Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 178
... 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 183
... 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 273
... 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 For two - coat work it shall be doubled back to bring the plas- of ...
... 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 For two - coat work it shall be doubled back to bring the plas- of ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood