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SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS r 2'-0- MIN. -,I<- 3-112- (4- NOMINAL) ~ (1) #50 BAR CONT. .-..-..-.- . U). w..,. ~~ >~ 8- nP.f.J1. MQt)ERATE SLOPE FOOTING 2-/12- - 1'-10- (1) #50 BAR CONT. . 4 -'-'-'-'~ /~ / . · 4 TYPE I FLAT SLOPE / NO FOOTING 0-2-/12- 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 SlABlFOUNDATION SHAlL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING OTHER THAN 3-112- (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" FOOTING IS REQUIRED. AlL SlABS SHALL BE 3-112" (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. 5. MONOLITHIC SlABS AND FOOTINGS SHAlL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-1Ox10 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 " FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAl CODE GOVERNS. SLAB-FOOTING DETAILS SCAlE: 314- = 1'-0- 12- TYPE III STEEP SLOPE FOOTtN'G > 1'-10- SEAL Lawrence E. Bennett, P.E. eM ENGINEER. DE\lB.OPM:NTCOHSU. TANT P.O. BOX 43811, SOUTH ~YTONA. Fl32121 TElEPHONE (388) 787-4774 FAX (388) 787.e55e PAGE 2-24 C COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCe E. BENNETT, P.E.