Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 67
... frame the floor and roof panel construction shall be designed and constructed to carry the horizontal forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations . The entire structural ...
... frame the floor and roof panel construction shall be designed and constructed to carry the horizontal forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations . The entire structural ...
Page 77
... Frame ) Sec . 2101. In " Type IV Buildings " the structural framework Definition shall be of steel , iron , masonry ... frame as to resist effectively wind and other forces that may be applied to it . Wall coverings may be considered a ...
... Frame ) Sec . 2101. In " Type IV Buildings " the structural framework Definition shall be of steel , iron , masonry ... frame as to resist effectively wind and other forces that may be applied to it . Wall coverings may be considered a ...
Page 207
... frames shall Skylights be substantially built with interlocking seams . Frames of sky- lights shall be designed to carry loads required for roofs as specified in Section 2305. All skylights , the glass of which is set at an angle of ...
... frames shall Skylights be substantially built with interlocking seams . Frames of sky- lights shall be designed to carry loads required for roofs as specified in Section 2305. All skylights , the glass of which is set at an angle of ...
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