Uniform Building Code |
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Page 632
... gypsum plaster applied each side . 24 Solid Neat Wood Fibered 50 50 Gypsum Plaster ( Continued ) 4 Hr . 3 Hr . 2. Solid Gypsum Plaster 48 24 3/4 " by No. 16 gauge vertical cold - rolled channels , 16 " on center , with % gypsum lath ...
... gypsum plaster applied each side . 24 Solid Neat Wood Fibered 50 50 Gypsum Plaster ( Continued ) 4 Hr . 3 Hr . 2. Solid Gypsum Plaster 48 24 3/4 " by No. 16 gauge vertical cold - rolled channels , 16 " on center , with % gypsum lath ...
Page 635
... 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 plaster each side . Lath nailed with 1 " by No. 13 gauge by " % " head plaster- board ...
... 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 plaster each side . Lath nailed with 1 " by No. 13 gauge by " % " head plaster- board ...
Page 673
... gypsum lath , gypsum ve- neer base , gypsum sheathing board or gypsum wallboard sheets shall not occur over the same stud . Where required in Table No. 47 - I , blocking having the same cross - sectional dimensions as the studs shall be ...
... gypsum lath , gypsum ve- neer base , gypsum sheathing board or gypsum wallboard sheets shall not occur over the same stud . Where required in Table No. 47 - I , blocking having the same cross - sectional dimensions as the studs shall be ...
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