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o� <br />EXISTING WALL OF BUILDING <br />WITH 05 VERTICAL RODS iv 2' 4" <br />OC WITH CELLS POURED SOLID <br />DRILL 4" INTO EXISTING FOOTINGS <br />AND EPDXY (3) 05 REBAR AS SHOWN <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR: FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />=^1.7 I IIYC: rVV 111`71.;0 <br />11 411 WITH (2) #5 REBAR <br />31 OII <br />A5 5UILT RETENTION CUT 6ECTION <br />N, T. S, <br />EX16TINC-4 FOOTINGS AND WALL INFORMATION <br />DETERMINED FROM 48 IBUILT DRAWING5 FROM <br />LOCAL 5UILDING DEPARTMENT <br />s • <br />8K1 BAR JOIST -9 24" OC WITH VULCRAFT I,OC26 <br />WITH 4" 4000 PSI CONCRETE REINFORCE WITH <br />foX6-W2.9XW2.9 WIRE MESH, <br />114"X4"X6" STEEL PLATE WITH 518"X6" <br />ANCHOR BOLT WELDED TO BOTTOM TO <br />SET IN TOP OF WALL, WELD BAR JOIST <br />TO PLATE AT EACH SIDE WITH I" PUDDLE <br />WELD <br />8"X16" BLOCK COLUMNS WITH (1) "5 <br />VERTICAL REBAR EACH CELL POURED <br />SOLID WITH 3000 PSI CONCRETE FROM <br />FOOTING PAD BELOW <br />BOTTOM OF RETENTION AREA <br />12"X36"X36" 3000 PSI CONCRETE <br />PAD BELOW WITH (4) 05 REBAR <br />EACH WAY, <br />m <br />EXISTING FOOTINGS <br />WITH (2) #5 REBAR <br />• <br />A\-TAC I DF I 0 jtj517S \A](V <br />SKI BAR JOIST mat 24" OC WITH VULCRAFT 1,OC26 <br />WITH 4" 4000 PSI CONCRETE REINFORCE WITH <br />6Xro-W2.SXW2.S WIRE MESH <br />I14"X4"X6" STEEL PLATE WITH 5/8"X6" <br />ANCHOR BOLT WELDED TO BOTTOM TO <br />SET IN TOP OF WALL, WELD BAR JOIST <br />TO PLATE AT EACH SIDE WITH 1" PUDDLE <br />WELD <br />POWER STEEL LINTELS WITH DOUBLE ROW <br />8"X16" KNOCK OUT LINTEL BLOCK WITH <br />(1) #5 REBAR EACH COARSE POURED <br />SOLID WITH 3000 PSI CONCRETE (TYP) <br />8"X16" BLOCK COLUMNS WITH (U "5 <br />VERTICAL REBAR EACH CELL FROM <br />PAD BELOW <br />�I o <br />10"X16"X36" 3000 PSI CONCRETE 31 On <br />PAD WITH (3) "5 REBAR EACH WAY <br />NEW RETENTION CUT &ECTION <br />N.T.S. <br />8"X16" BLOCK COLUMNS WITH (1) 1*5 <br />VERTICAL REBAR EACH CELL POURED <br />50LID WITH 3000 PSI CONCRETE. DRILL <br />6" INTO EXISTING FOOTINGS AND EPDXY <br />EACH "5 REBAR <br />u <br />:ETE <br />REA <br />JITH "5 <br />WAY <br />CUT 8" TO 12" FROM TOP OF EXISTING MASONRY <br />RETAINING WALL TO ALLOW FOR CONCRETE TO <br />POUR OVER TOP OF WALLAS SHOWN, (VIF) <br />4!5 FEW X' C44-r- (-rff �- <br />EXISTING CONCRETE <br />�— PARKING LOT AREA <br />REMOVE EXISTING PLANT AREA AND POUR NEW <br />CONCRETE THAT WILL SLOPE UP FROM EXISTING <br />PARKING LOT GRADE TO NEW CONCRETE AREA. <br />THERE IS APPROXIMATE 8" DIFFERENCE. <br />EXISTING RETAINING WALL <br />WITH "5 VERTICAL RODS <br />6 2' 0" OC WITH ALL CELLS <br />OF WALL POURED SOLID <br />EXISTING FOOTINGS WITH #5 <br />REBAR 12" OC EACH WAY <br />ARKAY ENGINEERING INC. <br />STRU RAL E'O'NEERS <br />RICHAF?D L. KODEY P.E. <br />FLORIDA LICEN6E NUM1,3ER 312S& <br />I HERBY CERTIFY" THAT THESE PLANS AND SPECIFICATIO NS <br />WERE PREPARED Br ME OR UIIDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 O F THE <br />FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST) <br />WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 <br />FLORIDA BUILDING CODE AND 200E SUPPLEMENTS <br />�y <br />2 <br />^y <br />W <br />wy <br />ZWMc�Q <br />O > M V DO <br />WooOtQi, � M <br />�:svN <br />W <br />2oNpQM W <br />W <br />W <br />O <br />r <br />� � <br />M <br />z L &L � o <br />L <br />z 03 <br />0 <br />Uzl� Qo�ui <br />LU Q&L <br />OA) a <br />z <br />0 <br />a <br />� O <br />4 0 <br />� o � <br />� � z <br />Q Q O <br />1L <br />U� <br />`uj <br />Z <br />U� <br />QQ Q� <br />@Q <br />i <br />PG <br />3OF3 <br />,aRKAY # /31D� <br />