addendum - aafes.com rucker... · – mechanical hvac plan – south, sheet m-401 – enlarged...

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

:39:2

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

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"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




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, VT-3; REF A-602 FOR FINISH SCHEDULE




CARPET, CPT-2; REF A-602 FOR FINISH SCHEDULE

CARPET, CPT-3; 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

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\Revit\R

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Arc

h+

Str

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2020_bosw

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7/3

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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

320

http://exchangeprototype.com/aafes/Specifications/Volume%20I/00%2004%2004.0.doc

http://exchangeprototype.com/aafes/Specifications/Volume%20I/01%2010%2018~Exchange.doc


http://exchangeprototype.com/aafes/Specifications/Volume%20I/01%2010%2060.2%20Sample%20Construction%20Hazard%20Plan.doc



http://exchangeprototype.com/aafes/Specifications/Volume%20I/01%2014%2020.doc



http://exchangeprototype.com/aafes/Specifications/Volume%20I/01%2025%2000.DOC











http://exchangeprototype.com/aafes/Specifications/Volume%20I/01%2074%2019.0.DOC









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


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


H. Self-propelled shaver/leveler for slab surface demolition and leveling.

1. SuperShaver, by CPS

2. BMC 335 Shaver, by Diamatic


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


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


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.


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.


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

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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


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


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

1

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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

1320



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

10320



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.


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


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.


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.


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 [email protected]

DIQ Roofing

WeatherSureL2 Ms. Marion Dennis 334-688-2316 334-688-2316

Entry roof only no penal sum

warranty