Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 239
... vent and all joints shall be well cemented . The sleeves or flanges shall be securely at- tached to the portions of the building or structure adjoining such vents and act as a spacer to provide an air space around such vent , or such vent ...
... vent and all joints shall be well cemented . The sleeves or flanges shall be securely at- tached to the portions of the building or structure adjoining such vents and act as a spacer to provide an air space around such vent , or such vent ...
Page 243
... vent as provided in Section 3703 or in lieu of such chimney or vent , when approved by the Building Inspector , there may be in- stalled in the wall or ceiling approximately over the gas outlet , a ventilating opening with an area of ...
... vent as provided in Section 3703 or in lieu of such chimney or vent , when approved by the Building Inspector , there may be in- stalled in the wall or ceiling approximately over the gas outlet , a ventilating opening with an area of ...
Page 254
... vent . There shall be not more than one elbow or change in direction of this metal vent in any attic space . No such vent shall pass through any occupied room un- less encased in not less than four inches ( 4 " ) of solid masonry . All ...
... vent . There shall be not more than one elbow or change in direction of this metal vent in any attic space . No such vent shall pass through any occupied room un- less encased in not less than four inches ( 4 " ) of solid masonry . All ...
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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