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<br />ATTACHED & FREE-5TANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />3-1/2R (4" NOMINAL) <br />ALL SLABS <br /> <br /> <br /> <br />r- <br /> <br />2'-0" MIN. <br />BEFORE SLOPE 1 <br /> <br />(1) #50-BAR CONT. <br /> <br /> <br />TYPE I <br />FLAT SLOPE / NO FOOTING <br />0-2"/12R <br /> <br /> <br />C/). <br />w~ <br />-..... <br />a:' <br /><:N <br />>..... <br /> <br />. oil <br />_--.---.""""l! <br />/" <br /> <br />IT <br /> <br />12" <br />TYPE III <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />NOTES: <br />1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 <br />PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SlAB, BY <br />FIELD SOIL TEST OR A SOIL TESTING LAB. <br />2. THE SlAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS. AND COMPACTED PRIOR TO <br />PLACEMENT OF CONCRETE. <br />3. NO FOOTING OTHER THAN 3-112" (4" NOMINAL) SLAB IS REQUIRED EXCEPT WHEN <br />ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE OF THE <br />CARPORT OR PATIO COVER EXCEEDS 20'-0". THEN A MINIMUM OF A TYPE II FOOTING IS <br />REQUIRED. ALL SlABS SHALL BE 3-112" (4" NOMINAL) THICK <br />4. 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 W/S" MIN. EXPOSED ABOVE GRADE. <br />5. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH Sx6-10x10 <br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH. <br />6. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING <br />SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. <br /> <br />SLAB-FOOTING DETAILS <br />SCALE: 3/4" = 1'-OR <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER - DEVELOPMEHT CONSUL TANT <br />P_O. BOX 4368. SOUTl-t DAYTONA, FL 32121 <br />TELEPHONE (386) 7fi7-4774 <br />FAX (386) 767-6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 2002 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNElT. PE <br /> <br />PAGE <br /> <br />2-23 <br />