Uniform Building Code, Volume 7International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 7
Page 107
... Shear - resisting Elements , see Table No. 24 - I . 2Metal lath and wire lath used as reinforcement for portland cement plaster shall be furred out away from vertical supports at least one - fourth inch ( 14 " ) . Self - furring lath ...
... Shear - resisting Elements , see Table No. 24 - I . 2Metal lath and wire lath used as reinforcement for portland cement plaster shall be furred out away from vertical supports at least one - fourth inch ( 14 " ) . Self - furring lath ...
Page 116
... shear - resisting elements , or fire- resistive assemblies . Fasteners shall be applied in such a manner as to not ... Shear - resisting values shall not exceed those set forth in Table No. 24 - I . The shear values tabulated shall not ...
... shear - resisting elements , or fire- resistive assemblies . Fasteners shall be applied in such a manner as to not ... Shear - resisting values shall not exceed those set forth in Table No. 24 - I . The shear values tabulated shall not ...
Page 119
... Shear - resisting in this Section are applied to both sides of the wall . ( b ) Masonry and Concrete Construction . Gypsum lath and plaster , gypsum sheathing board , and gypsum wallboard shall not be used in vertical diaphragms to ...
... Shear - resisting in this Section are applied to both sides of the wall . ( b ) Masonry and Concrete Construction . Gypsum lath and plaster , gypsum sheathing board , and gypsum wallboard shall not be used in vertical diaphragms to ...
Contents
Part Administrative | 11 |
Part IIDefinitions and Abbreviations | 20 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
1 other sections not shown
Other editions - View all
Common terms and phrases
additional aisle Allowable applied approved assembly backing Building Official building or structure ceiling cement cent Chapter chimney coat concrete conform construction Continued corridors covering defined designed Division doors Edition enclosed Enclosure exceed EXCEPTION exit exterior walls finish Fire Zone fire-resistive construction floor floor area foot foundation four framing gauge grade ground Group grout gypsum height horizontal hour inches incombustible increased installed interior joints lath least less limits located masonry materials maximum metal nails occupant load one-hour openings partitions permitted persons placed plaster portion pounds protected repair resistance roof seats separation serving sheathing side solid space spans Special specified in Section square feet Stairs stairway Standard stands story structure studs supports surface Table thereof thickness tion Type Uniform Building Code units unless veneer Ventilation vertical Volume wallboard width wire wood