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Page 198
... sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface of the sheathing . ( b ) Diagonally Sheathed Diaphragms . 1. Conventional construction . Such lumber diaphragms shall be ...
... sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface of the sheathing . ( b ) Diagonally Sheathed Diaphragms . 1. Conventional construction . Such lumber diaphragms shall be ...
Page 205
... sheathing which conforms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood sheathing or 15 / 32 ...
... sheathing which conforms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood sheathing or 15 / 32 ...
Page 207
International Conference of Building Officials. ( i ) Structural Roof Sheathing . Structural roof sheathing shall be designed in accordance with the general provisions of this code and the special provisions in this subsection ...
International Conference of Building Officials. ( i ) Structural Roof Sheathing . Structural roof sheathing shall be designed in accordance with the general provisions of this code and the special provisions in this subsection ...
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