Uniform Building Code |
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Page 575
... gypsum wallboard laminated to each side of 1 " full length V - edge gypsum coreboard with approved laminating compound . Vertical joints of face layer and coreboard staggered at least 3 " . ( Continued ) 21 24 Solid Neat Wood Fibered 55 ...
... gypsum wallboard laminated to each side of 1 " full length V - edge gypsum coreboard with approved laminating compound . Vertical joints of face layer and coreboard staggered at least 3 " . ( Continued ) 21 24 Solid Neat Wood Fibered 55 ...
Page 613
... and ends which are perpendicular to the framing members . All edges and ends of gypsum wallboard shall be in moderate contact except in concealed spaces 613 1979 EDITION 4709-4711 Pneumatically Placed Plaster (Gunite) Gypsum Wallboard.
... and ends which are perpendicular to the framing members . All edges and ends of gypsum wallboard shall be in moderate contact except in concealed spaces 613 1979 EDITION 4709-4711 Pneumatically Placed Plaster (Gunite) Gypsum Wallboard.
Page 615
... gypsum veneer base , gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction . ( c ) Wall Framing . Framing for vertical diaphragms shall conform ...
... gypsum veneer base , gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction . ( c ) Wall Framing . Framing for vertical diaphragms shall conform ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength