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<br />STRUCTURES WITH WOOD AN[[) ALUMINUM FRAM~NG AND COMPONENTS <br /> <br />@ VIRGIN SOIL <br />@ <br />cg <br />@ <br /><0 <br /> <br /> <br />AL TERNA TE POST: ~ <br />4" x 4" P. T.P. '" <br /> <br />BOLT <br /> <br />ISOLA TED FOOTER <br /> <br />2 #5 BARS EACH WAY <br /> <br /> <br />-J- <br /> <br />12" <br /> <br />}1 <br /> <br />3" x 3" ALUM. POST OR <br />4" x 4" P. T.P. POST IN <br />GAL V. POST ANCHOR AND <br />4-1/4" x 2-1/4" TAPCON <br /> <br />3-1/2" SLAB <br /> <br /> <br />MAXIMUM UPLIFT # <br />16"x16" 548# <br />24"x24", 978# <br />30"x30" 1 ,388# <br /> <br />~ 16" MIN. <br />POST TO CONCRETE PAD DETAIL <br /> <br />POST TO SLAB DETAIL <br /> <br />NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION <br />2'-0" MIN <br />BEFORE SLOPE MIN. 2500 PSI CONC, W/ <br />6x6-10x1O W.W. MESH OR <br />1 t.FIBER MESH TYPICAL <br />,,+- -- , , _~ 1 #5 BAR CONT. <br />31/2~"8"~ <br /> <br /> <br />NOTE, FIBER MESH CONCREIT DOES .~ <br />NOT REQUIRE 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 />[1,@WI]'@[]O@@ ~o @@[]O[]O@GGD ~o~o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S, DAYTONA. FLORIDA 32121-4368 <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 />SECTION: t8 <br />PAGE: 3~t8 <br /> <br />-91- <br />