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<br />SECTION 2 <br /> <br />ATTACHED & FREE-8T ANDING COVERS AND UTILITY SHEDS <br /> <br />TYPE' <br />FLAT SLOPE / NO FOOTING <br />0-2-/12" <br /> <br /> <br />3-1/2- (4- NOMINAL) <br />ALL SLABS <br /> <br />C/): <br />Wo <br />0::- <br />..... .' <br />Sco <br /> <br />2'-0- MIN. <br />I BEFORE SLOPE 1 <br /> <br /> <br />G <br /> <br />C/). <br />W"It <br />o::~ <br />c(N <br />>- <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 SLABlFOUNDATION 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. <br />5. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-1Ox10 <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 " FOOTING OR <br />FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAl CODE GOVERNS. <br /> <br />SLAB-FOOTING DETAILS <br /> <br />SCALE: 314- = 1'-0- <br /> <br />SEAL <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIl ENGINEER . DEVELOPMENT CONSUl.. TANT <br />P.O. BOX 4381. SOUTH MYTONA, Fl32121 <br />TELEPHONE (38ll) 187-4n4 <br />FAX (38ll) 187.e556 <br /> <br />PAGE <br /> <br />C COPYRIGHT 2001 <br />2 -24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION Of'LAWRENCE E. BENNETT. P.E. <br />