Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 38
... adjoin the entire per- imeter , the areas specified in Section 505 may be increased at a rate of five per cent for each foot by which the minimum width exceeds twenty feet ( 20 ' ) . Such increases 38 Section 506 UNIFORM BUILDING CODE.
... adjoin the entire per- imeter , the areas specified in Section 505 may be increased at a rate of five per cent for each foot by which the minimum width exceeds twenty feet ( 20 ' ) . Such increases 38 Section 506 UNIFORM BUILDING CODE.
Page 61
... twenty feet ( 20 ' ) of adjacent property lines shall be of not less than four - hour fire - resistive construction . Exceptions : 1. One - story buildings of Type IV construc- tion , more than twenty feet ( 20 ' ) from adjacent ...
... twenty feet ( 20 ' ) of adjacent property lines shall be of not less than four - hour fire - resistive construction . Exceptions : 1. One - story buildings of Type IV construc- tion , more than twenty feet ( 20 ' ) from adjacent ...
Page 70
... feet ( 85 ′ ) above the adjacent finished ground level . Towers , spires , and steeples erected as a part of the building and not used for habitation or storage may extend not to exceed twenty feet ( 20 ′ ) above such height limit . See ...
... feet ( 85 ′ ) above the adjacent finished ground level . Towers , spires , and steeples erected as a part of the building and not used for habitation or storage may extend not to exceed twenty feet ( 20 ′ ) above such height limit . See ...
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