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v <br />100, 0" <br />48" 294 100 121 Otl 440 <br />SIDEWALK EDGE <br />s <br />c11 � <br />.. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. to O m <br />m(z u <br />N <br />.. .. ... .. .. ... .. . . .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... — -c� 0.1 <br />' 4' 4" 30, 0„ 31' 4„ 30' 0, 4' 4" z Q 0 <br />_ — <br />.. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. .. ... .. ) I-LL <br />ji <br />ul <br />Lu <br />Z c: <br />J m <br />Qj <br />CD <br />> <br />O � ui <br />COVERED OUTSIDE SEATING a �M-0 <br />SIDE WALK SLAB MAXIMUM 1/2" " <br />BELOW BUILDIN FIN[ H FLOOR COVERED ENTR 16'4" AWNING OVER GLASS L - <br />/SIDE WALK SLAB MAXIMUM 1/2" �l cEl <br />ELOW BUI DING FINISH FLOOR W LL J <br />°D • . • 11' 8" 10' 0' 2' 0" 3' 4" 17' 10•' ' 0" ' 4" 2' 0 17' 10" 4' 8" 4' 8" 4' 8" 11' 8" W 0 <br />�p -c ,fy(�3� (y <br />iL j) w <br />0 0 <br />T V. � T.V. T.V. <br />C <br />0 6, 8" 301 0„ 281011 0 <br />co � <br />" " 11 " „ " OPEN CEILING TO BAR JOIST to "BIKE LLJ <br />T8" 82 80 82 80 82 80 8'2" <br />Lo too U 0 - N N <br />i <br />I I Z c'� � rn <br />lit <br />" O <br />"� CV N <br />" 1 I I I I 1 1 1 a <br />49 `r' � o 0 <br />M —- — - — - — - — - ------------------ --- -- MENS o Lu <br />t 10'0" HARD CLG i„ � <br />POOL TABLE POOL TABLE POOL TABLE POOL TABLE WOM E NS c N <br />10'0" HARD CLG �t <br />ED <br />p FLOOR DRAIN FLOOR DRAW 49 <br />i� ® 1' 6" ® o }� c� <br />--- ------------------- -- --- CD <br />-- - - - —- - - — M <br />x 0 x Lo <br />-- e -i N <br />It la z <br />N ' m t•- G <br />At f z O <br />3' 0" 43' 0" 3' 0" -+'6' 5" 3' 0" 7' 10" W Z <br />HOSE OPEN CEILING TO BAR JOIST 4%" 2" 2" "�" ' 6%" 2" i QQ O <br />GO 1 i <br />BIBA 1co lit <br />4' 8" 3' 4" 5' 0" 6' 0" 5' 0" 3' 4" 5' 0" 6' 0" <br />CS4 <br />I I I I I I I I •••/,��,• <br />- - - - — - — - — - - — - - BAR DESIGN TO BE VERIFIED BY OWNER ••••.' <br />•••••• N p <br />HIGH TOP HIGH TOP HIGH TOP HIGH TOP M ••.�•.•• U 5' O" <br />,••,•• 60 GAL ELEC <br />•••r • �Q'� p WATER HEATER <br />1� - - - - - - - - - --------- ............. .....................• "..--.............. • • l`"/J O <br />. . <br />j <br />o OPEN CEILING TO BAR JOIST ; 1, ��®`�"I" SODA �� SITE BUILT <br />N o" 21-36DP-710EBIN o O WALK IN COOLER o <br />49 <br />Lo zo s i 5' 8" m ° BY OTHERS <br />4' 8116' 0" 5' 0" 3' 4" 5' 0" 6' 0" 5' 0" 3' 4" 8' 4" ' occ a <br />w 4' 0" 6' 0" 1' 8" 4' 0" 4' 0" 11' 0'/2" 14' 0%" <br />I ti <br />4 5 ED in' <br />I f�j j� I_ _ _ _ I jf I _ _ _ I jf /f �� I _ _ _ I �j I % `�F� a/e" Y FLOOR DRAIN STORAGE ROOM ? <br />— - m FLOOR DRAIN eQ T.V. y FLOOR DRAIN O OPEN CEILING TO BAR JOIST <br />` ® a ® PACKAGE CABINET <br />LOW TOP LOW TOP LOW TOP LOW TOP ti o >. T.V. <br />Wo <br />iffE = BOTTLE LIQUOR OPEN CEILING TO BAR JOIST a <br />d U SERVING CABINET ir <br />. O r , <br />------ � ----- ----- 3,2„ 2'0" 8'0" 4s/e" 5�0�� $� 0 0 0 0 :• `ZJ <br />m M <br />SKIHI2SS xZ O O O O <br />j i 21-36DP-7 ICE BIN SKICB4T72LR 4 COMP SINK HAND WASH UJ m w O u') <br />% <br />O SODA <br />zp i FLOOR DRAIN O 14�U- <br />3'4" 5' 0" 3 4" 5' 0" 3' 4" 8' 4" I I : ' : ' Q co <br />,lit, <br />------------------------ <br />1 J <br />BABCOCK ROOF ACCESS DAVIS BA3630 ¢ TCH Mj LL <br />I � WITH FIXED LADDER E..� W w <br />IYFO-300A ICE MACHINE '^ <br />BAR DESIGN TO BE VERIFIED BY OWNER MANITOWOC J <br />a <br />o D <br />--- - Q J 3 LOW TOP = FLOG® RAIN 1 4' 8" <br />OPEN FLOOR AREA _ `° ® <br />FOR BAND c IOPEN CEILING TO BAR JOIST <br />I <br />c 1 <br />SPRINKLER OFFICE UTILITY lid CL <br />STAFF CLOSET © 10'0" HARD CLG 10'0" HARD CLG : ' : : : W <br />10'0" HARD ClG OPEN TO BAR JOIST it <br />.m <br />z <br />ARCADE GOLF 51 0" 4' 0" 7' 7%-' 6' 0" 6' 8" iff <br />18' 4" 16' 4" BOWLING ARCADE GAME o ATM o0 4%" 45/ 4%" MOP SINK 4%" ... .. ... <br />T.V. T.V. <br />a <br />I I , , HOSE <br />... .. ... .. ... .. ... .. ... .. ... ,. BIB .. ... .. ..SPRINKLER .. ... .. ... .. ... .. ... .. ;.. .. ... <br />ALL CELLS OF 8" BLOCK WALLS TO I , , 6 WATER INLET <br />12 O HAVE 1 - #5 VERTICAL ROD FROM <br />�. <br />O FOOTINGS BELOW TO TOP OF WALL : : : : : : : : : : : : : : : : : : : : : : <br />.. .. ... .. ... .. ... .. WITH CELLS POURED SOLID WITH .. ... .. ... .. <br />MINIMUM 2500 PSI CONCRETE 6, 4" I 30, OK !2, 0" <br />11 .. .. .. .. .. l <br />7'8" X 4'0" AWNING 1 .. .. .. .. .. .. .. .. 4'2" X 4'0� AWNIN 1 I. <br />------------ ------------- <br />------ •- --*--- <br />SIDEWALK EDGE <br />100, 0" <br />FLOOR PLAN 1 /411 = 1' 0" <br />3 5/8" 20 GA STEEL STUD WALL FROM 3 5/8" 20 GA STEEL STUD WALL 10'0" <br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS FLOOR TO BOTTOM OF ROOF DECK ABOVE FINISH FLOOR WITH 1/2" <br />WITH 1/2" GYPSUM BOARD EACH SIDE GYPSUM BOARD EACH SIDE <br />ARKAY ENGINEERING INC. <br />OSTRUCTURAL ENGINEERS <br />Z <br />5 1/2" 20 GA STEEL STUD WALL FROM 5 1/2" 20 GA STEEL STUD WALL 10'0" <br />FLOOR TO BOTTOM OF ROOF DECK ABOVE FINISH FLOOR WITH 1/2" <br />WITH 1/2" GYPSUM BOARD EACH SIDE GYPSUM BOARD EACH SIDE <br />RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 37296 <br />4 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS 1 <br />THE 24'0" TALL 8" BLOCK WALLS 234" TALL 8" BLOCK WALLS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />AGREE TO UNDERSTANDS S,IDEMTHAT IFY,AN DEFENER D <br />DESIGNER <br />IRO IALLCLACS,LOSSE AND THEREFORE ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <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 FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, St IT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIARI F FOR COST OF FOR 139 MPH WIND ZONE RISK CATEGORY II ARKAY 18739 <br />RFDAIRS OR OFFIAY TO T4IF f ONSTRLI .LION <br />