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<br /> <br />ATuACHED ALUMi~UM COVERS <br /> <br />... <br />N <br /> <br />N <br />'-... <br /> <br /> <br />~ <br /> <br />j <br /> <br />16" <br /> <br />}- <br /> <br />TOP OF GR.A.DE <br /> <br />3"x3" FLUTED POST <br />WRAPPED Wi FELT PAPER <br /> <br />3/8"x3 1/2" BOLT <br /> <br />80 LB, 250D PSI <br />CONCRETE PRE-MIX <br /> <br />3"x3" BASE <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br />POST IN CONCRETE <br />Wi #4 DIA. BAR <br />12" LONG <br /> <br /> <br />o <br /> <br />I I) <br />LJ- <br /> <br />j <br /> <br />y <br />~ <br /> <br />L <br /> <br />ISOLA TED FOOTING <br /> <br />NOTE: NO FOOTING REOUIRED EXCEPT WHEN <br />2'-0" .MIN, <br />BEFORE SLOPE MIN. 2500 PSI CONC, WI <br />6x6-10xlO W,W, MESH OR <br />FIBER MESH TYPICAL <br /> <br />'[ <br />J <br /> <br /> <br />t <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRED WIRE MESH <br /> <br />1 #5 BAR CONT. <br /> <br /> <br />POURED CONCRETE <br /> <br />REFER TO TABLE 5 <br />(PAGE 12-'13) <br /> <br />ADDRESSING EROSION <br /> <br />1 #4 BAR CONT. <br /> <br /> <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 />[S@\'Z7[]'@(]D@@ G30 @@(]D(]D@GGp [J)oG3o <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 />@ C':'PYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRiTTE,'J <br />PERMISSION FROM LAWRENCE E. BENNETT, P,E, <br /> <br />-45- <br /> <br />SECTION: 3 <br />PAGE i5"'~3 <br />