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<br />f'lRIEEST ANDING ALUMINUM COVERS <br /> <br />NOTE: <br />FREESTANDING CARPORT <br />POST TO FOUNDATION <br />AND CONNECTIONS OTHER <br />THAN POST SET IN CONC. <br />REQUIRE POST TO BEAM <br />CORNER BRACING TO <br />ACHIEVE STRUCTURAL <br />STABILITY <br /> <br />/ <br /> <br />TOP OF GRADE <br /> <br />f" <br /> <br />v <br />C"J <br /> <br /> <br />3"x3" FLUTED POST <br />WRAPPED W/ FELT PAPER <br /> <br />3/8';x3 1/2" BOLT <br />80 LB. 2500 PSI <br />CONCRETE PRE -MIX <br /> <br />3"x3" BASE <br /> <br />- .----- <br /> <br />C"J <br />""-.. <br /> <br />. . . <br /> <br />J 16" <br /> <br />~ <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br /> <br />o <br /> <br />I I) <br />LJ- <br /> <br />J <br /> <br />l0> <br /> <br />L <br /> <br />ISOLATED FOOTING <br /> <br />3"d" POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />2 3/4"x2 3/4"x2 1/2" <br />LONG x 1/8" TUBING <br /> <br />WELDED CONNECTION <br /> <br />1/4" TAPCON x 1 1/2" <br /> <br />POST IN CONCRETE <br />W/ #4 DIA. BAR <br />12" LONG <br /> <br /> <br />f'" <br />,I <br /> <br />12"x12"x1 /4" PLATE <br />3 1/2" CONC. SLAB <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br /> <br /> <br />~ POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br />NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION <br />2'-0" MIN. <br />MIN. 2500 PSI CONC. W/ <br />BEFORE SLOPE 6x6-1 Ox1 0 W. W. MESH OR <br /> <br />,,' 1 t FIBER MESH TYPICAL 1 #5 BAR CONT. <br />31/2"-- <br /> <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br />FLA T SLOPE / NO FOOTING <br />o - 2"/12" <br /> <br />SLAB <br /> <br />"8" <br /> <br />MODERA TE SLOPE FOOTING STEEP SLOPE FOOTING <br />2"/12" - 1'-10' > 1'-10' <br /> <br />DETAILS ADDRESSING EROSION <br /> <br />[1@W[]'@[]U@@ @:o @@[]U[]U@i1i1g a~o@:o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S. DAYTONA, FLORIDA 32121--4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />r---- <br /> <br />@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: ~ <br />PAGE: 3=9 <br /> <br />-60- <br />