Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 27
... ( Cont'd . ) not exceeded one year . Sec . 303. ( a ) Building Permit Fees . Before a building per- mit is issued a permit fee therefor shall be paid to the Build- ing Official as set forth in Table No. 3 - A . Where work for which a ...
... ( Cont'd . ) not exceeded one year . Sec . 303. ( a ) Building Permit Fees . Before a building per- mit is issued a permit fee therefor shall be paid to the Build- ing Official as set forth in Table No. 3 - A . Where work for which a ...
Page 101
... ( Cont'd . ) the load applied along two lines each distant one - fourth of the clear span from the support . The minimum thickness of reinforced gypsum in floors and roofs shall be two inches ( 2 " ) except in the suspension sys- tem ...
... ( Cont'd . ) the load applied along two lines each distant one - fourth of the clear span from the support . The minimum thickness of reinforced gypsum in floors and roofs shall be two inches ( 2 " ) except in the suspension sys- tem ...
Page 137
... ( Cont'd . ) haunches they may be analyzed as members of constant section provided the minimum depth is used throughout in computing stresses due to bending ; otherwise a complete analysis is required . Where members are widened near ...
... ( Cont'd . ) haunches they may be analyzed as members of constant section provided the minimum depth is used throughout in computing stresses due to bending ; otherwise a complete analysis is required . Where members are widened near ...
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