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0 <br />M <br />0 <br />U) <br />CO <br />0 <br />NOTE: <br />CUTTING OF EXISTING LEVEL TWO CONCRETE <br />FLOOR SYSTEM IS STRUCTURALLY ACCEPTABLE <br />30' 10" 5' 4" <br />3' 4" <br />REMOVE WINDOW AND INSTALL NEW <br />DOOR. LINTEL TO REMAIN. BLOCK FILL <br />OPENING AS NEEDED <br />,o a <br />D D Oa° <br />'p <br />DRY GOODS D Cl <br />STORAGE o4 °° 2❑ <br />a <br />3-RISERS @ 7" WITH 2-1 V <br />4 Q d STEPS TO STAGE FLOOR <br />4 ° <br />o <br />GREEN ROOM <br />D' D <br />1 <br />❑ <br />a ° <br />e <br />'p <br />�e ° <br />Z <br />fn <br />a <br />p <br />O <br />C. O <br />O ° <br />C1 <br />INSULATED WALL PANELS INSTALLED <br />D D <br />FROM CONCRETE TO BOTTOM OF THE <br />4e <br />EXISTING CONCRETE VAULT ROOF <br />p , <br />w <br />D D <br />w <br />� n <br />e <br />U) <br />p <br />� <br />FLIP UP ENTRANCE TO BAR <br />D O <br />WALK IN COOLER <br />0 <br />oe ° <br />p <br />9101, <br />D' D <br />10 <br />O ° <br />REMOVE VAULT DOOR <br />BAR <br />INSTALL WOOD INTERIOR <br />DOOR <br />e• <br />p <br />0-0 <br />n M <br />8' 9" <br />7' 2" <br />D' <br />U) <br />Z <br />0 <br />D D <br />Oa <br />x <br />F w <br />�m <br />o <br />p <br />co w <br />coIII <br />D O <br />D' D D' D D' O D D D' <br />D D' D D' D D <br />D .'D <br />m m <br />Z Z <br />O ° I ° 4 ° O ° O ° <br />4 ° o ° 4 ° <br />O ° <br />� <br />V Z <br />ro <br />TBB-4SB BACK BAR <br />0 <br />a� <br />FLIP UP ENTRANCE TO BAR <br />WE <br />BAR DESIGN BY OTHERS <br />I I <br />MUG CHILLER I BEVERAGE IAR DD94-1-1395" <br />TBC-36SD/SB-GF; BLACK BEER DISPENSER <br />26' 0" <br />16' 8" <br />------------- <br />7" ELEVATED PLATFORM BOX COLUMN <br />WITH BENCH SEATING <br />36" TALL WALL <br />FULL HEIGHT WALL <br />-------------------------------------------------------- <br />0 t <br />u To EV L o STAIR WELL #1 <br />ADD WALLS TO COVER <br />ENTRANCE TO BELOW <br />STAIRS Rl <br />UP rO L VEL TW 1- B1400 ICE MACHINE <br />STORAGE BELOW <br />2- SY0894N REMOVE <br />ICE MACHINES ON TOP <br />SIDE WALK EDGE <br />22' 0" <br />3' 8" <br />0 <br />80' 0" <br />10, 0" <br />5 4" 20' 8" <br />SITE BUILT WOOD STAGE SEE DETAIL. O <br />STAGE TO HAVE SPRINKLER HEAD O e <br />BELOW <br />7' 4" 11 3' 0" Lo 4' 4%" <br />ol <br />STAGE <br />0 <br />zo <br />18' 1 %" <br />D M <br />r— — — — — — — — — — — — — — — — — — — — — — — — — — <br />I I <br />I I <br />! 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 />cl) I I <br />ih I I <br />N <br />I I <br />I I <br />I I <br />I I <br />OPEN TO ABOVE I <br />I I <br />00 <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 <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />! <br />L - - - - - - - - J <br />— — <br />No <br />a o <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 />I <br />ENTRY #1 <br />10'0" CLG <br />SIDE WALK EDGE <br />7' 7" <br />`•----- <br />CUT AWAY BLOCK BELOW EXISTING <br />16" FORMED TIE BEAM AND INSTALL S-3 <br />NEW DOOR UNIT. SEE DETAIL S-1 <br />❑E <br />WOMEN <br />00 <br />3' 4" 4' 6" <br />POWER <br />COMPANY <br />TRANS <br />600 AMP <br />ELECTRIC�'�IN a <br />MECHANICAL a <br />ROOM <br />N <br />Q <br />J <br />Z <br />rr = = = = = = -� d <br />II r — — — — — -I II <br />6 TdN'AH SUSPENDED ORbm <br />CEIL,G WITH PAN BEL6 <br />II II <br />Z� <br />QO ��w <br />0 w ~ <br />0 w I�i= <br />8' 5%B' <br />ZO <br />Ca<V <br />MEN <br />00a(V <br />ENTRANCE <br />ENTRY #2 <br />10'0" CLG <br />3' 11 " <br />IiIiIiIIIr <br />STAIR WELL #2 <br />O <br />CUT OPENING AT THIS LOCATION FOR <br />ROLL UP DOOR. EXISTING LINTEL IS AT <br />OPENING SEE DETAIL S-2 <br />r ul rut I SERVING SHELF I <br />5' 4" 4 ' " u 5' 4" u 9' 6" 8' 8" 4' 0" <br />�1 71/2"X6" ALUMINUM STRUCTURAL l�ll II 11 <br />ANGLE ATTACHED TO FACE OF THE <br />BLOCK WALL WITH 5/8"X5" EXPANSION <br />BOLTS 12" OC <br />— <br />---------------------------------------------------------- ----------------------------- ----------------------------- <br />J461 <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 EDG <br />OF EXISTING SIDE WALK <br />SIDI WALK EDGE <br />10' 2'/e" _ 10' 2'/a" _ 10' 2%<" _ 10' 2Y<" <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 />3' 0" <br />co <br />c0 <br />N <br />W <br />0 <br />W <br />W <br />Z <br />J <br />0 0 <br />0 o <br />w <br />w <br />0 <br />U <br />04 <br />N <br />eo <br />M <br />SIDE WALK EDGE <br />Cl <br />ti <br />04* <br />' • f HANSONW.E "Ltl <br />.Q. 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