Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 84
... vertical live load of 20 pounds per square foot of horizontal projection applied to any and all slopes , except as hereinafter provided . Where the rise exceeds twelve inches ( 12 " ) per foot no vertical live loads need be assumed ...
... vertical live load of 20 pounds per square foot of horizontal projection applied to any and all slopes , except as hereinafter provided . Where the rise exceeds twelve inches ( 12 " ) per foot no vertical live loads need be assumed ...
Page 184
... horizontally and not more than twelve inches ( 12 " ) apart vertically . Veneer ties shall be attached to a continuous horizontal tie not less in thickness than No. 8 W & M gauge wire and em- bedded in a horizontal joint . ( d ) Support ...
... horizontally and not more than twelve inches ( 12 " ) apart vertically . Veneer ties shall be attached to a continuous horizontal tie not less in thickness than No. 8 W & M gauge wire and em- bedded in a horizontal joint . ( d ) Support ...
Page 213
... ( 12 " ) of the fireplace opening shall project more than one- eighth inch ( % " ) for each one - inch ( 1 ... vertical projected length of the vent and vent connection . ( f ) Combustible Material . Combustible material within twelve inches ( ...
... ( 12 " ) of the fireplace opening shall project more than one- eighth inch ( % " ) for each one - inch ( 1 ... vertical projected length of the vent and vent connection . ( f ) Combustible Material . Combustible material within twelve inches ( ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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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