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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />2'-0" MIN. <br />BEFORE SLOPE ~ <br />r f;;;, <br /> <br />TYPEr <br />FLAT SLOPE I NO FOOTING <br />0-2" /12" <br /> <br />(1) #5 BAR CONT. <br /> <br />.~ <br />. .." <br />. .-.~,......- <br />~ '.,,,,,, : .. . <br />f. .... <br /> <br />8" <br />TYPE II <br />MODERATE SLOPE FOOTING <br />2" 112" - 1'-10" <br /> <br />(1) #5 BAR CONT. <br /> <br /> <br />NOTES: <br />1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM <br />LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II <br />FOOTING IS REQUIRED, <br /> <br />2. 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 MESH. <br /> <br />3. 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 />TYPE III <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />SLAB-FOOTING DETAILS <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, FL32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />@ COPYRIGHT 1999 , <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E, <br /> <br />SEAL <br /> <br />PAGE <br /> <br />59 <br />