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I a IT 011 ALL COLUMNS AT BUILDING TO HAVE ADDITIONAL FOOTINGS FAD, SEE CUT SECTION DETAIL CONCRETE STOPS HERE, FORM END WITH CURB AS SHOWN ON FLOOR PLAN ALL COLUMNS AT RETAINING WALL TO SET ON TOP OF EXISTING FOOTINGS, SEE CUT SECTION DETAIL 11,011 \\EXISTING\\\\\ CAR WASH MASONRY BUILDING \'�\ \\k 1 \0 1 \ \ \ \ \ \ \ 1111 IIIIIIIIIUL'Im I I I I I I I I I I I I 1-1-LI-IJ L I I I I I I I I I I I LI I I I I 11. 1. 1 -111111111 1.11111.111 ilaaL III 11111 1 1111111 Iij I i I i ! i i I I I I I I I i I I I IIIII I I I I [1j]= I I I I I III I I I I I I I I I I I I I I I I I I I F— i---------- f-------------------- f ------------------- i---I------------------ f----------------- --- f---------------------,-- if -------------------- ------------------- iE ---------------_ — — — tt ■ 1 1 1 I I I I I I - 1 ` - - - - L - - - j ` - - - - - - - - j- POWER STEEL LINTELS WITH DOUBLE ROW 8"X16" KNOCK OUT LINTEL BLOCK WITH (1) 1*5 REBAR EACH COARSE POURED 0 SOLID WITH 3000 PSI CONCRETE (TYP) 9' 4II 91 411 91 4II 91 411 91 111 c3I 411 el 4 11 1B1 11 r Q11 1 I 1 I I I I I I I I 1 I I I 1 1 1 1 I I I I 1 I I I I 1 I 1 I 1 ■ ■ I I ■ ■ 1 ■ — — — — — — — — — —7- — — — — 1— — — — -7 1 1 1 ■ I I 1 I 1 I I 1 I I 1 I I 1 I 1 1 1 1 I 1 1 I 1 I 1 1 I I I I 1 I 1 1 I POWER STEEL LINTELS WITH DOUBLE ROW 8"X16" KNOCK OUT LINTEL BLOCK WITH = (1) "5 REBAR EACH COARSE POURED Q SOLID WITH 3000 PSI CONCRETE (TYP) _ 1— ■ ■ — — — — �— — — — — — — — 1� — — — — — — — — — — — — — — — — — — — — — — — — — — — — ■ ■ ■ ■ ■ Nl .. .. ... .. ... .. ... .. ... .. ... .. ... .. CUT 8" TO 12" FROM TOP OF EXISTING MASONRY RETAINING WALL TO ALLOW FOR CONCRETE TO POUR OVER TOP OF WALL AS SHOWN, (VIF) EDGE OF THE EXISTING CONCRETE PARKING LOT - - 117711�- -\ -\ -\ -� -\ -\7 -\17 -\ -\ -\ - 8"X16" BLOCK COLUMNS WITH (1) 05 VERTICAL REBAR EACH CELL FROM 12"X3ro"X36" CONCRETE PAD BELOW WITH (4) "5 REBAR EACH WAY. SEE CUT SECTION DETAIL FOR HEIGHTS OF COLUMNS 1=OUNDATION PLAN 1/411 _ 11 p11 111111® REMOVE EXISTING PLANT AREA AND POUR NEW CONCRETE THAT WILL SLOPE UP FROM EXISTING PARKING LOT GRADE TO NEW CONCRETE AREA. THERE IS APPROXIMATE 8" DIFFERENCE. CAR WASH MASONRY BUILDINCx � \ i i 111111KINK IN roXro-W2.-BXW2.c3 WIRE MESH ----------------- IIIOK 17 5AR JOISTO 24 OC WITH - WITH 4" 4000 f=SI CONCRETE REINFORCE WITH roX(o-W2,cJXW2.'3 WIRE MESH ------------ 5AfR J016T PLAN 1/411 = 11 011 t THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIVDEY FLORIDA LICE!dSE NUMBER 31296 I HERBY CERTIFY TART THESE PLANS AND SPECIFICATIO NS WERE PREPARED" BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1603 O F THE FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE AND 2009 SUPPLEMENTS y Z W w 11ww v, Q WcoO� � M O�W � Lu W QMQM WH�Lu W O 1- �Wc� crj 2o° Z!l A tL L � L Z u Ow B1� lU A o t 8 (y- Ul�o� �b H z 0 Q cri � O z � o Q Q 1L U3: � Q hl � U� z z o� U� Q � uj id FIG 2OF3