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30' 10" 54" <br />3' 4" <br />REMOVE WINDOW AND INSTALL NEW <br />DOOR. LINTEL TO REMAIN. BLOCK FILL <br />OPENING AS NEEDED <br />s <br />p <br />C. <br />D O <br />o ° <br />DRY GOODS <br />STORAGE Q °° 0 <br />a <br />�, D 3-RISERS @ 7" WITH 2-11" <br />° D 4' 0" d STEPS TO STAGE FLOOR <br />o ,- <br />GREEN ROOM <br />�• D <br />❑ <br />O ° <br />o• D <br />Y <br />° <br />Oe <br />Z <br />On <br />p <br />0 <br />v D <br />O ° <br />p <br />INSULATED WALL PANELS INSTALLED <br />° O <br />D <br />FROM CONCRETE TO BOTTOM OF THE <br />°e ' <br />EXISTING CONCRETE VAULT ROOF <br />p <br />w <br />o D <br />W <br />° D <br />2 <br />e <br />U) <br />Lu <br />p <br />0 <br />D <br />FLIP UP ENTRANCE TO BAR <br />WALK IN COOLER <br />° 0 <br />o• <br />e <br />p <br />9101, <br />�• D <br />O ° <br />REMOVE VAULT DOOR <br />BAR <br />INSTALL WOOD INTERIOR <br />DOOR <br />s <br />p <br />fn <br />0 co <br />0 <br />IT <br />n n <br />8'9" <br />T2" <br />c <br />Z x <br />DDW <br />° <br />Oe <br />p <br />pop <br />rnw <br />cn 0 o <br />DG <br />m <br />W <br />C., D C.,O C.,O v D <br />D <br />> > <br />u D u D � <br />> <br />D <br />m <br />z Z <br />s e s <br />O° <br />a <br />O° <br />Ons <br />4 s Q <br />4 a <br />4 <br />4 s d s <br />a a <br />U <br />O <br />V Z <br />N <br />ETBB-4SB BACK BAR <br />0 <br />M <br />CD <br />BAR <br />FLIP UP ENTRANCE TO BAR <br />BAR DESIGN BY OTHERS <br />r <br />MUG CHILLER r BEVERAGE IAR DD94-1-B95" <br />TBC-36SD/SB-GF BLACK BEER DISPENSER <br />260" <br />168" <br />DRYWALL OVER WINDOW <br />ON THE INTERIOR OF THE <br />BUILDING 7" ELEVATED PLATFORM BOX COLUMN <br />WITH BENCH SEATING <br />36" TALL WALL <br />FULL HEIGHT WALL <br />in <br />------------------------------------------------- <br />Ul To Ev L TV 0 STAIR WELL #1 <br />ADD WALLS TO COVER <br />ENTRANCE TO BELOW <br />C) STAIRS <br />UP TO L VEL TWO 1- B1400 ICE MACHINE <br />STORAGE BELOW <br />2- SY0894N REMOVE <br />ICE MACHINES ON TOP <br />co <br />(V <br />SIDE WALK EDGE <br />NOTE: <br />CUTTING OF EXISTING LEVEL TWO CONCRETE <br />FLOOR SYSTEM IS STRUCTURALLY ACCEPTABLE <br />22' 0" <br />3' 8" <br />0 <br />80' 0" <br />10, 0" <br />5' 4" _ 20' 8" <br />DRYWALL OVER WINDOW <br />ON THE INTERIOR OF THE <br />BUILDING <br />---� cc <br />0 <br />SITE BUILT WOOD STAGE SEE DETAIL. <br />STAGE TO HAVE SPRINKLER HEAD <br />BELOW <br />11 T 4„ 3' 0„ LO 4' 4% r <br />\ c I <br />STAGE �- <br />0 <br />WOMEN <br />00 <br />18' 1 %" <br />OM <br />— — — — — — — — — — — — — — — — — — <br />I I <br />I I <br />I I <br />I STAGE 21" ABOVE FLOOR OF BAR I <br />I I <br />I I <br />I I o <br />I I ih <br />I� I <br />I BALCONY LINE ABOVE I <br />I I <br />I I <br />DANCE FLOOR AREA <br />M I I <br />N I I <br />I I <br />I I <br />I I <br />I I <br />OPEN TO ABOVE <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />00 00� �O <br />I I <br />00 I I <br />M <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />L <br />Jol <br />BOX COLUMN BOX COLUMN BOX COLUMN <br />REMOVE GLASS AT ELEVATOR <br />WALL AND BLOCK FILL OPENING <br />ENTRANCE <br />i <br />i <br />ELEVATOR <br />ENTRY #1 <br />10'0" CLG <br />E]i]Y <br />SIDE WALK EDGE <br />T T1 <br />11 11 11 11 11 11 <br />J CUT AWAY BLOCK BELOW EXISTING <br />16" FORMED TIE BEAM AND INSTALL <br />NEW DOOR UNIT. SEE DETAIL S-1 S-3 <br />3' 4" 4' 6" <br />POWER <br />IlleCOMPANY <br />TRANS <br />600 AMP <br />ELECTRICAtIN Q <br />MECHANICAL a <br />ROOM <br />N <br />J <br />Z <br />d <br />6 TdN'AH SUSPENDED ORbM <br />CEILI1G WITH PAN BELd1�/ <br />II II <br />II L — — — — — <br />LL — — — — <br />z W <br />❑~ <br />o °�W <br />(DWQ <br />cold= <br />lam•' ---, <br />8' 5 Y8" <br />Rn <br />r � <br />i r <br />N <br />�aCV <br />MEN <br />00aCV <br />ENTRANCE ❑A <br />ENTRY #2 <br />10'0" CLG <br />3' 11 " <br />STAIR WELL #2 <br />0 <br />CUT OPENING AT THIS LOCATION FOR <br />ROLL UP DOOR. EXISTING LINTEL IS AT <br />OPENING SEE DETAIL S-2 <br />a� Z I a I SERVING SHELFSHELF <br />5' 4" :��4 5' 4" 9' 6" 8' 8" 4' 0" <br />�} 7 1/2"X6" ALUMINUM STRUCTURAL OI O� O1 <br />ANGLE ATTACHED TO FACE OF THE <br />BLOCK WALL WITH 5/8"X5" EXPANSION <br />BOLTS 12" OC <br />----------------------- - - - - ---------- - - - - ------ - - - - -------------------------- --- ----------------------------- <br />5" SQUARE 1/4" THICK WALL POUR CONCRETE FLOOR UP TO 6"X8" ALUMINUM STRUCTURAL I BEAM <br />ALUMINUM STRUCTURAL COLUMN / EDGE OF EXISTING SIDE WALK SUPPORTING CONCRETE FLOOR BALCONY <br />S-3 ABOVE THAT WILL CANTILEVER OUT TO EDC <br />OF EXISTING SIDE WALK <br />SID WALK EDGE <br />10' 2'/4" _ 10' 2'/4" 10' 2'/4" 10' 2'/4" <br />80' 0" <br />PROPOSED LEVEL ONE FLOOR PLAN 1/4" = 1' 0" <br />DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED <br />BY CONTRACTOR BEFORE NEW CONSTRUCTIONS BEGINS <br />41' 9" <br />co <br />�o <br />N <br />W <br />0 <br />w <br />III <br />z <br />J <br />u- o <br />00 0 <br />w <br />w <br />w <br />0 <br />0 <br />ill <br />C'7 <br />N <br />SIDE WALK EDGE <br />O <br />ti <br />IlC"��`� <br />T.9 NSOt4�.E* LICENSE QdD8654 <br />P.d P,O,X 1728, -D��pp� )EbCITY; f 33526 <br />I HERBY CERTIFY FHAT FHESE P "Z SPECIFICATIONS <br />WERE PREP' A`E E 1`.ME �3� E YflIRECT SUPERVISION <br />ARE IN CO <br />F6, SECTION 1609 OF THE <br />FLORIDA BUILDIQ lDITION AND ASCE 7-10 <br />FOR 139 MPH WIND t 113 RIV CATEGORY 11 <br />M <br />i U ZLo <br />Z (DM <br />r.., W p o <br />CD <br />N <br />X Z OJ ti <br />❑ u- CO <br />Z J L ? <br />N <br />® m U co <br />/ w X <br />® x <br />®w2c/)ti <br />► 2¢N <br />Apart <br />U } N <br />❑ L9 <br />Q 0) L() <br />M <br />J � W <br />z� FL <br />W00 <br />(n <br />Lu <br />N <br />0 <br />c{1 <br />lu <br />m v <br />r m ro <br />0 <br />m m <br />O <br />w LU <br />Lu <br />u O Z <br />- w o <br />�� <br />z <br />3: <br />Lu <br />�J <br />a <br />O�w <br />�z <br />O <br />LZU <br />w <br />Q <br />Z 1 1 <br />O O <br />cn 6 Ln <br />> O O <br />w <br />a) <br />co <br />i- <br />N <br />z <br />O <br />W <br />z <br />Q <br />00 <br />