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<br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />r <br />~ <br />~ <br /> <br />~ <br />r <br /> <br /> <br />TOP OF GRADE <br /> <br />"t" IS THlCKtESS OF <br />REQUAED POST <br /> <br />3" x 3" POST SEE TABlE <br /> <br />(2) 2" x 2" X "t" ANGLE OR <br />(1) U a-tAf'H3.. x .t. <br /> <br />3/8" x 3-112" BOlT <br /> <br />80 LB. 2500 PSI CONCRElE PRE-t.t)( <br /> <br />3" x 3" BASE <br /> <br />1 <br /> <br />16" <br /> <br />1 <br /> <br />.ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION <br /> <br />,- <br /> <br />o <br /> <br />L ~> <br />l-L-lY <br /> <br /> <br />POST N CONCRETE <br />f4 BAR 12" LONG <br /> <br />POURED CONCRETE <br /> <br />REFER TO TABLE 2.4 <br /> <br /> <br />3" x 3. POST ~N BOLTED <br />TO ANCHOR RISER <br /> <br />2-3/4. x 2-3/4. x 2-112. <br />LONG x 118. TUBNG <br /> <br />WELDED CONECTION <br /> <br />FASTEN PER TABLE 2.5 <br /> <br />3-112" CONe, SLAB <br /> <br />ISOLA TED FOOTING <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />2'-0" MN. <br />BEFORESLOPE ~ <br />T 1~ cI, <br />~ <br /> <br /> <br />(1) #5 BAR CONT, <br /> <br />(1) #5 BAR CONT, <br /> <br />TYPE I <br />FLAT SLOPE / NO FOOTNG <br />0-2./12" <br /> <br />TYPE I <br />MODERATE SLOPE FOOTNG <br />2./12. - f-1O. <br /> <br />TYPE . <br />STEEP SLOPE FOOTNG <br />) f-1O. <br /> <br />NOTES: t NO FOOTNG REQUA:[) EXCEPT WI-EN ADORESStIG EROSION lNTL nE ROOM <br />EXCEEDS 18'-0", ROOMS GREATER THAN 18'-0" USE TYPE I FOOTNG. <br />2. FOOTtfGS SHALL BE WI. 2,600 PSI CONCRETE WITH 8x8-1Ox1O WELDED WAE t.t:SH <br />OR FlIER MESH MAY BE USED N LEU OF MESH. <br />3. F LOCAL BtA..DNJ CODES REOLR:S A WNH FOOTNG USE TYPE I FOOTNG OR <br />FOOTNG SECTION REa.ED BY LOCAL CODE. LOCAL CODE GOVERNS, <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />Lawrence E. Bennett, P.E. <br />ava. ENGNEEIf - lE\IB.ClA.ENT CONSU.TANT <br />P.O. BOX 4388, SOUTH DAYTONA. Fl 32121 <br />TEl.S'HOfE (004) 787-.cn.c <br />FAX (004) 787-lI5ll8 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1997 <br />NoT TO BE REPRODUCED N WHOlE OR N PART wmtClUT ne WRfTTEN PERMS8ION OF LAWRENCE E BENoETT, P.E. 43 <br /> <br />PAaE <br />