ) gypsum wallboard each side Wood studs with two layers of one - half inch ( % " ) gypsum wallboard each side , joints staggered ...
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