Uniform Building CodePacific Coast Building Officials Conference, 1939 - Building laws |
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Page 116
... designed , shall have such designed live loads conspicuously posted by the owner in that part of each story in which they apply using dur- able metal signs , and it shall be unlawful to remove or deface such notices . The occupant of ...
... designed , shall have such designed live loads conspicuously posted by the owner in that part of each story in which they apply using dur- able metal signs , and it shall be unlawful to remove or deface such notices . The occupant of ...
Page 189
... Designed Sections . Unless otherwise specified , tension members shall be designed on the basis of net section . Columns shall be designed on the basis of gross section . Beams and girders shall be designed in accordance with Section ...
... Designed Sections . Unless otherwise specified , tension members shall be designed on the basis of net section . Columns shall be designed on the basis of gross section . Beams and girders shall be designed in accordance with Section ...
Page 281
... designed at the juncture with other parts of the building for rotational forces , or the juncture may be made by ... designed live load , at and above the point of elevation under consideration , except for warehouses , in which case " W ...
... designed at the juncture with other parts of the building for rotational forces , or the juncture may be made by ... designed live load , at and above the point of elevation under consideration , except for warehouses , in which case " W ...
Contents
Part IAdministrative | 19 |
Enforcement | 26 |
Part IIIRequirements Based on Occupancy | 36 |
Copyright | |
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Common terms and phrases
A. S. T. M. Designation adjacent property lines approved balconies bars beams brick Building Inspector building or structure ceiling cent Chapter 33 coat Code columns compression construction as specified doors dry standpipes E occupancies Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flammable liquids floor area foot frame girders grade Group A occupancies Group H gypsum H occupancies horizontal joists less than one-hour lime live load masonry metal lath mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit portland cement pounds per square proscenium protected ramps reinforced concrete rivets roof covering roofing felt seating capacity Section 503 shear six inches slab smokeproof towers space specified in Chapter specified in Section square feet square inch stairs stairways standpipes storage structural steel stucco studs supported tests thereof thickness tion Type V buildings TYPES OF CONSTRUCTION ventilation vertical openings width wire wood