Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 134
... diameter . For members loaded parallel to grain , edge mar- gin shall be at least one and one - half times the bolt diameter . Sec . 2509. Joints wherein timber connectors are used with bolts to transmit stresses between structural or ...
... diameter . For members loaded parallel to grain , edge mar- gin shall be at least one and one - half times the bolt diameter . Sec . 2509. Joints wherein timber connectors are used with bolts to transmit stresses between structural or ...
Page 150
... diameter not less than six times the minimum thickness of the bar , except that for bars larger than one inch , the ... diameter for round bars or one and one - half times the diagonal for square bars . The minimum clear distance between ...
... diameter not less than six times the minimum thickness of the bar , except that for bars larger than one inch , the ... diameter for round bars or one and one - half times the diagonal for square bars . The minimum clear distance between ...
Page 203
... diameter . The diameter of piles cast in place shall be not less than eight inches ( 8 ′′ ) at the point and shall have an average diameter of not less than eleven inches ( 11 " ) . Precast concrete piles shall be sufficiently cured to ...
... diameter . The diameter of piles cast in place shall be not less than eight inches ( 8 ′′ ) at the point and shall have an average diameter of not less than eleven inches ( 11 " ) . Precast concrete piles shall be sufficiently cured to ...
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