Uniform Building Code |
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Page 199
... Particleboard Diaphragms . Horizontal and vertical diaphragms sheathed with particleboard may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J - 2 for horizontal diaphragms and Table No. 25 - K - 2 ...
... Particleboard Diaphragms . Horizontal and vertical diaphragms sheathed with particleboard may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J - 2 for horizontal diaphragms and Table No. 25 - K - 2 ...
Page 205
... particleboard sheathing with not less than one line of nails spaced not more than 24 inches on center in each piece of the weatherboarding or siding . 3. Plywood . Where plywood is used for covering the exterior of outside walls , it ...
... particleboard sheathing with not less than one line of nails spaced not more than 24 inches on center in each piece of the weatherboarding or siding . 3. Plywood . Where plywood is used for covering the exterior of outside walls , it ...
Page 209
... Particleboard . Where used as structural subflooring or as combined sub- floor underlayment , particleboard shall be as set forth in Table No. 25 - T - 2 . ( f ) Particleboard Underlayment . Particleboard floor underlayment shall ...
... Particleboard . Where used as structural subflooring or as combined sub- floor underlayment , particleboard shall be as set forth in Table No. 25 - T - 2 . ( f ) Particleboard Underlayment . Particleboard floor underlayment shall ...
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