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<br /> <br />POST I COLUMN TO CONCRETE DETAILS <br /> <br />Typ, S.N,6, Or Snap Column <br /> <br />Scree n <br /> <br />SECONDARY <br />2x2 ,093 Angle Each Side <br /> <br />Of Column With 110 SNS <br />(SEE SCHEDULE) <br /> <br />PRIw..R'f <br />2" x 2" I .093 Angle Each Side <br /> <br />2 Each 1/10 SI.IS Each Side <br /> <br />o <br /> <br /> <br />o 0 <br /> <br />Concrete Anchor(s) <br />(SEE SCHEDULE) <br /> <br />AI' <br /> <br />~ .., <br /> <br />., <br /> <br />SIDE VIEW <br /> <br />1/4. Concrete Anchor <br /> <br />2 E<lch Side 1- 112" S"'S <br /> <br /> <br />Typ, Snap Column Or S.I.I.8. <br /> <br />2 Each <br /> <br />#10 SNS Each Side <br />PRIMAAY <br />2x2 .093 Angle <br /> <br />1 14' Concrete Anchor <br />Thru Primary Angle <br />!x2 8<lse Plate Typ, <br /> <br /><1 <br /> <br /><1 <br /> <br />2500 PSI concrete~<1 <br /> <br />4 <br /><1. <I' <br /> <br />44<1 <br /> <br /><1 <br /> <br /><I <br /> <br />.., <br /> <br />I 1. <br /> <br />.., <br /> <br />4 <br /> <br /><I <br /> <br />FRONT VIEW <br /> <br /><1 <br /> <br />4... <br /> <br />" <br /> <br />I.1AX SPACING --1. <br />24" OIC <br /> <br />.1 I. <br /> <br />MAX, <br />f5' <br /> <br />.1--- MAX SPACING <br />24" OIC <br /> <br />t-.lAX . <br />6" <br /> <br />Concrete D=k Edge <br /> <br />Screen <br /> <br /> <br />TOP VIEW <br /> <br />PRIMARY <br />2. x 2" x .093 Angle <br /> <br />SECONDARY ANGLE SCHEDULE <br /> <br />COLUMN TOTAL TOTAL #10 <br />SIZE CONCRETE SHEET <br />ANCHORS METAL <br />SCREWS <br />4 <br />4 <br />6 <br />6 <br />6 <br />6 <br /> <br />* <br /> <br />Concrete Anchor <br />(See Schedu Ie) <br /> <br />2x4 <br />2x5 <br />2x6 <br />2x7 <br />2x8 <br />2x9 <br /> <br />2 1/4" <br />4 1/4" <br />4 1/4" <br />4 1/4" <br />4 1/4" <br />4 1/4" <br /> <br />110 SLlS Typ, <br /> <br />~ <br /> <br />SECONDARY <br />2' x 2" X ,093 Ang Ie <br /> <br />(TYP.) 2x6 S,N,8, Column <br /> <br />Ole tor S,M,6, <br /> <br />32 <br /> <br /> <br />ALUMINUM STRUCTURES MASTER PLAN <br />ENGIt-EERING. INC. @ COPYRIGHT AL, lNG, 1994 <br />