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WALL LEGEND14= 4" WALK-IN COOLER/FREEZER INSULATED WALLS. EXISTING TO REMAIN.3=3-5/8" METAL STUDS @ 16" O.C. TO 6" ABV. FINISHED CLG. -1/A3.0SEE ELEVATIONS FOR HEIGHT2= EXISTING PARTITION WITH 3-5/8" METAL STUDS @ 16" O.C.=EXISTING DEMISING WALL, 6" METAL STUDS @ 16" O.C. WITH5/8" TYPE 'X' GYP. BD. ON BOTH SIDES.5=6" METAL STUDS @ 16" O.C. TO 6" ABV. FINISHED CLG. -1/A3.0SEE ELEVATIONS FOR HEIGHT6=EXISTING EXTERIOR WALL TO REMAINDOOR SCHEDULEJAMBMARK01DESCRIPTIONEXISTING BACK EXIT DOOR3'-0"x 7'-0" H.M. DOOR U.L. LABEL "B"RELOCATE DOOR PER FLOOR PLAN LOCATIONAGRAY SEMIGLOSSP-1STEELU.L. LABEL "B"P-1A1.0102EXISTING3'-6" X 6-8" HOLLOW METAL DOOR.KITCHEN DOORBGRAY SEMIGLOSSP-1ALUMINUMP-12A1.03 STANLEY HINGES: FBB179, 4-1/2"x4-1/2" NRP, 26D1 SCHLAGE LOCK, ND80PD RHODES, 6261 NORTON CLOSER, P8301BF SNB ALUM.1 KICK PLATE, 32"X12"1 STOP AS REQUIREDTYPEFINISHJAMBFINISHJAMBDETAILIF EXISTING, ADD HARDWARE AS REQUIREDHARDWARE1 IVES VIEWER, 698B26D3 SILENCERS,1 PANIC BAR @ 44" A.F.F.1 THRESHOLD 'PEMKO' #2005 A'T' 1 WEATHER GASKET1 DOOR SWEEP3 STANLEY HINGES: FBB179, 4-1/2" X 4-1/2" NRP, 26D1 NORTON CLOSER, P8301BF SNB ALUM.1 KICK PLATE, 12"X2" LDW, 32D1 STOP AS REQUIREDSEE ELEVATIONFOR FINISHESGRAY SEMIGLOSS PAINTP-1HOLLOW METALS.S. KICKPLATES DININGSIDE ONLYTYPE BHOLLOW METALFRAME, W/ THREEJAMB ANCHORSPER JAMB.SEE DOOR SCHEDULEScale: 3" = 1'-0"EQ.PANICDEVICE ASREQUIREDTYPE AHOLLOW METALScale: 3" = 1'-0"EXISTING HOLLOW METAL 'B' LABELFRAME, W/ THREE JAMB ANCHORSPER JAMB.EXISTING 1 3/4" H.M. 'B' LABEL DOOR. PAINT GRAY SEMI GLOSS(BOTH SIDES AND EDGES)EQ.SEE ELEVATIONFOR FINISHESEXISTING DEMISING WALL6'-0"FLOOR PLAN CONSTRUCTION NOTES100101102103103A105104106107108109110111112113114GENERAL CONTRACTOR SHALL VERIFY THE CONDITION OF ALL EXTERIOR / DEMISING WALL , REPLACE STUDS AND DRYWALL AS REQUIRED.GENERAL CONTRACTOR SHALL PROVIDE F.R.T. FOR ALL WALL-ATTACHED EQUIPMENT OR AS NORMALLY REQUIRED. ALL BLOCKING TO BE 3/4" F.R.T. PLYWOOD (MARINE GRADE IN WET AREAS). SCREW FASTEN BETWEEN METAL STUDS AT NEW PARTITIONS AND FURRED WALLS. AT DEMISING WALLS, APPLY F.R.T. BLOCKING OVER 5/8" TYPE 'X' GYPSUM BD. COVER W/ 5/8" GYP BD. AND FINISH WITH F.R.P. TILE. SECURE TO DEMISING WALL METAL STUDS. SEE BLOCKING DETAILS ON SHEET A1.1. EXISTING F.R.T. AT EXTERIOR WALLS TO BE VERIFIED BY GC. EXISTING ADA COMPLIANCE RESTROOM FIXTURES AND ACCESSORIES TO REMAIN, SEE ENLARGED RESTROOM PLAN .GENERAL CONTRACTOR SHALL VERIFY THE CONDITION OF ALL EXISTING INTERIOR WALLS, REPLACE ANY DAMAGED GYP. BD. AND STUDS AS REQUIRED.GENERAL CONTRACTOR SHALL FUR OUT WALL TO FLUSH WITH ADJACENT FUR OUT.NEW DINING ROOM TABLES AND CHAIRS. COORDINATE WITH OWNER.INSTALL NEW WALL TILE AND BASE, WALL TILE IN ROOMS WITH GYPSUM WALLBOARD WALLS SHALL BE THIN SET WITH ADHESIVE IN ACCORDANCE WITH THE TILE COUNCIL OF AMERICA, INC. ANSI A001.008.5.NOTE: ALL WALL AND SOFFIT TILE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR.VERIFY CONDITION OF EXISTING FRP ON ALL KITCHEN WALLS, IF REQUIRED GENERAL CONTRACTOR SHALL PROVIDE & INSTALL F.R.P. ACCORDING TO THE MANUFACTURERS INSTRUCTIONS FOR APPLICATIONOVER GYPSUM DRYWALL.GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL PANELS OVER GYPSUM WALL BOARD FROM TOP OF QUARRY TILE BASE TO BOTTOM OF NEW HOOD AND ALONG THE LENGTH OF THENEW HOOD .GENERAL CONTRACTOR SHALL INSTALL 1-1/2" X 1-1/2" 16ga.S/S CORNER GUARDS OR END CAPS FROM FLOOR TO CEILING AT ALL OUTSIDE CORNERS WITHIN THE PREP. ROOM. SCREW FASTEN AND SEAL WITHCLEAR SILICONE, TYP., AT ALL OUTSIDE CORNERS. SEE DETAIL 6/A1.1PROVIDE AND INSTALL SEALED/ POLISHED CONCRETE FLOOR FINISH , SEE FINISH SCHEDULE.EXISTING QUARRY TILE FLOOR FINISH QT-1 TO REMAIN, PRESSURE WASH, RE GROUT AND RESTORE TO LIKE NEW CONDITION.COUNTER CUT OUT DIMENSION TO BE VERIFIED WITH EQUIPMENT SUPPLIEREXISTING STOREFRONT GLAZING SYSTEM TO REMAIN. RESTORE TO LIKE NEW CONDITION.GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER AND EQUIPMENT SUPPLIER AND INSTALL NEW CASEWORK SEE SECTIONS ON SHEET #A3.0 INSTALL ALL FINISHES AS SPECIFIED. ALL JOINTS IN ANDAROUND CABINETS, SINKS, VENTILATOR, ICE BIN, ETC., TO BE SEALED WITH CLEAR SILICONE SEALANT. PROVIDE BLACK PLASTIC WIRE WAY GROMMETS AT ALL DRILLED OPENINGS.NEW LOW WALL PARTITIONS. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL AT 12" O.C. & 3-5/8" METAL STUD PART. WITH 5/8" WATER RESISTANT CEMENT BOARD ON BOTH SIDES.3A3.06A4.06A4.0111113COOKLINECOUNTEREXISTINGFREEZEREXISTINGCOOLERWAREWASHINGHALLBEVERAGE STATIONDININGGAME ROOM2114105107LINE OF NEW HOOD ABOVE10155108C1EXIST.10110310610621081105221CASEWORK BY FABRICATOR. INSTALLED BY GCCASEWORK BY FABRICATOR. INSTALLED BY GC1101131041101132103106106106100100108ABEXIST.108A105EXISTING QUARRY TILE TO REMAIN, GC TO PATCH AND REPLACE AS NEEDED6EXISTING DINING TILE IN LOBBY AREA TO REMAIN, GC TO REPLACE DAMAGED TILES, CLEAN, AND BRING TO A LIKE-NEW CONDITION10021031061004' - 4"3' - 4"2' - 6"9' - 0"8' - 4"5' - 4"4414' - 8"13' - 4"14' - 3"2' - 6"34' - 4"9' - 11"EXISTING SECURITY GATE TO REMAIN2' - 0"3' - 0"EXIST ELEC. PANELS TO BE MAINTAINED10' - 2"1031061' - 9"4' - 5"6' - 2"10' - 2"7' - 2"11' - 4"32' - 11"11' - 2"4' - 10"17' - 10"27' - 3"3' - 6"8"2' - 10"10' - 0"31' - 5"3' - 2"4' - 0"2' - 11"9' - 11"16' - 5"17' - 0"3' - 0"2' - 0"010221. TENANT SHALL REPLACE ANY BASEMATERIAL AND COMPACT TO MATCHEXISTING. MATCH FLOOR SLAB THICKNESSAND FINISH WITH 3,000 PSI CONCRETE.2. TENANT SHALL FIRST DO TEST DEMOLITIONOF SLAB OF NO MORE THAN 5SF TOCONFIRM THAT THE EXISTING SLABCONDITION IS NOT A STRUCTURAL SLAB. IFTHE EXISTING SLAB CONDITION IS ASTRUCTURAL SLAB TENANT SHALLIMMEDIATELY STOP UNDERSLAB WORK ANDPROVIDE SLABPENETRATION/REMEDIATION DRAWINGS TOWALMART BY A LICENSED STRUCTURALENGINEER, LICENSED IN THE STATE INWHICH THE TENANT WORK IS TAKINGPLACE.3. NO ROOF STRUCTURAL MEMBERS SHALLBE REMOVED OR DAMAGED DURING THETENANT SPACE DEMOLITION.4. UNUSED EXISTING LINES AND CAPPEDLINES SHALL BE DONE IN A REVERSIBLEFASHION.5. ALL REQUIRED WORK OUTSIDE OF TENANTSPACE TO BE COORDINATED WITHWALMART AND ADJACENT TENANTSBEFORE COMMENCINGWALMART NOTESIt is the responsibility of the ConstructionManager/General Contractor and allSub-Contractors to verify all dimensions andaccept conditions of prior work by relatedtrades before proceeding with any work.DateDrawn ByScaleSeal:Project TitleProject AddressProject NumberDrawing Title and NumberMAIN OFFICE:1 HUNTINGTON QUADRANGLESUITE 2C03MELVILLE, NY 11747P: 631.226-7700 F: 631.226.7175Issued:Check ByOwner:AS SHOWNSTAFFCM© Copyright 2018: RGBK, INC.CharleysRobert Cheung2043 Limewood Drive,San Jose, CA 95132Stockton, CAWM15543223 E Hammer Ln,Stockton, CA 95212WM1554FLOOR PLAN AND NOTESA1.007-22-20212HEAD / JAMB DETAIL A1HEAD / JAMB DETAIL BSCALE: 1/4" = 1'-0"4Construction PlanRev.No.DescriptionDateIssued for Permit08-23-2021
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