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<br />VARJ ~S <br /> <br />l' <br />\ <br /> <br /> <br />6' -0' <br />(MAX) 1 <br />000000000000000000000000000 <br /> <br />BACK UP VALL <br />UNDCR H081LC HOHC <br />8X8XI6 CCLL 8LOCK <br /> <br /> <br />NOTE: FOR HEIGHT ~ 32", C,8, PIERS <br />@ 8' O,C, (MAX,) ARE ALLOWED, <br /> <br />FOR HEIGHT < 24", 12" WIDE FOOTER & <br />C,6, PIERS @-10' O,C, MAX. ARE ALLOWED <br /> <br />o <br /> <br />V) <br />lu <br />......, <br />~ <br />~ <br /> <br />o <br /> <br /> <br /> <br />5/8' ReBAR <br />rROH rooreR <br />/!vro SL AD <br />rl-lRU CLLI. <br />DL OC K S <br /> <br />.' X16' <br />SPi./ r DRI CK <br />"'ALl. <br /> <br />61-0' <br /> <br />6/-0' <br /> <br />6/-0' <br /> <br />VARI es <br /> <br /> <br />6X6 'I 0/1 0 v, v, H. <br />OR F/BCRHCSH <br /> <br />"XI6' BRICK <br />SOI.ID SPI.I r rAce <br /> <br /> <br />~ <br /> <br />ApOR BARRI CR <br />CLLltN COHpACTCD F'lLL <br />SOIL TO 9:5X STANDARD <br />DeNSI TY, <br />=a=o:-PI CRS <br />~ (I) ,:5 RCBAR peR <br />COLUMN' 6' a C. MAX. <br />IN CONCRCTC F/ LL ILK, <br /> <br /> <br />THIS STRUCTUR[ HAS 8[[N DeSICN[D IN <br />ACCORDANC[ I+1TH TH[ '97 STANDARD 8LDG <br />COO[ I+fTH ALL RCIl1SIONS TO <br />CHAPr. /606 FOR 110 /.IPH I+1ND ...LOCIT" <br />VOID AFTrR 2-1-0/ <br /> <br />0,4. '>10 NORRIS ENGINeeRING <br />112 COLEMAN RO, <br />I+1NTrR H,4.VEN, FL. JJ880 P9' 2 - C <br />(86J) 299-/0~8 <br /> <br />'(O/HAR BerveeN <br />BRICK AND DI.OCK <br /> <br />8' x8' XI 6' CLLL <br />BL OCK 6' MAX, <br />"'c/GIH <br /> <br />:" <br /> <br />," N! S"'CD GRADe <br /> <br /> <br />!.. <br /> <br />1 <br /> <br />(I) ,:5 RCBAR CON~ <br /> <br />vC'C <br />rOR ..,elGHrs ) 55', use SOLID <br />: B BACKUP VALL (NO PI [RS) <br /> <br />TYPI CAL SeCT! ON <br />No T, S. <br /> <br /> <br />DA VI)) NORRIS ENGINEERING <br /> <br />E.'! .:::ERS. LAND SURVEYORS · PLANNERS <br />PERMITTING . DRAFTING <br />112 COLEMAN ROAD <br />WINTER HA VEN, FLORIDA 33880 <br />(863)299-1048 <br /> <br /> <br />S TRue TURE- <br />THE 1997 ~ <br />(OL,+20 P~" <br /> <br />~TAILED IN THESE PLANS WERE DESIGNED WI TH <br />BLDG, CODE w/ALL REVISIONS TO CHAP. 7606 <br />/ L. L.( 6. - 1/80 MAX.) 100 MPH WIND VEL OCI TY <br />