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<br />A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />ALUM~UM CONVERNT <br /> <br />SECTION 2 <br /> <br />PORCH POST CONNECTION <br /> <br />+--- <br />I <br />I <br /> <br /> <br />POST IN CONCRETE <br />#4 BAR 12" LONG <br /> <br />POURED CONCRETE <br /> <br />REFER TO TABLE 2.4 <br /> <br />~ .111/ <br /> <br />.,/ <br />L ~> <br />LL--1Y <br /> <br />3" x 3" POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />2-3/4" x 2-3/4" x 2-1/2" <br />LONG x 1/8" TUBING <br /> <br />WELDED CONNECTION <br /> <br /> <br />Cl <br /> <br />ISOLA TED FOOTING <br /> <br />FASTEN PER TABLE 2.5 <br /> <br />3-1/2" CONe. SLAB <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />2'-0" MIN. c-.. <br />BEFORE SLOPE ;:: <br />f 1v cJ, <br /> <br />~ <br /> <br />(1) #5 BAR CONT. <br /> <br /> <br />8" <br /> <br />TYPE I <br />FLA T SLOPE / NO FOOTING <br />o - 2" / 12" <br /> <br />TYPE n <br />MODERA TE SLOPE FOOTNG <br />2"/12" - f-lO" <br /> <br />(1) #5 BAR CONT. <br /> <br /> <br />~ .,i< <br />TYPE II <br />STEEP SLOPE FOOTNG <br />) f-10" <br /> <br />NOTES: t NO FOOTNG REOURED EXCEPT Wt-EN ADDRES~G EROSION UNTL THE ROOM <br />EXCEEDS 16'-0". ROOMS GREATER THAN 16'-0" USE TYPE I FOOTING. <br />2. FOOTNGS SHALL BE MN. 2,500 PSI CONCRETE WITH 6x6-lOx10 WELDED WIRE MESH <br />OR FIBER MESH MAYBE USED IN LEU OF MESH. <br />3. F LOCAL BlILDlNG CODES REQUIRES A MNMUM FOOTING USE TYPE 8 FOOTING OR <br />FOOTNG SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />Lawrence E. Bennett, P.E. <br />Ct\IL ENGI>EER - DEVELc:A.ENT CONSlA. rANT <br />P.O. BOX 4368. SOUTH DAYTONA, FL 321Z1 <br />TElEPHOI'E (~) 767-4n4 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT TI-E WRITTEN PEHMISSION OF LAWRENCE E. ae.N:TT. P.E. <br /> <br />PAGE <br /> <br />43 <br />