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<br />ATTACHED ALUMINUM COVERS <br /> <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br />POST IN CONCRETE <br />W/ #4 DIA. BAR <br />12" LONG <br /> <br />POURED CONCRETE <br /> <br />REFER TO TABLE 5 <br />(PAGE 12-13) <br /> <br /> <br />I I) <br />LJ. <br /> <br />o <br /> <br />J <br /> <br />y <br />J- <br /> <br />L <br /> <br />ISOLA TED FOOTING <br /> <br />NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION <br />2' -0" MIN. <br />BEFORE SLOPE MIN. 2500 PSI CONC. W/ <br />6x6-10x10 W.W. MESH OR <br />"," 1 t FIBER MESH TYPICAL <br />-- , , -_ 1 #5 BAR CONT. <br />31/'~"8" <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRED WIRE MESH <br />FLA T SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING <br />o - 2"/12" 2"/12" - 1'-10' > 1'-10' <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br /> <br /> <br />---- <br /> <br />l1&JW(i'@Oi)@@ @;o []3@Ql)Oi)@nng (;),Bo <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P,O, BOX 4368 S, DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />@ COI"YRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E, BENNETT, P,E, <br /> <br />SECTION: :3 <br />PAGE: 6=~:3 <br />