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Home My WebLink AboutDemolition Plan - D1FEFEFEFEFEFEFEFEFEFEFEFEFEFE12345678ABCDEFGHIJPHM11A5.41LBA11D1.11REMOVE ALL PVC FLOORING ON SALES FLOOR, EXISTING CONCRETE FLOORING TO BE EXPOSED PREFERRED FLOORING CONTRACTOR TO POLISH CONCRETE FLOORS, TYP AT ALL AREAS OF STORE WHERE DEMOLITION SCOPE OF WORK REQUIRES SOIL DISTURBANCE, GC TO PROVIDE TERMITE CONTROL REF SPEC 02361.REF SA1 SHEET FOR BID ALLOWANCE FOR DUST WALLSREMOVE EXISTING SUSPENDED PERIMETER SIGN RAILING REFER TO REFRIGERATION DEMO PLAN FOR ADDITIONAL SCOPE OF WORK D1.12•••••••RESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO:REMOVAL OF ALL TOILET PARTITIONSWALL FINISHES TO FACE OF STUDS INCLUDING BATT INSULATION FLOOR FINISHES TO BARE CONCRETELAVATORIES ALL ACCESSORIESTEMPORARY REMOVAL OF WATER CLOSETS AND URINALS FOR SECURITY ENCLOSURE DETAILREF 3 - D1RELOCATE WATER DISPENSER AND WATER STAND, REF ELEC REMOVE FITTING ROOM, REF ELECREMOVE ELECTRONIC COUNTER, REF ELECREMOVE BIKE RACKSREMOVE EXISTING STRIPING REMOVE RACK , UPRIGHT TO REMAINEXISTING SCALES AND SCALE HOLDERS WILL BE REMOVED AND RE-INSTALLED BY OTHERS. GC TO PATCH AND REPAIR FLOOR WHERE ANCHORS ARE REMOVEDREPLACE MOP SINK, REF PLUMBREMOVE RACKS, TYP OF 16REMOVE BULLETIN BOARDS, TYP OF 2_____BR11REMOVE PORTION OF SIDEWALK FOR NEW STOOPREMOVE DOOR, DOOR FRAME IS ETRTEMPORARILY REMOVE THE DIAMOND PLATE REFRIGERATED CASE RAIL AND LEGS IN THE AREAS WHERE THE CASES ARE BEING REPLACED.TEMPORARILY REMOVE THE DIAMOND PLATE REFRIGERATED CASE RAIL AND LEGS IN THE AREAS WHERE THE CASES ARE BEING REPLACED.REMOVE 12' REFRIGERATED CASES, TYP OF 3REMOVE 12' REFRIGERATED CASES, TYP OF 4REMOVE 8' REFRIGERATED CASEREMOVE 12' REFRIGERATED CASES, TYP OF 10REMOVE 8' REFRIGERATED CASES, TYP OF 3REMOVE EXISTING FLOOR TILEREMOVE WALLSREMOVE GYP. BD. CEILING AND JOISTS IN AREA SHOWN IN GRAYREPLACE 3 COMPARTMENT SINK, REF PLUMBDEMO PORTION OF BULKHEAD TO ACCOMODATE NEW REFRIGERATED CASESDEMO PORTION OF BULKHEAD TO ACCOMODATE NEW REFRIGERATED CASES67'-5"97'-4"REMOVE WALLS SHOWN DASHED, PATCH AND REPAIR UPON REMOVALREMOVE PORTION OF WALL FOR NEW WALL PENETRATION, REF STRUCM.O.2'-0"1'-4"NOTE: ALL CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241SALESDEMO AREAROOF DECKCOORDINATE WITH SPECSANCHOR AT 24" OC2 x 4 AT 24" OCWALL TOBE REMOVEDINSTALL CONT LAYER 6 MIL POLY SHEETS TAPE ALL JOINTS1/2" CD PLYWOOD 4'-0" x 8'-0" HORIZONTAL PROVIDE 2x4 NAILER AT ALL JOINTSCONTINUE PLYWOODTO DECKDO NOT USE DUST WALL TO SHORE ROOF JOISTS6'-0" LOAD BEARING4'-0" ELSEWHERE1.2.3.4.NOTES:INSTALL TEMPORARY WALL IN SECTIONS APPROX 40'-0" PER DAY (COORDINATE WITH STORE MANAGER AND WALMART CONSTRUCTION MANAGER)LOCATE VERTICAL 2x4'S AS NOT TO INTERFERE WITH CEILING GRID OR LIGHT FIXTURESLOCATE HORIZONTAL 2x4 AT 2" ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONSSCREW PLYWOOD (MAX SPACING 12" OC)PAINT DUST WALLS TO MATCH ADJACENT IF DUST WALLS TO BE IN PLACE MORE THAN TWO WEEKS - COORDINATE WITH WALMART CONSTRUCTION MANAGER2 x 4 TREATED WOODSILL PLATEDEMO AREASALES2 x 4 TREATED WOODSILL PLATE2 x 4 STUDS AT 24"OC, TYP EXISTING WALL TOREMAIN1/2" C/D EXTERIOR PLYWOOD SCREWED TO STUDS OVER 6 MIL CLEAR POLY SHEETS2x WOOD PLATENOTE:THE GC SHALL REPAIR/REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OR REMOVAL OF TEMPORARY SECURITY ENCLOSUREMAX2' - 0"EXISTING OPENING3'-0"MINPAINT SECURITY WALLS TO MATCH ADJACENT IF SECURITY WALLS TO BE IN PLACE MORE THAN TWO WEEKS - COORDINATE WITH WALMART CONSTRUCTION MANAGERANCHOR AT 24" OCEXISTING CONCRETE SLABSAW-CUT EXISTING SLAB FULL DEPTH, DO NOT EXTEND SAW CUT PAST AREA TO BE REMOVEDAGGREGATE BASE#3 x 8" DOWELS AT 18" OC, MID-SLAB DEPTH24" ±RAPID SET CONCRETE MIX BY GC#3 REBAR AT 12" OC, MID-SLAB DEPTH1/2" ± CONCRETE OVERLAY BY PREFERRED FLOORING CONTRACTORROLLED EPOXY PRIMER1.•2.3.•4.•••5.CONTRACTOR NOTES: SAWCUT EDGES SHALL BE STRAIGHT AND EITHER PARALLEL EXISTING CONTROL/CONSTRUCTION JOINTSSAWCUTS AT AN ANGLE TO THE EXISTING CONTROL JOINT PATTERN WILL NOT BE ALLOWED UNDER ANY CIRCUMSTANCESPRIOR TO CUTTING, INSTALL 36" WIDE ROSIN PAPER EACH SIDE OF PROPOSED EDGE CUTS IN ORDER TO REDUCE SCARRING OF SLAB THAT IS TO REMAINNO OVERCUTTING SHALL BE ALLOWED AT EDGES OR CORNERS OF TRENCH AREA TO BE REMOVEDPORTIONS OF SLAB WHERE OVERCUTS OCCUR SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE WITH NO EXTENSION OF THE CONSTRUCTION SCHEDULEPERFORM CUTTING OF EXISTING CONCRETE SLABS IN ACCORDANCE WITH THE DETAILS AND SPECS USING SAWS AND/OR CORE DRILLSALL SLAB CUTTING SHALL BE PERFORMED AT NIGHT AFTER THE BUILDING HAS CLOSED FOR BUSINESSEXPLOSIVES WILL NOT BE ALLOWED AT ANY TIMEREF SPECS FOR JACK HAMMER DIRECTIONUSE REMOVAL METHODS THAT WILL NOT CRACK, UNDERMINE, OR STRUCTURALLY DISTURB ADJACENT SLABS OR PARTITIONS4" SAND CUSHIONCONDUIT OR PIPEDOWELING TO BE A MAX OF 6" FROM EDGE OF CONCRETE INFILLPLAN6"MAX6"MAXCONDUIT AND SAND CUSHION ONLY APPLY WHEN INFILLING OVER TRENCH - DEPTH TO BE DETERMINED PER FIELD CONDITIONS AND LOCAL CODESSECTIONGC TO INSTALL VAPOR BARRIER WHEN REMOVED FOR NEW TRENCHING. MATCH EXISTINGAREA TO BE TREATED WITH TERMITE PROTECTION AS INDICATED IN SPECIFICATION SECTION 02361DEMOLITION LEGENDEXISTING TO REMAINDEMOLISH/REMOVEAREA TO BE DEMOLISHEDRELOCATESHEET NOTES1.2.DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED, REF DEMOLITION REQUIREMENT NOTE ON N1 SHEETREMOVE ALL DOORS SHOWN DASHED, REF ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENTDUST DRAPEROOF DECKDUST DRAPEDEMO AREACONT 2" x 4"DUST DRAPE HOLD DOWN2 x 4 TOP PLATE2 x 4 STUD AT 96" OC2 x 4 BRACE AT 96" OCCONTRACTORS OPTIONON ATTACHMENT2 x 4 BOTTOMPLATEANCHORS AT 96" OC1/2" CD PLYWOODATTACHED TO STUD AT12" OC MAXFLOORDUST DRAPE TO BE 6 MIL CLEAR POLYSHEETING OVERLAPPED AT JOINTS A MINOF 2'-0" AND CONTINUOUSLY TAPED JOINTSATTACH SHEETING FROM ROOF DECK TO TOP OF BARRIER AS SHOWN FOR A DUSTPROOFCONDITION, IF ATTACHMENT TO CEILING ISIMPOSSIBLE, LIGHT FRAMING SHALL BEINSTALLED WITH SHEETING ATTACHED AROUNDIT TO PROHIBIT DUST PENETRATION4' - 0"SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.P (407) 661-9100F (407) 661-9101c-p.comFlorida Corporate Certificate #AA C0005262600 Maitland Center ParkwaySuite #200Maitland, FL 3275106/25/266/25/2026 10:13:28 AMD1DEMOLITIONPLANYC20240347BOYNTON BEACH, FL11/07/2511/07/25STORE NO: 05911 - 2769006/27/25BOYNTON BEACH, FLAV/GQ/MD/SP3625 S FEDERAL HWY 1" = 20'-0"1DEMOLITION PLAN 3/4" = 1'-0"2DUST WALL SECTION 3/4" = 1'-0"3SECURITY ENCLOSURE 3/4" = 1'-0"4SLAB TRENCHING DETAIL 3/4" = 1'-0"5TEMPORARYBARRIER/DUST DRAPE1ISSUE BLOCK1 PR#1 - 1 Minor Site06/25/26