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7631 Gall Blvd (14)
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7631 Gall Blvd (14)
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Last modified
2/24/2025 4:09:53 PM
Creation date
2/19/2025 8:40:14 AM
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Building Plans
Street #
7631
Location
Gall Blvd
Contractor
TDS Construction
Building Plans - Permit #
1094
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f <br />F77 1- <br />ALL PLYWOOD ON SALES <br />1 j 1 <br />EXISTING ROOF DECK 1 <br />FLOOR SIDE OF PARTITION <br />TO BE PAINTED P131 <br />STUD TRACK j <br />ATTACHED TO BOTTOM 1 <br />OF DECK AT 48" O.C. 1 <br />INSTALL CONTINUOUS LAYER <br />I Ij <br />- <br />6 MIL POLY CLEAR SHEETING <br />WALL TO BE REMOVED <br />FROM FLOOR TO ROOF DECK, <br />OVERLAPPED AT JOINTS A <br />j <br />MINIMUM OF 2'-0" AND <br />CONTINUOUSLY TAPED AT ALL <br />I EXISTING FINISH CEILING i I <br />JOINTS_ SEAL VOIDS AT DECK <br />_ — — — — — — — — — — <br />_ = <br />REMOVE CEILING PANELS <br />2 ROWS OF 2X BLOCKING 1 1 <br />AND LIGHTS AT WALL <br />1 BETWEEN STUDS. LAP 6 MIL. 1 1 <br />LOCATION. GRID TO REMAIN. <br />POLY CLEAR SHEETING <br />SEAL CLEAR SHEETING <br />BETWEEN ROWS AND ATTACH <br />AROUND GRID <br />1 @ 24" O.C. <br />2x BLOCKING BETWEEN <br />I � <br />16'-0" @ LOAD BEARING <br />STUDS, PROVIDE 2X <br />j <br />BLOCKING BEHIND EACH <br />4'-0" ALL OTHER LOCATIONS <br />HORIZONTAL JOINT IN THE <br />1 <br />PLYWOOD WALL COVERING <br />DEMO AREA <br />AND ATTACH PLYWOOD TO <br />STUDS AND BLOCKING AT <br />METAL STUDS @ 24" O.C.: 1 j <br />12"OC MAX, TYP <br />WALLS UP TO 14': 1 1 <br />3-5/8" X 22GA j <br />FRP ON 1/2" C/D PLYWOOD <br />I WALLS HIGHER THAN 14'. <br />OVER 6 MIL. POLY CLEAR <br />j <br />6" X 18GA <br />SHEETING FROM FLOOR TO <br />BOTTOM OF FINISH CEILING. <br />j <br />3-5/8" x 22GA l I <br />INSTALL FULL SHEETS, LONG <br />j i METAL STUD I j <br />DIMENSION HORIZONTAL <br />1 BRACE @ 96" j <br />STUD TRACK. ANCHOR <br />j j <br />AT 48" O.G. <br />j j CONTRACTOR'S j <br />OPTION FOR <br />CONTINUOUS SEALANT <br />i ATTACHMENT j <br />BETWEEN BOTTOM EDGE OF <br />j <br />FRP AND FINISH FLOOR <br />j <br />FINISH FLOOR <br />CONTINUOUS SEALANT AGAINST TRACK <br />NOTE: TYPICAL AT FOOD AREAS WITH CEILINGS / NOT ON AN EXTERIOR WALL <br />TEMPORARY FRP CLAD <br />BARRIER/DUST <br />DRAPE <br />3/4" <br />NOTE: <br />THE GENERAL CONTRACTOR SHALL <br />REPAIR/REPLACE ANY DAMAGED FLOOR TILE <br />DUE TO INSTALLATION OR REMOVAL OF <br />TEMPORARY SECURITY ENCLOSURE. <br />CONTINUOUS SEALANT <br />2x WOOD PLATE <br />1/2" C/D EXT. PLYWOOD <br />SCREWED TO STUDS OVER <br />6 MIL CLEAR POLY SHEETS <br />EXISTING WALL TO <br />REMAIN _ <br />PAINT DUST WALLS TO MATCH <br />ADJACENT IF DUST WALLS TO <br />BE IN PLACE MORE THAN TWO <br />WEEKS. COORDINATE WITH <br />WALMART CONSTRUCTION <br />MANAGER <br />DEMO AREA <br />2x4 STUDS @ 24" <br />OC (TYPICAL) <br />CONTINUOUS <br />SEALANT BOTH SIDES <br />OF SILL PLATE <br />2x4 TREATED WOOD <br />SILL PLATE <br />0 <br />z <br />z <br />w <br />EL <br />O <br />z <br />m <br />X <br />w <br />2'-0" <br />SECURITY ENCLOSURE <br />3/4" = 1'-0" <br />SAW -CUT EXISTING SLAB <br />#3x8" DOWELS <br />FULL DEPTH. DO NOT <br />24„ + <br />AT 18" OC, <br />EXTEND SAW CUT PAST <br />MID -SLAB DEPTH <br />AREA TO BE REMOVED. <br />RAPID SET C <br />a.a ° ' ° " <br />��a <br />�— EXISTING <br />CONCRETE MIX <br />CONCRETE SLAB <br />(BY GC) o <br />P P <br />P o <br />6' <br />1/2" t CONCRETE <br />OVERLAY (BY PC) P P <br />o 0 0 0 <br />P P P P P <br />0 0 #3 REBAR AT 12" OC, <br />P MID -SLAB DEPTH <br />MAX <br />ROLLED EPDXY <br />AGGREGATE BASE <br />_ <br />PRIMER o o <br />p o 0 0 0 <br />o P o o�o <br />0 <br />DOWELING TOP <br />o o <br />c <br />CONDUIT AND SAND CUSHION <br />BE A MAXIMUM <br />CONDUIT OR PIPE <br />c c <br />ONLY APPLY WHEN INFILLING <br />OF 6" FROM <br />P o <br />OVER TRENCH. DEPTH TO BE <br />EDGE OF NEW <br />4" SAND CUSHION — <br />=' <br />DETERMINED PER FIELD <br />CONCRETE <br />CONDITIONS AND LOCAL CODES. <br />PLAN <br />INFiLL <br />SECTION <br />CONTRACTOR NOTES: <br />1. SAWCUT EDGES SHALL BE STRAIGHT AND EITHER PARALLEL EXISTING CONTROL/CONSTRUCTION JOINTS. SAWCUTS AT AN <br />ANGLE TO THE EXISTING CONTROL JOINT PATTERN WILL NOT BE ALLOWED UNDER ANY CIRCUMSTANCES. <br />2. PRIOR TO CUTTING, INSTALL 36" WIDE ROSIN PAPER EACH SIDE OF PROPOSED EDGE CUTS IN ORDER TO REDUCE SCARRING <br />OF SLAB THAT IS TO REMAIN. <br />3. NO OVERCUTTING SHALL BE ALLOWED AT EDGES OR CORNERS OF TRENCH AREA TO BE REMOVED. PORTIONS OF SLAB <br />WHERE OVERCUTS OCCUR SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE, WITH NO EXTENSION OF <br />THE CONSTRUCTION SCHEDULE. <br />4. PERFORM CUTTING OF EXISTING CONCRETE SLABS IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS USING SAWS <br />AND/OR CORE DRILLS. ALL SLAB CUTTING SHALL BE PERFORMED AT NIGHT AFTER THE BUILDING HAS CLOSED FOR <br />BUSINESS. JACK -HAMMERS OR EXPLOSIVES WILL NOT BE ALLOWED AT ANY TIME. <br />5. USE REMOVAL METHODS THAT WILL NOT CRACK, UNDERMINE, OR STRUCTURALLY DISTURB ADJACENT SLABS OR <br />PARTITIONS. <br />SLAB TRENCHING DETAIL <br />5 3/4" <br />REMOVE <br />STRIPING <br />IN <br />8 <br />--------------------------- <br />VISION CENTER DEMOLITIO <br />1 2 3 4 5 6 <br />RESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO: <br />• REMOVAL OF ALL PARTITIONS <br />• WALL FINISHES TO FACE OF STUDS INCLUDING BATT <br />^ INSULATION <br />• FLOOR FINISHES TO BARE CONCRETE <br />AREA OF TRENCHING II <br />REF PLUMBING AND <br />REF 5 - D1 -= <br />REMOVE LOCKERS,TYP <br />OF 36 <br />RELOCATE CASES <br />REMOVE GRAVITY <br />RACKS, TYP OF 7 --, <br />LAVATORIES <br />ALL ACCESSORIES <br />TEMPORARY REMOVAL OF WATER CLOSETS REF 3-D1 FOR <br />URITY ENCLOSURE <br />r,\,,l I\ <br />I� <br />--� E m <br />` REMOVE COOLER DOORS <br />REMOVE WALL <br />If %�—_'� <br />1 <br />BR1 <br />11:7-7E <br />IT 11 <br />C :11 EI J] <br />71 <br />101 <br />r(� <br />RELOCATE EXISTING — <br />EXISTING REFRIGERATION <br />AREA OF TRENCHING <br />PHOTOLAB EQUIPMENT <br />PITS TO BE CAPPED IN PLACE <br />REF PLUMBING AND <br />4 <br />it AND ABANDONED, REF 7-D1 <br />REF 5 - D1 <br />i <br />Ij - <br />I I, <br />I. <br />IIIIh II <br />ROOF DECK <br />DO NOT USE DUST <br />WALL TO SHORE ROOF D — <br />JOISTS L, <br />CONTINUE PLYWOOD <br />TO DECK <br />I' <br />WALL TO <br />BE REMOVED <br />I <br />1/2" CD PLYWOOD 6'-0" LOAD BEARING <br />4'-0"X8'-0" 4'-0" ELSEWHERE <br />HORIZONTAL <br />PROVIDE 2x4 NAILER <br />AT ALL JOINTS --� I DEMO AREA <br />INSTALL <br />CONTINUOUS <br />LAYER 6 MIL POLY <br />SHEETS TAPE ALL <br />JOINTS <br />2x4 AT 24" OC <br />SALES <br />PAINT DUST WALLS TO MATCH <br />ADJACENT IF DUST WALLS TO <br />BE IN PLACE MORE THAN TWO <br />WEEKS. COORDINATE WITH <br />WALMART CONSTRUCTION <br />MANAGER <br />NOTES: <br />1. INSTALL TEMPORARY <br />WALL IN SECTIONS <br />APPROX 40'-0" PER DAY <br />(COORDINATE WITH STORE <br />MANAGER AND WALMART <br />CONSTRUCTION <br />MANAGER) <br />2. LOCATE VERTICAL 2x4'S <br />AS NOT TO INTERFERE <br />WITH CEILING GRID OR <br />LIGHT FIXTURES <br />3. LOCATE HORIZONTAL 2x4 <br />AT 2" ABOVE CEILING <br />EXCEPT LIGHT FIXTURE <br />LOCATIONS <br />4. SCREW PLYWOOD (MAX <br />SPACING 12" OC) <br />SEALANT UNDER f CONTINUOUS SEALANT <br />BOTTOM PLATE AGAINST PLATE <br />ANCHOR AT 24" OC COORDINATE W/SPECIFICATION <br />SECTION 01500. <br />DUST WALL SECTION <br />DEMOLITION PLAN <br />TENANT SPACE <br />VISION CENTER SALES REMOVE <br />MILLWORK AND WALL FIXTURES. <br />GC TO COORDINATE <br />RELOCATION OF VISION CENTER <br />EQUIPMENT WITH WMCM. <br />N PLAN <br />10 <br />REMOVE <br />STRIPING <br />REMOVE <br />STRIPING <br />DEMOLITION LEGEND <br />EXISTING TO REMAIN <br />DEMOLISH/REMOVE/RELOCATE <br />AREA TO BE DEMOLISHED <br />TERMITE CONTROL: <br />GC TO PROVIDE TERMITE CONTROL AT <br />REMOVAL OF CONCRETE SLAB(S) OR <br />TRENCHING PER FBC 2017 SECTION 18. <br />REFER TO SPEC SECTION 023161 FOR <br />MORE INFORMATION ON TERMITE CONTROL <br />WARRANTY, MATERIALS, EXECUTION AND <br />APPLICATION. <br />SHEET NOTES <br />1. SALES FLOOR TO BE ACCESSIBLE TO CUSTOMERS <br />DURING NON -CONSTRUCTION HOURS. PROVIDE <br />TEMPORARY COVERS CAPABLE OF WITHSTANDING <br />SHOPPING CART TRAFFIC AND OCCUPANTS FOR PITS <br />AND TUNNELS, REMOVE CONSTRUCTION FENCING AND <br />DUST WALLS INTERFERING WITH CUSTOMER <br />CIRCULATION OR ACCESS.. <br />2. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS <br />SHOWN DASHED. REF DEMOLITION REQUIREMENT NOTE <br />ON N1 SHEET. <br />3. REMOVE ALL DOORS SHOWN DASHED. REFER TO <br />ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR <br />AND FRAME REPLACEMENT. <br />4. REMOVE CARPET AND GLUE FROM COLUMNS_ PATCH <br />AND REPAIR COLUMNS TO SMOOTH SURFACE PRIOR TO <br />PAINTING <br />5. COORDINATE REMOVAL AND DISPOSAL OF EXISTING <br />REFRIGERATED CASES AND FIXTURES WITH <br />MECHANICAL SERVICES CONSTRUCTION MANAGER <br />6. REMOVE EXISTING FITTING ROOMS <br />EXISTING CONCRETE SLAB <br />4" CONCRETE SLAB <br />1/2" X 8" SMOOTH DOWELS AT 6" FROM EACH <br />CORNER AND AT 16" OC MAX EACH SIDE. <br />EMBED 4 1/2" MIN. INTO EXISTING CONCRETE <br />WITH HILTI HIT-HY 150 MAX ADHESIVE <br />RAPID SET CONCRETE MIX (BY GC) <br />EXISTING TUNNEL PENETRATIONS <br />(CONFIGURATION VARIES) <br />FILL UNUSED TUNNEL OPENINGS WITH COPPER <br />MESH AND EXPANDING FOAM TO 6" THICK MIN <br />777 <br />4 <br />INFILL EXISTING PIT <br />P P P P P P P WITH AGGREGATE <br />\ BASE <br />e EXISTING <br />P O � <br />j P REFRIGERATION PIT <br />0 <br />- <br />d d <br />9 O O O O O O P O O O O O <br />9 - a <br />Qe <br />CONCRETE PIT COVER DETAIL <br />7 1" = V-0" RM SC: RD1 RM WMN: --- <br />11 12 13 14 15 <br />I. <br />WNR AN���V� II it 11 <br />\1 <br />ril <br />1 i' <br />�7 REMOVE WALL <br />REMOVE DOOR AND DOOR <br />FRAME <br />REMOVE CEILING AND CEILING <br />GRID DUE TO ADDITION OF NEW <br />-A6, MEP EEF 3 <br />REMOVE ALL PVC FLOORING ON SALES <br />FLOOR, EXISTING CONCRETE FLOORING TO <br />BE EXPOSED. PREFERRED FLOORING <br />CONTRACTOR TO POLISH CONCRETE <br />FLOORS, TYP. <br />MOVE EXISTING <br />LINTER TOP — <br />REMOVE EXISTING TIRE <br />CHANGER FOR NEW <br />�I EQUIPMENT TO BE INSTALLED <br />I <br />1 <br />-------- �I <br />I <br />REMOVEEXISTING SUSPENDED PERIMETER <br />! SIGN RAILING <br />- - REMOVE COUNTERTOPS AT ALL- <br />---� CHECKOUTS <br />/ REMOVE FITTING REF SHEET SA1 FOR BID ALLOWANCE OF <br />ROOMS AND DUST WALLS <br />A5.4 <br />APPAREL DESK <br />II I\11 <br />REMOVE <br />--------- --� �° 1 I ENTRY TILE <br />EMU <br />--- -1 - ---- 77- <br />1_F==F1 <br />�ill <br />--- ------ ------------ — — 4\I <br />._ AREA OF <br />-- a TRENCHING REF I v t <br />� II AREA OF TRENCHING REF <br />— — — — PLUMBING AND REF 5 - D' — ! PLUMBING AND <br />- o - -- -- �=—-c----------�1 <br />�l�I — - - - - � u � � REF 5 - D 1 I <br />1 — 1 o I j <br />------ <br />MC1 Q1 ° GC TO SALVAGE GABLE PANELS AND <br />LEXAN SIDE WALLS AT GLAZED <br />REMOVE AREA OF REMOVE EXISTING RESTROOM DEMOLITION TO INCLUDE BUT IS NOT LIMITED TO: CANOPY TO REINSTALL AT REMAINING <br />ENTRY TILE TRENCHING REF COUNTER TOPS REMOVAL OF ALL PARTITIONS GLAZED CANOPY REFER TO 1-GC1 4 <br />PLUMBING AND WALL FINISHES TO FACE OF STUDS INCLUDING BATT INSULATION <br />REF 5 - D1 FLOOR FINISHES TO BARE CONCRETE <br />• LAVATORIES <br />• ALL ACCESSORIES <br />• TEMPORARY REMOVAL OF WATER CLOSETS REF 3-D1 FOR <br />SECURITY ENCLOSURE <br />REMOVE EXISTING TIRE <br />BALANCER FOR NEW <br />EQUIPMENT TO BE INSTALLED <br />REMOVE <br />STRIPING <br />-0-~< <br />LL°o <br />� <br />W <br />fn <br />w <br />�}o <br />x ZU <br />w <br />, u-x <br />O <br />w 2 x Z N Z Z <br />or <br />a�nw��Z113 <br />aFgi'-TO <br />w- �m <br />t Tw wZo,w- Q-0 <br />ryO��wwiO dw©- <br />Q02 <br />a. w� 0U}m<nwZ} <br />Vo°U�o¢m <br />IL <br />O(o <br />ONwoafDuWwWzwZ <br />d <br />�aZt u- 000Q00 <br />=zo¢��ww�zwww <br />fn <br />t o0dEs wn.n_w0mm <br />I.L <br />m <br />a <br />m <br />O <br />V <br />� © co <br />co00 <br />L� <br />� <br />N <br />O <br />_,� <br />��� <br />0 <br />J Z 0 <br />a <br />Lu O <br />,Ar' N O <br />ry Z <br />co <br />o <br />Q <br />W <br />N <br />0 <br />=m0 <br />J <br />A C� <br />y V <br />O <br />W <br />NcD <br />w <br />m <br />z <br />m <br />O <br />31 <br />ISSUE BLOCK <br />1 ADD1 01/27/21 <br />2 ADD3 02/26/21 <br />3 CCD1 03/29/21 <br />4 CCD4 06/21/21 <br />CHECKED BY: <br />RD <br />DRAWN BY: <br />EB <br />PROTO CYCLE: <br />09/25/20 <br />DOCUMENT DATE: <br />11/06/20 <br />07/01 /21 <br />DEMOLITION <br />PLAN <br />SHEET: <br />D1 <br />3/4" <br />1 " = 30'-0" <br />
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