Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 114
... courses shall be bonded by making vertical joints over centers of stretchers . There shall be not less than one header in every fifty square inches ( 50 sq . in . ) of wall surface . If the thickness of the wall is greater than the ...
... courses shall be bonded by making vertical joints over centers of stretchers . There shall be not less than one header in every fifty square inches ( 50 sq . in . ) of wall surface . If the thickness of the wall is greater than the ...
Page 115
... courses before grout- ing , but the other face tier shall be carried up not more than one course above the grouting . All longitudinal vertical joints shall be not less than three- fourths inch ( 4 " ) in thickness . Horizontal ...
... courses before grout- ing , but the other face tier shall be carried up not more than one course above the grouting . All longitudinal vertical joints shall be not less than three- fourths inch ( 4 " ) in thickness . Horizontal ...
Page 117
... course over the centers of the units of the course immediately below . Corners and inter- sections shall be bonded by overlapping units in alternate courses . ( e ) Method of Laying . When the thickness of the walls of the units is one ...
... course over the centers of the units of the course immediately below . Corners and inter- sections shall be bonded by overlapping units in alternate courses . ( e ) Method of Laying . When the thickness of the walls of the units is one ...
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