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<br />ATTACHED ALUMINUM COVERS <br /> <br />(2) 1-1/2" x 1-1/2" x "t" ANGLE, i <br />OH (1) U CHANNU x "\" ~ <br /> <br />(1) HAT CHANNEL x "t" <br /> <br />..., <br />N <br /> <br />.../ <br /> <br /> <br />TOP OF GRADE <br />,- .f'x.'"POSTSll 'AllIL <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br /> <br />,.-/ <br /> <br />3/B" x 3- 1 /2" BOL T <br /> <br />/ <br /> <br />BO LS, 2500 PSI CONCRETE <br />PRE -MIX <br /> <br /><I . <br /> <br />. . <br /> <br /><I <br /> <br />. . <br /> <br /><I <br /> <br />3"xJ" BASE <br /> <br />. <br />N <br />'"', <br />I <br />..., <br /> <br />16" <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH- POST CONNECTION <br /> <br />1 <br /> <br />() <br /> <br />j <br /> <br /> <br />/ <br /> <br />3" x 3" POST TURN BOlTED <br />TO ANCHOR RISER <br /> <br />,~ <br /> <br />2-3/4" x 2--3/4" x 2-1/2" <br />POST IN CONCRETE w/ '4 e BAR / LONG x 1/8" TUBING <br />12" LONG <br />~- - <br />pOURrn CONCRETE ~ - L WEl.DfD CONNEC liON <br /> <br />REFER TO TABLE 5 <br />~7 -- ~~4" lAI'CON. 1 1/2" <br /> <br />------==-'~~:.~~, ,::_~~ <br />- -. -J- ~~ ,~ <br />-.. ~ 12" x 12" x 1/4" PLAIE <br /> <br />3-1/2" CONe. SLAIl <br /> <br />I I <br /> <br />ISOLA TED FOOTING <br /> <br />2' -- 0" MIN, <br />BFTORF SLOPE <br /> <br />r --1 , <br />- L4-=- -- <br /> <br /> <br />/ -:E: -FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />NOlL If DCAL BUILDING DEPARIMENT HAS A <br />MINIMUM ['OOIlNG SPEClrLCA liON, THA 1 <br />MINIMUM SHALL SUPERCEDE THESE PLANS, <br /> <br />FLA T SLOPE / NO FOOIlNe; <br />o - 2"/12" <br /> <br />NOIE: NO FOOliNG [XUPI WlllN ADORLSSING UW~;ION <br />MIN. 2500 PSI. CONCR[ IE W/ 6 x &- 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br />(1) 15 BAR CONl. (1) '4 BAR CONT <br /> <br />--~. <br />~ J 1 ;. \\ <br />- .l <br />8" ,-<' <br />STEEP SLOPE FOOllNG( ,'\' <br />> 1'-10" ~', (.... <br />- \"..- <br />,,'~\. ,-<. V <br />'~S' <;)\ '\ <br />r \) "< C::;-o <br />SLAB DETAILS ADDRESSING EROSI,O~-\'V()\\ ~ <br /> <br />',' . :.,~. <br /> <br /> <br />- <br />--~-- <br />"" J B" 1 <br /> <br />MaDERA IE SLOpf FOOTING <br />2"/12" - 1'-10" <br /> <br />. /'rY~ <br />LAWRF.NCI<: E. BR~NinT, .'.E. <br />CIVIL ENClINEER '" DEVELOPMENT CONSUll-ANT <br />PO. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX' 1 (904) 767-6556 <br /> <br />o COPYRIGHT, 1996 . <br />NOT TO BE REPRODUCED IN WHOLE OR IN flIl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. PE, <br /> <br /> <br />o <br /> <br />43 <br />