Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 181
... metal core at all points except that when the core consists of a structural steel H - column , the minimum clearance may be reduced to two inches ( 2 ′′ ) . 3. Splices and Connections of Metal Cores - Metal cores in composite columns ...
... metal core at all points except that when the core consists of a structural steel H - column , the minimum clearance may be reduced to two inches ( 2 ′′ ) . 3. Splices and Connections of Metal Cores - Metal cores in composite columns ...
Page 269
... metal sheets . 3. Sheet metal doors constructed of two sheets of metal of not less than No. 26 U. S. Gauge fastened to a structural steel frame in such manner as to leave a one inch ( 1 ′′ ) space in the panels , which space shall be ...
... metal sheets . 3. Sheet metal doors constructed of two sheets of metal of not less than No. 26 U. S. Gauge fastened to a structural steel frame in such manner as to leave a one inch ( 1 ′′ ) space in the panels , which space shall be ...
Page 304
... metal furring clips or other equivalent means of furring ; provided , that when self - furring metal lath is used such furring nails , clips or other equivalent means of furring shall not be required . All metal shall be held in place ...
... metal furring clips or other equivalent means of furring ; provided , that when self - furring metal lath is used such furring nails , clips or other equivalent means of furring shall not be required . All metal shall be held in place ...
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Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood