Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 90
... equal to that required by U.B.C. Stan- dard No. 24-4 or No. 24-5 , when used for bearing walls or piers , or when in contact with ground or exposed to the weather ; or equal to U.B.C. Standard No. 24-6 , when used for non - bearing ...
... equal to that required by U.B.C. Stan- dard No. 24-4 or No. 24-5 , when used for bearing walls or piers , or when in contact with ground or exposed to the weather ; or equal to U.B.C. Standard No. 24-6 , when used for non - bearing ...
Page 91
... equal to that required by U.B.C. Standard No. 24-18 . ( j ) Cast Stone . Cast stone shall be of a quality at least equal to that required by U.B.C. Standard No. 24-19 . ( k ) Water . Water used in mixing mortar shall be clean , and free ...
... equal to that required by U.B.C. Standard No. 24-18 . ( j ) Cast Stone . Cast stone shall be of a quality at least equal to that required by U.B.C. Standard No. 24-19 . ( k ) Water . Water used in mixing mortar shall be clean , and free ...
Page 155
... equal to the moment computed as specified in this Section , and the reinforcement thus determined shall be dis- tributed uniformly across the full width of the section . In two - way reinforced footings , the total tensile reinforce ...
... equal to the moment computed as specified in this Section , and the reinforcement thus determined shall be dis- tributed uniformly across the full width of the section . In two - way reinforced footings , the total tensile reinforce ...
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