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<br />SECTION 2 <br /> <br />ATTACHED & FREE-ST ANDING COVERS AND UTILITY SHEDS <br /> <br />r 2'-0" MIN. ~ 3-1/2" (4" NOMINAL) <br />BEFORE SLOPE I fAll SlABS <br />_n~~ <br />__ -...m m m fTI- -fTl-' <br /> <br />TYPE I <br />FLA T SLOPE / NO FOOTING <br />0-2"/12" <br /> <br /> <br />(1) #50 BAR CONT. <br /> <br />CI). <br />w'<t <br />-..... <br />cr .' <br />'<N <br />>..... <br /> <br />8" <br />TYPE" <br />MODERATE SLOPE FOOTING <br />2"/12" - 1'-10" <br />(1) #50 BAR CONT. <br />· 4 <br />."",....._._.........,~ <br />/. <br /> <br />/ . <br />· 4 <br /> <br /> <br />NOTES: <br />,. THE FOUNDATIONS SHOWN ARE BAsED ON A MINIMUM SOIL BEARING PRESSURE OF 1.500 <br />PSF. BEARING CAPACI1Y OF SOIL SHAll BE VERIFIED, PRIOR TO PLACING THE SlAB, BY <br />FIELD SOIL TEST OR A SOIL TESTING LAB. <br />2. THE SlABJFOUNDATlON SHAll BE CLEARED OF OEBRIS, 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 SlRUCTIJRE OF THE <br />CARPORT OR PATIO COVER EXCEEDS 20'-0". THEN A MINIMUM OF A 1YPE II FOOTING IS <br />REQUIRED. All SLABS SHAll BE 3-1/2" (4" NOMINAL) THICK. <br />4. FOR WOOD FRAME UTllI1Y SHEDS THE MINIMUM DEPTH OF THE FOOTING SHAll BE 10" FOR <br />TYPE" FOOTING AND 14" FOR TYPE'" 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 1YPE II 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 />12" <br />TYPE II' <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />lEAL <br /> <br />Lawrence E. Bennett, P. E. <br />CIV1L ENGINEER. DEvELOPMENT CONSUL TANT <br />P.o. BOX 4368, SOUTH DAYTONA, Fl32121 <br />TELEPHoNE (388) 767-4n4 <br />FAX (388) 767-esse <br /> <br />@ COPYRIGHT 2001 <br />-24 NOno BE Re"ROoucEo.. WHoo.E OR ON p,,", ""HaunHE "'om. _"", OF LA_ E.llENNErr. P.E. <br />