Laserfiche WebLink
<br />SUMr1ARY <br /> <br />o F <br /> <br />CON S T R U C T I 0 N----P AGE 4 <br /> <br />**** TIE COLUMNS **** <br /> <br />Tie column number 1 : <br />Concrete masonry with <br />Masonry mortar is Type <br />Reinforcing steel is Grade 40 <br />Tie columns are single <br /> <br />heavy aggregate, 8 inches wide, ~ psi <br />S ~e:l/:!)O <br />Bars are centered in grouted cells. <br />cells with 1--# 5 each cell, at 120 inche <br /> <br />Tie column number 2 : <br />Concrete masonry with <br />Masonry mortar is Type <br />Reinforcing steel is Grade 40 <br />Tie columns are single <br /> <br />heavy aggregate, 8 inches wide, ~ psi <br />S ~D <br />Bars are centered in grouted cells. <br />cells with 1--# 5 each cell, at 120 inchc <br /> <br />Tie column number 3 : <br />Concrete masonry with <br />Masonry mortar is Type <br />Reinforcing steel is Grade 40 <br />Tie columns are single <br /> <br />heavy aggregate, 8 inches wide, ~ psi <br />S ~~ <br />Bars are centered in grouted cells. <br />cells with 1--# 5 each cell, at 48 inche: <br /> <br />Tie column number 4 : <br />Concrete masonry with <br />Masonry mortar is Type <br />Reinforcing steel is Grade 40 <br />Tie columns are single <br /> <br />heavy aggregate, 8 inches wide, ~ psi <br />S 3~~o <br />Bars are centered in grouted cells. <br />cells with 1--# 5 each cell, at 48 inche <br /> <br />~f! <br />