Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 83
... foot to one - twelfth of the weight of one linear foot of the partition . Public garages and commercial or industrial buildings in which loaded trucks are placed , used or stored shall have the floor systems designed to support a ...
... foot to one - twelfth of the weight of one linear foot of the partition . Public garages and commercial or industrial buildings in which loaded trucks are placed , used or stored shall have the floor systems designed to support a ...
Page 84
... foot total load . All balcony railings shall be designed to withstand a hori- zontal force of 20 pounds per lineal foot , applied at the top of the railing . Sec . 2305. Roofs shall be designed for a vertical live load of 20 pounds per ...
... foot total load . All balcony railings shall be designed to withstand a hori- zontal force of 20 pounds per lineal foot , applied at the top of the railing . Sec . 2305. Roofs shall be designed for a vertical live load of 20 pounds per ...
Page 137
... foot - pounds per foot of width ; C is a coefficient as given in Table No. 26 - C ; w ' is total load per square foot ; and S is short span in feet . The span shall be considered as the center - to - center distance between supports or ...
... foot - pounds per foot of width ; C is a coefficient as given in Table No. 26 - C ; w ' is total load per square foot ; and S is short span in feet . The span shall be considered as the center - to - center distance between supports or ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood