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<br />~:'j~ <br />t", ,o,'ti <br /> <br />~;r;, _ _ '.,___, _, .__..____.__,_._.."_~_~~_..~~____.~' I~~...:~~"'~.~....~~~ <br /> <br />POST I COLUMN TO CONCRETE DETAILS <br /> <br />Typ. SJoI,8. Or Snop Column <br /> <br />Screen <br /> <br />SECONDARY <br />2x2 .093 Angle Eo<:h SIde <br /> <br />Of Column With #10 SIoIS <br />(SEE SCHEDULE) <br /> <br />PRIIAARY <br />2" x 2. x .093 Angle Eo<:h Side <br /> <br />fl10 SI.IS Eoch Side <br /> <br />Concrete Anchor(s) <br />(SEE SCHEDULE) <br /> <br />~ ' <br /> <br /> <br />o 0 <br /> <br />~..'" ' <br /> <br />"'. <br /> <br />SIDE VIEW <br /> <br />1/4. Concrete Anchor <br /> <br />2 Eoch Side 1-1/2- SI.fS <br /> <br /> <br />Typ. Snap Column Or 5.1.1,8. <br /> <br />2 Eoeh /10 SIoIS Eoch Side <br />PRIMARY <br />2x2 ,093 Angle <br /> <br />1/4" Concrete Anchor <br />Thru Primary Ang'e <br />1x2 Bose Plate Typ, <br /> <br /> <br /> <br />i <br /> <br />oj <br /> <br />2500 PSI Concrete~<' <br /> <br />'~ <br />oj. <I' <br /> <br />,~ <br /> <br /><' ' <br /> <br />4 ~ <' <br /> <br />oj <br /> <br /><' <br /> <br />./I <br /> <br />FRONT VIEW <br /> <br /><1 <br /> <br />,~ <br /> <br />./I.. <br /> <br /> <br />MAX SPACING -J . <br />24-" O/C <br /> <br />.", <br /> <br />.1 I. <br /> <br />MAX, <br />f) <br /> <br />,1__I.fAX SPACING <br />24. O/C <br /> <br />MAX, <br />6" <br /> <br />Concrde D.x:k Edge <br /> <br />Screen <br /> <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 />'7 <br /> <br />PRI~tA,RY <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 Schedule) <br /> <br />2x4 <br />2x5 <br />2x6 <br />2x7 <br />2x8 <br />2x9 <br /> <br />110 SMS Typ. <br /> <br />TOP VIEW <br /> <br />~ <br /> <br />SECONDARY <br />2. x 2. x .003 Mgle <br /> <br />(TYP.) 2x6 5,101,8. Column <br /> <br />o/e For 5.1.(.8. <br /> <br /> <br /> <br />ALUMINUM STRUCTURES MASTER PLAN <br />ENGI/oEERING, INC. @ COPYRIGHT AL, INC, 1994 <br /> <br />32 <br /> <br />~,~.. ----.:..;:; ~-=---_._-- <br /> <br />: <br /> <br />~ <br />~ <br /> <br />~ <br />""" <br /> <br />Q <br />Q <br /> <br />ml <br />I2l <br /> <br />~ <br />~ <br />o <br />:1 <br />fj <br />;1 <br /> <br />~ <br /> <br />;::t <br />e <br />:t <br /> <br />, <br />:;I <br /> <br />;:J <br />.... <br />U <br />~ <br /> <br />; <br /> <br />C <br /> <br />o <br />= <br /> <br /> <br />;J <br />~ <br />s:I <br />e1 <br />,Q <br />g <br />~ <br />~ <br />;4 <br />