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<br />A T1" ACHED ALUMiNUM COVERS <br /> <br />~ <br /> <br />-q- <br />'" <br /> <br /> <br />'" <br />"-... <br /> <br />j <br /> <br />16" <br /> <br />~ <br /> <br />TOP OF GRADE <br /> <br />.3"x.3" FLUTED POST <br />WRAPPED W/ FELT PAPER <br /> <br />3/8"x.3 1/2" BOLT <br /> <br />80 LB. 2500 PSI <br />CONCRETE PRE-MIX <br /> <br />.3"x.3" BASE <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 />o <br /> <br /> <br />j <br /> <br />(p> <br />~ <br /> <br />L <br /> <br />ISOLA TED FOOTING <br /> <br />NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION <br />2'-0" MIN. MIN. 2500 PSI CONC. W/ <br />BEFORE SLOPE 6x6-10xlO W.W. MESH OR <br />1 t FIBER MESH TYPICAL <br />-- 1 #5 BAR CONT. 1 #4 BAR CONT, <br />3 '/2"~~ "8" <br /> <br />- <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRED WIRE MESH <br /> <br /> <br /> <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 />[b@WO"@!ill@@ 130 []3@!ill!ill@1!1!\J [PeED <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4.368 S. DAYTONA, FLORIDA .32121-4.368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <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 />-45- <br /> <br />SECTION: :3 <br />PAGE: 5~~3 <br />