Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 171
... bearing . At least one plate shall be as wide as the projecting flanges will allow . Where angles are used this ... Bearing Plates and Column bases shall be set level and to correct elevation Anchorage with full bearing on the masonry ...
... bearing . At least one plate shall be as wide as the projecting flanges will allow . Where angles are used this ... Bearing Plates and Column bases shall be set level and to correct elevation Anchorage with full bearing on the masonry ...
Page 173
... Bearing plates , when required by design , shall be securely welded , bolted or riveted to such floor and roof members , studs or other supporting members . Bearing studs or other vertical bearing members shall rest on a sole or plate ...
... Bearing plates , when required by design , shall be securely welded , bolted or riveted to such floor and roof members , studs or other supporting members . Bearing studs or other vertical bearing members shall rest on a sole or plate ...
Page 302
... bearing partitions 2404 ( b ) , 2408 Hollow masonry - fire - resistive classification 4304 Hollow masonry - thickness of exterior Hollow masonry - working stresses Lintels Non - bearing - reinforcement of Hollow masonry - panel and ...
... bearing partitions 2404 ( b ) , 2408 Hollow masonry - fire - resistive classification 4304 Hollow masonry - thickness of exterior Hollow masonry - working stresses Lintels Non - bearing - reinforcement of Hollow masonry - panel and ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
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