Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 73
Page 212
... studs shall be not less than 3 inches by 4 inches or 2 inches by 6 inches to the bottom of the second floor joists ... studs . 2. Height . Unless supported laterally by adequate framing , the max- imum allowable height for studs shall be ...
... studs shall be not less than 3 inches by 4 inches or 2 inches by 6 inches to the bottom of the second floor joists ... studs . 2. Height . Unless supported laterally by adequate framing , the max- imum allowable height for studs shall be ...
Page 213
... studs shall not exceed 16 inches on center . When bearing studs are spaced at 24 - inch intervals , care shall be exer- cised to insure centering of roof trusses over studs or , in lieu thereof , solid blocking equal in size to the studs ...
... studs shall not exceed 16 inches on center . When bearing studs are spaced at 24 - inch intervals , care shall be exer- cised to insure centering of roof trusses over studs or , in lieu thereof , solid blocking equal in size to the studs ...
Page 576
... Studs -Interior Partition with Plaster 59 60 61 Each Side 62 63 34 " by No. 18 gauge steel studs spaced 24 " on center . % " gypsum plaster on metal lath each side mixed 1 : 2 by - weight , gypsum to sand aggregate . 3 % " No. 16 gauge ...
... Studs -Interior Partition with Plaster 59 60 61 Each Side 62 63 34 " by No. 18 gauge steel studs spaced 24 " on center . % " gypsum plaster on metal lath each side mixed 1 : 2 by - weight , gypsum to sand aggregate . 3 % " No. 16 gauge ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength