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A6 A ALL PLYWOOD ON SALES EXISTING ROOF DECK FLOOR SIDE OF PARTITION I TO BE PAINTED P131 I STUD TRACK ATTACHED TO BOTTOM OF DECK AT 48" O.C. I I INSTALL CONTINUOUS LAYER WALL TO BE REMOVED - 6 MIL POLY CLEAR SHEETING FROM FLOOR TO ROOF DECK, OVERLAPPED AT JOINTS A MINIMUM OF 2'-0" AND I CONTINUOUSLY TAPED AT ALL I I EXISTING FINISH CEILING JOINTS. SEAL VOIDS AT DECK I I I I REMOVE CEILING PANELS 2 ROWS OF 2X BLOCKING AND LIGHTS AT WALL I I BETWEEN STUDS. LAP 6 MIL. I LOCATION. GRID TO REMAIN. I I POLY CLEAR SHEETING SEAL CLEAR SHEETING I I BETWEEN ROWS AND ATTACH I AROUND GRID I I @ 24" O.C. 2x BLOCKING BETWEEN ( I 6'-0" @ LOAD BEARING STUDS, PROVIDE 2X I BLOCKING BEHIND EACH 4'-0" ALL OTHER LOCATIONS HORIZONTAL JOINT IN THE PLYWOOD WALL COVERING DEMO AREA AND ATTACH PLYWOOD TO STUDS AND BLOCKING AT METAL STUDS @ 24" O.C.: I I 12"OC MAX, TYP WALLS UP TO 14': I I GA I I XLS FRP ON 1/2" C/D PLYWOOD I WAL WALIGHER THAN 14': HI OVER 6 MIL. POLY CLEAR I I 6" X 18GA SHEETING FROM FLOOR TO BOTTOM OF FINISH CEILING. 3-5/8" x 22GA I I INSTALL FULL SHEETS, LONG I I METAL STUD DIMENSION HORIZONTAL I I BRACE @ 96 " I I STUD TRACK. ANCHOR I I O.C. I AT 48" O.C. I I CONTRACTOR'S OPTION FOR I I CONTINUOUS SEALANT i i ATTACHMENT BETWEEN BOTTOM EDGE OF FRP AND FINISH FLOOR I I I I FINISH FLOOR CONTINUOUS SEALANT AGAINST TRACK NOTE: TYPICAL AT FOOD AREAS WITH CEILINGS / NOT ON AN EXTERIOR WALL TEMPORARY FRP CLAD BARRIER/DUST DRAPE 3/4" = 1'-0" �k- pm pr add "t Low • CONTRACTOR NOTES: 1. SAWCUT EDGES SHALL BE STRAIGHT AND EITHER PARALLEL EXISTING CONTROUCONSTRUCTION JOINTS. SAWCUTS AT AN ANGLE TO THE EXISTING CONTROL JOINT PATTERN WILL NOT BE ALLOWED UNDER ANY CIRCUMSTANCES. 2. PRIOR TO CUTTING, INSTALL 36" WIDE ROSIN PAPER EACH SIDE OF PROPOSED EDGE CUTS IN ORDER TO REDUCE SCARRING OF SLAB THAT IS TO REMAIN. 3. NO OVERCUTTING SHALL BE ALLOWED AT EDGES OR CORNERS OF TRENCH AREA TO BE REMOVED. PORTIONS OF SLAB WHERE OVERCUTS OCCUR SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE, WITH NO EXTENSION OF THE CONSTRUCTION SCHEDULE. 4. PERFORM CUTTING OF EXISTING CONCRETE SLABS IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS USING SAWS AND/OR CORE DRILLS. ALL SLAB CUTTING SHALL BE PERFORMED AT NIGHT AFTER THE BUILDING HAS CLOSED FOR BUSINESS. JACK -HAMMERS OR EXPLOSIVES WILL NOT BE ALLOWED AT ANY TIME. 5. USE REMOVAL METHODS THAT WILL NOT CRACK, UNDERMINE, OR STRUCTURALLY DISTURB ADJACENT SLABS OR PARTITIONS. SLAB TRENCHING DETAIL 5 3/4" = 1'-0" NOTE: 1 2 3 THE GENERAL CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OR REMOVAL OF TEMPORARY SECURITY ENCLOSURE. CONTINUOUS SEALANT 2x WOOD PLATE 1/2" C/D EXT. PLYWOOD SCREWED TO STUDS OVER 6 MIL CLEAR POLY SHEETS —� EXISTING WALL TO REMAIN o Z PAINT DUST WALLS TO MATCH ADJACENT IF DUST WALLS TO BE IN PLACE MORE THAN TWO WEEKS. COORDINATE WITH WALMART CONSTRUCTION MANAGER SALES O z z w 2x4 STUDS @ 24" a. O OC (TYPICAL) O z H m CONTINUOUS SEALANT BOTH SIDES OF SILL PLATE MAMA X 2x4 TREATED WOOD SILL PLATE SECURITY ENCLOSURE 3/4" = 1'-0" ROOF DECK CONTINUE PLYWOOD TO DECK 1/2" CD PLYWOOD 4'-0"X8'-0" HORIZONTAL PROVIDE 2x4 NAILER AT ALL JOINTS INSTALL CONTINUOUS LAYER 6 MIL POLY SHEETS TAPE ALL JOINTS 2x4 AT 24" OC SALES PAINT DUST WALLS TO MATCH ADJACENT IF DUST WALLS TO BE IN PLACE MORE THAN TWO WEEKS. COORDINATE WITH WALMART CONSTRUCTION MANAGER DO NOT USE DUST WALL TO SHORE ROOF JOISTS WALL TO BE REMOVED 6'-0" LOAD BEARING 4'-0" ELSEWHERE DEMO AREA NOTES: 1. INSTALL TEMPORARY WALL IN SECTIONS APPROX 40'-0" PER DAY (COORDINATE WITH STORE MANAGER AND WALMART CONSTRUCTION MANAGER) 2. LOCATE VERTICAL 2x4'S AS NOT TO INTERFERE WITH CEILING GRID OR LIGHT FIXTURES 3. LOCATE HORIZONTAL 2x4 AT 2" ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS 4. SCREW PLYWOOD (MAX SPACING 12" OC) SEALANT UNDER CONTINUOUS SEALANT BOTTOM PLATE AGAINST PLATE ANCHOR AT 24" OC COORDINATE W/SPECIFICATION SECTION 01500. DUST WALL SECTION DEMO AREA REMOVE STRIPING TENANT SPACE VISION CENTER DEMOLITION PLAN 4 5 RESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO • REMOVAL OF ALL PARTITIONS • WALL FINISHES TO FACE OF STUDS INCLUDING BATT VISION CENTER SALES REMOVE MILLWORK AND WALL FIXTURES. GC TO COORDINATE RELOCATION OF VISION CENTER EQUIPMENT WITH WMCM. DEMOLITION LEGEND EXISTING TO REMAIN — — — DEMOLISH/REMOVE/RELOCATE AREA TO BE DEMOLISHED TERMITE CONTROL: GC TO PROVIDE TERMITE CONTROL AT REMOVAL OF CONCRETE SLAB(S) OR TRENCHING PER FBC 2017 SECTION 18. REFER TO SPEC SECTION 023161 FOR MORE INFORMATION ON TERMITE CONTROL WARRANTY, MATERIALS, EXECUTION AND APPLICATION. SHEET NOTES 1. SALES FLOOR TO BE ACCESSIBLE TO CUSTOMERS DURING NON -CONSTRUCTION HOURS. PROVIDE TEMPORARY COVERS CAPABLE OF WITHSTANDING SHOPPING CART TRAFFIC AND OCCUPANTS FOR PITS AND TUNNELS, REMOVE CONSTRUCTION FENCING AND DUST WALLS INTERFERING WITH CUSTOMER CIRCULATION OR ACCESS.. 2. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED. REF DEMOLITION REQUIREMENT NOTE ON N1 SHEET. 3. REMOVE ALL DOORS SHOWN DASHED. REFER TO ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENT. 4. REMOVE CARPET AND GLUE FROM COLUMNS. PATCH AND REPAIR COLUMNS TO SMOOTH SURFACE PRIOR TO PAINTING 5. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATED CASES AND FIXTURES WITH MECHANICAL SERVICES CONSTRUCTION MANAGER 6. REMOVE EXISTING FITTING ROOMS EXISTING CONCRETE SLAB 4" CONCRETE SLAB 1/2" X 8" SMOOTH DOWELS AT 6" FROM EACH CORNER AND AT 16" OC MAX EACH SIDE. EMBED 4 1/2" MIN. INTO EXISTING CONCRETE WITH HILTI HIT-HY 150 MAX ADHESIVE RAPID SET CONCRETE MIX (BY GC) EXISTING TUNNEL PENETRATIONS (CONFIGURATION VARIES) FILL UNUSED TUNNEL OPENINGS WITH COPPER MESH AND EXPANDING FOAM TO 6" THICK MIN A _ INFILL EXISTING PIT WITH AGGREGATE BASE o- EXISTING REFRIGERATION PIT . d 9 ° ° d CONCRETE PIT COVER DETAIL 7 1" = 1'-0" RM SC: RD1 RM WMN: — 11 12 13 14 15 o 2 k� i AREA OF TRENCHING REF PLUMBING AND REF 5 - D1 II f � I i REMOVE AREA OF L REMOVE EXISTING RESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO: ENTRY TILE TRENCHING REF COUNTERTOPS REMOVAL OF ALL PARTITIONS PLUMBING AND o WALL FINISHES TO FACE OF STUDS INCLUDING BATT INSULATION REF 5 - D1 o FLOOR FINISHES TO BARE CONCRETE • LAVATORIES • ALL ACCESSORIES DEMOLITION PLAN TEMPORARY REMOVAL OF WATER CLOSETS REF 3-D1 FOR SECURITY ENCLOSURE a 8 =)OW w W� a j (A W = N to OdN�a owf2"xLuc p�F�ap-�iU!¢ w W=S�a'LLZ�1-ZOO � �a~WOZOw2OQN?� w a.N W—W O W��W3�=��oO� ti 7 U U W W O> F O 3mzqo,yw�wW�oo ?ILIQtL W J Z J 30a 'wUE;-w - a �rn w0Wa�wZZW� TazwLLwLL'ooc��'oyo f4 9-OUo0F_w WoILm F- Q J M to z O U m '^. VI 0 O � w L'7 � c+� M 0 0 LL N o �, �_� =o w a oll O l NZ m Lo N j W Of c =mo % � 0 � w N co ti w m D z m O ISSUE BLOCK 1 ADD1 01/27/21 2 ADD3 02/26/21 3 CCD1 03/29/21 4 CCD4 06/21/21 5 CCD5 08/16/21 CHECKED BY: RD DRAWN BY: EB PROTO CYCLE: 09/25/20 DOCUMENT DATE: 11/06/20 DEMOLITION PLAN SHEET: D 1 co c> 3/4" = 1'-0" 1 " = 30'-0"