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to ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 ::"1: 'f~ 3-1/2" (4" NOMINAL) ALL SLABS (1) #50 BAR CONT. 2'-0" MIN. ~ BEFORE SLOPE " .-.-.,.-.- 8" TYPE I FLAT SLOPE / NO FOOTING 0-2" / 12" C/) . w'<t (2"7 <(N >-r- TYPE II MODERATE SLOPE FOOTING 2" / 12" - 1'-10" (1)tflS0 BAR CO NT. " 4 _'-'-'-'-z! /" TYPE III STEEP SLOPE FOOTING > 1'-10" NOTES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB, 2, THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE, 3. NO FOOTING OTHER THAN 3-1/2" (4" NOMINAL) SLAB IS REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE OF THE CARPORT OR PATIO COVER EXCEEDS 20'-0", THEN A MINIMUM OF A TYPE II FOOTING IS REQUIRED, ALL SLABS SHALL BE 3-1/2" (4" NOMINAL) THICK. 4. FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR TYPE II FOOTING AND 14" FOR TYPE III FOOTING W/ 6" MIN, EXPOSED ABOVE GRADE.. 5. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH, 6. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS, SLAB-FOOTING DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 @ COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 2-23