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<br />ATTACHED ALUMINUM COVERS . <br /> <br />(2) 1-1/2' x 1-1/2" x "t" ANGlE <br />OR (1) U CHANNEl x "t" <br /> <br /> <br />TOP OF GRADE <br />3" x 3" POST SEE TABLE <br /> <br />(1) HAT CHANNEl x .t" <br /> <br />3/B" x 3-1/2" BOLT <br /> <br />80 Lfl, 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />l <br />~ <br />I <br />.., <br /> <br />4 .. . <br />.:4" 4 <br />. . . <I <br />1 16' 1 <br /> <br />3"x3" BASE <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />POST IN CONCRETE w/ 14 . BAR <br />12" LONG <br /> <br /> <br />3" x 3" POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />(l <br /> <br /> <br />2-3/4" x 2-3/4. x 2-1/2" <br />LONG x 1/8" TUBING <br /> <br />POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br />'k-- <br /> <br />WELDED CONNECTION <br /> <br />'-- <br /> <br />> <br />~ <br />LL-1Y <br /> <br />1~30LA TED FOOTING <br /> <br />12" x 12. x 1/4' PLATE <br /> <br />2'-0" l.tIN. <br />BEFORE SLOPE <br />T i <br /> <br />3-1/2" CONC, SLAB <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />NOTE: IF LOCAL BUILDING DEPARTMENT HAS A <br />MINIMUM FOOTING SPECIFICA liON, THAT <br />l.tINlt;lUM SHALL SUPERCEDE THESE PLANS. <br /> <br /> <br /> <br />11:. <br /> <br /> <br />(1) 15 BAR CONT. <br /> <br />(1) 14 BAR CONT. <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />rLA T SLOPE / NO FOOTING MODERA TE SLOPE FOOTING <br />o - 2"/12" 2"/12" _ 1'-10" <br /> <br />:'IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P,S.l. CONCRETE W/ 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />'- <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSUlXANT <br />P. 0, BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX j 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NO r TO BE REPRODUCED IN WHOLE OR IN frl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />" <br />oJ <br /> <br />43 <br />