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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br /> <br />TOP OF GRADE <br /> <br />~ 3" x 3" POST (SEE TABLE) <br />(2) 2" x 2" x "t" ANGLE OR <br />(1) U CHANNEL x "t" <br />3/8" x 3-1/2" BOLT <br />80 LB. 2500 PSI CONCRETE PRE-MIX <br /> <br /><fI, .' <br /> <br />3" x 3" BASE . <br /> <br />N <br />-- <br />.- <br />I <br />(t) <br /> <br />16" <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION <br />SCALE: 1/2" = 1'-0" <br /> <br />( <br />o <br />~~ <br />~'/ <br /> <br /> <br />POST IN CONCRETE <br />#40 BAR 12" LONG <br />POURED CONCRETE <br /> <br />(REFER TO TABLE 2 . 4) <br /> <br /> <br />3" x 3" POST TURN BOLTED <br />~ TO ANCHOR RISER <br />/ ;--- 2-3/4" x 2-3/4" x 2-1/2" <br />~ I LONG x 1/8" TUBING <br />V ;--- WELDED CONNECTION <br /> <br />FASTEN (SEE TABLE 2.5) <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />3-1/2" CONC. SLAB <br /> <br />I'" , <br />, -) <br /> <br />ISOLATED FOOTING <br />SCALE: 1/2" = 1'-0" <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />SCALE: 1/2" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />PO. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />i )' <br />'.,..-- <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br /> <br />58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. <br />