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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />2'_0" MIN. <br />BEFORE SLOP'7r <br /> <br />~ <br /> <br />(1) #50 BAR CONT. <br /> <br />8" <br /> <br /> <br /> <br />00_ <br />Wo <br />(r'";'" <br />oCt: . <br />>00 <br /> <br />(1) #50 BAR CONT. <br /> <br />TYPE I <br />FLAT SLOPE I NO FOOTING <br />0-2" 112" <br /> <br />TYPE II <br />MODERATE SLOPE FOOTING <br />2" 112" - 1'-10" <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 />- <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P.O, BOX 4368. SOUTI:f DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767~556 <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 />