Uniform Building Code |
From inside the book
Results 1-3 of 77
Page 210
... spacing . The size , height and spacing of studs shall be in accordance with Table No. 25 - R - 3 except that Utility grade studs shall not be spaced more than 16 inches on center , nor support more than a roof and ceiling , nor exceed ...
... spacing . The size , height and spacing of studs shall be in accordance with Table No. 25 - R - 3 except that Utility grade studs shall not be spaced more than 16 inches on center , nor support more than a roof and ceiling , nor exceed ...
Page 300
... spaced 2 inches on center , and where 10d nails having penetration into framing of more than 15/8 inches are spaced 3 inches on center . " The allowable shear values may be increased to the values shown for 1 / 2 - inch - thick ...
... spaced 2 inches on center , and where 10d nails having penetration into framing of more than 15/8 inches are spaced 3 inches on center . " The allowable shear values may be increased to the values shown for 1 / 2 - inch - thick ...
Page 657
... spaced 12 inches on center . No. 14 gauge wires spaced 11.3 inches on center or 10 inches on center ( for channel spacing of 16 inches and 12 inches , respectively ) installed below lath sheets in a diagonal pattern . Wires tied to ...
... spaced 12 inches on center . No. 14 gauge wires spaced 11.3 inches on center or 10 inches on center ( for channel spacing of 16 inches and 12 inches , respectively ) installed below lath sheets in a diagonal pattern . Wires tied to ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
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