Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 139
... single lamination . Devices of equivalent strength may be used in lieu of nails . In the case of laminated floors in structures of more than one span , at least two - thirds of the members shall pass over the supports . In any three ...
... single lamination . Devices of equivalent strength may be used in lieu of nails . In the case of laminated floors in structures of more than one span , at least two - thirds of the members shall pass over the supports . In any three ...
Page 180
... single exterior bay at two adjacent floor levels , or 3. Loads on a single exterior bay at one floor level . Resistance to bending moments at any floor level shall be pro- vided by distributing the moments between the columns immedi ...
... single exterior bay at two adjacent floor levels , or 3. Loads on a single exterior bay at one floor level . Resistance to bending moments at any floor level shall be pro- vided by distributing the moments between the columns immedi ...
Page 195
... single lacing and 70 per cent of that distance for dou- ble lacing . The ratio / r shall not exceed 140 for single lacing and 200 for double lacing . ( e ) Thickness of Lacing Bars . The thickness of lacing bars shall be not less than ...
... single lacing and 70 per cent of that distance for dou- ble lacing . The ratio / r shall not exceed 140 for single lacing and 200 for double lacing . ( e ) Thickness of Lacing Bars . The thickness of lacing bars shall be not less than ...
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