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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 />r <br />~ <br />..,. <br />N <br /> <br />L..... <br />L4. : <br />1 <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 />3" x 3" BASE <br /> <br />~ <br />~ <br />..- <br />I <br />(\') <br /> <br />16" <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION <br />SCALE: 1/2" = 1'-0" <br /> <br />f <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 />lONG x 1/8" TUBING <br />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 />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 />P,O, BOX 4368. SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br />58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETT, P,E. <br />