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<br />11 <br /> <br />VARI ES <br /> <br /> <br />6'-0' <br />eMU) <br /> <br /> <br />cc <br /> <br /> " <br /> ~ <br /> I ~ <br /> " <br /> \0 <br />t3 <br />~ '" <br />~ ~ i <br />I <br /> " <br /> \0 .... <br /> <br /> <br />I <br /> <br />~ UI* WALL <br />I16JCIt NCW L~ HC1HE <br />IIXIIXJ 6 CCLL 1JLDCK <br /> <br />NDT~' FOR Hel GHT < 32'. C. :.. PI ~RS <br />. II' -0' a c. CNAJ(.) AIlE ALLDW~D <br />FOR Hel GHT < 84'. 18' WI DC FDDT~R & <br />c.:.. P/~ItS. JD''''' a c. CNAJ(.) AR~ ALLDW~D. <br /> <br />V) <br />~ <br />c ~ <br />~ <br /> <br /> <br />6/-0' <br /> <br />4' XI " <br />SPLI T .1 CK <br />WALL <br /> <br />VARI ES <br /> <br /> <br /> <br />6/ -0' <br /> <br />6/-0' <br /> <br />RAISED SLAB PLAN <br />No T. S. <br /> <br />6X6 '10/10 W. W. H. <br />DR F/6CRNCSH <br /> <br /> <br />'APDR ~CR <br />CL~AN C~T~D FILL <br />SOIL TO t5X STIINlWlD <br />DCNSI TY. <br />P/~RS <br />(I) '5 ReAW fJCR <br />CDLtMN . 6' a C. NIoX, <br />I N CONCReTE F/ LL ILK. <br /> <br />HDRTAR KTW~EN <br />.,1 CK AND 1JLDCK <br />B'XB'XI6' CELL <br />1JLlJCI( 6' HAX. <br />Hel GHT. <br /> <br />FI N1 SHeD GRAIJC <br /> <br />(J) '5 IICAW CONT. <br /> <br />NOTE' <br />FOR Hel GHTS > 55', USE SOLID <br />c.:.. JACKUP WALL 010 PI ERS) <br /> <br /> <br />1 NOHI HAL CONCRETE <br />-r 2~0 psi HIM <br /> <br />5/8' REBAR <br />FROM FOOTER <br />I NTD SLAB <br />THRU CELL <br />BLOCKS. <br /> <br />THIS STRUCTURE HAS BEEN DESIGNED IN <br />ACCORDANCE MATH THE '97 STANDARD BLOG, <br />CODE MATH ALL REVISIONS TO <br />CHAPT. 1606 FOR 110 MPH WIND VELOCITY <br />VOID AFTER 2-1-01 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HAVEN, FL. .13880 Pg. 2- G <br />(86.1) 299- 1048 <br /> <br />TYPI CAL SECT! ON <br />No T. S. <br /> <br />DA VID NORRIS ENGINEERING <br />ENGINEERS · LAND SURVEYORS · PLANNERS <br />PERMITTING . DRAFTING <br />112 COLEJIAN ROAD <br />WINTER HA VEN. FLORIDA 33880 <br />(863)299-1048 <br /> <br /> <br /> <br />STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITI. <br />THE 1997 STD. BLDG. CODE w/ALL REVISIONS TO CHAP.1 <br />(D.L. +20 PSI / L.L.(D. = 1/80 MAX.) 100 MPH WIND VELOCITY <br />