Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 51
... forming such separation shall be protected on each side thereof by self - closing one - hour fire - resistive doors and such doors shall be kept normally closed . The total width of all openings in any " Special Occupancy Separation ...
... forming such separation shall be protected on each side thereof by self - closing one - hour fire - resistive doors and such doors shall be kept normally closed . The total width of all openings in any " Special Occupancy Separation ...
Page 112
... formed by reinforcing bars in cells filled with concrete . Every masonry unit used in a bearing wall or structural ... forming to the other requirements of this Section appropriate to the type of unit . ( d ) Facing . Facing shall be ...
... formed by reinforcing bars in cells filled with concrete . Every masonry unit used in a bearing wall or structural ... forming to the other requirements of this Section appropriate to the type of unit . ( d ) Facing . Facing shall be ...
Page 122
... formed only of lintels of incombustible materials or of masonry arches . ( 1 ) Openings in Walls . In addition to the minimum required reinforcement , not less than a one - half inch ( 1⁄2 " ) bar for each longitudinal joint shall be ...
... formed only of lintels of incombustible materials or of masonry arches . ( 1 ) Openings in Walls . In addition to the minimum required reinforcement , not less than a one - half inch ( 1⁄2 " ) bar for each longitudinal joint shall be ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
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