Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 69
... sheathed by wood planks of two and one- half inch ( 21⁄2 " ) nominal thickness when such sheathing is more than thirty feet ( 30 ' ) distant from any floor , balcony or gallery and when such plank sheathing is protected on the underside ...
... sheathed by wood planks of two and one- half inch ( 21⁄2 " ) nominal thickness when such sheathing is more than thirty feet ( 30 ' ) distant from any floor , balcony or gallery and when such plank sheathing is protected on the underside ...
Page 80
... Sheathing . Type V buildings three stories in height shall have the exterior walls covered with a solid sheathing as specified in this Section . Sheathing where required for exterior walls shall be applied solidly over the wall surface ...
... Sheathing . Type V buildings three stories in height shall have the exterior walls covered with a solid sheathing as specified in this Section . Sheathing where required for exterior walls shall be applied solidly over the wall surface ...
Page 81
... sheathed with wood , sheathing to be not less than twenty - five thirty - seconds inch ( 25/32 " ) thick , or with plywood not less than that set forth in Table No. 31 - B . Construction Roof and Ceiling Construction Stair Sec . 2212 ...
... sheathed with wood , sheathing to be not less than twenty - five thirty - seconds inch ( 25/32 " ) thick , or with plywood not less than that set forth in Table No. 31 - B . Construction Roof and Ceiling Construction Stair Sec . 2212 ...
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