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Page 139
... masonry wall to be poured prior to the erection of additional masonry . A grout pour will consist of one or more grout lifts . JOINTS : Bed joint is the mortar joint that is horizontal at the time the masonry units are placed . Collar ...
... masonry wall to be poured prior to the erection of additional masonry . A grout pour will consist of one or more grout lifts . JOINTS : Bed joint is the mortar joint that is horizontal at the time the masonry units are placed . Collar ...
Page 145
... masonry bed , it shall be thawed by application of heat carefully applied until top surface of the masonry is dry to the touch . A section of masonry deemed frozen and damaged shall be removed before continuing construction of that ...
... masonry bed , it shall be thawed by application of heat carefully applied until top surface of the masonry is dry to the touch . A section of masonry deemed frozen and damaged shall be removed before continuing construction of that ...
Page 159
... masonry 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 ...
... masonry 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 ...
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