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<br /> <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 />"[' <br /> <br />~ <br />I <br />I') <br /> <br /> 4 . <br />..:4" .. 4 .. '4 <br />1 16. 1 <br /> <br />3.x3. BASE <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. x 3" POST l\JRN BOLTED <br />TO ANCHOR RISER <br /> <br />1'1 <br /> <br /> <br />2-3/4" x 2-3/4. x 2-1/2. <br />LONG x 1/8. l\JBING <br /> <br />WELDED CONNECTION <br /> <br />-----... <br /> <br />> <br />. -- ~ <br />LL-lY <br /> <br />12. x 12" x 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 />MINIMUhl FOOTING SPECIFICATION, THAT <br />MINIMUM SHALL SUPERCEDE THESE PLANS. <br /> <br />I~)OLA TED FOOTING <br /> <br />1" <br /> <br /> <br />lI' <br /> <br /> <br />(1) 14 BAR CONT, <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />:.1' ""I,.'i'''' <br />ili .,i . <br />- 8" <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />,'LA T SLOPE / NO FODTING MODERA TE SLOPE FOOTING <br />) - 2./12. 2"/12. - 1'-10" <br /> <br />.10TE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P.S.1. CONCRETE W/ 6 x 6 - 10 x 10 <br />WELDED WIRE hlESH OR FIBER MESH CONCRETE <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />'- <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVR. ENOlNEER .t DEVELOPMENT CONSUU'ANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (004) 767-4n4 <br />FAX . 1 (904) 767.6556 <br /> <br /> <br />C (OPYRIGHT, 1996 <br />NC: r TO BE REPRODUCED IN WHOLE OR IN fliI.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE. <br /> <br />. <br /> <br />" <br />.;) <br /> <br />43 <br />