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<br /> <br />'---- <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 />(1) HAT CHANNEL x "t" <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br /> <br />TOP OF GRADE <br />3" x 3" POST SEE TABLE <br /> <br />3/B" x 3-1/2" BOLT <br />80 LB, 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />r <br /> <br />,4 ". " <br /> 4 <br />...:4' . " . 4 <br />1 16" 1 <br /> <br />3"x3" BASE <br /> <br />. <br />N <br />........ <br />I <br />,., <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />.) <br /> <br /> <br />> <br />- ~ <br />LL_fV <br /> <br />1~30LA TED FOOTING <br /> <br />2' -0" MIN, <br />BEFORE SLOPE <br /> <br />I <br /> <br /> <br />" . ~ 1 il C':' i <br /> <br />3" x 3" POST 1\JRN BOLTED <br />TO ANCHOR RISER <br /> <br />POURED CONCRETE <br /> <br /> <br />POST IN CONCRETE w/ 14 ~ BAR <br />12" LONG <br />ok--- <br /> <br />2-3/4" x 2-3/4" x 2-1/2" <br />LONG x 1/8" lUBING <br /> <br />WELDED CONNECTION <br /> <br />REFER. TO TABLE 5 <br /> <br />12" J( 12" x 1/4" PLATE <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, THA T <br />MINIMUM SHALL SUPERCEDE THESE PLANS. <br /> <br />1 <br /> <br /> <br />(1) 14 BAR CONT. <br /> <br />,j <br /> <br />--- <br />/ <br />'" <br /> <br />, ~i};\,.;:i:,,:'.~ <br /> <br />"Jl~~:t!' <br /> <br />. <br />N <br />~ <br />