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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 />~" x ~" 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 CONCRElE <br />PRE-MIX <br /> <br />l <br />~ <br />I <br />r<> <br /> <br />,4 .' . <br /> 4 <br />..:.. . . . <I <br />I 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 /> <br />POURED CONCRElE <br /> <br />REFER TO TABLE 5 <br /> <br /> <br />3" x 3" POST ruRN BOLTED <br />TO ANCHOR RISER <br /> <br />'---- <br /> <br />> <br />~ <br /> <br />l-L-1\/ <br /> <br /> <br />2-3/4" x 2-3/4" x 2-1/2" <br />LONe x 1/8" ruBINe <br /> <br />WELDED CONNECTION <br /> <br />( l <br /> <br />12" x 12" x 1/4" PLAlE <br /> <br />2'-0" MIN. <br />BEFORE SLOPE <br />T f : <br /> <br /> <br />~ ' "I"'''i!i'Tl'''''''~'''iI'''''''''j'' <br />/ . NOTE. "BE' "'~:: ~~~~;~ <br /> <br />NOT REQUIRE WIRE MESH <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 SPECIFICATION, THAT <br />MINIMUM SHALL SUPERCEDE THESE PLANS. <br /> <br />1~30LA TED FOOTING <br /> <br /> <br />(1) 15 BAR CaNT. (1) 14 BAR CaNT. <br /> <br />--- <br />/' <br />/ <br /> <br /> <br />I"LA T SLOPE / NO FOOTING MaDERA lE SLOPE FOOTING <br />I) - 2"/12" 2"/12" _ 1'-10" <br /> <br />:'IOlE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P.S.I. CONCRElE W/ 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRElE <br /> <br />~ J~"'l <br /> <br />SlEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />'- <br /> <br />LAWRENCE E. BENNETT, P.E. <br />ClVR. ENGINEER &: DEVELOPMENT CONSUU"ANT <br />P. o. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (004) 767.4n4 <br />FAX II 1 (004) 767-6556 <br /> <br />Q COPYRIGHT, 1996 <br />NO r TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRllTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />" <br />u <br /> <br />43 <br />