Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 104
... studs continue through more than one story , joists shall be nailed securely to the studs and shall be supported upon a one inch by four inch ( 1 " x4 " ) ribbon notched into the studs and securely nailed thereto , or by other means ...
... studs continue through more than one story , joists shall be nailed securely to the studs and shall be supported upon a one inch by four inch ( 1 " x4 " ) ribbon notched into the studs and securely nailed thereto , or by other means ...
Page 140
... studs . Herring- bone bridging may serve as fire - stopping as required in Section 2526 . ( d ) Size and Height . Exterior stud walls and bearing par- titions for buildings of two stories or less shall consist of not less than two ...
... studs . Herring- bone bridging may serve as fire - stopping as required in Section 2526 . ( d ) Size and Height . Exterior stud walls and bearing par- titions for buildings of two stories or less shall consist of not less than two ...
Page 197
... studs Light the ratio / r shall not exceed 180 . Steel Construction The effective width of flanges on such members having a channel section shall not exceed 20 times the thickness of the ( Cont'd . ) flange . The effective width of ...
... studs Light the ratio / r shall not exceed 180 . Steel Construction The effective width of flanges on such members having a channel section shall not exceed 20 times the thickness of the ( Cont'd . ) flange . The effective width 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