Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 197
... supported . The actual spacing of floor joists , studs or other light steel wall supports shall be determined by their capacity to sustain the loads which they carry , but in no case shall such spacing exceed four feet ( 4 ′ ) . ( c ) ...
... supported . The actual spacing of floor joists , studs or other light steel wall supports shall be determined by their capacity to sustain the loads which they carry , but in no case shall such spacing exceed four feet ( 4 ′ ) . ( c ) ...
Page 206
... supported upon lintels of incombustible material . ( c ) Anchorage . Masonry veneer shall be attached to the supporting wall with corrosion - resistant metal ties capable of resisting a horizontal force equal to four times the weight of ...
... supported upon lintels of incombustible material . ( c ) Anchorage . Masonry veneer shall be attached to the supporting wall with corrosion - resistant metal ties capable of resisting a horizontal force equal to four times the weight of ...
Page 207
... supported upon shelf angles . Exceptions : 1. Below a point twenty - two feet ( 22 ′ ) above the adjacent ground ... supported veneer . The shelf angles shall be spaced vertically in alternate hori- zontal joints but not more than three ...
... supported upon shelf angles . Exceptions : 1. Below a point twenty - two feet ( 22 ′ ) above the adjacent ground ... supported veneer . The shelf angles shall be spaced vertically in alternate hori- zontal joints but not more than three ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood