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P c>� OPEN AREA 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 TOP OF EXISTING MASONRY WALL OF RETENTION AREA APPROXIMATE IS" ABOVE PARKING LOT XISTINCx � GAR WASH MASONRY BUILDING EX16TING RETENTION AREA APPROXIMATE -12" DEEP EXISTING PLANT AREA EDGE OF THE EXISTING CONCRETE PARKING LOT EX16TINCB FLOOR PLAN 1/411 _ 11 011 — -\— —\ —\— —\7- -\ —\— —\�—\ —\\7- —\ —\ —\ —\7- —\�— CAR IUASN MASONRY BUILDING \ 'k' 11\1 \ \ \ \ \ \ \ JAA B AT. TOP .OF SLAP AT THIS A f. . TO'SAME HEIGHT• AS ,RETgININCz ' : : � ?� : : ' : : ' : : ' : ,i PEN AREA . .. ..... . .. ... .. i.. I �.. . . .. . .. NEW O Cfi� OOR 'R OVER R rt, ON ,4R �4 .. .. ... .. ... .. ... ... ... .. ... .. .r`. .. ... ... .. ... .. ... ... .. ... .. ... .. ... ... ... .. ... .. �'...?-. .. ' q y'' . r,� .. ... .. ... ... .. f^� . ... ... ... A�•�/// .. , .. .. - . t ., 1. '. .. ... .. ... .. . .. ... .. ... .. ... .. .. CUT 6" 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 NEW FLOOR PLAN 1/411 _ 11 011 REMOVE EXISTING PLANT AREA AND POUR NEW CONCRETE THAT WILL SLOPE UP FROM EXISTING PARKING LOT GRADE TO NEW CONCRETE AREA. THERE WILL BE APPROXIMATE 10" DIFFERENCE. TOP OF WALL AS THIS LOCATION 15 FLUSH WITH CONCRETE PARKING LOT n f 1COD r d �i i�'r '' T f t.� T TYR r, 04 Atv HILLS ARKAY ENGINEERING INC. STRU RAIL ENGINEERS e r RIGHA D L, 1<1POEY P.E, FLORIDA LICTENSE NUMBER 31296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS WERE PREPARF_D BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 0 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 200E SUPPLEMENTS \R v O a NQ V QO WooO�� M P �C4�MZ O rr C-4 �WM cos apMD M cQ V NJ Q) :3 L d1-g 0 �- - fa p Ul � o28-- co 00-0 W �Qu-J Ul n, QQQ��`QQQLx{{{ -- (La)QL z p � O O ao M O O z d u.i O Q Q O u- U� �a V ZZ O� U� �a L PIG 1 OF 3 ARKAY * /31.5^4