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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 CHANNa x .t. <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />3/B. x 3-1/2. BOLT <br /> <br />BO L8, 2500 PSI CONCRETE <br />PRE-t.lIX <br /> <br />3"x3. BASE <br /> <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 />POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br /> <br />3" lC 3" POST T1.JRN BOLTED <br />TO ANCHOR RISER <br /> <br />'--" <br /> <br />> <br />~ <br />, LL-1Y <br /> <br /> <br />2-3/4" lC 2-3/4. lC 2-1/2" <br />LONG x 1/8" T1.JBING <br /> <br />WELDED CONNECTION <br /> <br />Cl <br /> <br />1/4. TAPCON lC 1-1/2" <br /> <br />12" ~, 12. lC 1/4. PLATE <br /> <br />T <br /> <br />2'-0" MIN, <br />BEFORE SLOPE <br /> <br />3-1/2" CONC. SLAB <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />NOTE: IF LOCAL BUILDING DEPARTMENT HAS A <br />MINIMUM FOOTING SPECIFlCA TION. THAT <br />MINIMUM SHALL SUPERCEDE THESE PLANS, <br /> <br />ISOLATED FOOTING <br /> <br />f <br /> <br /> <br />. ) :;:JLL~.'",ji;., {;. <br /> <br /> <br />(1) 64 BAR CONT, <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />. "L" j, "'I' ,/" <br />N II', <br />~ - 8" <br /> <br />STEEP SLOPE FOOTING <br />> 1'-,10. <br /> <br />FLA T SLOPE / NO fOOTING MODERA TE SLOPE FOOTING <br />o - 2./12" 2"/12" _ 1'-10" <br />,'IOTE: NO fOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P,S.I. CONCRETE W/ 6 x 6 - 10 lC 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />'- <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENOJNEER &: DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (904) 767.4n4 <br />fA)( /I 1 (904) 767-6556 <br /> <br />C COPYRIGHT. 1996 <br />NO r TO BE REPRODUCED IN WHOLE OR IN FJl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, <br /> <br /> <br />" <br />.:l <br /> <br />43 <br />