Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 202
... studs are permitted to be used by the Building Official , the maximum allowable height shall be eight feet ( 8 ' ) for load - bearing studs and ten feet ( 10 ' ) for nonload - bearing studs . When used in bear- ing walls , Group IV studs ...
... studs are permitted to be used by the Building Official , the maximum allowable height shall be eight feet ( 8 ' ) for load - bearing studs and ten feet ( 10 ' ) for nonload - bearing studs . When used in bear- ing walls , Group IV studs ...
Page 203
... studs shall be of the size required for an additional ( Continued ) story . Foundation studs under bearing walls and partitions shall be thoroughly and effectively braced . 11. Bridging . All stud partitions or walls over ten feet ( 10 ...
... studs shall be of the size required for an additional ( Continued ) story . Foundation studs under bearing walls and partitions shall be thoroughly and effectively braced . 11. Bridging . All stud partitions or walls over ten feet ( 10 ...
Page 473
... Studs -Interior Partition with Gypsum Wallboard Each Side TABLE NO . 43 - B - RATED FIRE - RESISTIVE PERIODS FOR VARIOUS WALLS AND PARTITIONS - Continued 65 66 67 68 69 2 " x 4 " wood studs 16 " on center with 3 % " plain gypsum lath ...
... Studs -Interior Partition with Gypsum Wallboard Each Side TABLE NO . 43 - B - RATED FIRE - RESISTIVE PERIODS FOR VARIOUS WALLS AND PARTITIONS - Continued 65 66 67 68 69 2 " x 4 " wood studs 16 " on center with 3 % " plain gypsum lath ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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