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<br />". <br /> <br />SUM MAR Y <br /> <br />o F <br /> <br />CON S T R U C T I 0 N----P AGE 5 <br /> <br />**** REINFORCED MASONRY SHEARWALLS **** <br /> <br />All shearwalls are <br />Masonry compressive <br />Steel is Grade 40 <br />Required lap splice <br /> <br />8 inch concrete masonry with Type S mortar <br />strength is ~ psi on net area <br />~~ <br />= 40 bar diameters (25 in. for #5 bar, 30 in. for #6 bar) <br /> <br />T,-ansverse: <br /> <br />Shearwall 1 is 48 inches long with 1--#5 in single grouted cell at each end <br />Shearwall 2 is 48 inches long with 1--#5 in single grouted cell at each end <br />Longitudinal: <br />Shearwall 1 is 60 inches long with 1--#5 ln single grouted cell at each end <br />Shearwall 2 is 60 inches long with 1--#5 in single grouted cell at each end <br /> <br />~l <br />