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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />2'-0" MIN. <br />BEFORE SlOPr <br /> <br />~ <br />L m ... ... m m - :- <br /> <br />(1) #50 BAR CONT. <br /> <br /> <br />(1) #50 BAR CO NT. <br /> <br />.-.---..-.- <br />. <br /> <br /> <br />. <br />.""..-.---.., <br />... ,/~ ~ <br /> <br />/ . <br />. . <br /> <br /> <br />8" <br /> <br />12" <br /> <br />TYPE I <br />FLAT SLOPE' NO FOOTING <br />0-2" , 12" <br /> <br />TYPE II <br />MODERATE SLOPE FOOTING <br />2" /12" - 1'-10" <br /> <br />TYPE III <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />NOTES: <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 />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 />~ . . ....-. <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 />SEAL <br /> <br />PAGE <br /> <br />2-18 <br /> <br />@ COPYR1GHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, <br />