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Page 31
... walls . 2. Area separation walls shall extend to the outer edges of horizontal projecting elements such as balconies , roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements ...
... walls . 2. Area separation walls shall extend to the outer edges of horizontal projecting elements such as balconies , roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements ...
Page 154
International Conference of Building Officials. B. Multiwythe walls . The effective thickness of multiwythe walls is the specified thickness of the wall if the space between wythes is filled with mortar or grout . For walls with an open ...
International Conference of Building Officials. B. Multiwythe walls . The effective thickness of multiwythe walls is the specified thickness of the wall if the space between wythes is filled with mortar or grout . For walls with an open ...
Page 159
... walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value of thickness shall be the sum of the nominal thicknesses of the ...
... walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value of thickness shall be the sum of the nominal thicknesses of the ...
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