Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 154
... base , provision shall be made to trans- fer the load to the footing at safe unit stresses in accordance with Section 2613 and Table No. 26 - B . The base of the metal sec- tion shall be designed to transfer the load from the entire com ...
... base , provision shall be made to trans- fer the load to the footing at safe unit stresses in accordance with Section 2613 and Table No. 26 - B . The base of the metal sec- tion shall be designed to transfer the load from the entire com ...
Page 159
... Base of Column . The compressive stress in longitudinal reinforcement at the base of a column shall be transferred to the pedestal or footing by dowels . There shall be at least one dowel for each column bar , and the total sectional ...
... Base of Column . The compressive stress in longitudinal reinforcement at the base of a column shall be transferred to the pedestal or footing by dowels . There shall be at least one dowel for each column bar , and the total sectional ...
Page 251
... Base Coats . 1. Gypsum Plaster . The Interior scratch coat shall be applied with sufficient material and pres- Plastering : sure to form a full key or bond . Application of Plaster For two - coat work it shall be doubled back to bring ...
... Base Coats . 1. Gypsum Plaster . The Interior scratch coat shall be applied with sufficient material and pres- Plastering : sure to form a full key or bond . Application of Plaster For two - coat work it shall be doubled back to bring ...
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