Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 182
... piles shall be proportioned as to soil bearing area or number of piles on the basis of the total column load plus the weight of the footing itself . For computations of moments and shears , an upward reaction per unit area or per pile ...
... piles shall be proportioned as to soil bearing area or number of piles on the basis of the total column load plus the weight of the footing itself . For computations of moments and shears , an upward reaction per unit area or per pile ...
Page 203
... piles are treated with three coats of hot creosote and capped with concrete so that no part of the pile will be ex- posed to the air . No creosoted piling shall be used which has been so in- jured in handling or driving as to penetrate ...
... piles are treated with three coats of hot creosote and capped with concrete so that no part of the pile will be ex- posed to the air . No creosoted piling shall be used which has been so in- jured in handling or driving as to penetrate ...
Page 205
Pacific Coast Building Officials Conference. No wooden pile shall be loaded in excess of 500 pounds per Piles square inch of the right section of the pile at mid - length . The safe bearing value of a pile may be determined by a load ...
Pacific Coast Building Officials Conference. No wooden pile shall be loaded in excess of 500 pounds per Piles square inch of the right section of the pile at mid - length . The safe bearing value of a pile may be determined by a load ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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