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Page 206
... O. Lap siding shall be installed horizontally and applied to sheathed or unsheathed walls . Corner bracing shall be installed in conformance with Section 2517 ( g ) 3 . A weather - resistive barrier shall be installed under the lap ...
... O. Lap siding shall be installed horizontally and applied to sheathed or unsheathed walls . Corner bracing shall be installed in conformance with Section 2517 ( g ) 3 . A weather - resistive barrier shall be installed under the lap ...
Page 302
... - 2 2 - M - 3 1/2 16 1126 16 24 16 ' In reference to Section 2517 ( g ) 3 , blocking of horizontal joints is not required . TABLE NO . 25 - O - HARDBOARD SIDING FRAMING 302 25 - N - 1 , 25 - N - 2 UNIFORM BUILDING CODE.
... - 2 2 - M - 3 1/2 16 1126 16 24 16 ' In reference to Section 2517 ( g ) 3 , blocking of horizontal joints is not required . TABLE NO . 25 - O - HARDBOARD SIDING FRAMING 302 25 - N - 1 , 25 - N - 2 UNIFORM BUILDING CODE.
Page 343
... ( o ) . Lateral reinforcement requirements for prestressing tendons shall conform to Section 2618 ( 1 ) . Lateral reinforcement requirements of Sections 2607 ( k ) , 2610 ( o ) and 2618 ( 1 ) may be waived where tests and structural ...
... ( o ) . Lateral reinforcement requirements for prestressing tendons shall conform to Section 2618 ( 1 ) . Lateral reinforcement requirements of Sections 2607 ( k ) , 2610 ( o ) and 2618 ( 1 ) may be waived where tests and structural ...
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