Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 191
... gauge for the holes in opposite legs shall be the sum of the gauges from back of angle less the thickness . ( e ) Splice Members . For splice members , the thickness shall be only that part of the thickness of the member which has been ...
... gauge for the holes in opposite legs shall be the sum of the gauges from back of angle less the thickness . ( e ) Splice Members . For splice members , the thickness shall be only that part of the thickness of the member which has been ...
Page 227
... Gauge galvanized iron . All patent chimneys shall be braced every six feet ( 6 ' ) in their height by not less than 16 gauge wire secured to the chimney by locks or collars and ex- tending in at least three directions . Not more than ...
... Gauge galvanized iron . All patent chimneys shall be braced every six feet ( 6 ' ) in their height by not less than 16 gauge wire secured to the chimney by locks or collars and ex- tending in at least three directions . Not more than ...
Page 274
... gauge copper wire . Sec . 4710. ( a ) Backing . Except in back plastered construc- tion , studs shall be sheathed or wire of not less than No. 18 W & M gauge shall be stretched taut horizontally at intervals not exceeding six inches ( 6 ...
... gauge copper wire . Sec . 4710. ( a ) Backing . Except in back plastered construc- tion , studs shall be sheathed or wire of not less than No. 18 W & M gauge shall be stretched taut horizontally at intervals not exceeding six inches ( 6 ...
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