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<br />A TT ACHED ALUM~NUM COVERS <br /> <br />..-...... <br /> <br />~ <br /> <br />.q- <br />N <br /> <br /> <br />N <br />"-- <br /> <br />J <br /> <br />16" <br /> <br />~ <br /> <br />TOP OF GRJ\DE <br /> <br />.3"x3" FLUTED POST <br />WRAPPED WI FELT PAPER <br /> <br />.3/8"x3 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 CO\JCRETE <br />W/ #4 DIA. BAR <br />12" LONG <br /> <br />POURED CmKRETE <br /> <br />NOTE: NO FOOTING REOUIRED EXCEPT WHEN ADDRESSING ERGSION <br /> <br />2'-0" MIN, MIN. 2500 PSI CONC, W/ <br />BEFORE SLOPE 6x6-1 Ox1 0 W. W. MESH OR <br />r---- t FIBER MESH TYPICAL <br />-- 1 #5 BAR CONT. <br />=' ,~~-~- "8" 1 1- <br />---, 11"",. 1 2" <br />+- <br /> <br />-- <br /> <br /> <br />j <br /> <br />L <br /> <br />::y <br />~ <br /> <br />ISOLA TED FOOTING <br /> <br />.3 1/2" * <br /> <br />II II II II 11"11 II II )1-11 II II II II II <br /> <br /> <br />NOTE; FIBER MESH CONCRETE DOES <br />NOT REQUIRED WIRE MESH <br /> <br />"8" <br /> <br />REFER TO TABLE 5 <br />(PAGE 12-1.3) <br /> <br />1 #4 BAR CONT. <br /> <br /> <br />II II II Iii <br /> <br />/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING <br />2"/12" 2"/12" - 1'-10' >../'-10' <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />FLA T SLOPE <br />o - <br /> <br />[1@W[f'@[jj)@@ @:o []3@UDUD@\J\Jg (;J[]@:o <br />CIVIL ENGINEER AND DEVELOPMENT CONSUL T,I\NT <br />P.O, BOX 4368 S. DAYTONA, FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX; (904) 767-6556 <br /> <br />--..... <br /> <br />@ COPYRIGHT, 199~) NOT TO RE REPRODUCED IN WHOl E OR IN "ART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, PE, <br /> <br />-45- <br /> <br />SECTION: 3 <br />PAGE 5=~3 <br />