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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />TYPE I <br />FLAT SLOPE / NO FOOTING <br />0-2" /12" <br /> <br /> <br />(1) #50 BAR CO NT. <br /> <br />2'-0" MIN, <br />BEFORE SLOP <br /> <br /> <br />~ <br /> <br />TYPE III <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />NOTES: <br /> <br />1, NO FOOTING OTHER THAN 4" SLAB IS REQUIRED EXCEPT WHEN ADDRESSING EROSION <br />UNTIL THE CARPORT OR PATIO COVER EXCEEDS 20'-0" THEN A MINIMUM OF A TYPE II <br />FOOTING IS REQUIRED. <br /> <br />2, FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR <br />TYPE II FOOTING AND 14" FOR TYPE III FOOTING. <br /> <br />3. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10 <br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH. <br /> <br />4, IF lOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR <br />FOOTING SECTION REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. <br /> <br />SLAB-FOOTING DETAILS <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) 7674774 <br />FAX (904) 767~556 <br /> <br />SEAL <br /> <br />',-- <br /> <br />PAGE <br /> <br />2-18 <br /> <br />@ COPYR1GHT 2000 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />