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12' 7 112"iLik <br />TO BLOCK WALL <br />VI/ <br />11'11 1/2"a <br />TOP_O�WINDOWOfENINGS <br />V-/ <br />10'51/2" g�;jk <br />BOTTOM 0- WINDOW OPENINGS <br />W-11 <br />9' 9 1/2' (a <br />LOFIOF [LOOR-QPE� LING <br />- 6'0" 0 TOP OF STONE COLUMN- - <br />2' 7 1/2"o kU!LD]NqFINISH FL( OR <br />j__ _ <br />01 0. 0 GRADE <br />15'6' o TOP OF EXISTING STEEL <br />12' 71/2"o _jOPBL(:LCKV�ALL _ _ <br />2' 7 112"o BUILDING FINISH FLOOR - <br />0'0" o GRADE <br />EXISTING SIGN <br />ADD STONE FACE <br />PROPOSED EAST ELEVATION 1/411 = 11 oil <br />DIMENSIONS ARE APPROXIMATE AND MUST <br />BE FIELD VERIFIED BY CONTRACTOR PRIOR <br />TO CONSTRUCTIONS <br />.. ... .. ... .. CLEAN AND PAINT ALL STEEL OF THE <br />EXISTING STRUCTURE TO MATCH THE <br />EXTERIOR BUILDING COLOR <br />... .. ... . STEEL STUD FRAMING FROM TOP OF <br />BLOCK WALL TO BOTTOM OF EXISTING <br />... .. .. I STEEL ROOF DECK WITH 7/8" STUCCO <br />42" GUARD RAIL <br />REGULAR BLOCK AREA <br />WITH STONE FACE <br />PROPOSED SOUTH ELEVATION 1/411 = 11 off <br />PROPOSED WEST ELEVATION 1/411 = 11 off <br />PROPOSED NORTH ELEVATION 1/419 = 11 off <br />STEEL STUD FRAMING FROM TOP OF <br />BLOCK WALL TO BOTTOM OF EXISTING <br />STEEL ROOF DECK WITH 7/8" STUCCO <br />-SPLIT FACE BLOCK <br />4" <br />EE <br />` ADD STONE FACE <br />FLAGPOLE NOT SHOWN ON ELEVATIONS <br />_TOP OF STEEL _ S 15'9" <br />PAINT ALL STEEL OF THE EXISTING <br />STRUCTURE TO MATCH SPLIT FACE <br />BLOCK <br />TOP OF STAGE S 2'71/2" <br />GRADE- o' o" <br />VENEER STACK STONE TYPICAL AT ALL <br />AREAS. DESIGN TO BE CHOSEN BY CITY <br />OF ZEPHYRHILLS. <br />TUD FRAMING FROM TOP OF <br />VALL TO BOTTOM OF EXISTING <br />,OOF DECK WITH 7/8" STUCCO <br />— — _LOP IILOCIjWA�L 12' 7 1/2" <br />10� OF V�INDO�ALOP�NIN(�S <br />S11'11 1/2" <br />A,CE BLOCK <br />BUILDING FINISH FLOOR s 2' 7 1/2" <br />GRADE s 0'0" <br />CK AREA <br />WITH STONE FACE <br />DASH LINES REPRESENT STEEL <br />CANOPY ROOF EDGE ABOVE <br />F lu <br />EXISTING METER AND ELECTRIC PANEL THAT <br />SERVICES THE EXISTING STRUCTURE AND <br />OTHER ELECTRICAL ON SITE IS LOCATED ON <br />A PEDESTAL AT IS SOUTH WEST OF STRUCTURE <br />LOCATION SHOWN NOT TO SCALE <br />EXISTING STEEL COLUMN TO REMAIN <br />AS BUILT. PAINT COLUMN TO MATCH) <br />STEEL <br />04 <br />48"X36"X8"CONCRET <br />SLAB WITH WIRE MESH <br />WITH 4"TO BE ABOVE <br />GRADE <br />3'4" <br />6'8" <br />3' 8" <br />29'7'/4" <br />271411 <br />3'4" <br />6'8" <br />16'0" <br />3'4" <br />5 RISEF S @ 6 5/16' WITH 42"GUARD RAIL .. ... .. ... .. .. <br />11" TRE kDS UP TO THE <br />CONCRETE LANDING . . . . 36" HAND RAIt: <br />36" HAND RAIL .. .. ... .. ... .. ... .. .. <br />E/9 .. ... .. ... .. IN <br />2'0" <br />1'8" <br />EXISTING STEEL COLUMN TO REMAIN <br />AS BUILT. PAINT COLUMN TO MATCH ALL <br />STEEL <br />[131 .!111jjjjj_M111jj1!jJ #5 VERTICAL RODS FROM FOOTINGS <br />I INDOOR UNITI ELOW TO TOP OF WALL. PLACED AT <br />ALL CORNERS, EACH SIDE OF ALL <br />OPENINGS AND SPACED MAXIMUM <br />7'6%" 19'4%" 3'4"OC. POUR THESE CELLS WITH <br />2500 PSI CONCRETE <br />4%" <br />so <br />0 x OUTDOOR CONDENSER UNIT TO BE <br />u .4 MOUNTED ON FACE OF BLOCK WALL <br />HEIGHT TO BE FIELD DETERMINED <br />z <br />0 MITSUBISHI DUCTLESS 18000 BTU <br />0 STORAGE GATHERING <br />20 SEER DUAL ZONE UNIT SYSTEM <br />10' 0- DRYWALL CEILINGS 10'0"DRYWALL CEILINGS MODEL MX2ZC20NA2 / MSZ GL09NA-U1 <br />20 AMP BKR <br />42"GUARD RAILING <br />(oz- <br />4111111111011111 ion <br />... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. .. <br />2 .3.4" 6' 8-1 -e 3'4'; 6' '81, <br />.. ... .. ... .. .. <br />�ANIJIIN*G <br />... .. ... .. ... .. .. <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />W <br />W 0 <br />.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... ... .. ... .. ... .. .. <br />36" HANDRAIL cl) <br />uj <br />�6" HAND RAIL. <br />NEW42" GUARD RAILING W <br />.4 <br />a. <br />.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. .. ... .. ... ... .. ... .. ... .. .. <br />42" GUARD RAII_ 42". GUARD RAIL <br />0 <br />0 Lu <br />.. ... .. ... .. ... .. ... .. ... .. ... .. ... ... . ... .. ... Lu <br />.. . ... .. ... .. .. <br />U) <br />F/5 <br />.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... NEW42". GUARD.RAILING <br />EXISTING CONCRETE Q <br />.. .. ... .. ... .. ... .. ... .. RMSEDSTAGE <br />0' z ' <br />Z. <br />.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... (L ... .. ... .. ... .. .. <br />p <br />DASH LINES REPRESENT STEEL C) <br />CANOPY ROOF EDGE ABOVE ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. <br />42" GUARD RAIL <br />.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. .. LANDING ... .. <br />ED <br />42' GUARD RAIL <br />.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... . ... .. ... .. .. ... .. .... *,\' .. ... .. ... .. .. <br />E)(ISTIN . G STE�L COLUMN TO BE W . RAPPED EXISTING CONCRETE LANDING AND RAMP <br />.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... WITH 4"X8!X1 6" BLOCK 72"ABOVE GRADE- - 8'4%" WITH NEW RAILING AS SHOWN ON ELEVATIONS <br />THEN FACE WITH VENEER STACK STONE AND DETAILS IN PLANS <br />AL <br />IIJ.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... . <br />EXISTING STEEL COLUMN TO BE WRAPPED <br />WITH 4"X8"X16"BLOCK 72"ABOVE GRADE .. .. ... <br />THEN FACE WITH VENEER STACK STONE EDGE OF EXISTING RAISED CONCRETE <br />STAGE 311/2"ABOVE EXISTING GRADE <br />LIBERTY FLAG POLE MODEL ECA30 IH <br />48"X36"X8" CONCRETE STAIN FINISH, SEE INSTALL DETAIL IN <br />SLAB WITH WIRE MESH DRAWINGS <br />WITH 4"TO BE ABOVE <br />GRADE <br />27'4" 8' 0' <br />29'7%" <br />PROPOSED FLOOR PLAN 1/411 11 Oil <br />DIMENSIONS ARE APPROXIMATE AND MUST <br />BE FIELD VERIFIED BY CONTRACTOR PRIOR <br />TO CONSTRUCTIONS <br />FINISH SCHEDULE <br />SHERWIN WILLIAMS PRO <br />EXTERIOR REGULAR BLOCK WALLS <br />MULTI SURFACE ACRYLIC <br />COATING. COLOR TO BE <br />CHOSEN BY CITY <br />SHERWIN WILLIAMS PRO <br />EXTERIOR STUCCO FRAMED WALLS <br />MULTI SURFACE ACRYLIC <br />COATING. COLOR TO BE <br />CHOSEN BY CITY <br />EXTERIOR SPLIT FACE BLOCK WALLS <br />FACTORY FINISH <br />BEDROCK ORLANDO <br />MANUFACTURED VENEER STONE <br />FACTORY FINISH <br />ASHER (HOME DEPOT) OR EQUAL <br />SHERWIN WILLIAMS PRO <br />ALL EXISTING STEEL SURFACES OF THE <br />MULTI SURFACE ACRYLIC <br />EXISTING STEEL STRUCTURE ABOVE THE <br />COATING. COLOR TO BE <br />BLOCK EVENT BUILDING <br />CHOSEN BY CITY <br />SHERWIN WILLIAMS <br />INTERIOR WALLS (ALL) <br />INTERIOR LATEX SEMI <br />GLOSS. COLOR TO BE <br />CHOSEN BY CITY <br />EXISTING INSULATION INSTALLED ABOVE STEEL TO BE <br />COVERED DURING PAINTING OF THE STEEL STRUCTURE <br />DOOR AND WINDOW SCHEDULE <br />PLAN <br />SIZE <br />STYLE <br />FRAME <br />HARDWARE <br />FINISH <br />A <br />3'0"Xl'4" <br />INSULATED TINTED GLASS <br />WHITE ALUMINUM <br />N/A <br />N/A <br />PICTURE WINDOW <br />ADA LEVER SATIN KEYED LOCK <br />SHERWIN WILLIAMS PRO <br />B <br />3'0"X7'0" <br />FLUSH HOLLOW METAL <br />KD METAL <br />ADA LOW BUMPER THRESHOLD <br />MULTI SURFACE ACRYLIC <br />COATING. COLOR TO BE <br />3-4.5 BB SATIN HINGES <br />CHOSEN BY CITY <br />SHERWIN WILLIAMS <br />ADA LEVER SATIN KEYED LOCK <br />INTERIOR LATEX SEMI <br />C <br />3'O'X6'8" <br />6PANELHARDBOARD <br />WOOD <br />3-3.5 SATIN HINGES <br />GLOSS. COLOR TO BE <br />HOLLOW CORE <br />CHOSEN BY CITY <br />'%N111M4y'jt <br />NN�'op,S L ly.4 **t <br />N 0 soet*eolpo ��o <br />+ o". \GEN *-. o�� <br />A.. % 1,00 <br />4 <br />00 FOUM OF. 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