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<br />A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />I <br /> <br /> <br />:.,. <br />C\/ <br /> <br />'t' IS THICKNESS OF <br />REQUIRED POST <br /> <br />L <br /> <br />C'I <br />..... <br />.... <br />I <br />C') <br />l <br /> <br />1 <br /> <br />. '16" ---1 <br />ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION <br /> <br /> <br />SECTION 2 <br /> <br />TOP OF GRADE <br /> <br />3. x 3. POST SEE TABLE <br /> <br />(2) 2" x 2' x "t" ANGLE OR <br />(1) U CHA"'-"EL x "t" <br /> <br />3/8. x 3-1/2. BOLT <br /> <br />~ 80 LB. 2500 PSI CONCRETE PRE- MIX <br /> <br />3' x 3" BASE <br /> <br />POST IN CONCRETE <br />#4 BAR 12. LONG <br /> <br />POURED CONCRETE <br /> <br />REFER TO TABLE 2.4 <br /> <br />C'I ;IT}/: <br />..... , <br /> <br />'7 !t// <br />C\I i I <br /> <br />i-~ ~ <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' TUBNG <br /> <br />WELDED CONNECTION <br /> <br />o <br /> <br />/ <br /> <br />~> <br />! IV <br />~ L---J <br /> <br /> <br />+---. <br /> <br />ISOLA TED FOOTING <br /> <br />FASTEN PER TABLE 2.5 <br /> <br />3-1/2" CONC. SLAB <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />2'- O. MIN. <br />BEFORE SLOPE ~ <br />I f M <br /> <br />~ <br /> <br />(1) #5 BAR CONT. <br /> <br /> <br />TYPE I <br />FLA T SLOPE I NO FOOTING <br />o - 2' I 12' <br /> <br />TYPE n <br />MODERA TE SLOPE FOOn.IG <br />2'/12. - 1'-10' <br /> <br />(1) #5 BAR CONT. <br /> <br />8. <br /> <br /> <br />~ -,/' <br /> <br />,1<'.8" <br /> <br />TYPE II <br />STEEP SLOPE FOOfflG <br />) 1-10' <br /> <br />NOTES: t NO FOOTING REQUJU:D EXCEPT wt-EN ADDRESSING EROSION UNTL H-E ROOM <br />EXCEEDS 16'-0.. ROOMS GREATER THAN 16'-0. USE TYPE I FOOTING. <br />2. FOOTINGS SHALL BE MIll. 2,500 PSI CONCRETE WITH 6x6-lOx10 WELDED WIRE tvESH <br />OR FBER ~SH MAYBE USED IN LEU OF MESH. <br />3. F LOCAL BULDNG CODES REQUIRES A MNMUM FOOTING USE TYPE U FOOTING OR <br />FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />Lawrence E. Bennett, P.E. <br />CIVl. ~ - DEVELOPf.ENT CONSU.. rANT <br />P.O. BOX 4388, SOUTH DAYTONA, Fl 32121 <br />TELEPHQfIE (904) 767- 477 4 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOLE OR N PART WffiiOUT TH: WRITTEN PERMISSION OF LAWRENCE E. BE/'H:fT, P.E <br /> <br />PAGE <br /> <br />43 <br />