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<br />GR'D S. <br />~(MIN. <br />.,.. <br />(MIN, <br /> <br /> <br />IM:IOO STUD <br /> <br />STUD <br /> <br />GR'D <br /> <br /> <br />.019" ALUMINUM <br />(MIN. 2" LAP <br />Fa? lOT. JTS.) <br /> <br /> <br />P. T. PLA TE: <br /> <br />C2> .....iIIr 00 .. ~,,,,,,,'-t' p.." <br />. I ',,' .... . .... .... :. . <br />. : ~ If ...~. ..: ' . <br />CD : '.' ':,: ':' 45" (TYP.) <br /> <br />I ,.~~.. I <br />~ <br /> <br />\l <br /> <br /> <br />wo <br /> <br />CONSTRUC770N <br /> <br />REO'D SOIL SEPARA TlON <br />N. T.S. <br /> <br />2'-0. M'N. <br />BEFORE SLOPE I <br />I 4" EXISTING SLAB J <br /> <br />~ <br />,-X. .. . ' " . . 4, : . .' :. ':. <br />4: ,,, '.. ..........;. . . :'" <br /> <br /> <br /> <br /> <br />FLAT SLOPE / NO FOOTING <br /> <br />8" X S" W/ (1) 15 CONT. <br /> <br /> <br />'./FT. - 3"/FT. <br /> <br /> <br />2500 PSI CONe. <br />W/ (1) 15 CONT. <br /> <br />MIN. 2500 PSI CONCRE"TE: <br />'11TH 6X6-10XtO W. W.M. <br />a? FlBERMESH (TYPICAL) <br /> <br />12" X S" W/ (1) 15 CONT. <br /> <br />sI y;:~~:~~). <br />.~~..;".:. :i"~,. <br />12. I <br /> <br /> <br />3"/FT. - 6"/FT. <br /> <br /> <br />FOOTING DETAILS ADDRESSING EROSION <br />N. T.S. <br /> <br />2500 PSI. (MIN.) CONCRE"TE: <br />6x6-10/70 W.W.M. a? <br />FlBERMESH CONCRE"TE: <br /> <br />TYPICAL MONOLITHIC FOOTER <br />( TH I CKENL SLAB EDGE) N. T. S. <br />f:KllES; <br />IN LAKF CD/JNTY~ <br />CD CONCRETE: rou, iA TlONS MUST BE 12" (MIN.) 8ELOW FINISHED GRADe <br />~ S" (MIN.) FROM FINISHED GRADe TO ANY UNTRCA TED IM:)O{) <br /> <br /> <br />IS 12"x12" W/(1) 15 CONT. <br /> <br />TH~ STRUCTURES DESIGNED WTH THE 2004- <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />de CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WND VELOCITY (3 SEC. GUST) EXPOSURE B de C. <br />VOID AFTER 2 1 09 <br />DA \170 NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA \lEN, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br /> <br />Pg. 3-C <br />