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<br />GR'D S" <br />(MIN.) <br /> <br /> <br /> <br />IKJOD STUD <br /> <br />P. T. PLA TE <br /> <br />GR'D <br /> <br /> <br />\J <br /> <br />.," <br />(MIN.) <br /> <br />"" :A:~ :..... ~. ....... ~. ~. ' <br />\61 I /,.... .,. ..... . <br />~ ~." ..~. ,.:. r " <br />CD .:,~,.;:, . <br />I .. ~~.. I <br />~ <br /> <br /> <br />.019" ALUMINUM <br />(MIN. 2" LAP <br />FOR ~T. JTS.) <br /> <br />KOOD STUD <br /> <br />WOOD CONSTRUCTION <br /> <br />REQ'D SOIL SEPARA TION <br />N. T.S. <br /> <br />2'-0. MIN. <br />BEFORE SLOPE <br /> <br /> <br />~ <br /><4- : 1 M . .. ....... ,,'';' . ~. : '" <br /> <br /> <br />FLA T SLOPE / NO FOOTING <br /> <br /> <br />MIN. 2500 PSI CONCRETE <br />WITH 6X6-10X1{} W.W.M. <br />OR ABERMESH (TYPICAL) <br /> <br />2500 PSI CONe. <br />W/ (1) 15 CONT. <br /> <br />r.':.......,. :.~. <br />. ," "'" ~ <br />. ........ ill' ....". <br />8 .:i~;~.~:/. <br />12. I <br /> <br />S" X S" W/ (1) 15 CONT. <br /> <br /> <br />1"/FT. - 3"/FT. <br /> <br /> <br />3./FT. - 6"/FT. <br /> <br />FOOTING DETAILS ADDRESSING EROSION <br />N. T.S. <br /> <br /> <br />2500 PSI. (MIN.) CONCRETE <br />6x6-10/10 W.W.M. OR <br />ABERMESH CONCRETE <br /> <br />00 <br /> <br />....oil. <br /> <br />'. .. <br /> <br />. ., 0" <br /> <br />8" MIN <br />Q) 16" MIN. <br />@12. MIN. <br /> <br />FDDT~R <br />N, T, S. <br /> <br />TYP leAL MDNDL I THlC <br />(THICKENCJJ SLAB EDGC) <br />f!KllES; <br />IN LAKE COUNTY: <br /><D CONCRETE FOUNDA TlONS MUST BE 12" (MIN.) BELOW ANISHED GRADE <br /><g) s" (MIN.) FROM AN/SHED GRADE TO ANY UNTREA TED KOOD <br /> <br />IN HILLSRORO COUNTY: <br />~ GLASS ROOAlS REQUIRE (MIN.) 16"x16" MONOLITHIC FOOTER w/ (2) 15 REBAR <br />SCREeN ROOMS AND POOL CAGES REQUIRE (MIN.) S"xS" MONOLITHIC FOOTER W/(1) 15. <br />KOOD CONSTRUCTION REQUIRES SIGNED AND SEALED SITE SPEC lAC DETAILS <br /> <br />IN CHARLOTTE COUNTY: <br />@ MIN. FOOTER SIZE IS 12"x12" W/(1) 15 CONT. <br /> <br />THESE S7RUCWRES DESIGNED WITH THE 2004 <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />&t CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE B &t C <br />VOID AFTER 2 1 09 <br /> <br />DA V1D NORRIS ENGINEERING <br />112 COl..ElJAN RD. <br />WINTER HA VEN, FL 33880 <br />(863) 299-1048 P.t:. 321B6 <br /> <br /> <br />Pg. 3-C <br />