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Page 210
... Studs shall be placed with their wide dimension perpen- dicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION : At corners a third stud may be omitted through the use of wood ...
... Studs shall be placed with their wide dimension perpen- dicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION : At corners a third stud may be omitted through the use of wood ...
Page 211
... studs spaced not over 24 inches on center and nailed at 7 inches on center with nails as required by Table No. 47 - I . F. Particleboard wall sheathing panels shall be in accordance with Table No. 25 - N - 2 . G. Portland cement plaster ...
... studs spaced not over 24 inches on center and nailed at 7 inches on center with nails as required by Table No. 47 - I . F. Particleboard wall sheathing panels shall be in accordance with Table No. 25 - N - 2 . G. Portland cement plaster ...
Page 635
... Studs -Interior Partition ners . ( Continued ) TABLE NO . 43 - B - RATED FIRE -. with Gypsum Wallboard Each Side 6411 6511 66 67 2 " x 4 " wood studs 16 " on center with " perforated gypsum lath and 1⁄2 " perlite or vermiculite gypsum ...
... Studs -Interior Partition ners . ( Continued ) TABLE NO . 43 - B - RATED FIRE -. with Gypsum Wallboard Each Side 6411 6511 66 67 2 " x 4 " wood studs 16 " on center with " perforated gypsum lath and 1⁄2 " perlite or vermiculite gypsum ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength