Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 52
... doors specified in Section 604 ( i ) shall not apply . 7. For classroom portions of school buildings , and similar ... doors when such doors are fully open . There shall be no dead end in exit hallways more than ten feet ( 10 ' ) beyond ...
... doors specified in Section 604 ( i ) shall not apply . 7. For classroom portions of school buildings , and similar ... doors when such doors are fully open . There shall be no dead end in exit hallways more than ten feet ( 10 ' ) beyond ...
Page 269
... doors made of two plies of wood one inch ( 1 ′′ ) nominal in thickness and covered with sheet metal , the door to be constructed in accordance with the " Underwriters ' Standard for Tin - Clad Fire Doors and Shutters , " Edition of July ...
... doors made of two plies of wood one inch ( 1 ′′ ) nominal in thickness and covered with sheet metal , the door to be constructed in accordance with the " Underwriters ' Standard for Tin - Clad Fire Doors and Shutters , " Edition of July ...
Page 270
International Conference of Building Officials, Pacific Coast Building Officials Conference. Fire Doors , Shutters and Windows ( Con't . ) half inch ( 1⁄2 " ) bolts extending through the door . Latches for fire doors shall be not less ...
International Conference of Building Officials, Pacific Coast Building Officials Conference. Fire Doors , Shutters and Windows ( Con't . ) half inch ( 1⁄2 " ) bolts extending through the door . Latches for fire doors shall be not less ...
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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