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<br /> <br />VARJ es <br /> <br />BACK UP VALL <br />UNDCR MOBILC HOMC <br />8X8XI6 CeLL BLOCK <br /> <br />1 <br />\~ <br />i <br />I <br />I <br /> <br />6' -0' <br /> <br />(HAX) f <br /> <br />NOTE: FOR HEIGHT ~ 32", C.B. PIERS <br />@ 8' O.C. (IMX.) ARE ALLOWED. <br /> <br />FOR HEIGHT < 2..., 12" WIDE FOOTER & <br />C.B. PIERS @-10'O.C. IMX. ARE ALLOWED <br /> <br />D <br /> <br />V) <br />lu <br />......., <br />ct <br />~ <br /> <br /> <br /> <br /> <br />5/8' R(BAR <br />rROX roor[" <br />INTO SLAB <br />n.,Rv CCLL <br />BL OCK S <br /> <br />61-0' <br /> <br />61-0' <br /> <br />6'-0' <br /> <br />VARJ es <br /> <br />RAIS~D SLAB PLAN <br />H. T. S, <br /> <br />6X6 II O/J 0 v. v. H- <br />OR FI BCRHCSH <br /> <br />"Xi6' BRICK <br />SOLID SPLI r FACC <br /> <br /> <br />APOR BARRICR <br />CLCAN COHPACrCD FILL <br />SOIL TO 9:5X STANDARD <br />DCHSI TY. <br />PI CRS <br />(/) ,:S RCB"'R PCR <br />COLUHH I 6' a C. H"'X. <br />IN COHCRcrc FILL BLK. <br /> <br /> <br />-1 NOMINAL CONCRCTC jl. ~ <br /> <br />--r "" ';-~ ! .~. <br />10/ ~;\l \~ <br />//,~/ '"y\ <br />/ "7 <br /> <br /> <br />",ORrAR BCT"'[[N <br />Be; CK AND BLOCK <br /> <br />8'X8'XI6' C[LL <br />BLOCK 6. MAX <br /> <br />"""[/ (jH: <br /> <br />....: S....[D CRADC <br /> <br />---- <br /> <br />~ <br /> <br />(I) '5 RCD"'R CaNT. <br /> <br />THIS STRUCTtlR[ HAS B[[N OfSICNE:O 'IV <br />ACCORDANC[ ~ TH THE: '97 5 T ANOARO Bt:;C <br />COOE: ~ TH ALL Rn1SIONS TO <br />CHAPT. /505 FOR 1/0 MPH ~NO vr:LOC;"" <br />VOID AFTCR 2- 1- 01 <br /> <br />'J:~C <br /> <br />r:;e "'[J CM T S ) 55'. use SOLI D <br />: 3 BACKUP "'ALL (NO PI [RS) <br /> <br />TYPJ CAL SeCTJ ON <br />No T. S. <br /> <br />OA VlD NORRIS ENGiN[[RING <br />1/2 COLEMAN RD. <br />WIN TCR HA VEN, FL. JJ880 <br />(85J) 299-10+8 <br /> <br />I <br />I P9 2- C <br />I <br />I <br /> <br /> <br />DA VID <br /> <br />NORRIS <br /> <br />ENGINEERING <br />\ <br /> <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 /> <br />,..-- <br />'" <br /> <br />',OTE STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED w/n-i <br />THE 1997 S TO. BLDG. CODE w/ALL REVISIONS TO CHAP 7 606 <br />(0 L + 20 PSI / L. L.( 6. - 7/80 MAX.) 700 MPH WIND VeL oC! TY <br />