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<br /> f v <br /> , , <br /> 0 <br /> .....". , <br /> C:) <br /> I >< <br /> \D ~ <br />~i <br />I...L..J ' <br />--. <br />Q: <br />q: C:) <br />~ I ~ <br /> ~ <br /> \D <br /> <br />VARJ ~S <br /> <br />6' -0' <br />(MAX) f <br />000000000000000000000000000 <br /> <br />1 <br />I <br />----1< <br />I <br />I <br /> <br />.j <br />, <br /> <br /> <br />BACK UP VAL.L. <br />UNDO? HOBI L.C HOME: <br />8X8XI6 CnL. 8L.OCK <br /> <br /> <br />NOTE: FOR HEIGHT ~ 32", C,8, PIERS <br />@ 8' O,C, (IM,X,) ARE ALLOWED, <br /> <br />FOR HEIGHT < 24", 12" WIDE FOOTER & <br />C,8, PIERS @-10' O,C, MA.X. ARE ALLOWED <br /> <br />o <br /> <br />Vi <br />lu <br />....... <br />Q: <br />'G: <br />~ <br /> <br /><' XI 6' <br />SPLI T BRICK <br /> <br /> <br />6'-0' <br /> <br /> <br />-1 <br /> <br />5/8' RCBM,> <br />rRO>< roo TU' <br />INTO SLAB <br />THRV C[L;. <br />BL OCKS <br /> <br />6'-0' <br /> <br />61-0' <br /> <br />...-ALL <br /> <br />VARI ~S <br /> <br /> <br />6X6 110/10 v, v, H. <br />OR f"l BE:RME:SH <br /> <br /><'Xi 6' BRICK <br />S=~;j SPll r rAce <br /> <br /> <br />APOR BARRICR <br />CL.CAN COMPACTCD f"lL.L. <br />SOIL. ro 9~X STANDARD <br />DE:NSI TY, <br />PIE:RS <br />(I) ,~ RE:BAR PE:R <br />COL.UHN , 6' 0, C, HAX, <br />IN CONCRE:TE: f"lL.L. 8LK, <br /> <br /> <br />THIS STRUCTURe HAS BeeN oeSICNeD 'N <br />ACCORDANce t+1TH THe '97 STANDARD B,:;: <br />cooe t+1TH AU R01SIONS TO <br />CHAPT. /606 FOR 110 MPH WINO \>noc,~ <br />VOiD AFTfR 2-1-0/ <br /> <br />"OR TAR BC nlCCN <br />B~:C" AND BLOCK <br /> <br />8'X8'XI6' CCLL <br />BLOCK 6' MAX <br />...;c: c~; <br /> <br />.- .,.' s...[ C (jR A [)[ <br /> <br />(I) ,~ RE:8AR CON~ <br /> <br />'-I:: .C <br /> <br />r,'J~ -<[/OHTS ) 55', USC SOL.! D <br />:; 3 BACKUP ~ALL (NO PICRS) <br /> <br />TYPI CAL S~CTI ON <br />No T, S, <br /> <br />DA '>10 NORRIS [NGIN[[RING <br />1/2 COLEMAN RD, <br />Yr1N'TF:R HA VfN, FL. JJ880 <br />(86J) 299-10+8 <br /> <br />I P9 2- C <br /> <br />/ / <br />/ ~I <br />~/, <br /> <br />',:; T[ S TRUC TURes DeTAILeD IN THese PLANS WERe DESIGNEO WI T- <br />THE 1997 STD, BLOC, CODe w/ALL ReVISIONS TO CHAP 1606 <br />(OL,+20 PSI / L,L.(6 - 1/80 MAX.) 100 MPH WIND VeLOCITY <br /> <br /> <br />DA VID NORRIS ENGINEERING <br />ENGINEERS · LAND SURVEYORS . PLANNERS <br />PERMITTING . DRAFTING <br />112 COLEMAN ROAD <br />WINTER HA VEN, FLORIDA <br />(863)299-1048 <br /> <br />33880 <br /> <br />