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NOTE: <br />QUARRY TILE BASE (INSIDE <br />CORNER) NOT SHOWN <br />2" X 2" X 48" X Ifo GA. 5/5— <br />ANGLE SET IN MASTIC <br />COUNTERSUNK HEAD 5/5 <br />SCREWS 6 16" O.G. (TYP.) <br />1/2" CONCRETE BD. TO 18" ABOVE <br />FLOOR THEN 1/2" TYPE "X" GYP. <br />BD. <br />FRP BOARD --_ <br />OUTSIDE CORNER QUARRY TILE <br />COVE BASE <br />PROVIDE MILDEW RESISTANT—' <br />SILICONE SEALANT ALONG BASE <br />OF COMER GUARD <br />IGIKITCHEN CORNER (WA LARD - ELEVATION <br />SCALE: 1/4" • 1'-0" <br />r, <br />9 <br />E. <br />RSUNK <br />o�16"O.C. <br />X48"X16 <br />ANGLE <br />'IASTIC <br />CORNER <br />r TILE <br />SASE <br />)E MILDEW <br />4NT <br />lE <br />IT ALONG <br />>F CORNER <br />r TILE <br />OIKITCHEN COINER GUARD - ISOMETRIC <br />SCALE: 1/4" = i'-0" <br />GENERAL NOTES (CONT.) <br />16. PATCH AND REPAIR EXISTING CONCRETE SLAB, FLOAT AREA IF <br />REQUIRED TO PREPARE FOR NEW FLOOR FINISHES. <br />1-1. INSTALL 3'-0"W x 8'-0"H x 18 GA. STAINLESS STEEL PANEL BEHIND <br />OVENS. REFER TO INTERIOR ELEVATIONS AND EQUIPMENT PLAN FOR <br />EXACT LOCATION. <br />18. ALL GYPSUM BOARD BELOW FINISHED CEILING HEIGHT IS TO BE <br />PREPARED FOR PAINTING OR WALLCOVERING AS INDICATED ON <br />INTERIOR ELEVATIONS AND FINISH SCHEDULE. <br />le. NEW HOOD WALL TO BE CONSTRUCTED WITH 3-5/8" 16 GAUGE METAL <br />STUDS AT 24" O.C. AND 5/8" DUROCK ON HOOD WALL SIDE. <br />20. G.G. TO INSTALL 16 GA. STAINLESS STEEL PANELS ON WALL. REFER <br />TO MECHANICAL HOOD DRAWINGS FOR PANEL SIZES. <br />21. HANDICAP ACCESS TO BUILDING IS DESIGNED ACCORDING TO <br />APPLICABLE CODE. G.C. TO ENSURE THAT ALL DIRECTIONS AND <br />DIMENSIONS GIVEN ARE STRICTLY ADHERED TO. IF CHANGES ARE <br />MADE THAT CONTRADICT WITH THE DRAWING, OR IF EXISTING FIELD <br />CONDITIONS MAKE THE DRAWINGS NOT APPLICABLE, THE ARCHITECT <br />MUST BE CONTACTED IMMEDIATELY. <br />22. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS <br />SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. <br />MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT <br />BE USED. <br />23. PROVIDE STAINLESS STEEL ENCLOSURE AT WALK-IN FREEZER AND <br />COOLER CORNERS. SEE DETAIL C/A2. <br />24. SEE PLUMBING DRAWINGS FOR SODA LINE CHASES. <br />25. FIRE EXTINGUISHER PER NFPA-10 INSTALLED BY OTHERS ON SITE <br />AND SUBJECT TO LOCAL JURISDICTION APPROVAL. <br />26. VERIFY WORKING CONDITION OF EXISTING DOORS. REPAIR AND <br />RE -KEY AS REQUIRED. <br />OFLOOR PLAN <br />SCALE: 3/16" . 1'-0" <br />GENER.4L NOTES <br />I. SEE Ki - K3 FOR EQUIPMENT SCHEDULES AND SPECIFICATIONS. <br />2. SEE SHEET Alb FOR DIMENSIONS <br />3. SEE SHEET ID1 FOR FINISH SCHEDULES AND MATERIALS <br />4. ALL G.W.B. TO RECEIVE SLICK LEVEL (5) FINISH. <br />5. PROVIDE 5/8" DUROCK CEMENT BOARD TO 3'-0" AFF. THEN <br />PLYWOOD SHEATHING OVER Ix3 FURRING OVER 3/4" RIGID <br />INSULATION OVER ALL C.M.U. WALLS AT DRIVE-THRU, SERVICE AREA <br />AND KITCHEN AREAS. <br />Co. PROVIDE 5/8" G.W.B. OVER Ix3 FURRING OVER 3/4" RIGID INSULATION <br />OVER C.M.U. WALL TO MATCH AND ALIGN WITH EXISTING. <br />7. EQUIPMENT SUPPLIER TO PLACE ALL NEW EQUIPMENT <br />8. G.C. TO COORDINATE PERMIT, APPROVALS AND LOCATION OF <br />DUMPSTER ENCLOSURE. <br />9. G.G. TO MAKE ALL MECHANICAL, PLUMBING AND ELECTRICAL <br />CONNECTIONS FOR ALL EQUIPMENT AS INDICATED ON EQUIPMENT <br />PLAN. COORDINATE WITH EQUIPMENT SUPPLIER <br />10. G.G. TO VERIFY CLEARANCES FOR INSTALLATION OF EQUIPMENT. <br />11. SAW CUT EXISTING CONCRETE SLAB AS NEEDED FOR THE NEW <br />PLUMBING AND ELECTRICAL WORK - PATCH AND REPAIR AS <br />REQUIRED - SEE DETAIL C/Alb. <br />12. SEE A/Alb FOR DOOR MANEUVERING CLEARANCES DETAILS. <br />13. DETECTABLE WARNING TEXTURES ON WALKING SURFACES SHALL <br />CONSIST OF EXPOSED AGGREGATE CONCRETE, CUSHIONED <br />SURFACES MADE OF RUBBER OR PLASTIC, RAISED STRIPS, OR <br />GROOVES. <br />14. GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND <br />NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON <br />DISCOVERY PRIOR TO COMMENCING WITH ANY WORK <br />15. PATCH AND REPAIR ALL EXISTING WALLS AND PREPARE TO <br />RECEIVE NEW FINISHES. <br />WALL LEGEND <br />JDOOR SYSTEM <br />JEXISTING DOOR SYSTEM <br />EXISTING WINDOW SYSTEM <br />EXISTING INTERIOR WALL SYSTEM <br />NEW METAL STUD PARTITION: 3 5/5" METAL STUDS AT 16" <br />O.C. WITH 5/8" SUBSTRATE. EACH SIDE FROM FLOOR <br />SLAB TO 4" ABOVE FINISHED CEILING. SEE DETAIL F/Alb. <br />EXISTING EXTERIOR WALL SYSTEM (SEE WALL SECTIONS) <br />- SEE EXTERIOR AND INTERIOR ELEVATIONS FOR <br />FINISHES <br />KEYED NOTES <br />ONEW DETECTABLE WARNING STRIP PER FLORIDA BUILDING CODE, <br />SECTION 11-4.29 - SEE GENERAL NOTE 013 THIS SHEET <br />OEXISTING EXTERIOR WALL SYSTEM. <br />OEXISTING ELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS <br />OEXISTING MOP SINK <br />OEXISTING PIPE BOLLARD - SEE EXTERIOR ELEVATIONS <br />OEXISTING CO2 TANK - SEE PLUMBING DRAWINGS <br />OWALL MOUNTED FIRE EXTINGUISHER <br />OELECTRIC METER / SERVICE - SEE ELECTRICAL. <br />O30" x 48" CLEAR FLOOR SPACE. <br />10 PREP SINK - SEE PLUMBING DRAWINGS <br />II HAND SINK - SEE PLUMBING DRAWINGS <br />12 FIRE EXTINGUISHER CABINET - SEE DETAIL A/A3a <br />13 EXISTING WATER HEATER - SEE PLUMBING DRAWINGS <br />14 WATER FILTRATION SYSTEM. - SEE PLUMBING DRAWINGS <br />15 (3) COMPARTMENT SINK - SEE PLUMBING DRAWINGS <br />16 QUEUE LINE RAIL SYSTEM <br />17 EXISTING CONCRETE SIDEWALK - SEE SITE PLAN. <br />18 EXISTING 5 -0 WIDE STRIPED ACCESS PATH <br />19 EXISTING ASPHALT DRIVE - SEE SITE PLAN. <br />20 DRIVE THRU CANOPY SYSTEM - SEE SITE PLAN <br />21 PROVIDE UTILITY AND CLEANING ACCESS AT ALL FRONT LINE <br />CASEWORK WITH DRAINS (TYP.) <br />22 EQUIPMENT - SEE KITCHEN DRAWINGS <br />23 EXISTING LIGHT POLE <br />24 EXISTING DRIVE THRU WINDOW <br />25 EXISTING STANDARD PARKING SPACE - SEE SITE PLAN <br />26 ACCESSIBLE SEATING - SEE DETAIL 5/Alb. <br />27 EXISTING CONCRETE WHEELSTOP - SEE SITE PLAN <br />28 EXISTING LANDSCAPE AREA - SEE SITE PLAN <br />29 EXISTING CONCRETE CURB - SEE SITE PLAN <br />30 EXISTING HANDICAP PARKING SPACE - SEE SITE PLAN <br />31 EXISTING GAS SERVICE <br />32 EXISTING ADA CONCRETE RAMP IN SIDEWALK - SEE SITE PLAN. <br />33 EXISTING BRICK VENEER SYSTEM <br />34 MENUBOARD WITH SPEAKER SEE SITE PLAN <br />35 SALES COUNTER TO BE 36" HIGH PER FBC 11-72 <br />36 EXISTING HANDICAP SIGN - SEE SITE PLAN <br />37 NEW SEATING AND TABLES - SEE Alb FOR CORE DRILL TABLE <br />LOCATIONS <br />38 EXISTING COOLER / FREEZER - NO WORK THIS AREA <br />39 NEW PREVIEW BOARD - SEE SITE PLAN <br />40 NEW CLEARANCE BAR - SEE SITE PLAN <br />41 PATCH AND REPAIR EXISTING WALL TO MATCH AND ALIGN WITH <br />NEW ADJACENT WALL <br />42 NEW ''P" COUNTER - SEE DETAIL 2/A5b, 3/A5b, 5/A5b <br />43 OUTLINE OF CEILING MOUNTED RING - SEE SHEET A2 <br />44 NEW SOLID CORE 1 3/4" BIRCH WOOD DOOR WITH 6"x6" WINDOW AT <br />DOOR SEE INTERIOR ELEVATIONS FOR LOCATION. PAINT TRIM <br />BRONZED TO MATCH FRAME. DOOR TO BE 3'-0" x 6'-8" WITH <br />HOLLOW METAL FRAME USE HARDWARE SET AS FOLLOWS: <br />1-1/2 PR HINGES (MCKINNEY) <br />BEARING HINGES, 4 1/2" x 4 1/2" U526D <br />KICKPLATE BY BURNS, 8" x 30" x 8" 16 GA. U526D <br />LATCHSET WITH LOCK BY SCHLAGE, SATURN X U626D <br />CLOSER BY LGN, 1460 ALUMINUM CLOSER <br />45 NEW PLUMBING FIXTURES AND ACCESSORIES - SEE SHEET Alc <br />46 2x WOOD FRAMED MONOLITH - SEE WALL SECTIONS <br />47 GENERAL CONTRACTOR TO PROVIDE 2"x2"x4'-0" HIGH CORNER <br />GUARDS ON ALL OUTSIDE COMERS AT KITCHEN WALLS. PROVIDE <br />COMPLETE WRAP ON END WALLS. SEE DETAIL AI/Ala AND 5/Ala <br />48 PROVIDE BLACKENING FILM TO INSIDE FACE OF GLAZING. <br />PROVIDE 5/8" G.W.B. OVER METAL STUD FRAMING AS REQUIRED. <br />49 PROVIDE 3/4" THICK 24"x24" PLYWOOD TELEPHONE BOARD <br />PAINTED WITH 2 COATS OF "LISTED" FIRE RETARDANT LIGHT GRAY <br />COLOR PAINT - SEE ELECTRICAL DRAWINGS <br />50 EXISTING LIGHTING CONTROL PANEL - SEE ELECTRICAL DRAWINGS <br />51 NEW WALL TO ALIGN WITH EXISTING WALL <br />REVISIONS <br />BY <br />n V' <br />00 <br />cT � <br />CO N <br />N U <br />xCN <br />2 <br />N E <br />c) = p <br />o c <br />�+ 0 U CV cJ <br />c <br />it < El <br />E <br />3 ti 3 <br />ram+ N <br />t� N <br />/ <br />o <br />a <br />N <br />_ 1 <br />1 <br />0� <br />�O <br />"O <br />O�O�Ls�. chi <br />cl O <br />0 CO O�{ <br />00 <br />N <br />"u O <br />� o 0 <br />� C <br />o � <br />°3 a� <br />N <br />tr <br />O <br />L <br />O <br />y W <br />C <br />0 Y v <br />•L. <br />> <br />O O <br />= <br />a) m <br />O ,• -C <br />•� L.Li <br />XLLJ t <br />W <br />� CL N <br />L <br />p <br />•o <br />L_ a. <br />-4- <br />C <br />Date: 03. 28. 13 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: AZP <br />Job: 13-03 <br />Sheet <br />A 1 a <br />KTrojectsTrojects 2013\13003 - Popeyes Zephyrhills\04-CD',01-CD.A\04-Architectur"la- FLPL.dwg, 3/28/2013 2:52:57 PM, Xerox 6030.pc3 <br />