Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 114
... bond stones shall be uniformly distributed throughout the wall and shall comprise not less than 20 per cent of the wall surface . There shall be at least one bond stone for every five stretchers and each bond stone shall extend through ...
... bond stones shall be uniformly distributed throughout the wall and shall comprise not less than 20 per cent of the wall surface . There shall be at least one bond stone for every five stretchers and each bond stone shall extend through ...
Page 117
... Bond . Bond in hollow unit masonry shall be provided by placing the vertical joints of each course over the centers of the units of the course immediately below . Corners and inter- sections shall be bonded by overlapping units in ...
... Bond . Bond in hollow unit masonry shall be provided by placing the vertical joints of each course over the centers of the units of the course immediately below . Corners and inter- sections shall be bonded by overlapping units in ...
Page 167
... Bond and stirrups shall be anchored by one of the methods of Subsection Anchorage ( d ) or shall be bent through an ... bond , at unit bond stress not exceeding 0.04f ' , on plain bars nor 0.05f ' , on deformed bars , plus a bend of ...
... Bond and stirrups shall be anchored by one of the methods of Subsection Anchorage ( d ) or shall be bent through an ... bond , at unit bond stress not exceeding 0.04f ' , on plain bars nor 0.05f ' , on deformed bars , plus a bend of ...
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