Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 121
... Tests of glue to be used is not available , the Building Official may for Glues require tests to be made as specified in this Section . ( b ) Test Samples . Each test series shall consist of a min- imum of nine samples . One test series ...
... Tests of glue to be used is not available , the Building Official may for Glues require tests to be made as specified in this Section . ( b ) Test Samples . Each test series shall consist of a min- imum of nine samples . One test series ...
Page 126
... tests . Positive Reinforcement - Reinforcement so placed as to take tensile stress due to positive bending moment ... tests of the concrete and other materials from time to 126 Sections 2603-2605 UNIFORM BUILDING CODE Materials Tests.
... tests . Positive Reinforcement - Reinforcement so placed as to take tensile stress due to positive bending moment ... tests of the concrete and other materials from time to 126 Sections 2603-2605 UNIFORM BUILDING CODE Materials Tests.
Page 127
... tests shall be made , when ordered by the Building Official , by the owner or his authorized representa- tive and no responsibility for the expense of these tests shall attach to the Building Department . All such tests shall be made by ...
... tests shall be made , when ordered by the Building Official , by the owner or his authorized representa- tive and no responsibility for the expense of these tests shall attach to the Building Department . All such tests shall be made by ...
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