Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 67
... 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 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 ...
Page 71
... Structural framework shall be of masonry as Structural specified in Chapter 24 , of wood as specified in Chapter 25 , of Framework concrete as specified in Chapter 26 , or of structural steel as specified in Chapter 27 . All wood ...
... Structural framework shall be of masonry as Structural specified in Chapter 24 , of wood as specified in Chapter 25 , of Framework concrete as specified in Chapter 26 , or of structural steel as specified in Chapter 27 . All wood ...
Page 103
... Structural 1450 2000 1005 Prime Structural 1300 1800 100 Merchantable Structural 1200 1600 100 Structural Sq . Edge and Sound 1200 380 1600 100 1,600,000 No. 1 Structural 1000 1400 100 No. 2 Dense - 1050f Dimension No. 2 Medium Grain ...
... Structural 1450 2000 1005 Prime Structural 1300 1800 100 Merchantable Structural 1200 1600 100 Structural Sq . Edge and Sound 1200 380 1600 100 1,600,000 No. 1 Structural 1000 1400 100 No. 2 Dense - 1050f Dimension No. 2 Medium Grain ...
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