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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />SECTION 2 <br /> <br />r <br />. <br />(II <br />1- <br />;:. <br />~ <br />I' <br /> <br /> <br />TOP OF GRADE <br /> <br />"t" IS THlCKtESS OF <br />REQUIRED POST <br /> <br />3" x 3. POST SEE TABLE <br /> <br />(2) 2" x 2" X "t" ANGLE OR <br />(1) U CHA~ x .t. <br /> <br />3/8. x 3- V2" BOLT <br /> <br />80 LB. 2500 PSI CONCRETE PRE-MX <br /> <br />3. x 3. BASE <br /> <br />1 <br /> <br />18" <br /> <br />1 <br /> <br />-ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION <br /> <br />r-- <br /> <br />o <br /> <br />L ~> <br />l-L-lY <br /> <br /> <br />POST N CONCRETE <br />#4 BAR 12. LONG <br /> <br />PCUlED CONCRETE <br /> <br />REFER TO TABlE 2.4 <br /> <br /> <br />3" x 3. POST TrnN BOLTED <br />TO ANCHOR RISER <br /> <br />2-3/4. x 2-3/4. x 2-V2" <br />LONG x 1/8. TUBNG <br /> <br />WElDED CONECT1ON <br /> <br />FASTEN PER TABLE 2.5 <br /> <br />3-1/2" CONe. SLAB <br /> <br />ISOLA TED FOOTING <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />2'-0" MN. <br />BEFORE SlOPE ~ <br />r 1~ cJ, <br />~ <br /> <br />(1) #5 BAR CONT. <br /> <br />(1) #5 BAR CONT. <br /> <br /> <br />TYPE I <br />FLAT SlOPE I 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 FEQUFtED EXCEPT WH:N ADORESSNG EROSION l.tflL TIE ROOM <br />EXCEEDS 18'-0". ROOMS GREATER nwf 18'-0. USE TYPE I FOOTNG. <br />2. FOOTNGS SHALL BE ...... 2,500 PSI CONCRETE wmI 8x8-1Ox1O WELDED we: t.ESH <br />OR F8ER aESH MAYBE USED N lEU OF t.ESH. <br />3. F LOCAl BUl.DNG CODES RE~S A WN.N FOOTNG USE TYPE I FOOTNG OR <br />FOOTNG SECT10N RE~ BY LOCAL CODE. LOCAL CODE GOVERNS. <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />Lawrence E. Bennett, p"E. <br />aVI.. EHGH:l:R - DE\IEl.Of'M9'lT CONSU. TANT <br />P.O. BOX 4388, SOUTH DAYTONA, Fl 32121 <br />18..EPHOfE (004) 787-4774 <br />FAX (004) 787-8658 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOlE OR N PART wrrnour TlE WRrTTEN PERMSSlON OF LAWRENCE E BENETT, P.E 43 <br /> <br />PAGE <br />