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<br />ATTACHED ALUMINUM COVERS <br /> <br />(2) 1-1/2" x 1-1/2" x "t" ANGLE <br />OR (1) U CHANNEL x "t" <br /> <br /> <br />TOP OF GRADE <br />3" x 3" POST SEE TABLE <br /> <br />(1) HAT CHANNEL x 't' <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />3/8" x 3-1/2' BOLT <br /> <br />80 LB. 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />...:... 4 <br />. " . <br />"} . <br />. J <br />N <br />"- <br />I 16" <br />I') <br /> <br />4 <br /> <br />3"x3" BASE <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />POST IN CONCRETE w/ #4 . BAR <br />12" LONG <br /> <br /> <br />3" x 3" POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />Cl <br /> <br /> <br />2-3/4" x 2-3/4" x 2-1/2" <br />LONG x 1/8" TUBING <br /> <br />POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br />'k- <br /> <br />WELDED CONNECTION <br /> <br />""'-- <br /> <br />> <br />..-- ~ <br />LL-lV <br /> <br />12' x 12" x 1/4" PLATE <br /> <br /> <br />2' -0" MIN. <br />BEFORE SLOPE <br /> <br />3-1/2" CONC. SLAB <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNEC~ON <br />NOTE: IF LOCAL BUILDING DEPARTMENT HAS '" <br />MINIMUM FOOTING SPECIFlCA llON, THAT <br />MINIMUM SHALL SUPERCEDE 1l1ESE PLANS. <br /> <br />ISOLATED FOOTING <br /> <br />f <br /> <br /> <br /> <br />(1) #5 BAR CONT. <br /> <br />(1) #4 BAR CONT. <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />, :';I~\)i::.;;_j <br />'iJ""'J"""l"f' <br />. c "t. < ~' .:.'_' L <br /> <br />6" <br /> <br /> <br />--- <br />,/ <br />" <br /> <br /> <br />/"" <br />, ,,!:-I' <br />I' -,:1,' <br /> <br />;'/ <br /> <br />FLA T SLOPE / NO FOOTING <br />o - 2'/12" <br />:'IOTE: NO fOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P,S.I, CONCRETE WI 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />MODERA TE SLOPE FOOllNG <br />2"/12" - 1'-10" <br /> <br />. "l' "'I"I <br />Nil' '" <br />~ 6. <br /> <br />STEEP SLOPE FOOI1NG <br />> 1'-'10" <br /> <br />'-' <br /> <br />LAWRENCE E. BENNE'IT, P.E. <br />CIVIL ENGINEER '" DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767.4n4 <br />FAX . 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NO r TO BE REPRODUCED IN WHOLE OR IN flII.RT WITHOUT WRllTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />" <br />.:> <br /> <br />43 <br />