Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 79
... foundation or foundation wall with not less than one - half inch ( 1⁄2 " ) bolts , embedded at least seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ' ) apart . Exceptions : 1. Interior bearing walls in one ...
... foundation or foundation wall with not less than one - half inch ( 1⁄2 " ) bolts , embedded at least seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ' ) apart . Exceptions : 1. Interior bearing walls in one ...
Page 179
... foundation , unless such footing or foundation is first properly underpinned or protected against settlement . Any person making or causing an excavation to be made to a depth of twelve feet ( 12 ′ ) , or less , below the grade , shall ...
... foundation , unless such footing or foundation is first properly underpinned or protected against settlement . Any person making or causing an excavation to be made to a depth of twelve feet ( 12 ′ ) , or less , below the grade , shall ...
Page 269
... foundation timber is subject to Provisions special hazard of decay and termite damage . 1. Before any new building is erected all stumps and roots shall be removed from the soil to a depth of at least twelve inches ( 12 " ) below the ...
... foundation timber is subject to Provisions special hazard of decay and termite damage . 1. Before any new building is erected all stumps and roots shall be removed from the soil to a depth of at least twelve inches ( 12 " ) below the ...
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