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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 />3/S" x 3-1/2" BOLT <br /> <br />"t' IS llilCKNESS OF <br />REQUIRED POST <br /> <br />SO LB. 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />.d .. <br /> <br />l <br /> <br />.." 4' <br /> <br />.. <br /> <br /><I <br /> <br />. . <br /> <br /><1 <br /> <br />3"x3" BASE <br /> <br />N <br />"- <br />I <br />.., <br /> <br />1 <br /> <br />16" <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />POST IN CONCRETE w/ 14 ~ BAR <br />12" LONG <br /> <br /> <br />3" x 3" POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />(1 <br /> <br /> <br />2-3/4" x 2-3/4" x 2-1/2" <br />LONG x l/S" TUBING <br /> <br />;,/ <br /> <br />POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br />{- <br /> <br />WELDED CONNECTION <br /> <br />~ <br /> <br />> <br />~ <br />J-- L -1"'t/ <br />ISOLATED FOOTING <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />T <br /> <br />2' -0" MIN, <br />BEFORE SLOPE <br />1v , <br /> <br />...,,1 -t - -- <br />.1": ',II""ili"(l:" ,J " "'Ii"" ',.:" 'i'l <br />? .,;:1,;'':'''' .J ':~I"'.~', ~'.I ,I, <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />NOTE: IF LOCAL BUILDING DEPARTMENT HAS A <br />MINIMUM FOOTING SPECIFICATION, THAT <br />MINIMUM SHALL SUPERCEDE lliESE PLANS, <br /> <br />3-1/2" CONC. SLAB <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br /> <br />(1) 14 BAR CONT, <br /> <br />~. <br /> <br />..' <br /> <br /> <br />N 'J'~~"r <br /> <br />,OLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING <br />I) - 2"/12" 2"/12" _ 1'-10" <br /> <br />:'IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN, 2500 P.S.1. CONCRETE WI 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br />STEEP SLOPE FOOliNG <br />" > 1'-10" <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />"- <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER &: DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX II 1 (904) 767-6556 <br /> <br />e COPYRIGHT. 1996 <br />NO r TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E. <br /> <br /> <br />3 <br /> <br />43 <br />