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<br />KOOD STUD <br /> <br />P. T. PLA TE <br /> <br />GR'D <br />\1 <br /> <br />GR' D S" <br />(MIN.) <br /> <br /> <br />'I" <br />(MIN.) <br /> <br />(%> :...~ ....... ~. ....... -!;. ~. ' <br />, .,.... .... ....', . <br />. .. '"' I . <br />. ~. ~ .~. ,-;. <br />CD .: '~'. ~'. . <br />I "~~" I <br />~ <br /> <br />WC)O <br /> <br />CONSTRUCTION <br /> <br /> <br />FLA T SLOPE / NO FOOTING <br /> <br /> <br />2500 PSI CONC. <br />W/ (1) 15 CONT. <br /> <br />..:. ',.;:] 8I ::.:>..~.::;.:::~: <br />':,,:;',~~: 12" ,]':.;.;~.t.,~:::_'. <br />::.! J <br />: ,:~.l:!; . I 12. I <br />. \J..:-I RIBBON FOOTING. <br />(FOR SCREEN ENCLOSURES) <br /> <br /> <br /> <br />.019" ALUMINUM <br />(UIN. 2" LAP <br />FOR ~T. JTS.) <br /> <br />IKlOD STUD <br /> <br />DO STUD <br /> <br />2" <br />!CMIN.) <br /> <br />REQ'D SOIL SEPARA TION <br />N. T.S. <br /> <br />S" X s" W/ (1) 15 CONT. <br /> <br /> <br />1",IFT. - 3",IFT. <br /> <br />MIN. 2500 PSI CONCRETE <br />1'tf7H 6X6-10X10 w.W.U. <br />OR FlBERUESH (TYPICAL) <br /> <br /> <br />3",IFT. - 6",IFT. <br /> <br />FOOTING DETAILS ADDRESSING EROSION <br />N. T.S. <br /> <br /> <br />2500 PSI. (UIN.) CONCRETE <br />6x6-10/70 w.w.u. OR <br />FlBERMESH CONCRETE <br /> <br /> <br />6@ <br /> <br />TYPIC MONOLITHIC FOOTER <br />(THICKEN 1J SLAB EDGE) N, T. S, <br />t:J!llES; <br /> <br />NDA "'ONS UUST BE 12" (MIN.) BELOW FINISHED GRADE <br />OM FlNI;sHED GRADE TO ANY UNTREA TED KOOD <br /> <br />.12"x12" W/(I) 15 CONT. <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004 <br />FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT <br />de CHAP. 6 OF ASCE 7 FOR 170-150 MPH <br />WIND vaOCITY (3 SEC. GUST) EXPOSURE B de C. <br />VOID AFTER 2-1-09 <br /> <br />DA 11I0 NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA IlE:N. FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br /> <br />Pg. 3-C <br />