Post on 03-Aug-2020
810 S CINCINNATI AVE, STE 200, TULSA, OK 74119 | 918.877.6000 | CYNTERGY.COM PAGE 1 OF 2
ADDENDUM ADDENDUM NO. | 1
ADDENDUM DATE | 7/28/2020
PROJECT | Fort Rucker Shopping Center Image Update
Fort Rucker, AL
Building 9214
0843-18-000002
OWNER | Army and Air Force Exchange Service
3911 S. Walton Walker Blvd.
Dallas, TX 75236
ARCHITECT | Cyntergy AEC, LLC
810 S. Cincinnati Ave., Ste 200
Tulsa, OK 74119
This addendum forms a part of the contract documents and modifies previous documents, specifications and drawings pertaining to these items dated 2/27/2020. The General Contractor shall notify the architect immediately with any discrepancies or errors found in these documents.
DESCRIPTION
Items included in this change: CL Clarifications
ARCHITECTURAL
1. Sheet G-101 – Sheet Index, General Notes
1.1. Responsibility Schedule
Revise Interior Cabinet Signs and Exterior Signage to be GC Installed CL
2. Sheet AD112 – Demo Area Plan – Food Court / Mall
2.1. Detail 1 – Demo Area Plan – Food Court / Mall
Add detail reference for mud bed removal CL
2.2. Detail 2 – Mud Bed Demo Detail
Add detail to sheet CL
2.3. Demolition Keynotes
Clarify keynote 51 for mud bed depth and add specification section reference CL
3. Sheet A-111 – Enlarged PX Plan
3.1. Detail 1 – Enlarged PX Floor Plan
Revise general note for fixturization reference to “GC TO INSTALL AND BUILD NEW FIXTURES AND
CASH REGISTERS PROVIDED BY AAFES. REFER TO SPECIFICATIONS APPENDIX K FOR COMPLETE SCOPE
OF WORK” CL
4. Sheet A-112 – Enlarged Food Court/Mall Plan
4.1. Detail 1 – Enlarged Food Court/Mall Floor Plan
Revise general note for fixturization reference to “GC TO INSTALL AND BUILD NEW FIXTURES
PROVIDED BY AAFES. REFER TO SPECIFICATIONS APPENDIX K FOR COMPLETE SCOPE OF WORK. FOOD
COURT SEATING IS TO BE INSTALLED BY THE GC” CL
810 S CINCINNATI AVE, STE 200, TULSA, OK 74119 | 918.877.6000 | CYNTERGY.COM PAGE 2 OF 2
5. Sheet A-113 – Enlarged Exchange Plan
5.1. Detail 1 – Enlarged Exchange Floor Plan
Revise general note for fixturization reference to “GC TO INSTALL AND BUILD NEW FIXTURES AND
CASH REGISTERS PROVIDED BY AAFES. REFER TO SPECIFICATIONS APPENDIX K FOR COMPLETE SCOPE
OF WORK” CL
6. Sheet A-705 – Floor Finish Plan – Food Court / Mall
6.1. Detail 1 – Floor Finish Plan – Food Court / Mall
Add general note clarifying credit for mud bed removal CL
Add detail reference for mud bed infill CL
6.2. Detail 3 – Mud Bed Detail
Add detail to sheet CL
6.3. Floor Pattern Plan Legend
Revise note to clarify specification sections CL
MECHANICAL
7. Sheets M-101 – Mechanical HVAC Plan – Northwest, Sheet M-102– Mechanical HVAC Plan – Northeast, M-103
– Mechanical HVAC Plan – South, Sheet M-401 – Enlarged Mechanical Plans, Sheet M-402 – Enlarged
Mechanical Plans
7.1. Add Duct Shading Legend CL
SPECIFICATIONS
1. 00 00 02 – Table of Contents
Added sections 01 22 00 and Appendix K CL
2. 01 22 00 – Unit Prices
Added in its entirety CL
3. 03 35 36 – Existing Facility Polished Concrete Floor Finish
Revised to include unit pricing and mud bed clarification CL
4. 03 35 40 – Interior Concrete Slab Repairs and Joint Filler Replacement
Revised to include unit pricing and mud bed clarification CL
5. Appendix K – Scope of Work Fixturization and Example FLIC Log
Added in its entirety CL
END OF ADDENDUM NARRATIVE
DN
IMPULSE
RACK
RACK
STANDARDCHECKOUT CHECKOUT
STANDARDCHECKOUT
STANDARDCHECKOUT
IMPULSE
STANDARD STANDARDCHECKOUT
IMPULSE
RACK w/
BEVERAGE
COO
LER
7 8 9 10 11 12 13 14 14A
14A
16
17
18
F
G
19
15
J
H
3028
14B
14B
L
K
5AD
201
A
1
9
9
1
10
11
9
1
1
12
1
13
13
13
15
4
4
11
1
11
3
4
3'-10"
4
23
24
25
13
26
26
2
15
26
28
1
1
2930
31
31
31
32
32
32
32
3
33
33
33
37
35
34
35
35
1936
34
35
33
51
51
51
51
51
37
2
33
1
1
16'-11"
3 11
1
2
3
1
19
19
19
19
19
33
4
4141
42
17
17
49
48
49
48
51
51
46
TYP
6'-4" 10"
1
47
26
26
133
33
34
19
19
19
BID OPTION 12
BID OPTION 11
RE
FE
R T
O S
HE
ET
AD
11
1 F
OR
CO
NT
INU
AT
ION
REFER TO SHEET AD113 FOR CONTINUATION
50
50
50
50
50
50
50
50
GENERAL NOTE:MULTIPLE FLOOR LEVELS IDENTIFIED IN THIS AREA. FIELD VERIFY REMOVAL
19
BID OPTION 10
BID OPTION 10
BID OPTION 10
BID OPTION 10
3
11
19
4
10
54
10
'-7
3/8
"
REMOVE AIR HANDLER, REF MECH
REMOVE SHELVING
ELEC PANEL TO REMAIN
SERVER RACK TO REMAIN
x 7'-0"
55
57
57
57
57
57
57
57 57
57
58
47
17
NOTE: HATCH INDICATES EXTENT OF EXISTING MUD BED UNDER THE CERAMIC TILE.
NOTE: IF MUDBED EXTENTS ARE LESS THAN INDICATED IN THE FIELD FROM THE CONTRACT DOCUMENTS A CREDIT SHALL BE ISSUED TO THE OWNER FOR THE DIFFERENCE
REMOVE CANOPYAND ALL ASSOCIATED FRAMING, BID OPTION 10
14
17
19
50
1
1
2
21
7'-7 3
/4"
27
27
NOTE:
ASBESTOS CONTAINING MATERIAL (ACM) HAS BEEN IDENTIFIED IN THIS LOCATION. CONTRACTOR SHALL REFER TO ACM REPORT IN PROJECT SPECIFICATIONS, EXHIBIT A, FOR SPECIFICS REGARDING ACM TYPES, LOCATIONS, AND EXTENTS OF ABATEMENT. HAZARDOUS MATERIAL SHALL BE ABATED BEFORE PROCEEDING WITH CONSTRUCTION IN THESE AREAS.
2
AD112TYP
DEMOLITION KEYNOTESMASTER LEGEND - NOT ALL KEYNOTES APPLY TO SHEET
1. REMOVE EXISTING WALLS, DOOR, AND GLAZING. 2. REMOVE EXISTING MILLWORK.3. REMOVE EXISTING PLUMBING FIXTURE.4. REMOVE MECHANICAL/ELECTRICAL EQUIPMENT. RE: MEP.5. REMOVE EXISTING DOOR AND CUT OPENING TO RECEIVE NEW DOOR AS SCHEDULED6. REMOVE EXISTING PREFAB CANOPY AND FENCE. ALL POSTS AND STRUCTURAL ELEMENTS SHALL BE REMOVED AND
CAPPED AT GRADE. REMOVE AND PATCH ALL EXISTING FLASHINGS, GUTTERS, AND DOWNSPOUTS.7. REMOVE EXISTING DOOR AND FRAME AND INFILL OPENING.8. REMOVE EXISTING CHAIN LINK FENCE GATE AND POSTS. INFILL EXISTING POST IN SLAB TO MATCH EXISTING SLAB AREA.9. REMOVE EXISTING COOLER/FREEZER FLOORING, UTILITIES, RAISED SLAB, MECHANICAL EQUIPMENT, AND COOLER/PANEL
WALLS AND DOORS IN THEIR ENTIRETY. REF MEP FOR REFRIGERATION EQUIPMENT REMOVAL. GC TO CAPTURE AND DISPOSE OF REFRIGERANT
10. CUT OPENING IN EXISTING EXTERIOR WALL. PREPARE OPENING TO RECEIVE NEW DOOR AS SCHEDULED.11. REMOVE EXISTING RESTROOM IN ITS ENTIRETY. INCLUDING BUT NOT LIMITED TO RESTROOM ACCESSORIES, TOILET
PARTITIONS, PARTITION DOORS, W ALL FINISHES TO BARE STUD, FLOOR FINISHES, AND PLUMBING FIXTURES RE: MEP.12. RELOCATE EXISTING DRINK STATIONS, DRINK CABINETS, ALL ASSOCIATED EQUIPMENT, REROUTE SODA LINES, CO2, AND
CARBONATORS.13. REMOVE EXISTING STOREFRONT SYSTEM.14. REMOVE WALL BUMP OUTS.15. REMOVE COLUMN FURRING.16. REMOVE EXISTING DOOR AND CUT OPENING INTO EXISTING EXTERIOR WALL. PREPARE AND FINISH OPENING AS DETAILED
IN NEW W ORK17. REMOVE EXISTING DOOR AND FRAME, PREPARE EXISTING OPENING TO RECEIVE NEW AS SCHEDULED18. REMOVE EXISTING EAS PEDESTAL. PATCH ANY PENETRATIONS IN THE EXISTING SLAB TO MATCH EXISTING. COORDINATE
ALL WORK W ITH FORT RUCKER EUCT POINT OF CONTACT19. REMOVE EXISTING VCT FLOORING, RUBBER BASE, AND ALL ADHESIVES. PREPARE SURFACE TO RECEIVE NEW FINISH AS
SCHEDULED20. REMOVE EXISTING METAL RAILING. LEVEL AND PATCH FLOOR/WALL TO MATCH EXISTING CONSTRUCTION21. CUT OPENING IN EXISTING INTERIOR STUD WALL AND PREPARE TO RECEIVE NEW DOOR AS SCHEDULED22. PREPARE EXISTING CONCRETE TO RECEIVE SELF LEVELING CONCRETE TOPPING OVER EXISTING 2% SLOPED CONCRETE
FOR A LEVEL SURFACE23. REMOVE EXISTING DOWNSPOUT AND CAP CONNECTION AT GUTTER.24. REMOVE EXISTING AIR CURTAIN. RE: MEP25. REMOVE EXISTING FLOOR CLEAN OUT. CAP TO BE FLUSH WITH NEW FLOOR SYSTEM26. REMOVE EXISTING OVERHEAD DOOR, MOTOR, AND CONTROLS27. REMOVE EXISTING STAINLESS STEEL KITCHEN EQUIPMENT AND ANY ASSOCIATED UTILITIES. RE: MEP28. REMOVE EXISTING OVERHEAD SOFFIT29. REMOVE EXISTING ORNAMENTAL RAILING, CURB, AND TRENCH DRAIN RE: CIVIL30. REMOVE EXISTING EXTERIOR FLOOR TILE. RE: CIVIL31. REMOVE EXISTING CERAMIC W ALL TILE AT BASE OF WALL. PREPARE EXISTING SURFACE TO RECEIVE NEW FINISH AS
SCHEDULED.32. REMOVE EXISTING AUTOMATIC GLASS DOOR AND THRESHOLD33. REMOVE EXISTING QUARRY TILE AND BASE. PREPARE EXISTING SURFACE TO RECEIVE NEW FINISH AS SCHEDULED.34. REMOVE EXISTING WALL TILE35. REMOVE EXISTING FRP PANEL36. RELOCATE EXISTING ICE MACHINE37. REMOVE EXISTING CERAMIC FLOOR TILE AND BASE. PREPARE EXISTING SURFACE TO RECEIVE NEW FINISH AS SCHEDULED.38. REMOVE EXISTING CARPET TILE, RUBBER BASE, AND ALL ADHESIVES. PREPARE SURFACE TO RECEIVE NEW FINISH AS
SCHEDULED39. REMOVE EXISTING CHAIR RAIL. PATCH AND REPAIR EXISTING WALL TO MATCH EXISTING40. REMOVE EXISTING WALL TEXTURE OR VINYL WALL COVERING; PREP SURFACE FOR NEW SMOOTH FINISH41. REMOVE EXISTING CONCRETE PAD42. EXISTING CO2 TANK TO BE REPLACED BY OW NER43. REMOVE EXISTING DOOR, INFILL OPENING, AND PREPARE TO RECEIVE NEW DOOR AS SCHEDULED44. REMOVE EXISTING STEEL WALL MOUNT LADDER45. RELOCATE EXISTING IT CABINET AND COORDINATE WITH OWNER46. CAP AND REMOVE CLEAN OUT FLUSH WITH EXISTING FLOOR RE: PLUMBING47. REMOVE EXISTING CANOPY. ALL STRUCTURAL ELEMENTS SHALL BE REMOVED, REF CIVIL FOR CONCRETE INSTALLATION48. REMOVE EXISTING VENDING MACHINE AND DELIVER TO OWNER. COORDINATE WITH AAFES PM49. REMOVE EXISTING VENDING ENCLOSURE INCLUDING ALL ROOFS, CEILINGS, AND WALLS50. CUT AND REMOVE EXISTING CONCRETE FOR NEW PLUMBING WORK. REFER TO PLUMBING SHEETS51. REMOVE EXISTING CERAMIC FLOOR TILE, WALL BASE AND 2 1/2" DEEP MORTAR MUD BED BASE. PREPARE EXISTING
DEPRESSED CONCRETE SURFACE TO RECEIVE FINISH AS SCHEDULED IN NEW WORK. REMOVE ANY FLOOR TRANSITIONS AND DOOR THRESHOLDS AS NECCESSARY FOR NEW WORK. REFER TO SPEC SECTION 033540
52. REMOVE PORTION OF W ALL SHOW N DASHED FROM FLOOR TO 8'-7" AFF.53. REMOVE AND REINSTALL EAS, COORDINATE WITH TYCO.54. REMOVE WOOD ELECTRICAL TRANSFORMER PLATFORM AND ALL ASSOCIATED FRAMING, REF ELEC55. NOT USED56. EXISTING PLUMBING FLOOR DRAIN AND/OR CLEANOUT TO BE CAPPED. RESET NEW INSTALLED CAP TO MATCH FINISHED
ELEVATION OF NEW FLOOR FINISH.57. REMOVE EXISTING INTERNALLY LIGHT CABINET SIGNAGE58. REMOVE EXISTING WOOD WALL PANELING59. REMOVE EXISTING VIRA WALL PANELS AND INTEGRATED LIGHT BAR60. RELOCATE EXISTING WELDED STEEL GUN VAULT TO BE DISASSMBLED AND REASSEMBLED IN A NEW LOCATION BY GC
DEMO GENERAL NOTES
1. ACCESS POINT(S) TO THE PROJECT SITE SHALL BE APPROVED BY THE AAFES GM AND AAFES PM. CONSTRUCTION ACCESS POINTS SHALL BE CLEANED DAILY.
2. ALL EXTERIOR ACCESS DOORS SHALL BE PROTECTED WHENWORK IS BEING PERFORMED IN THAT AREA. CONTRACTORSHALL COORDINATE WITH OWNER'S LOSS PREVENTIONBEFORE OPENING ANY ALARMED DOOR(S).
3. RECYCLED MATERIAL WILL BE DISPOSED OF OFF-SITE. THIS WILL REQUIRE A DUMPSTER SEPARATE FROM OTHER DEBRIS.
4. ALL CONSTRUCTION AND DEMOLITION DEBRIS W ILL BE DISPOSED OF OFF SITE. A HAUL ROUTE IS PROVIDED ON SHEET G-104.
5. HAZARDOUS MATERIAL DEBRIS WILL BE DISPOSED OF OFF-SITE.
6. REFER TO ASBESTOS REPORT FOR ASBESTOS CONTAININGOBJECTS PRIOR TO PROCEEDING WITH DEMOLITION.
7. THE PROJECT STRUCTURAL ENGINEER SHALL BE NOTIFIEDUPON UNCOVERING OF ANY POTENTIAL STRUCTURAL FRAMINGPRIOR TO REMOVAL. REMOVAL ONLY UPON PERMISSION OF THE PROJECT STRUCTURAL ENGINEER.
8. FIELD VERIFICATION REQUIRED - THE CONTRACTOR SHALL ADVISE THE ARCHITECT & STRUCTURAL ENGINEER OF ANY EXISTING STRUCTURAL CONDITIONS NOT INDICATED IN THEDOCUMENTS. REMOVE ONLY UPON APPROVAL FROM THE STRUCTURAL ENGINEER.
9. DEMO EXISTING SLAB AS REQUIRED FOR NEW PLUMBING.REF STRUCTURAL FOR INFILL DETAIL, RE: 4/S-001.
10. COORDINATE DEMOLITION WORK WITH MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL DRAWINGS.
11. PATCH AND INFILL EXISTING CONCRETE FLOORS AS NECESSARYAT CAPPED FLOOR DRAINS AND PREPARE EXISTING SLABTO RECEIVE NEW FLOOR FINISH AS SCHEDULED.
12. ANY WORK IN THE EXTERIOR ENVELOPE SHALL BE COVERED UP AS NECESSARY TO PROVIDE A W ATER TIGHT SEAL DURINGCONSTRUCTION. ANY WATER INFILTRATION WILL BE THERESPONSIBILITY OF THE GC.
13. REMOVE EXISTING ABANDONED UTILITIES AND EQUIPMENT THAT WILL BE VISIBLE TO FUTURE WORK.
14. BACKFILL AND POSITIVELY GRADE ANY PORTIONS OF REMOVEDEXTERIOR SIDEW ALKS TO MATCH THE EXISTING GRADE. PROVIDE SOD IN DISTURBED AREAS.
15. REMOVE AND STORE ANY EXISTING FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS AND REUSE FOR FUTURE WORK.
16. GENERAL CONTRACTOR SHALL NOT CUT DATA LINES. ALL DATALINES AND JACKS SHALL BE SALVAGED AND COILED UP ABOVETHE CEILING.
17. SECURITY CAMERA SHALL BE REMOVED BY THE GC UNDER SUPERVISION OF THE AAFES LP. CAMERAS WILL NOT BE REINSTALLED BY THE GC. ALL REMOVED LOSS PREVENTION ANDCCTV EQUIPMENT SHALL BE SALVAGED AND TURNED OVER TOAAFES LP.
18. GC SHALL CONTACT RAY WATERWORTH FOR PRICING REGARDING INTRUSION DETECTION WORK. THIS WORK WILL BE INCLUDED UNDER THE GC'S CONTRACT.
19. REFER TO ASBESTOS REPORT FOR ALL ASBESTOS CONTAININGMATERIALS. ALL MATERIAL CONTAINING ASBESTOS SHALL BEREMOVED EVEN IF NOT INDICATED ON THE DEMO SHEETS
20. REMOVAL AND STORAGE OF ALL EXISTING FURNITURE WILL BE PROVIDED BY AAFES
21. ADDITIONAL CEILING REMOVAL NOT INDICATED IN THE DRAWINGS MAY BE NECESSARY FOR THE INSTALLATION OF NEW MEP SYSTEMS. GC IS RESPONSIBILE FOR COORDINATING THE REMOVAL AND INSTALLATION OF EXISTING CEILING SYSTEMS TO COMPLETE OTHER WORK. NO ADDITIONAL TIME OR FUNDING WILL BE AWARDED FOR ADDITIONAL CEILING WORK NOT INDICATED ON THE DRAWINGS FOR THE INSTALLATION OF NEW MEP SYSTEMS.
DEMOLITION PLAN LEGEND
EXISTING TO REMAIN
EXISTING TO BE DEMOLISHED
REMOVE CONCRETE FOR NEW PLUMBING W ORK
22
NO WORK THIS AREA
KEYNOTE INDICATOR
EXISTING DOOR TO BE DEMOLISHED. REFER DOOR SCHEDULE FOR EXISTING FRAMES TO REMAIN
MUDBED REPAIR
FIE
LD
VE
RIF
Y
2 1
/2"
EXISTING CERAMIC FLOOR TILE TO BE REMOVED
EXISTING THIN SET MUD BED TO BE REMOVED
ADJACENT FLOOR FINISHRE: DEMO PLANS
EXISTING DEPRESSED CONCRETE SLAB
Pri
nte
d:
SHEET NUMBERSHEET NAME
ARCHITECT OF RECORD
810 SOUTH CINCINNATISECOND FLOORTULSA, OK 74119
918.877.6000www.cyntergy.com
ISSUE DATE:
CHECKED BY:
DRAWN BY:
PROJECT:
PROJECT TITLE
SCALE AS NOTED
SEAL
EXCHANGE
TM
C:\
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020 8
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1 A
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AD112DEMO AREA PLAN -
FOOD COURT / MALL
DAVID F. PHELPS, AIA
11/22/2019
CW
BB
0843-18-002
FORT RUCKER, ALBUILDING 9214
FT RUCKER SHOPPINGCENTER IMAGE UPDATE
No. 7710
ST
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MA
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GISTE R E D A R CH
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1/8" = 1'-0"1DEMO AREA PLAN - FOOD COURT / MALL
N
NKEYPLAN
REV. # DATE DESCRIPTION
11/22/2019 FOR SOLICITATION
1 02/27/2020 ADDENDUM #2
RS 06/05/2020 RE-SOLICITATION CLARIFICATION
2 07/30/2020 ADDENDUM #1
2
3" = 1'-0"2MUD BED DEMO DETAIL
2
2
DN
FLOOR PATTERN PLANLEGEND
BARE CONCRETE, BC; REF A-602 FOR FINISH SCHEDULE
POLISHED CONCRETE, PC-1; REF A-602 FOR FINISH SCHEDULE
POLISHED CONCRETE, PC-2; REF A-602 FOR FINISH SCHEDULE
POLISHED CONCRETE, PC-3; REF A-602 FOR FINISH SCHEDULE
POLISHED CONCRETE, PC-4; REF A-602 FOR FINISH SCHEDULE
SEALED CONCRETE, SC; REF A-602 FOR FINISH SCHEDULE
TILE, PT-1; REF A-602 FOR FINISH SCHEDULE
QUARRY TILE, QT-1; REF A-602 FOR FINISH SCHEDULE
RESILIENT, VCT-6; REF A-602 FOR FINISH SCHEDULE
RESILIENT, VCT-7; REF A-602 FOR FINISH SCHEDULE
RESILIENT, VCT-8; REF A-602 FOR FINISH SCHEDULE
RESILIENT, VCT-9; REF A-602 FOR FINISH SCHEDULE
RESILIENT, VT-3; REF A-602 FOR FINISH SCHEDULE
RESILIENT, VT-4; REF A-602 FOR FINISH SCHEDULE
RESILIENT, VT-8; REF A-602 FOR FINISH SCHEDULE
RESILIENT, VT-9; REF A-602 FOR FINISH SCHEDULE
CARPET, CPT-2; REF A-602 FOR FINISH SCHEDULE
CARPET, CPT-3; REF A-602 FOR FINISH SCHEDULE
RESILIENT, VT-2; REF A-602 FOR FINISH SCHEDULE
NO FLOORING SCOPE OF W ORK IN AREA
POLISHED CONCRETE, PC-1 OVER NEW CONCRETE INFILL; REF FINISH SCHEDULE ON A-602 FOR POLISH FINISH AND SPECIFICATION SECTION 033540 AND 033536 FOR CONCRETE REPAIR AND INFILL
7 8 9 10 11 12 13 14 14A
16
17
18
F
G
19
15
J
H
3028
14B
2521
L
20
K
208
SERVICES MALL 1
202
ENTRY
204
MALL 2
209
VESTIBULE
702
WOMENS
701
MENS
502
OPTICAL OFFICE
501
OPTICAL
601
OPTICAL RECEPTION
603
EXAM 1602
CORRIDOR
606
EXAM 3
605
EXAM 2 604
STORAGE
402
FAMILY HAIRCARE
403
SANITIZING
906
OFFICE
907
GNC STOCK
908
TRAINING
910
STORAGE
911
RESTROOM
100
LP OFFICE
205
MECHANICAL
903
BACK OF HOUSE
801
GNC
905
SUBWAY PREP
902
POPEYES
201
VESTIBULE
301
STORAGE302
CHARLEY'S
307
MECHANICAL 1
304
PREP
913
COOLER
914
FREEZER
303
QDOBA
206
STORAGE
207
FIRE RISER 1
A
EJC-1
CONCRETE INFILL FOR PLUMBING WORK. REFER TO STRUCTURAL FOR DETAIL
CON T
CON T
CONQT
RE
:A-7
04
FO
R C
ON
TIN
UA
TIO
N
RE:A-706 FOR CONTINUATION
VT
CON
QT
CO
N
VCT
CON
A-705
2
11'-9
"
EQ
EQ
KC101
5
KB701
1
NOTE: IF MUDBED EXTENTS ARE LESS THAN INDICATED IN THE FIELD FROM THE CONTRACT DOCUMENTS A CREDIT SHALL BE ISSUED TO THE OWNER FOR THE DIFFERENCE
3
A-705
TYP
PC2
PC4
PC3
PC2
VERIFY FINAL LOCATION WITH OWNERRE PM PRIOR TO APPLICATION.
3'-10 7/8"
3'-10 7/8"
8 3/4"
8 3/4"
R 4"
R 1'-0
"
123°
6'-9 1/32" 6'-9 1/32"
13'-6 1/16"
14
'-9
"
7'-4 1
/2"
7'-4 1
/2"
POLISHABLE CONCRETE OVERLAY
ADJACENT FLOOR FINISHRE: PLANS
EXISTING DEPRESSED CONCRETE SLAB
FIE
LD
VE
RIF
Y
2 1
/2"
REFER TO SPEC SECTION 033536 SECTION 2.3.G FOR OVERLAY MATERIAL
AGGREGATE LAYER MIXED WITH CONCRETE OVERLAY
PRIMER LAYER WITH SAND BROADCAST
Pri
nte
d:
SHEET NUMBERSHEET NAME
ARCHITECT OF RECORD
810 SOUTH CINCINNATISECOND FLOORTULSA, OK 74119
918.877.6000www.cyntergy.com
ISSUE DATE:
CHECKED BY:
DRAWN BY:
PROJECT:
PROJECT TITLE
SCALE AS NOTED
SEAL
EXCHANGE
TM
C:\
Users
\bosw
ecb1\D
ocum
ents
\Revit\R
ucker_
Arc
h+
Str
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2020_bosw
ecb1.r
vt
7/3
0/2
020 9
:00:1
9 A
M
A-705FLOOR FINISH PLAN -FOOD COURT / MALL
DAVID F. PHELPS, AIA
11/22/2019
CW
BB
0843-18-002
FORT RUCKER, ALBUILDING 9214
FT RUCKER SHOPPINGCENTER IMAGE UPDATE
No. 7710
ST
A
TEOF ALABA
MA
RE
GISTE R E D A R CH
ITE
CTT
U
LSA , O K L A HO
MA
DA
VID F . P H EL
PS
1/8" = 1'-0"1FLOOR FINISH PLAN - FOOD COURT / MALL
REFER TO A-602 FOR TRANSITION AND EXPANSION JOINT DETAILS
GENERAL NOTE:LEVEL ALL EXISTING AND NEW DEVICES IN THE FLOOR WITH THE NEW FLOOR FINISH
1/4" = 1'-0"2X LOGO
NKEYPLAN
REV. # DATE DESCRIPTION
11/22/2019 FOR SOLICITATION
1 02/27/2020 ADDENDUM #2
2 04/08/2020 ADDENDUM #3
RS 06/05/2020 RE-SOLICITATION CLARIFICATION
3 07/30/2020 ADDENDUM #1
3
3
3" = 1'-0"3MUD BED DETAIL
3
3
Ft. Rucker, AL Image Update Section 000002 07/ /2020
Page 1 of 6 Addendum #1
SECTION 00 00 02
TABLE OF CONTENTS Division 00 Bidding Requirements
00 00 01 Cover Page
00 00 02 Table of Contents
00 00 07 Seals Page
00 04 04 Substitutions
Division 01 General Requirements
01 10 00 Summary
01 10 17 Exchange Furnished and Installed Equipment
01 10 18 Exchange Furnished Contractor Installed Equipment
01 10 60 Safety Policies and Procedures
01 10 60.1 Sample Safety Plan
01 10 60.2 Sample Construction Hazard Plan
01 13 00 Safety Regulations and Codes
01 13 00.1 Waste Disposal
01 14 20 Construction Phasing
01 14 50 Cutting and Patching
01 22 00 Unit Prices added in its entirety 7/ /20 Addendum #1
01 23 00 Options
01 25 00 Substitution Procedures
01 31 00 Project Management and Coordination
01 32 00 Construction Progress Documentation
01 33 00 Submittal Procedures
01 33 10 Weather Table
01 35 43 Environmental Protection
01 40 00 Quality Requirements
01 50 00 Temporary Facilities and Controls
01 51 00 Temporary Utilities
01 59 00 Field Offices and Sheds
01 71 00 Cleaning
01 74 19 Construction Waste Management and Disposal
01 77 00 Project Closeout
01 78 39 Project Record Documents
Division 02 Existing Conditions
02 41 16 Selective Demolition
Division 03 Concrete
03 30 00 Cast-in-Place Concrete
03 35 36 Existing Polished Concrete Floor Finish revised 7/ /20 Addendum #1
03 35 36.1 New Polished Concrete Floor Finish
03 35 40 Interior Concrete Slab Repairs and Joint Filler Replacement revised 7/ /20 Addendum #1
1
1
1
1
320
320
320
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Division 04 Masonry
04 20 00 Unit Masonry
04 73 00 Manufactured Masonry Veneer
Division 05 Metals
05 12 00 Structural Steel
05 40 00 Cold-Formed Metal Framing
05 50 00 Metal Fabrications
Division 06 Wood, Plastics and Composites
06 10 00 Rough Carpentry
06 15 00 Wood Decking
06 40 23 Interior Architectural Woodwork
Division 07 Thermal and Moisture Protection
07 21 00 Building Insulation and Vapor Retarder
07 54 23 Thermoplastic Polyolefin (TPO) Roofing
07 62 00 Sheet Metal Flashing and Trim
07 72 00 Roof Accessories
07 84 13 Penetration Firestopping
07 92 00 Joint Sealants
Division 08 Openings
08 11 13 Hollow Metal Doors and Frames
08 11 14 Custom Doors and Frames
08 31 13 Access Doors and Frames
08 33 23 Overhead Coiling Doors
08 33 26 Overhead Coiling Grilles
08 41 13 Aluminum Entrances and Storefronts
08 42 29 Automatic Entrances
08 71 00 Door Hardware
08 80 00 Glazing
08 90 00 Louvers and Vents
Division 09 Finishes
09 22 16 Non-Load-Bearing Metal Framing
09 24 00 Portland Cement Plastering
09 29 00 Gypsum Board
09 30 00 Tiling
09 51 13 Acoustical Panel Ceilings
09 65 13 Resilient Wall Base and Accessories
09 65 19 Resilient Tile Flooring
09 68 13 Tile Carpeting
09 72 00 Wall Coverings
09 90 00 Painting
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Division 10 Specialties
10 11 43 Vision Display Wall Panels
10 14 00 Signs
10 21 13 Toilet Compartments
10 26 00 Wall and Door Protection Systems
10 28 00 Toilet Accessories
10 44 13 Fire Protection Specialties
10 53 00 Prefabricated Aluminum Canopies
Division 11 Equipment
11 40 00 Food Service Equipment (EF/CI)
Division 12 Furnishings
12 69 00 Entry Floor Mats
Division 13 Special Construction
Division 21 Fire Suppression
21 05 53 Identification for Fire Suppression Piping and Equipment
21 13 13 Wet-Pipe Sprinkler Systems
21 13 16 Dry-Pipe Sprinkler Systems
Division 22 Plumbing
22 00 00 Plumbing - General Provisions
22 05 00 Common Work Results for Plumbing
22 05 23 General-Duty Valves for Plumbing Piping
22 05 29 Hangers and Supports for Plumbing Piping and Equipment
22 05 53 Identification for Plumbing Piping and Equipment
22 07 00 Plumbing Insulation
22 11 16.11 Water Service Tap and Service Line
22 11 16 Domestic Water Piping
22 11 19 Domestic Water Piping Specialties
22 11 23 Domestic Water Pumps
22 13 16 Sanitary Waste and Vent Piping
22 13 19 Sanitary Waste Piping Specialties
22 14 23 Storm Drainage Piping Specialties
22 34 00 Fuel-Fired Domestic Water Heaters
22 40 00 Plumbing Fixtures
22 47 00 Drinking Fountains and Water Coolers
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Division 23 HVAC
23 00 00 HVAC - General Provisions
23 01 30.51 HVAC Duct Cleaning
23 05 00 Common Work Results for HVAC
23 05 13 Common Motor Requirements for HVAC Equipment
23 05 19 Meters and Gages for HVAC Piping
23 05 29 Hangers and Supports for HVAC Piping and Equipment
23 05 33 Heat Tracing for HVAC Piping
23 05 48 Vibration and Seismic Controls for HVAC Piping and Equipment
23 05 53 Identification for HVAC Piping and Equipment
23 05 93 Testing, Adjusting, and Balancing for HVAC
23 07 00 HVAC Insulation
23 09 00 Instrumentation and Controls for HVAC
23 11 23 Facility Natural-Gas Piping
23 21 13 Hydronic Piping
23 21 16 Hydronic Piping Specialties
23 21 23 Hydronic Pumps
23 23 00 Refrigerant Piping
23 31 13 Metal Ducts
23 33 00 Air Duct Accessories
23 34 23 HVAC Power Ventilators
23 34 33 Air Curtains
23 35 33 Listed Kitchen Ventilation System Exhaust Ducts
23 36 00 Air Terminal Units
23 37 13 Diffusers, Registers, and Grilles
23 38 13 Commercial Kitchen Hoods
23 52 16 Condensing Boilers
23 64 23 Scroll Water Chillers
23 74 33 Packaged, Outdoor, Heating and Cooling Makeup Air-Conditioners
23 81 26 Split-System Air-Conditioners
23 82 39.13 Cabinet Unit Heaters
Division 26 Electrical
26 05 00 Common Work Results for Electrical
26 05 19 Low-Voltage Electrical Power Conductors and Cables
26 05 26 Grounding and Bonding of Electrical Systems
26 05 29 Hangers and Supports for Electrical Systems
26 05 33 Raceway and Boxes for Electrical Systems
26 24 16 Panelboards
26 27 26 Wiring Devices
26 29 23 Variable-Frequency Motor Controllers
26 51 00 Interior Lighting
Division 27 Communications
27 15 00 Communications Horizontal Cabling
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Division 28 Electronic Safety and Security
28 16 00 Intrusion Detection (Advantor 5.0)
28 31 00 Fire Alarm System/Life Safety System
28 39 00 Combination Mass Notification/Life Safety Systems
Division 31 Earthwork
31 10 00 Site Clearing
31 20 00 Earth Moving
31 23 19 Dewatering
Division 32 Exterior Improvements
32 12 00 Flexible Paving
32 31 13 Chain Link Fences and Gates
32 91 13 Soil Preparation
32 92 00 Turf and Grasses
Division 33 Utilities
33 30 00 Sanitary Sewerage Utilities
33 40 00 Storm Drainage Utilities
Appendix
Appendix A – Asbestos Containing Materials, Test Report & Abatement Procedures
Appendix B – ENV-SW010 Contractor Hazardous Waste Management
Appendix C – ENV-SW011 Recycling Program
Appendix D – Form 2739 - Asbestos Abatement Work Plan
Appendix E – Form 2738 – Asbestos Abatement Compliance Checklist
Appendix F – Form 2736 – Waste Shipment Record
Appendix G – ADEM Form 300 – Solid Waste Profile Sheet
Appendix H – ADEM Form 496 – Notice of Demolition and/or Demolition
Appendix I – 19-PR001 Bldg 9214 Asbestos Assessment Survey
Appendix J – FLIC Install Guides
Appendix K –Scope of Work Fixturization and Example FLIC Log
END OF TABLE OF CONTENTS
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SECTION 01 22 00
UNIT PRICES
Addendum #1 07/30/2020
Section added in its entirety
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for unit prices.
B. Related Requirements:
1. Division 01 Section "Contract Modification Procedures" for procedures for submitting and
handling Change Orders.
2. Division 01 Section "Quality Requirements" for general testing and inspecting requirements.
1.2 RELATED SECTIONS
A. Section 03 35 36 EXISTING FACILITY POLISHED CONCRETE FLOOR FINISH
B. Section 03 35 40 INTERIOR CONCRETE SLAB REPAIRS AND JOINT FILLER
REPLACEMENT
1.3 DEFINITIONS
A. Unit price shall be added to Contractor’s proposal on EXCHANGE Solicitation Form 4450-024, as a
price per unit of measurement for materials or services added to or deducted from the Contract Sum by
appropriate modification, if concealed conditions cause quantities of Work required by the Contract
Documents to be increased or decreased.
1.4 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable
taxes, overhead, and profit.
B. Measurement and Payment: See individual Specification Sections for work that requires establishment of
unit prices. Methods of measurement and payment for unit prices are specified in those Sections.
C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of
established unit prices and to have this work measured, at Owner's expense, by an independent surveyor
acceptable to Contractor.
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D. List of Unit Prices: A schedule of unit prices is included below in Part 3, EXECUTION. Specification
Sections referenced in the schedule contain requirements for materials described under each unit price.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 SCHEDULE OF UNIT PRICES
A. Unit Price 1: Interior Polished Concrete Slab Repair, mud bed demolition and new overlay placement
1. Description: Joint, crack and large area surface repair at existing concrete floors scheduled to
receive a polished finish. This includes depressed slab conditions for existing tile as indicated on
the drawings. Refer to schedule within specification section 033540
2. Unit of Measurement: Refer to schedule in specification section 033540 and project drawings.
Quantities shall be determined by the scope identified within the drawings.
END OF SECTION 01 22 00
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SECTION 03 35 36
EXISTING FACILITY POLISHED CONCRETE FLOOR FINISH
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Installation of polished concrete floor system for existing interior concrete floors by dry grinding, application of
concrete densifier, and polishing with various size grit metal-bonded and resin-bonded diamonds to the scheduled
specified minimum local and overall gloss values.
B. Removal of existing epoxy, ceramic, carpet, mud bed, and/or vinyl composite tile floor finish, and all underlayment
products where shown on drawings.
C. Installation of a self-leveling concrete topping for resurfacing, smoothing or leveling of indoor concrete and certain
non-porous surfaces
1.2 RELATED SECTIONS
A. Section 01 22 00 – Unit Prices.
B. Section 03 33 00 – Submittal Procedures.
C. Section 03 35 40 – Interior Concrete Slab Repairs and Joint Filler Replacement.
D. Division 09 – Finishes
1.3 REFERENCES
A. ASTM D 523 – Standard Test Method for Specular Gloss.
B. ACI 310 “A Guide to Decorative Concrete”.
C. ASTM C1708, 12 Standard Test Methods for Self-leveling Mortars Containing Hydraulic Cements
D. ASTM C 109M, Compressive Strength Air-Cure Only
E. ASTM C348, Flexural Strength of Hydraulic-Cement Mortar
1.4 SUBMITTALS
A. Comply with Section 01 33 00 – Submittal Procedures.
B. Product Data:
1. Provide manufacturer's equipment product data sheets for:
a. Planetary grinder polishing equipment
b. Planetary grinder HEPA dust collection equipment
c. Hand tools
d. Hand tool dust collection equipment
e. Diamond tooling
f. High speed propane burnisher
g. Polyurea pump
h. Joint cutting saw
2. Manufacturer’s chemical and product data sheets for:
a. Liquid reactive surface densifier
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b. Liquid stain guard treatment
c. Joint filler
d. Crack and spall repair product
e. Polishable overlay product
f. Grout coat, pin hole and small defect surface treatment
g. Acrylic Sealer if required
C. Installer’s Certification:
1. Provide list of 5 projects performed with last three years of similar type, size and complexity. Submit project
names, addresses, contacts and phone numbers for each project. General Contractor is to validate references
and polisher’s capabilities prior to submitting bid to AAFES.
2. Applicator Qualifications: Submit letter of certification from each of the following manufacturers of products
and equipment specified herein, stating that the applicator is a certified applicator of the system and is
familiar with proper procedures and installation methods as required by the manufacturer.
a. Planetary grinder system
b. Liquid reactive surface densifier and stain guard treatment
c. Joint filler, crack and spall repair products
D. Pre-Certified Installers
All bidding contractors must have completed our in house certification for this project. Below is a list of pre-
approved applicators.
Company Name Number
1) American Concrete Inc. 877-775-0030
2) Budget Maintenance Concrete 610-323-7702
3) Diama-Shield 888-730-4075
4) Industrial Restoration & Coatings 801-866-9896
5) Jeffco Concrete Contractors 800-226-2668
6) K & J Concrete Polishing 865-971-1760
7) Pacific Decorative Concrete 888-776-1111
8) Preferred Global 800-317-2450
9) Premier Concrete Construction 603-654-2471
**Refer to specifications Division 1 for substitution qualifications. Any potential contractor
substitution must have their complete submittal package submitted in writing through a General
Contractor a minimum of 10 days prior to bid date to the AAFES Contracting Officer for review and
approval.
1.5 QUALITY ASSURANCE
A. Regulatory Requirements:
1. Accessibility Requirements: Comply with applicable requirements of the Americans with Disabilities Act
Accessibility Guidelines (ADAAGs) for Buildings and Facilities; Final Guidelines, revisions, and updates for
static coefficient of friction for walkway surfaces.
2. Environmental Requirements: Comply with current Federal and local toxicity and air quality regulations and
with Federal requirements on content of lead, mercury, and other heavy metals. Do not use solvents in floor
polish products that contribute to air pollution or impact food quality.
B. Pre-installation Meeting:
1. General contractor shall schedule and convene a pre-installation meeting at the project site at the start of
installation of polished concrete floor system.
2. Meeting to occur only after review and approval of required Sub-contractor submittals and completion of test
panel mock-up, including specified grinding, polishing and dye, joint filling, spall and crack repairs, and
specified overall gloss values.
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3. Require attendance of parties directly affecting work of this section, including:
a. AAFES Project Manager
b. AAFES Store Manager of Assistant Manager
c. Project Architect
d. Owner’s Polishing Consultant
e. General Contractor
f. Polishing Subcontractor including Project Manager and Foreman
4. Meeting agenda to include (but not limited to): Review of existing conditions, surface preparation, system
installations, field quality control, protection, environmental requirements, coordination with other work,
controls to limit damage from dust and field quality control methods and reporting.
5. No work other than the sample may be started prior to approval of the sample area by the AAFES
project manager or the owners Polishing Consultant.
1.6 MOCK-UP
A. Provide polished concrete floor finish mock-up, a minimum size of 250 square feet, illustrating completed finish
including all specified liquid surface treatments and specified gloss levels.
Mock-up should be installed when the contractor is starting the actual work so that the actual crew and equipment
doing the project can be guaranteed. A mock-up is the first thing a polishing contractor should do when they arrive
on site to begin contracted work.
Mock-up will include at least 10 feet of properly installed joint treatment and correctly repaired surface spalls (if
applicable and found in the sample area) per specification section 033540.
Half of the sample area should include completed stain protection application and half should be without stain
protection (mechanical processes only) for testing purposes.
The sample should be located along a wall and include at least 10 feet of edge finishing treatment for the purpose of
review per specifications.
B. Locate mock-up where directed by the General Contractor.
C. Accepted mock-up will serve as standard to judge quality and workmanship of completed polished concrete floor
finish.
D. Accepted mock-up shall remain as part of finished product.
1.7 PROJECT CONDITIONS
A. Sequence application of concrete polishing after completion of other construction activities that would be damaging
to the completed polished concrete finish.
B. Close areas to traffic during and after floor application for time period recommended in writing by manufacturer.
C. Polished Concrete should be sequenced to complete after final lighting is in operation to allow for a proper
installation.
PART 2 PRODUCTS AND EQUIPMENT
2.1 EQUIPMENT TO BE USED FOR INSTALLATION
A. Floor Grinder:
1. Machinery manufacturer will be HTC, SASE, Concrete Polishing Solutions, Husqvarna, Diamatic or
PrepMaster.
2. Type: Multi-orbital, planetary-action, opposing-rotational, 3 or 4 diamond-headed floor grinders.
3. Weight: 850 pounds or more.
4. Grinding Pressure: 600 pounds minimum.
B. Dust Extraction System and pre-separator for grinding/polishing:
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Heavy-duty industrial HEPA filtration vacuum system, suitable for extracting and containing large quantities of fine
concrete dust (minimum 350 CFM air flow) in conjunction with manufacturer recommended pre-separator:
1. HTC 80ID
2. Pullman-Ermator S36
3. SASE Bull 50
4. Substitutions by Approval Only
C. Diamond Tooling for Coating Removal, Initial Grinding, and Preparing Floor for Polishing: Tooling manufacturer
subject to submittal review prior to approval.
1. Metal Bonded Diamonds
a. Grit Size: 40, 80, and 150.
*Reference Section 3.3 C
D. Diamond Tooling for Polishing Concrete:
1. Resin Bonded, Phenolic Diamonds
a. Grit Size: 100, 200, 400, 800 and 1500 or equivalent.
E. Grinding / Polishing Pads for Edges
1. Grit Size: 80, 100, 120, 200, 400, 800, 1500 and 3000.
E. Hand Grinder with dust extraction attachment and pads.
F. Joint cutting saw with dust extraction attachment
1. The Mongoose, by Engrave-a-Crete
2. Dust Buggy, by US Saws
3. Hump Back, by Joe Due
4. Substitutions by Approval Only
H. Self-propelled shaver/leveler for slab surface demolition and leveling.
1. SuperShaver, by CPS
2. BMC 335 Shaver, by Diamatic
3. Substitutions by Approval Only
I. High speed propane burnisher
1. Minimum 27 inch head generating pad speeds of 2,500 RPM or higher.
J. Diamond Impregnated Burnisher Pads
1. Twister Diamond Cleaning System Pads
2. Diamond Polishing Pads, by Norton
3. SpinFlex Diamond Polishing Pads, by CPS
4. Substitutions by Approval Only
2.3 MATERIALS
A. Penetrating Hardener/Densifier: Clear liquid reactive lithium-silicate based.
1. Retroplate 99 by Advanced Floor Products.
2. Consolideck LS, by Prosoco.
3. FGS Permashine by L&M Construction Chemicals.
4. 3DHS Densifier by AmeriPolish
5. Substitutions by Approval Only
B. Protective Penetrating Surface Treatment (Stain Protection):
1. Retro Pel by Advanced Floor Products
2. Protector SB, by Prosoco.
3. Petrotex by L&M Construction Chemicals.
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4. SR2 Stain Protector by AmeriPolish.
5. Substitutions by Approval Only
F. Solvent Based dye (where needed for repairs or per plans)
1. AmeriPolish Classic Acetone Solvent Based Dye
2. Prosoco GemTone Dye (Applied with Acetone ONLY)
2. No Substitutions
D. Joint Filler
1. SL/65 Polyurea in complementary color to match Polished Concrete, by VersaFlex
2. RS65 Polyurea in complementary color to match Polished Concrete, by Metzger McGuire
3. HT-PE65 Polyurea in complementary color to match Polished Concrete, by Hi-Tech Systems
4. Colors to be matched as closely as possible using a chip set match provided by the owners polishing
consultant. Manufacturer to produce product to match this color selection.
E. Low Viscosity Crack and Spall Repair
1. Quick-Mender XO in complementary matching color, by VersaFlex
2. Rapid Refloor in complementary matching color, by Metzger McGuire
3. TX3 in complementary matching color, by Hi-Tech Systems
4. Substitutions be Approval Only
5. Colors to be reviewed and approved by AAFES Project Manager or Polished Concrete Consultant in mock-
up.
G. Wide Area Underlayment Repairs and existing mud bed infill
1. K520 by Ardex Engineered Cements,
2. Topcem Premix by Mapei
3. No Substitutions
H. Wide Area Surface Overlay Repairs
1. K521 by Ardex Engineered Cements,
2. UltraTop PC by Mapei
3. No Substitutions
I. Pin Hole and Surface Pitting Grout Coat
1. Versa-Grout, by VersaFlex
2. TX3 by Hi-Tech
3. SRG by Metzger McGuire
4. Approved Equal
5. Color after application to be reviewed and approved by AAFES Project Manager or Polished Concrete
Consultant in mock-up.
J. Acrylic Sealer
1. CSS Emulsion (25% solids) by Elite Crete
2. H&C Clear Solvent Based Acrylic (25% solids) by Sherwin Williams
3. Approved Equal
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine floor to receive polished concrete floor system.
B. Notify the Project Manager of conditions that would adversely affect installation or subsequent use prior to
commencement of polishing.
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C. Do not begin surface preparation or installation until conditions are corrected and approved.
3.2 SURFACE PREPARATION
A. Protection: Protect surrounding areas and adjacent surfaces from the following:
1. Minimal accumulation of dust from grinding and polishing.
2. Contact with overspray of penetrating hardener / densifier.
3. Contact with overspray of protective surface treatment (stain guard)
4. Contact with joint filler, crack or spall repair materials
B. Completely remove existing flooring, mastics, adhesives, self-leveling underlayment fillers, mortar beds and other
foreign matter.
C. Remove the top ½ of an inch of existing joint material and replace with approved joint filler and crack repair
products.
D. Clean Surfaces: Remove dirt, dust, debris, oil, grease, curing agents, bond breakers, paint, coatings, and other
surface contaminants which could adversely affect installation of polished concrete floor system.
E. Fill concrete joints in accordance with Section 07 92 00.
F. Repair all slab defects and joints in accordance with Section 03 35 40.
G. For areas to be prepped and sealed per plans perform one 40 grit grind to remove all glue, mastic or
underlayments on the surface. Clean the surface well prior to installation of sealer.
3.3 INSTALLATION
A. Install polished concrete floor system in accordance with manufacturer’s instructions at locations indicated on the
Drawings.
B. Aggregate Exposure:
1. Fine Aggregate: Mottled salt-and-pepper aggregate exposure.
C. Overlay Placement
1. In areas where tile and mud bed are to be removed, use manufacturer approved underlayment product to fill
to ½” of the level surface.
2. Follow manufacturer’s instructions for preparation & priming.
3. Install approved overlayment on the top ½” of the area.
4. Grind & polish to meet specification requirements.
D. Polished Concrete Floor System
1. Open Slab Surface:
a. As required to provide a uniform final polish or removal of existing floor coatings, begin grinding with
40 or 80-grit metal bond. Bids shall be based on starting initial cut with 40-grit metal diamonds. Expose
coarse concrete aggregate when required to reach lows spots within floor surface.
b. Review condition of floor with AAFES Project Manager. Obtain approval from AAFES Project
Manager if large coarse aggregate is required to be exposed to remove existing coatings, floor
underlayment or slab deficiencies. Variations to the precise grinding, densifying, polishing and stain
guard application are anticipated, but must be discussed and approved in writing by the AAFES Project
Manager prior to executing the work.
c. Progressive edge grinding will be necessary with ½” of all vertical abutments, including walls, cases,
columns, posts and racking systems.
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d. Joint filler shall be flush with surface after grinding and polishing steps. Additional passes along curled
joints may be necessary to even the surfaces and remove joint filler chatter.
2. Remove metal-bonded diamond scratches by grinding with progressively finer metal-bonded diamonds, up to
metal bond 150-grit.
3. Apply densifier
a. Apply to the point of rejection to ensure complete acceptance of the densifier product at the
recommended step per manufacturer’s recommendations.
4. Floor Polishing: a. Remove 150-grit metal-bonded diamond scratches by grinding with a transitional diamond per
manufacturers recommendation
b. Remove transitional resin-bonded diamond scratches by grinding with 100-grit resin-bonded diamonds.
c. Remove 100-grit resin-bonded diamond scratches by grinding with 200-grit resin-bonded diamonds.
d. Remove 200-grit resin-bonded diamond scratches by grinding with 400-grit resin-bonded diamonds.
e. Remove 400-grit resin-bonded diamond scratches by grinding with 800-grit resin-bonded diamonds.
f. Remove 800-grit resin-bonded diamond scratches by grinding with 1500-grit resin-bonded diamonds.
5. Apply stain guard
a. Apply in accordance with manufacturer’s published instructions.
b. Apply first coat per manufacturer’s recommendation (DO NOT OVER APPLY). c. Use applicator pad, pre-wetted with stain guard, to pull material out to create a thin film prior to drying. d. Remove product completely from areas of over application, as evidenced by surface streaking, and
replace with unused stain guard. e. Apply second coat of stain guard per manufacturer’s instructions.
6. High speed burnish:
a. After each application of stain guard is dry, burnish surface.
b. Burnish using approved pads, at a slow movement pace using high speed machine with 800 grit diamond
impregnated pads as required to achieve specified gloss requirements.
c. Burnish with several passes. Make each progressive pass at 90 degrees from previous pass.
7. Clean & Seal:
In areas designated per plans to be clean and seal only, remove all surface glue, mastics and any
underlayments. Fill joints and then seal the floor using two coats of an acrylic solvent based sealer with 25%
solids. Insure that there are no roller marks are patterns in the sealer placement. Contact the architect or the
owners consultant if you have any additional questions.
E. Penetrating Dye
1. Mix dye in accordance with manufacturer’s instructions for use in blending and matching patches or concrete
pour backs that are a significantly lighter color than the main slab.
F. Exchange Logo
1. Where indicated on drawings install a dyed Exchange logo. Colors are to be as follows
a. Blue area is to be AmeriPolish Classic Patriot Blue
b. Red 1 is to be AmeriPolish Classic Sepia
c. Red 2 is to be sprayed with two colors. First is a 20% strength AmeriPolish Classic Black. The second
color is to be 100% strength AmeriPolish Classic Sepia.
2. The logo is to be laid out using a stencil to allow for color change without the use of decorative score lines.
a. Approved stencil manufacturer is FloorMap Stencil Design.
3. All color transitions are to be installed with clean lines and no bleed.
3.4 FIELD QUALITY CONTROL
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A. Inspect completed polished concrete floor system with the Concrete Consultant, Contractor, and Installer.
B. Review procedures with Contracting Officer to correct unacceptable areas of completed polished concrete floor
system.
C. Specular Gloss/Reflectance, ASTM D 523:
1. Perform polishing and burnishing work necessary to produce a Specified Overall Gloss Value (SOGV) ≥ 50
prior to applying protective surface treatment, SOGV ≥ 55 after applying protective surface treatment,
Minimum Local Gloss Value (MLGV) ≥ 40 after applying protective surface treatment as measured using a
Horiba IG-320 60 Degree Gloss Checker.
2. Gloss shall be considered as a quantitative value that expresses the degree of reflection when light hits the
concrete floor surface. Gloss measurements will be taken independent of ambient lighting and will be taken
within a sealed measurement window located beneath the test unit.
3. Collects 12 readings minimum per 10,000 square feet or less, throw out low and high measurements and
average remaining measurements. Average shall exceed SOGV. No single measurement on standard concrete
areas shall be less than MLGV.
3.5 PROTECTION
A. Protect completed polished concrete floor system from damage until Substantial Completion.
1. Do not allow vehicle and pedestrian traffic on unprotected floor.
2. Do not allow construction materials, equipment, and tools on unprotected floor.
3. Prohibit parking of vehicles on concrete slab.
4. If construction equipment must be used for application, diaper components that might drip oil, hydraulic fluid, or
other liquids. 5. No tire embedments (rocks, nails, screws, etc.) that will scratch or pit slab surface.
6. Prohibit pipe cutting using pipe cutting machinery on concrete slab.
7. Prohibit temporary placement and storage of steel members on concrete slab.
8. Prohibit acids and acidic detergents from contacting concrete surfaces.
9. Cover concrete floors with drop cloths or use breathable drop cloths during painting. If paint is spilled on
concrete floor, remove paint immediately.
10. Protect slab surface from standing moisture for 72 hours to prevent re-emulsification of surface treatment prior
to cure.
B. Immediately remove mortar splatter, spilled liquids, oil, grease, paint, coatings, and other surface contaminants
which could adversely affect completed polished concrete floor system.
C. Repair damaged areas of completed polished concrete floor system to satisfaction of Contracting Officer.
END OF SECTION
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SECTION 03 35 40
INTERIOR CONCRETE SLAB REPAIRS AND JOINT FILLER REPLACEMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Joint filler removal and replacement, with or without metal keyway.
2. Spalled joint repair or joint with metal keyway (less than 3/4”)
3. Spalled joint repair, joint with metal keyway or self-leveling compound removal (equal to or greater than
3/4”)
4. Crack repair.
5. Surface defect repair, including pop-outs, spalls, and gouges.
6. Surface embed repair, including cleanouts, in-floor electrical outlets and Walker Duct access holes.
7. Large area surface repair, mud bed removal and replacement, existing underlayment removal/replacement
and delamination repair.
8. Grout coat surface enhancement, including air voids, micro-pin holes, pitting and other shallow surface
deficiencies.
9. Full Grind, Densify and Polish portions of the project not currently indicated on the drawings.
10. Unit Price Repair Worksheet for estimating and bidding purposes. All prospective bidders must include a
completed worksheet included at the end of this specification as part of their bid package. Any bid
provided without a completed worksheet may be subject to rejection.
1.2 RELATED SECTIONS
A. Section 01 22 00 – Unit Prices.
B. Section 03 35 36 – EXISTING FACILITY POLISHED CONCRETE FLOOR FINISH.
1.3 SUBMITTALS
A. Section 013300 - Submittal Procedures: Procedures for Submittals.
B. Joint Filler Installer Qualification Certification:
1. Submit letter of certification, identifying specific individuals that are currently certified installers of the
specified materials and are familiar with proper procedures and installation methods as required by the
specified product manufacturers.
C. Product data for:
1. All products used for repair of existing concrete slab defects.
1.4 QUALITY ASSURANCE
1
1
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A. AAFES reserves the right to engage the services of a Concrete Consultant to review, observe and inspect the work
in progress.
1.5 ENVIRONMENTAL REQUIREMENTS
A. Limit and control damage from excessive dust caused by demolition, preparation, and installation of all Work.
B. Limit and control damage from moisture.
C. All replaced concrete shall be cured a minimum of 21 calendar days prior to joint filler installation.
D. Concrete repair area shall be closed to traffic during preparation and repair for a time as recommended by
manufacturer.
PART 2 - PRODUCTS and EQUIPMENT
2.1 MATERIALS
A. Polyurea Joint Filler: Rapid setting, two-component polyurea polymer liquid of 100% solids content, Shore
hardness in the 60’s, compatible with construction materials in contact.
1. Colors to be reviewed and approved by AAFES Project Manager or owners Concrete Consultant in mock-
up.
B. Low Viscosity Crack and Spall Repair:
1. Material provided by the same manufacturer as the joint fill matched to the same color.
2. Colors to be reviewed and approved by AAFES Project Manager or owners Concrete Consultant in mock-
up.
C. Wide Area Surface Repairs
1. K521 by Ardex
2. UltraTop PC by Mapei
3. No Substitutions
4. Color after installation to be reviewed and approved by AAFES Project Manager or owners Concrete
Consultant in mock-up.
D. Wide Area Underlayment Repairs and existing mud bed infill 1. K520 by Ardex Engineered Cements,
2. Topcem Premix by Mapei
3. No Substitutions
E. Pin Hole and Surface Pitting Grout Coat
1. Material provided by the same manufacturer as the joint fill matched to the same color.
2. Color after application to be reviewed and approved by AAFES Project Manager or owners Concrete
Consultant in mock-up.
2.2 EQUIPMENT
A. Dust extraction system for grinding/sawing:
1. HEPA filtration vacuum, designed for use with all hand tools when grinding or sawing concrete (minimum
125CFM air flow).
2. Provide one of the following:
a. Provided by the same manufacturer and made for the grinding equipment.
b. Approved equal.
PART 3 - EXECUTION
3.1 EXAMINATION
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A. An evaluation of the existing floor slab shall be conducted, identifying all defects. Scope of repairs shall be
confirmed by the AAFES Project Manager, Architect of Record, or owners Concrete Consultant prior to
commencement of work. Identify scope of work on Floor Polishing Plan specified in other section(s) of Division
3 – Concrete.
B. Repairs are not to be conducted until Unit Price in attached Worksheet has been reviewed and approved by the
AAFES Contracting Officer.
C. Repairs exceeding the Estimated Scope of Repairs developed in the attached Worksheet and included in the Base
Bid must be approved by the AAFES Contracting Officer prior to executing the work in any new Phase.
3.2 PREPARATION
A. Protect surface of slab immediately adjacent to defect under repair.
3.3 JOINT MILLING AND CAP FILLER REPLACEMENT
A. If existing joint filler is sound and resting on top of saw cut shelf, mill top 1/2” of material and refill with specified
Polyurea joint filler.
1. Re-saw the joint to a minimum depth of 1/2” with a dry-cut, vacuum-equipped saw using a slightly
oversized blade. The blade width should be sufficient to encapsulate the widest spall along a given
contraction joint segment to produce a sharp corner on each side of the joint with a minimum of two passes
through the joint.
2. Refill with polyurea joint filler material from the bottom up, taking care not to entrap large air bubbles per
manufacturer’s recommendation. Slightly overfill and shave flush to the surface after the grinding process
has been completed.
3. Ensure that after grinding, the joint is cut smooth and flush with the finish floor surface, without concave or
intermittent, darkened profile.
3.4 FULL DEPTH JOINT FILLER REPLACEMENT
Before After
1/2" min.new filler
Orginal materialbearing onsaw cut shelf
Before After
Fill to Bottomof Original
Saw Cut
Note: if shelf width at base of saw cut is less than 1/4" on either side of joint, minimum required filler depth is 2" placed over compressibel backer rod or bagged silica sand.
Saw cut shelf
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Page 4 of 9 Addendum #1
A. If existing joint filler is loose, easily removed, or able to be forced downward with a hand tool, remove all filler
material from joint and refill.
1. Re-saw joint full depth with a dry-cut, vacuum-equipped saw using a slightly oversized blade. The blade
width should be sufficient to encapsulate the widest spall along a given contraction joint segment to
produce a sharp corner on each side of the joint with a minimum of two passes through the joint. Remove
all filler material, debris, and laitance.
2. Refill with polyurea joint filler material from the bottom up, taking care not to entrap large air bubbles per
manufacturer’s recommendation. Slightly overfill and shave flush to the surface prior to grinding process.
3. Ensure that after grinding, the joint is cut smooth and flush with the finish floor surface, without concave or
intermittent, darkened profile.
3.5 NARROW SPALLED JOINT REPAIR OR JOINT WITH METAL KEYWAY (LESS THAN ¾”)
Existing Joint
Various Stages of Joint Breakdown
As Reqd., 3/4" Max.
Sawcut & Remove Concrete
3/4" Depth
A. For joints that are spalled, are constructed with metal keys or have radius tooled edges not exceeding 3/4” in width
at slab surface.
1. Re-saw the joint edge to a minimum depth of 3/4” with a dry-cut, vacuum-equipped saw allowing removal
of the widest spall (or top of radius) along a given joint segment to produce a sharp corner on each side of
the joint with a minimum of two passes through joint.
2. Clean joint of loose concrete, metal key fragments, joint filler, laitance, dirt, debris, backer rod, etc.
3. Joints must be free of all visible moisture.
4. Ensure filler penetrates the irregular aggregate interlock portion of the sawn contraction joint as shown
below, re-establishing the aggregate interlock that may have been lost due to shrinkage, curling, and lack of
reinforcement.
5. Fill joint cavity with specified Polyurea joint filler per manufacturer’s instructions, taking care not to entrap
large air bubbles. Overfill joint slightly and shave flush to slab surface after the grinding process has been
completed.
3.6 WIDE SPALLED JOINT REPAIR (EQUAL TO OR GREATER THAN ¾”)
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A. For joints that are spalled, contain metal key or self-leveling floor material where the damage equals or exceeds
3/4” in width at slab surface.
1. Re-saw the joint edge to a minimum depth of 1/4” with a dry-cut, vacuum-equipped shaver/leveler
allowing removal of the widest spall or non-linear keyway along a given joint segment to produce a sharp
corner on each side of the joint with a minimum of two passes through joint. Maintain consistent width of
repair to within 1/4” in 10 feet.
2. All cuts should be clean straight edges running parallel to the existing joint. If multiple small repair areas
are adjacent to each other, create one larger repair that encompasses the issues in one area.
3. Overfill repair cavity with overlay material per manufacturer’s instructions and grind flush to slab surface.
4. After repair has cured, and prior to any traffic on patched surface, re-saw original slab joint(s) 1/2” in depth
to honor joint and fill full depth with Polyurea joint filler per manufacturer’s instructions.
3.7 CRACK REPAIR
A. Crack width less than 1/32” without surface spalling.
1. Do not repair.
2. Grout coat may be used to fill thin hairline deficiencies.
B. Cracks from 1/32” to 1/4" in width.
1. Clean crack cavity.
2. Remove loose concrete, dirt and debris from crack with a wire brush or hand grinder with twisted wire
wheel attachment, 12mm minimum depth, insuring crack sidewall is clean.
3. Remove any loose segments, including islands formed by crack, with sharp tool.
4. Use methods that will not widen existing crack.
5. Vacuum crack to remove all dirt, debris and other laitance.
6. Mask slab surface along crack as necessary to minimize overfill.
7. Choose material color that closely matches the adjacent floor.
8. Install low viscosity crack and spall repair material in accordance with manufacturer’s instructions.
9. Repeat until all voids are filled and material crowns slab surface.
a. Do not flood area around crack.
b. Watch for bubble formation and out gassing.
c. Do not allow material to gel before adding additional material.
10. Shave or grind material flush to surface as stipulated by manufacturer.
3.8 SURFACE SPALLING REPAIR
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A. For slab surface that is chipped and spalled, where the deficiency is 1/4" in length or width up to 3 inches in length
or width, by 1/2" in depth.
1. Route edge of spall to provide 6mm deep square edge or 30° edge (consult manufacturer’s data sheet for
specific surface preparation instructions).
2. Use small hand grinder with a dry diamond blade and vacuum system attachment.
3. Do not overcut slots into existing slab surface.
4. Clean and prep spalled cavity.
5. Wire brush spalled surface to remove all dirt and laitance.
6. Mask slab at perimeter of spall with tape.
7. Install Low Viscosity Crack and Spall Repair material.
8. Polish over repair area with diamond disks to blend surface.
9. Feather filler material into the adjacent concrete floor surface.
10. With 2000 grit disk and firm pressure, add a few burn marks to mottle surface to blend with adjacent floor
surface.
a. NOTE: For inconsistent, varying spalled joints that comply with the measurements in this section, a
form material may be needed to temporarily form and support the vertical face of spalled joint edge.
Ensure that the repair material will not adhere to the form and the rigid repair material does not fuse
the joint together.
11. For cleanouts, in-floor electric outlets and Walker Duct access plates, over-core around perimeter of
existing embed by 12mm in width and depth, then install Low Viscosity Crack and Spall Repair Material.
3.9 BOLT HOLE, CONDUIT REPAIR
A. For slab surfaces containing surface or sub-surface bolts, bolt-hole voids, conduit or subsurface conduit.
1. Recess steel bolt or conduit a minimum of 1/2" below finish floor by either punching or cutting.
a. Check with General Contractor prior to cutting into active electrical or communication conduit.
2. For spall fractured edges less than 30 degrees, square edge to a minimum 1/4" depth with either a drill bit,
chisel or edge grinder.
3. The repair should be oriented on the closest control joint or wall so that the lines mimic the straight wall or
joint.
4. Clean cavity of all debris and laitance with drill activated, brass wire wheel. Vacuum hole to remove all
dirt, debris and other laitance.
5. Dispense Low Viscosity Crack and Spall Repair at moderate pace using steady pressure. Dispense material
into void, refilling as necessary to produce slight crown.
6. Grind material flush to slab surface per manufacturer’s instructions.
3.10 LARGE SURFACE REPAIR, MUD BED REPLACEMENT AND UNDERLAYMENT REMOVAL AND
REPLACEMENT
FLOOR JO
INT
SLAB SURFACE SPALL
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A. For slab surfaces containing wide-area irregular rough surfaces greater than 3” in width and length such as
irregular coarse aggregate surfaces or surfaces with existing tile or carpet underlayment’s > 1/2" in thickness or
surface paste delaminations.
1. Define edge perimeter with diamond masonry wheel or shaver/leveler to produce sharp edge, at least 1/2"
deep. Follow manufacturers recommendations for specific depth.
2. The repair should be oriented on the closest control joint or wall so that the lines mimic the straight wall or
joint.
3. For delaminations test to determine the extent of the delaminated area. From the current edge extend repair
6” in all directions. Define a square or rectangular repair area and create an edge perimeter. Do not
overcut into surrounding surface.
4. Roughen base surface using shaver/leveler to ICRI CSP Level 4 and vacuum clean.
5. Wire brush to remove any small loose material and vacuum again.
6. Mix and install overlay material in accordance with manufacturer’s instructions.
7. Place repair material in floor surface defect, float level or leave slightly proud of existing floor.
8. Grind, color & densify and polish to match adjacent concrete.
9. Re-establish original concrete slab joints by sawing completely through patch and re-filling with Polyurea
joint filler prior to exposure to traffic.
3.11 SMALL SURFACE PITTING, PINHOLE REPAIR, GROUT COAT
A. For surfaces consisting of micro-deficiencies, pin holes, hairline cracks and other surface clutter that impedes the
achievement of the specified overall gloss values
1. Clean pitted sections with 90-degree angle grinder equipped with wire wheel to remove all dirt/laitance.
Wheel should be run over defect in multiple directions to ensure proper cleaning.
2. Vacuum prepared pitted sections.
3. Install and disperse grout coat using approved product in accordance with manufacturer’s directions.
4. Ensure a thin, uniform layer of repair material covers the pitted areas. Refill any low spots as needed.
5. Grind or polish flush with metal or resin-bond diamonds, ensuring repair material is flush with slab surface.
6. Repeat repairs in areas as required if repair material pulls out of defects.
7. Apply required applications and polish smooth to meet specified overall gloss values.
3.12 PROTECTION
A. Protect surfaces of finished floor.
B. Prohibit traffic until floor repairs have received final approval by Owner.
SLAB SURFACE PITTING
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ENTER TOTAL AREA TO BE POLISHED: ______________ SQUARE FEET
ITEM
AREA FROM
ABOVE MULTIPLIER
TOTAL
FROM
MULTIPLIER
UNIT RATE
INCLUDED IN
BID
TOTAL COST
INCLUDED IN
BID
….. SAMPLE CALCULATION ….. NOT PART OF BID …..
Joint Filler Removal and
Replacement 36,000 0.14 5014 LF $2.75 / LF $13,788.50
….. DO NOT INCLUDE SAMPLE CALCULATION COST IN BID …..
1. Joint Filler Removal
and Replacement ________ 0.14 ________ LF $________ / LF $__________
2. Spalled joint repair or
joint with metal keyway
(less than 3/4”) ________ 0.08 ________ LF $________ / LF $__________
3. Spalled joint repair,
joint with metal keyway
or self-leveling
compound removal
(great than 3/4”) $________ / LF
4. Crack repair ________ 0.03 ________ LF $________ / LF $__________
5a. Surface defect repair,
including pop-outs,
spalls, and gouges 3/4 –
1-1/2” DIA ________ 0.025 ____ UNITS $_______ / EA $__________
5b. Surface defect
repair, including pop-
outs, spalls, and gouges
1.1/2 - 3” DIA ________ 0.025 ____ UNITS $_______ / EA $__________
6. Surface embed repair,
including cleanouts, in-
floor electrical outlets
and Walker Duct access
holes. ________ 0.001 ____ UNITS $_______ / EA $__________
7. Large surface repair,
existing underlayment
removal and replacement
with 1/2" Polished
Overlay. $________ / SF
8. Mud bed replacement
and infill
$________ / SF
9. Grout coat surface
enhancement, including
micro-pin holes, pitting
and other shallow surface
deficiencies ________ 0.1 _______ SF $________ / SF $__________
10. Full Grind, Densify,
Dye and Polish portions
of the project not
currently indicated on the
drawings. $________ / SF
1
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10. Add all relevant
columns to create an
estimated total for
projected repairs
Totals for
columns 1, 2, 4,
5a, 5b, 6, 7, 8
& 9 $____________
**The Worksheet above is to be included in the bid.**
END OF SECTION
1320
PL-K-RE-E EXHIBIT C – SCOPE OF WORK Page 1
Scope of Work Fixturization for Ft Rucker Exchange
Ft Rucker Image Update (Building 9214), AL
1. GENERAL: A. The purpose of this FLIC (Fixturization, Logistics, and Installation Contract), is for the
fixturization in support of Exchange Image Update at Ft Rucker, AL to include Main Store Retail, Food Court, and Services.
B. IN THIS PROJECT FLIC contractor will be a sub contract to the Prime General Contractor. Any reference to the General Contractor will state “General Contractor” and is the Prime contract. When only the word Contractor is used, that is the reference to FLIC or sub to the Prime. The General Contractor shall have the FLIC contractor under their contract.
C. The General Contractor shall be solely responsible for the Fixturization of this project.
“Fixturization” includes the receiving, coordinating, installation and modification of Exchange provided fixtures, disposal of existing fixtures that will not be re-used, and clean-up/waste removal in accordance with approved shop drawings, fixture plan and phasing plan. The General Contractor will be responsible for the install of Ceiling-hung Canopies. The General Contractor shall be responsible for installing “Vira Grid”. The General Contractor shall be responsible for relocating cards and mobile kiosk if necessary. The General Contractor will be responsible for cutting fixtures if needed.
D. General Contractor shall use Existing Storage Space at old Commissary for fixtures at
no cost.
E. The retail area of the store will be available to the FLIC contractor and General Contractor (GC) as specified in the phasing schedule.
F. Receiving Log must be kept at all times for all deliveries. See excel sheet provided.
2. RECEIVING: A. Since all fixtures are Exchange provided, the Exchange will initiate all deliveries. The
Exchange will attempt to order all fixtures, grouped by phasing plan. However, delivery dates may vary depending on the delivery requirements or manufacturer lead time, which may vary between 1-8 weeks from order date. Therefore phases will not be delivered by phase and the FLIC will be responsible for organizing the fixtures in the designated area of the store for storing, until installed. The shipments will be received at the Main Store Building 9214 and stored at Old Commissary across the street until installation is needed. FLIC is responsible for transportation of equipment to and from Furniture Warehouse Building 223.
B. FLIC contractor to review with Exchange POC the PO’s and verify statement.
PL-K-RE-E EXHIBIT C – SCOPE OF WORK Page 2
C. The FLIC contractor shall be responsible to notify the Exchange point of contact of all
deliveries made to the store and shall off-load fixtures from freight truck(s). Two-three times weekly or as needed during normal store operation hours, the Exchange point of contact (POC) will inspect all of the deliveries and verification of the PO and immediately sign over to the contractor, by use of the Hand Receipt Form [Exhibit C-7]. The FLIC contractor will assist the Exchange POC in reviewing and verifying the deliveries. This hand receipt form shall be kept on file by the contractor so same fixture(s) can be signed back over to the Exchange. Once the contractor’s installation of the fixtures has been accepted by the Exchange, the Exchange’s formal receiving procedures will be completed.
D. The FLIC contractor shall manage inventory of all new Exchange provided fixtures and
fixture accessories. Fixtures shall be stored in Furniture Warehouse Building 223 and installed per Exhibit C-1, Phasing Plan. Contractor shall organize fixtures in the designated area of the store according to phasing plans. The shipments will be received at the Main Store and stored at Furniture Warehouse Building 223 until installation is needed. FLIC is responsible for transportation of equipment to and from Furniture Warehouse Building 223 (while there is a loading dock, assume that it will not be available at all times).
E. The FLIC contractor shall inspect all deliveries to the store for damages. If there are
damages upon delivery, the FLIC must report them to the courier and note the damages on the shipping bill of lading or other record shipping document(s), and immediately notify the Exchange POC of damages. The FLIC contractor and Exchange POC will re-inspect the damaged delivery prior to signing over to the contractor. The Exchange POC will take photos and report damages to the contracting officer so replacements can be ordered by the Exchange at no expense to the contractor. Any damages found and not reported prior to sign over will be the responsibility of the contractor and must be immediately reported to Exchange POC for re-order, and will be deducted from the contractor’s final billing.
3. INSTALLATION: A. The FLIC contractor shall furnish all parts, material, fasteners and labor to install
fixtures per approved phasing plan and schedule. [Exhibit C-1 – Phasing Plan]. The FLIC contractor is also responsible for providing all necessary equipment which will be needed for the complete installation of fixtures (e.g., ladders, hand tools, etc.).
B. After prior coordination and approval from the store, the contractor is responsible for the movement of any existing and new fixtures per approved fixture and phasing plans. Exchange associates will de-merchandise and merchandise all fixtures.
C. Prior to new phase installation, contractor shall review delivered fixtures to determine
if they are damaged or parts are missing. If the contractor does discover missing or damaged parts, the FLIC contractor will contact the AAFES POC immediately to
PL-K-RE-E EXHIBIT C – SCOPE OF WORK Page 3
replace the missing parts. Any Parts received that become missing will be deducted from contracting final billing.
D. The FLIC contractor shall disassemble, as necessary, and remove/ relocate existing
fixtures within the scheduled phases within 8 hours prior to the start of that phase by the General Contractor. Upon Exchange acceptance of each phase completed by the General Contractor, the FLIC contractor shall complete installation of fixtures within 24 hours. All movement of fixtures must be coordinated prior with store manager or general manager. FLIC contractor must provide manpower to meet the deadline. FLIC contractor must work/meet with the GC daily to ensure a smooth transition from Phase to Phase, as to not impact the GC progress/schedule negatively.
E. All work shall be accomplished while supervised by the FLIC qualified installation
supervisor. That supervisor should be on site during installation.
F. Existing and new fixtures shall be located and installed in strict accordance with the most current approved phasing plans confirmed by Exchange Project Manager. Any discrepancies, deviation or deficiencies shall be reported to the designated point of contact and Exchange Contracting Officer.
G. The FLIC contractor shall be responsible for identifying and installing electrical disconnects and final electrical connections electrical devices (light fixtures and/or outlets) that are integral to the fixture, which are not shown on the electrical drawings. The FLIC contractor shall contact the fixture manufacturers to obtain any needed information or specifications on electrical components. Electrical circuits and final connections to provide power to fixtures and power poles shall be by the General Contractor. The FLIC contractor shall coordinate power requirements (location of power poles, floor boxes and/or outlets) for fixtures with the General Contractor. FLIC contractor install fixtures and make any and all internal connections and the General Contractor provide J Box power wiring and connections.
H. Fixtures to be installed by the FLIC that may not be obvious will include, but not limited to, fitting rooms, bike racks, cart corrals, and Vira Grid.
I. Major fixture moves shall take place when store is closed or behind hardened walls, curtains or similar. The FLIC shall coordinate with the GC on the phasing and construction schedule.
J. When fixtures are to be installed in an area during store operating hours, the FLIC contractor shall work with the Exchange General Manager and local point of contact to develop a schedule which will minimize negative impact on store operations.
K. The FLIC contractor shall provide their own material handling equipment (MHE) (e.g., stock carts, dollies, platform trucks, gondola movers, fork lifts, box trucks etc.) for movement of materials and supplies. The FLIC contractor shall not use Exchange owned MHE or customer used shopping carts. All MHE must have ‘non-marking’ tires to prevent damage to flooring throughout the store.
PL-K-RE-E EXHIBIT C – SCOPE OF WORK Page 4
L. The FLIC contractor and the Exchange point of contact shall complete Exhibit C-7, Hand Receipt Form, C-5 Site Inspection & Installation Acceptance Form and C-6, Site Amperage Inspection Report for each completed Phase of the project. This shall serve as Exchange’ acknowledgement that the fixturization and installation for the particular phase is correct and complete per approved fixture and phasing plans. A copy of Exhibit C-5, Site Inspection & Installation Acceptance Form shall be included with the submission of invoices for applicable phase(s).
4. REFURBISHMENT OF EXISTING FIXTURES:
A. A minimum of 25% of the hard-lines fixtures – existing Madix gondola fixtures, will require refurbishment per the approved fixture plan and shall be done on-site. The hard-line fixture listing indicates the parts that require refurbishment.
B. Refurbishment includes but is not limited to all gondola bases & ends, disassembly of fixtures, replacement of bases, end caps, kick-plates, base decks, braces, standards, etc., removal of existing wall substrate system, re-painting, re-building, adjusting, re-laminating, and cutting down the existing fixtures.
C. The Exchange will be responsible for replacement fixture parts, and the contractor will
be responsible for the tools & materials necessary for repairing the fixtures.
D. Any work on these fixtures which results in excessive noise or dust/debris shall be done while store is closed so as to not interrupt store operations.
5. EXCESS FIXTURES DESIGNATED FOR RE-USE:
A. The Exchange will designate fixtures for re-use.
B. These fixtures will be disassembled, bundled by FLIC contractor, and stored at designated area of store until a time not later than the end of the contract performance period. The contractor shall furnish all materials, equipment and labor required.
C. The Exchange point of contact and the FLIC contractor will coordinate
packing/palletizing, for shipment, of the re-usable fixtures from the store to designated location(s). Shipping of the re-usable fixtures to designated location(s) will be at the expense of the Exchange.
D. Due diligence will be exercised by the contractor to preserve all re-usable fixtures.
E. Excess fixtures not designated for re-use shall be sold by the FLIC contractor to a
willing buyer and any proceeds shall be returned to the Exchange. If a willing buyer is not available, the FLIC contractor shall contact AAFES POC to determine the best method of disposal. All expenses associated with the fixture disposal shall be borne by the FLIC contractor.
PL-K-RE-E EXHIBIT C – SCOPE OF WORK Page 5
6. CLEAN-UP AND WASTE REMOVAL:
A. The FLIC is responsible for daily debris removal. Work areas shall be kept clean at all times; debris shall be removed daily. This includes, but is not limited to, packing materials, drink cups/cans, etc. The FLIC contractor shall provide own waste receptacles for use on-site and will not use Exchange or General Contractor owned waste receptacles. The contractor shall arrange for separate outdoor dumpster or roll off container which is to be used for all debris generated during the removal/installation of fixtures. The FLIC shall work with Exchange General Manager and/or point of contact regarding specific location of dumpster/container.
B. Flooring under fixtures will either be broom-swept or vacuumed.
C. Upon completion of the installation of fixtures, the FLIC shall thoroughly clean the
premises, fixtures, wall systems, and all related parts of all dirt and dust resulting from the installation.
D. The FLIC contractor shall be responsible for obtaining and following all applicable
disposal requirements set forth by Ft Rucker DPW, Environmental, and related departments.
7. OTHER REQUIREMENTS: A. The FLIC contractor shall be responsible for ensuring work place safety in accordance
with current OSHA regulations. B. The FLIC contractor shall be compliant with all contract terms and conditions,
schedules and exhibits.
C. The FLIC contractor shall provide an on-site supervisor(s), every day for the duration of the project inclusive of day and evening work shifts. The on-site supervisor will need to coordinate the work schedule with that of the store and General Contractor to avoid conflicts. (The FLIC contractor must provide sufficient man power to meet the required project time lines and phasing schedule durations for turnover).
D. FLIC contractor will take daily progress pictures (digital and color format) showing the
receiving, refurbishment, assembly and installation of fixtures. Photos shall be provided once per week and sent to the Exchange Project Manager on record.
E. If any Exchange owned fixtures, flooring, walls, equipment become damaged during
performance while in possession of the FLIC contractor, they must be reported to the Exchange point of contact for reporting to the contracting officer so repairs can be made and replacements can be ordered. Any replacement orders or repairs made by the Exchange resulting from damage caused by the FLIC contractor during performance will be deducted from the FLIC contractor final billing.
ex. Ft Smith Main Store Image Update Warehouse Address C/O Steve Wagner Company Name Mobile Number
ex. 0456-15-000001 (example) Building #123, Furn Warehouse General Contractor ex. Company Name ex. Name Here ex. 123-523-1251
ex. Best Company, Inc 1000 Bradley Ave Fixture Takeoff POC AAFES Casandra Winbush 214-312-3394
ex. Steve Wagner Ft. Smith, GA 75010 PM AAFES Matt Cadwallader 214-957-5765
ex. 345-567-1345 GM AAFES ex. Name Here ex. 123-523-1253
ex. 6/1/17 Project Address C/O Steve Wagner Store Manager AAFES ex. Richard Ready ex. 123-523-1254
ex. 12/1/17 (example) Building #3412, Main Store Ops Manager AAFES ex. Name Here ex. 123-523-1255
4567 Abrams Ave Warehouse Manager AAFES ex. Name Here ex. 123-523-1256
8/23/2017 0:00 Ft. Smith, GA 75010 FMO AAFES ex. Name Here ex. 123-523-1257
ex. Steve Wagner EUCT (IT) AAFES ex. Name Here ex. 123-523-1258
VM AAFES ex. Name Here ex. 123-523-1259
Date Received Location Received Shipping Company/
Driver
Received By Inspected By Vendor Name PO Number Description of items/ box Location in Storage Past Due (Y/N) - When
due
Missing Pieces (Y/N) -
Descrip.
Damaged (Y/N) - Descrip. Overstock (Y/N) -
Descrip.
Date Installed Date Final Set
ex. 8/23/17 ex. FLIC
Warehouse or
Main Store
ex. Allied / Joe Smith ex. Steve Wagner ex. Steve Wagner /
Richard Ready
ex. Vira Insight ex. 7300246421 ex. Men's 3 way mirrors and
softlines rack toppers
ex. East side, 3rd rack,
2nd shelf
ex. N/A ex. Yes - Missing screws and
feet for fixture. Require 24-
1/2" long / 1/4" dia hex
screws and 6 feet for the
mirror fixture
ex. Yes - Bent rail. Box
was wet and had holes in
it.
ex. Yes - Equip not
required. Existing
softlines rack toppers on
site and adequate
ex. 10/15/17 ex. 11/25/2017
ex. N/A ex. N/A ex. N/A ex. N/A ex. N/A ex. Madix ex. 7300246284 ex. Mass Cosmetics Gondola ex. N/A ex. Yes - due 8/11/17 ex. N/A ex. N/A ex. N/A ex. N/A ex. N/A
Date of Report
Report By
7/28/2020 12:09Project Name
Project Number
FLIC Company Name
FLIC POC
POC Mobile Phone
FLIC Contract Start Date
FLIC Contract End Date
FACILITY NUMBER EFFECTIVE DATE TERM (YEARS) EXPIRATION DATE WARRANTY ISSUED BY CONTRACT NUMBER TYPE ROOF COMMENTS
9214 23-Mar-11 5 23-Mar-16 MGC 11 2978 SSSMR
ROOF WARRANTY DATA
FACILITY NUMBER EFFECTIVE DATE TERM (YEARS) EXPIRATION DATE WARRANTY ISSUED BY CONTRACT NUMBER TYPE ROOF COMMENTS
9214 6-Dec-00 20 6-Dec-20 FIRESTONE MR025640 EPDM
9214 7-Dec-06 15 7-Dec-21 DUROLAST ROOFINGMS707565 PVC Main roof
9214 23-Mar-11 20 23-Mar-31 WEATHERSURE 11 9954 SSSMR Weather tightness
9214 23-Mar-11 25 23-Mar-36 WEATHERSURE 11 9954 SSSMR Exterior material & finish
WARRANTY POINTS OF CONTACT
CONTRACTOR POC PHONE NUMBER E-MAIL ADDRESS PROJECT
MGC Roofing Gary Birks 478-447-5008 gary@mgcroofing.com478-447-5008
DIQ Roofing
WeatherSureL2 Ms. Marion Dennis 334-688-2316 334-688-2316
Entry roof only no penal sum
warranty