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<br />ATTACHED ALUMINUM COVERS <br /> <br />(1) HAT CHANNEL x "t" <br /> <br />'.q.. <br />N <br /> <br /> <br />TOP OF GRADE <br />3" x 3" POST SEE TABLE <br /> <br />(2) 1-1/2" x 1-1/2" x "t" ANGLE <br />OR (1) U CHANNEL x "t" <br /> <br />3/8" x 3-1/2" BOLT <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />80 LB. 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />./l .. <br /> <br />. . <br /> <br />4 <br /> <br />3"x3" BASE <br /> <br />l <br /> <br />1 <br /> <br />16" <br /> <br />1 <br /> <br />. <br />N <br />...... <br />I <br />"'" <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />POST IN CONCRETE w/ f4 e SAR <br />12" LONG <br /> <br /> <br />3" x 3" POST TURN SOL TED <br />TO ANCHOR RISER <br /> <br />I <br />I <br /> <br /> <br />2-3/4" x 2-3/4' x 2-1/2" <br />LONG x 1/6" TUBING <br /> <br />POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br />WELDED CONNECTION <br /> <br />Cl <br /> <br />i <br />i )* <br />1.-- - ~ <br />I 1* <br /> <br />+- L----+ <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />ISOLATED FOOTING <br /> <br />3-1/2" CONC. SLAB <br /> <br />f <br /> <br />2'-0" ~IN. <br />BEFORE SLOPE <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 THESE PLANS. <br /> <br />/ <br /> <br />l' - <br />I-l- -- <br /> <br /> <br />(1) 15 BAR CONT. <br /> <br />(1) 14 BAR CONT. <br /> <br />NOTE: FISER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING <br />o - 2"/12" 2"/12" _ 1'-10" <br /> <br />NOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 p.s.1. CONCRETE W/ 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br />STEEP SLOPE FOOTING <br />> 1'-10' <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER &: DEVELOPMENT CONSUI.:rANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX II 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO SE REPRODUCED IN WHOLE OR IN A&.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE. <br /> <br /> <br />" <br />.> <br /> <br />43 <br />