Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 93
... inches ( 2 ′′ ) less than required by this subsection but in no case less than as set forth in Table No. 24 - C . 3 ... four feet ( 4 ' ) horizontally and shall have at least eight inches ( 8 " ) of masonry in back of the chases and ...
... inches ( 2 ′′ ) less than required by this subsection but in no case less than as set forth in Table No. 24 - C . 3 ... four feet ( 4 ' ) horizontally and shall have at least eight inches ( 8 " ) of masonry in back of the chases and ...
Page 118
... four feet ( 4 ′ ) . ( c ) Bridging . All stud partitions or walls over ten feet ( 10 ' ) in height shall have herringbone bridging , not less than two inches ( 2 ′′ ) in thickness and of the same width as the stud , fitted snugly and ...
... four feet ( 4 ′ ) . ( c ) Bridging . All stud partitions or walls over ten feet ( 10 ' ) in height shall have herringbone bridging , not less than two inches ( 2 ′′ ) in thickness and of the same width as the stud , fitted snugly and ...
Page 210
... inch ( % " ) thick or with firebrick lining not less than four inches ( 4 " ) thick . The lining shall extend from eight inches ( 8 " ) below the lowest inlet to four inches ( 4 " ) above enclosing walls . ( b ) Wall Thickness . Walls ...
... inch ( % " ) thick or with firebrick lining not less than four inches ( 4 " ) thick . The lining shall extend from eight inches ( 8 " ) below the lowest inlet to four inches ( 4 " ) above enclosing walls . ( b ) Wall Thickness . Walls ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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allowable angles applied approved bars beams bearing bending bolts bond building Building Official carried ceiling cement cent Class Code column compression concrete conform connections construction Cont'd covering designed determined diameter distance doors enclosures equal exceed exit extend face feet fire fire-resistive flange floor foot four framing girders grade grain Group gypsum height horizontal inches incombustible installed interior joints joists lath least length less load located masonry materials maximum metal nails occupancies one-half openings partitions permitted piles pipe placed plaster plate portion pounds per square protected reinforcement resistance rivets roof separated shear side slab solid space span specified specified in Section square feet square inch stairway steel story strength structural studs Subsection surface Table tests thickness Type U.B.C. Standard unit unit stress values vent vertical walls width wire wood