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Page 628
... side with " gypsum plaster . Hollow Clay 41⁄4 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at least 45 percent solid . Plastered each side with % " gypsum plaster . 14 Two cells in wall thickness , units at ...
... side with " gypsum plaster . Hollow Clay 41⁄4 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at least 45 percent solid . Plastered each side with % " gypsum plaster . 14 Two cells in wall thickness , units at ...
Page 633
... Side 53 ་ ། ན 55 56 57 58 1 " regular gypsum " V " edge full - length backing board attached to both sides of wood or metal top and bottom runners with nails or 1 % " drywall screws at 24 " on center . Minimum width of runners 1 ...
... Side 53 ་ ། ན 55 56 57 58 1 " regular gypsum " V " edge full - length backing board attached to both sides of wood or metal top and bottom runners with nails or 1 % " drywall screws at 24 " on center . Minimum width of runners 1 ...
Page 635
... 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 blued nails , 5 " on ...
... 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 blued nails , 5 " on ...
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