Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 63
Page 201
... partitions or walls , shall be exposed on at least two sides . ( b ) Stud Walls and Bearing Partitions . 1. Placing . Studs in walls and partitions may be placed with their wide faces parallel to the wall or partition , provided the ...
... partitions or walls , shall be exposed on at least two sides . ( b ) Stud Walls and Bearing Partitions . 1. Placing . Studs in walls and partitions may be placed with their wide faces parallel to the wall or partition , provided the ...
Page 202
... partitions meet shall be framed solid . All exterior walls and main cross stud partitions shall be effectively and thoroughly braced or sheathed with approved panels ade- quately nailed along all edges . 6. Pipes in walls . Stud ...
... partitions meet shall be framed solid . All exterior walls and main cross stud partitions shall be effectively and thoroughly braced or sheathed with approved panels ade- quately nailed along all edges . 6. Pipes in walls . Stud ...
Page 203
... Partitions . Walls and partitions may be of laminated construction of not less than four inches ( 4 " ) nominal thickness , with the structural assembly de- signed to support all loads . ( e ) Interior Walls and Partitions . Interior ...
... Partitions . Walls and partitions may be of laminated construction of not less than four inches ( 4 " ) nominal thickness , with the structural assembly de- signed to support all loads . ( e ) Interior Walls and Partitions . Interior ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
124 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength