Uniform Building CodePacific Coast Building Officials Conference, 1927 - Building laws |
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Page 80
... designed for live loads less than those specified in the following sections . Impact shall be considered in the design of any structure where impact loads occur . ( See Appendix for impact consider- ations . ) ( b ) Design . Any system ...
... designed for live loads less than those specified in the following sections . Impact shall be considered in the design of any structure where impact loads occur . ( See Appendix for impact consider- ations . ) ( b ) Design . Any system ...
Page 83
... designed , Loads shall have such designed live loads conspicuously posted by the and owner in that part of each story in which they apply using dur- Seating able metal signs , and it shall be unlawful to remove or deface Capacity such ...
... designed , Loads shall have such designed live loads conspicuously posted by the and owner in that part of each story in which they apply using dur- Seating able metal signs , and it shall be unlawful to remove or deface Capacity such ...
Page 124
... designed . Slabs supported by marginal beams on opposite edges shall be designed as freely supported slabs for the entire load . Column strips adjacent to and parallel with marginal beams having a depth less than the thickness of the ...
... designed . Slabs supported by marginal beams on opposite edges shall be designed as freely supported slabs for the entire load . Column strips adjacent to and parallel with marginal beams having a depth less than the thickness of the ...
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Common terms and phrases
asbestos balconies bars beams block or tile brick Building Inspector building or structure cent Chapter 43 chimney Code column combustible compression compression member construction as specified doors Douglas Fir dry standpipes Enclosure of Vertical exceed exterior walls Fire Zone fireproofed floor area floor construction foot frame girders Group A buildings Group H Gunite gypsum height horizontal inches in thickness inches thick incombustible materials joists less than one-hour less than three live load located masonry walls maximum metal mortar occupancy one-half one-hour fire-resistive construction partitions permit plaster Pondosa Portland cement pounds per square proscenium protected ramps reinforced concrete rivets seats side slabs smoke pipe smokeproof tower solid masonry space specified in Chapter specified in Section square feet square inch Stairs and Exits stairways stories street structural steel studs supported thereof tion twelve 12 twenty 20 Type of Construction Type V buildings ventilation Vertical Openings width wire wood