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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />2'-0" MIN. <br />I BEFORE SLOPE 1 <br /> <br /> <br />'/ )/~>>. )/>>);)>;/~%%~~1<~~~~~ <br />/ /("(/('V /, / /, / /. " <br /> <br /> <br />'>' TYPE I 4\"S~1J <br /> <br />FLAT SLOPE / NO FOOTING <br />0-2" / 12" <br /> <br />3-1/2" (4" NOMINAL) <br />ALL SLABS <br /> <br />(1) #50 BAR CONT, <br /> <br /> <br /> <br />8" <br /> <br />TYPE II <br />MODERATE SLOPE FOOTING <br />2" /12"-1'-10" <br /> <br />(1 ) #50 BAR CONT. <br /> <br /> <br />CJ)= <br />wv <br />0:::;- <br /><(N <br />>..... <br /> <br /><J Ll <br />_'-'-'-'--z! <br />/~ <br /> <br />12" <br /> <br />Notes: <br /> <br />1. The foundations shown are based on a minimum soil bearing pressure of 1,500 pst. Bearing capacity of <br />soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. <br /> <br />2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. <br /> <br />3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the <br />projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a <br />Type II footing is required. AlI'slabs shall be 3-1/2" (4" nominal) thick. <br /> <br />4. For wood frame utility sheds the minimum depth of the footing shall be 10" for Type II footing and 14" for <br />Type III footing with 6" Min. exposed above grade. <br /> <br />5. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh <br />or crack control fiber mesh: Fibermesh @ Mesh, InForce TM e3 TM (Formerly Fibermesh MD) per <br />maufacturer's specification may be used in lieu of wire mesh. <br /> <br />6. If local building codes require a minimum footing use Type II footing or footing section required by local <br />code. Local code govems. <br /> <br />TYPE III <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />SLAB-FOOTING DETAILS <br />SCALE: 3/4" = 1 '-0" <br /> <br />Lawrence E. Bennett, P.E. FL # 16644 <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P,O, BOX 214368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE: (386) 767-4n4 <br />FAX: (386) 767-6556 <br /> <br />@ COPYRIGHT 2004 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E. <br /> <br />PAGE <br /> <br />2-23 <br />