Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 79
... designed as specified in Section 2310 and Chapter 28. Foundation walls shall be of masonry or concrete as specified in Chapters 24 and 26 . Sec . 2105. Exterior wall covering shall provide suitable Exterior protection from the elements ...
... designed as specified in Section 2310 and Chapter 28. Foundation walls shall be of masonry or concrete as specified in Chapters 24 and 26 . Sec . 2105. Exterior wall covering shall provide suitable Exterior protection from the elements ...
Page 89
... designed to resist the Retaining lateral pressure of the retained material in accordance with Walls and accepted engineering practice . Walls retaining drained earth Basement may be designed for pressure equivalent to that exerted by ...
... designed to resist the Retaining lateral pressure of the retained material in accordance with Walls and accepted engineering practice . Walls retaining drained earth Basement may be designed for pressure equivalent to that exerted by ...
Page 135
... designed web re- inforcement but without special an- chorage of longitudinal steel Beams with properly designed web re- inforcement and with special an- chorage of longitudinal steel Ve 0.031 ' 60 00 75 75 00 90 113 บ 0.06 / ' . 120 ...
... designed web re- inforcement but without special an- chorage of longitudinal steel Beams with properly designed web re- inforcement and with special an- chorage of longitudinal steel Ve 0.031 ' 60 00 75 75 00 90 113 บ 0.06 / ' . 120 ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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angles approved axial bars beams bearing bending bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible compression compression members compressive strength compressive stress connections Cont'd designed diameter distance Douglas fir dry standpipes enclosures exceed exit exterior walls fiber fire doors Fire Zone flange foot framing girders grade grain Group gypsum height horizontal incombustible materials installed interior joints joists lath least length less than one-hour live load located lumber maximum metal minimum mortar nails occupant load one-half inch one-hour fire-resistive construction partitions piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches slab space span specified in Chapter specified in Section splices square feet square inch stairway standpipes strength structural steel studs Subsection surface Table tensile stress thickness twenty feet 20 U.B.C. Standard vent ventilation welded width wire wood