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<br />A Tr ACHED ALUMiNUM COVERS <br /> <br />~ <br /> <br /> ,/ TOP OF GRADE <br /> 3"x3" FLUTED POST <br /> WRAPPED wi FELT PAPER <br />..q- 3/S"x3 1 12" BOLT <br />N <br /> SO LB. 2500 PSI <br /> CONCRETE PRE-MIX <br />N <br />""'- 3"x3" BASE <br />j 16" ~ <br /> <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br />POST IN CONCRETE <br />WI #4 DIA. BAR <br />12" LONG <br /> <br />POURED CONCRETE <br /> <br />o <br /> <br /> <br />REFER TO TABLE 5 <br />(PAGE 12-13) <br /> <br />~ <br /> <br />0> <br />~ <br /> <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 />MIN. 2500 PSI CONC. Wi <br />BEFORE SLOPE 6x6-1 Ox1 0 W. W. MESH OR <br />" 1 t FIBER MESH TYPICAL <br />-- . ..~ 1 #5 BAR CONT. 1 #4 BAR CONT. <br />31/2~ "8" <br /> <br /> <br /> <br />NOTE; FIBER MESH CONCRETE DOES <br />NOT REOUIRED WIRE MESH <br />FLA T SLOPE I 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 />[b@W[[@[iiJ@@ @:o [ID@[iiJ[iiJ@ttttg (;lo@:o <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 /> <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; 3 <br />PAGE: 5=~3 <br /> <br />-45- <br /> <br />;~ <br /> <br /> <br />