Uniform Building Code, Volume 7International Conference of Building Officials, 1967 - Building laws |
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Page 69
... plate - end nail Stud to plate - toenail Top plates - spike together -laps and intersections Ceiling joists - to plate - toenail -laps over partitions -to parallel alternate rafters Continuous 1 - inch brace to stud Rafter to plate 2 ...
... plate - end nail Stud to plate - toenail Top plates - spike together -laps and intersections Ceiling joists - to plate - toenail -laps over partitions -to parallel alternate rafters Continuous 1 - inch brace to stud Rafter to plate 2 ...
Page 74
... plates . In bearing partitions the top plate shall be dou- bled and lapped at each intersection with walls or partitions . Joints in the upper and lower members of the top plates shall be staggered not less than four feet ( 4 ' ) . 9 ...
... plates . In bearing partitions the top plate shall be dou- bled and lapped at each intersection with walls or partitions . Joints in the upper and lower members of the top plates shall be staggered not less than four feet ( 4 ' ) . 9 ...
Page 81
... plate or sill plate shall be of sufficient strength to distribute adequately the loads from the upper story studs to the lower story studs . Steel Stud Walls ( Continued ) Sec . 2011. ( a ) General . All veneer and its application shall ...
... plate or sill plate shall be of sufficient strength to distribute adequately the loads from the upper story studs to the lower story studs . Steel Stud Walls ( Continued ) Sec . 2011. ( a ) General . All veneer and its application shall ...
Contents
Part Administrative | 11 |
Part IIDefinitions and Abbreviations | 20 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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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