W912PM19R0007-0001_SOF_DFAC_ATF_SF30.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

W912PM19R0007 is hereby Amended to incorporate the follow ing changes:

1) The Disclosure of the Magnitde of Construction is Changed from betw een $10,000,000 to $25,000,000 to betw een $5,000,000 to $10,000,000.

2) See Technical Summary of Changes

******************************************* No Other Changes ************************************************************************

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 12-Jul-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912PM19R0007

X 9B. DATED (SEE ITEM 11)

18-Jun-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

12-Jul-2019

CODE

U S ARMY CORPS OF ENGINEERS, WILMINGTON

WILMINGTON DISTRICT

ATTN: CONTRACTING DIVISION

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM19R0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required performance has changed from W912PM19R0007 Construct SOF Dining Facility, Aberdeen Training Facility (ATF), Fort Bragg, NCThis procurement is being solicited and procured using the Lowest Price Technically Acceptable (LPTA) source selection process. This Request for Proposal is issued in accordance w ith FAR Part 15.101-2.This is an unrestricted solicitation.The Magnitude of Construction is betw een $10,000,000.00 and $25,000,000.00.Point of Contact:Michael Mullenmichael.m.mullen@usace.army.mil910-251-4710 to W912PM19R0007 Construct SOF Dining Facility, Aberdeen Training Facility (ATF), Fort Bragg, NCThis procurement is being solicited and procured using the Lowest Price Technically Acceptable (LPTA) source selection process. This Request for Proposal is issued in accordance w ith FAR Part 15.101-2.This is an unrestricted solicitation.The Magnitude of Construction is between $5,000,000.00 and $10,000,000.00.Point of Contact:Michael Mullenmichael.m.mullen@usace.army.mil910-251-4710.

(End of Summary of Changes)

PN 82254

Amendment 0001

TECHNICAL SUMMARY OF CHANGES

A. TECHNICAL SPECIFICATION CHANGES: The revised Sections listed below (revised and added by Amendment No. 0001) are hereby added to and made a part of the solicitation.

Revisions can be located in the appropriate volume of specifications by searching for an asterisk and amendment number (i.e., *1).

SPECIFICATIONS: REPLACE

PROJECT TABLE OF CONTENTS

11 06 40.13 23 07 00 25 05 11.01 25 05 11.02 33 11 23

SPECIFICATIONS: ADD

ENG 4288 SUBMITTAL REGISTER

26 05 00.00 40 26 24 13 26 36 23

PN 82254

Amendment 0001

B. CONTRACT DRAWINGS:

DRAWING SHEETS: REVISED

"C506 - FENCE DETAILS.pdf" "C507 - FENCE DETAILS.pdf" "C508 - FENCE DETAILS.pdf" "C509 - FENCE DETAILS.pdf" "C510 - FENCE DETAILS.pdf" "CS100 - SITE PLAN.pdf" "CS101 JOINT LAYOUT.pdf" "I-101 - FINISH PLAN.pdf" "I-601 - FINISH LEGEND AND FINISH DETAILS.pdf" "I-602 - FINISH SCHEDULE.pdf" "IG101 - OVERALL SIGNAGE PLAN.pdf" "IG601 - INTERIOR SIGNAGE SCHEDULE AND ELEVATIONS.pdf" "M-501 - MECHANICAL DETAILS.pdf"

"S-001 - GENERAL STRUCTURAL NOTES - I.PDF"

"S-002 - GENERAL STRUCTURAL NOTES - II.PDF"

"A-101 - FLOOR PLAN.pdf" "A-201 - BUILDING ELEVATIONS.pdf" "A-411 - ENLARGED RESTROOM PLANS AND TYPICAL ELEVATIONS.pdf" "A-523 - ROOF DETAILS.pdf" "C505 - FENCE DETAILS.pdf"

PN 82254 Dining Facility W912PM19R0007 Fort Bragg, North Carolina

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 60 JSOC SECURITY

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 37 PROJECT SCHEDULE

01 33 00.00 37 SUBMITTAL PROCEDURES

01 33 29.00 37 SUSTAINABILITY

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.00 37 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 62 35.37 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.00 37 COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

04 72 00 ARCHITECTURAL CAST STONE

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 11 13 BITUMINOUS DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

PROJECT TABLE OF CONTENTS Page 1

AMENDMENT 0001

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL, SOFFIT AND FASCIA PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 72 20 GRAVITY-TYPE ROOF VENTILATORS

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 38 00 DOUBLE ACTING TRAFFIC DOOR

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 PLASTIC LOCKERS

DI VI SI ON 11 - EQUI PMENT

11 05 40 COMMON WORK RESULTS FOR FOODSERVICE EQUIPMENT

11 06 40.13 FOODSERVICE EQUIPMENT SCHEDULE

11 13 19.13 LOADING DOCK LEVELERS

11 41 11 REFRIGERATED AND FROZEN FOOD STORAGE EQUIPMENT

11 42 00 FOOD PREPARATION EQUIPMENT

11 44 00 FOOD COOKING EQUIPMENT

11 46 00 FOOD DISPENSING EQUIPMENT

11 47 00 ICE MACHINES

11 48 00 CLEANING AND DISPOSAL EQUIPMENT

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WINDOW SHADES

12 35 20 FOODSERVICE CASEWORK, COUNTERTOPS, AND ACCESSORIES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

PROJECT TABLE OF CONTENTS Page 2

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 21 03.00 10 WET CHEMICAL FIRE EXTINGUISHING SYSTEM

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 46.00 40 ELECTRIC UNIT HEATERS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED HVAC CONTROL SYSTEMS

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED FIRE ALARM CONTROL

SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 27 13.10 30 ELECTRIC METERS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 36 23 GENERATOR TERMINATION CABINET

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

PROJECT TABLE OF CONTENTS Page 3

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 5 PAGES

78530 Ft Bragg DFAC

11 06 40.13 SD-02 Shop Drawings

1.3 G ROSchedule

2.1.2 G ROSchedule

25 05 11.01 SD-01 Preconstruction Submittals

1.10.1.4 GContractor Computer

Cybersecurity Compliance

Statements

1.10.6 GContractor Temporary Network

Cybersecurity Compliance

Statements

SD-02 Shop Drawings

1.8.1 GNetwork Communication Report

1.8.4 GCybersecurity Riser Diagram

1.8.2 GControl System Inventory Report

SD-03 Product Data

1.8.5 GControl System Cybersecurity

Documentation

SD-07 Certificates

1.9 GSoftware Licenses

SD-11 Closeout Submittals

3.5.2.2.3 GPassword Summary Report

1.8.3 GSoftware Recovery And

Reconstitution Images

3.2.2.1 GDevice Audit Record Upload

Software

25 05 11.02 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 5 PAGES

25 05 11.02 1.5.1 GWireless Communication

Request

3.1.5.2 GWireless Communication

Request

3.1.2.2 GDevice Account Lock Exception

Request

1.10.1.4 GContractor Computer

Cybersecurity Compliance

Statements

1.10.6 GContractor Temporary Network

Cybersecurity Compliance

Statements

SD-02 Shop Drawings

3.1.3.1 GUser Interface Banner Schedule

1.8.1 GNetwork Communication Report

1.8.3 GCybersecurity Riser Diagram

1.8.2 GControl System Inventory Report

SD-03 Product Data

1.8.4 GControl System Cybersecurity

Documentation

SD-06 Test Reports

1.5.1 GWireless Communication Test

Report

3.1.5.3 GWireless Communication Test

Report

SD-07 Certificates

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 5 PAGES

25 05 11.02 1.9 GSoftware Licenses

SD-11 Closeout Submittals

3.5.2.2.3 GPassword Summary Report

3.2.2.1 GDevice Audit Record Upload

Software

26 05 00.00 40 SD-01 Preconstruction Submittals

2.1Material, Equipment, and Fixture

Lists

SD-03 Product Data

2.1.1 GConduits and Raceways

2.1.3 GWire and Cable

3.2.1.9 GSplices and Connectors

2.1.4 GSwitches

2.1.5 GReceptacles

2.1.6 GOutlet Boxes, Pull Boxes and

Junction Boxes

2.1.8 GCircuit Breakers

2.1.7 GPanelboards

2.1.9 GLamps and Lighting Fixtures

2.1.11 GDry-Type Distribution

Transformers

SD-06 Test Reports

3.3 GContinuity Test

3.3 GPhase-Rotation Tests

3.3 GInsulation Resistance Test

SD-08 Manufacturer’s Instructions

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 5 PAGES

26 05 00.00 40 3.1Manufacturer's Instructions

26 24 13 SD-02 Shop Drawings

1.5.2 GSwitchboard Drawings

SD-03 Product Data

2.2 GSwitchboard

SD-06 Test Reports

2.5.2 GSwitchboard Design Tests

2.5.3 GSwitchboard Production Tests

3.5.1 GAcceptance Checks and Tests

SD-10 Operation and Maintenance

Data

1.6.1 GSwitchboard Operation and

Maintenance

SD-11 Closeout Submittals

1.6.2 GAssembled Operation and

Maintenance Manuals

2.5.1 GEquipment Test Schedule

3.5 GRequired Settings

2.7 GService Entrance Available Fault

Current Label

26 36 23 SD-02 Shop Drawings

1.4.2 GGenerator Termination Cabinet

2.1 GGenerator Termination Cabinet

3.3.1 GGenerator Termination Cabinet

SD-03 Product Data

1.4.2 GGenerator Termination Cabinet

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26 36 23 2.1 GGenerator Termination Cabinet

3.3.1 GGenerator Termination Cabinet

SD-06 Test Reports

3.3.1 GAcceptance Checks and Tests

3.2 GFunctional Acceptance Tests

SD-07 Certificates

1.4.1 GProof of Listing

SD-10 Operation and Maintenance

Data

1.4.2 GGenerator Termination Cabinet

2.1 GGenerator Termination Cabinet

3.3.1 GGenerator Termination Cabinet

33 11 23 SD-03 Product Data

2.6Gas Equipment Connectors

2.4Valves

2.7Warning and Identification Tape

2.2.3Risers

2.2.4Transition Fittings

2.5Gas meter

2.14LPG Containers and Accessories

SD-07 Certificates

1.4.1Welder's Qualifications

1.4.2PE Welder's Qualifications

1.4.1Welder's Identification Symbols

SD-08 Manufacturer’s Instructions

2.2.2PE Pipe and Fittings

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SECTION 11 06 40.13

FOODSERVICE EQUIPMENT SCHEDULE

01/08

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NSF INTERNATIONAL (NSF)

NSF Food Equipment (2005) NSF Product Listings of Food Equipment and Related Products, Components and Materials

NSF/ANSI 169 (2009)Special Purpose Food Equipment and Devices

NSF/ANSI 2 (2010) Food Equipment

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD 4000.25-1-M (2006) MILSTRIP - Military Standard Requisitioning and Issue Procedures

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System (FEMP)

1.2 DEFINITIONS

Terms used in Paragraph "Food Service Equipment Schedule", are defined as follows:

a. Sheet Pan: Standard 18 by 26 by 1 inchdeep pan, unless otherwise noted.

b. Pan: Standard 12 by 20 by 6 inch deep pan.

c. Serving Tray: Cafeteria tray 14 by 18 inch, unless otherwise noted.

d. 115-60-1: 115-volt, 60-hertz, 1-phase electric service and connection.

e. 208-60-1: 208-volt, 60-hertz, 1-phase electric service and connection.

f. 208-60-3: 208-volt, 60-hertz, 3-phase electric service and connection.

1.2.1 Abbreviations

Abbreviations used in Paragraph "Food Service Equipment Schedule", are defined as follows:

AMPS: Amperes

SECTION 11 06 40.13 Page 1

BTU: British Thermal Units CRS: Corrosion Resistant Steel CW: Cold water DIA: Diameter DR: Drain FED: Federal Specification G: Gas GAL: Gallon HP: Horsepower HW: Hot water IN: Inches JSN: Joint Schedule Numbers KW: Kilowatts L: Left LB: Pounds LOG CLASS: Logistical Classification MIL: Military Specification MIN: Minimum NSF: National Sanitation Foundation R: Right SS: Stainless Steel STM: Steam x: By, in usage describing dimensions of a rectangular solid

1.2.2 Dimensions

Dimensions used in Paragraph "Food Service Equipment Schedule", are in inches, unless otherwise noted. Dimensions are listed in order of length, width, and height, unless otherwise noted. Terms are defined as follows:

a. Length: Distance across front of equipment

b. Width: Distance from front edge to back edge

c. Height: Distance from bottom edge to top of equipment

d. Depth: Distance from rim to bottom at drain, as in a sink.

1.2.3 Measurements

Metric measurements in this section are based on mathematical conversion of English unit measurement, and not on metric measurement commonly agreed to by the manufacturers or other parties. The English and metric units for the measurements shown are as follows:

Products Metric Units English Units

Stainless steel legs 100 mm 4 inches

Stainless Steel 2.5 mm 12 gage

1.8 mm 14 gage

1.5 mm 16 gage

1.2 mm 18 gage

Channels 25 mm x 25 mm one x one inch

2.5 mm 12 gage Angles 38 mm x 38 mm x 3 mm 1 1/2 x 1 1/2 x 1/8 inch

SECTION 11 06 40.13 Page 2

1.2.4 Logistical Classification

Method of Procurement listed in Paragraph "Food Service Equipment Schedule", is defined as follows:

a. Class A: Contractor-furnished and Contractor-installed.

b. Class C: Government-furnished and Government-installed.

Equipment designated Logistical Class "C" will be Government-provided.

Equipment which is Government-provided will be furnished and installed by the Government in space made available by the Contractor and with rough-in made by the Contractor in accord with the information made available or referenced herein or indicated.

1.3 GENERAL REQUIREMENTS

Submit detailed Food Service Equipment Schedule conforming to DOD 4000.25-1-M . Electrically powered equipment specified within this section must conform to EPA Energy Star requirements and labeling. Food Service Equipment must conform to NSF/ANSI 2 and NSF Food Equipment standards. Special purpose equipment must conform to NSF/ANSI 169 .

1.3.1 Design Requirements

Submit detail drawings for all food service equipment and accessory items. Drawings must be 1/4 inch scale minimum.

Submit a complete list of equipment, material data, and drawings as specified.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 37 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Food Service Equipment Schedule; G, RO Submit in the same format as the equipment schedule on the drawings. Include Energy Star qualified model label list.

PART 2 PRODUCTS

2.1 LIST OF EQUIPMENT

2.1.1 Format

Provide the equipment listed except as otherwise specified as a result of the Logistical Class listed. Entries in paragraphs, "Food Service Equipment Schedule" include the following information, when applicable:

a. Equipment Symbol.

b. Logistical Classification.

SECTION 11 06 40.13 Page 3

c. Generic description of equipment.

d. Referenced applicable document or statement that equipment is Custom Fabricated or of Commercial design.

e. Classification: Type, Style, Class, Size, Group, Model and Grade for equipment defined by referenced applicable document.

f. Description for Custom Fabricated and Commercial design, and required features or accessories.

g. Dimension: listed in order of length, width and height.

h. Utility Requirements: Electrical: volts, hertz, phase; gas;

plumbing: water, drain; listed in order.

****AMENDMENT 0001****

2.1.2 Food Service Equipment Schedule

Equipment Logistical Symbol Class Description

2.1.2.1 #1 Receiving Scale on Mobile Stand Government Furnished - Government Installed

Receiving scale shall be a counter model mechanical dial indicating scale with overall dimensions of 15" wide x 24" deep x 38" high. Scale platform shall measure 13-3/4" x 19" and shall have a stainless steel platform cover. Scale shall have a painted steel base with leveling feet. Scale shall have a temperature compensated spring with rack and pinion mechanism. Indicating dial shall be 16-3/4" in diameter with a reading line diameter of 15" and shall have a capacity of 100 lbs. in 2 oz.

increments. Scale shall have a tare knob mounted on top of the dial housing. Scale shall be mounted on a chrome plated stand constructed of square tubing. Stand shall be 19" wide x 31-5/8" long x 26" high. Stand shall be mounted on four swivel casters.

2.1.2.2 #2 Receiving Desk Government Furnished - Government Installed

Receiving desk shall measure overall 60" wide x 30" deep x 29-1/2" high.

Desk shall have a plastic laminate top, painted steel base with double pedestal, two drawers in each pedestal, drawer below the top, and painted legs.

2.1.2.3 #3 Shelving Units, Non Food Government Furnished - Government Installed

Shelving units shall be by the same manufacturer as all other shelving on the project. Shelves shall be constructed of welded type 302 or 304 stainless steel wire. Shelves shall have #9 wire ribs running front to back on 13/16" centers, with #6 wire support ribs located on 8" centers and corrugated reinforcement on all four sides. Welded into each corner shall be a stainless steel tapered collar shaped and sized to fit the post and inner tapered split sleeve. Vertical support posts shall be stainless steel and shall be 1" diameter with rolled circular grooves 1" apart along their length. Shelf shall be mounted to post by means of a 2 piece plastic split sleeve snapped around the post at the desired shelf height, with the

SECTION 11 06 40.13 Page 4 resultant tapered surface contacting the matching tapered collar in the shelf corner.

Shelving shall be furnished in the lengths and widths shown on the plan.

Each section of shelving shown on drawing shall be five shelves high. Each section of shelving shall have four 74" high posts. Each post shall have an a 5" diameter swivel stem caster with polyurethane tire and donut bumper. Shelving shall be installed as shown on plan with the shelves spaced equally and with the bottom of the lowest shelf 6" above floor.

Shelving units shall be arranged as shown on drawing.

2.1.2.4 #4 Platform Trucks Government Furnished - Government Installed

Each platform truck shall be an all welded aluminum unit with 2,500 pound capacity. Platform shall be 60" x 28" diamond tread aluminum with lips on each edge to keep products from sliding off and strap holders on the bottom edge. Units shall have a full perimeter bumper, 8" diameter heavy duty casters, two fixed and two swivel, and a welded U shaped aluminum handle.

2.1.2.5 #5 Shelving Units Government Furnished - Government Installed

Shelving units shall be by the same manufacturer as all other shelving on the project. Shelves shall be constructed of welded type 302 or 304 stainless steel wire. Shelves shall have #9 wire ribs running front to back on 13/16" centers, with #6 wire support ribs located on 8" centers and corrugated reinforcement on all four sides. Welded into each corner shall be a stainless steel tapered collar shaped and sized to fit the post and inner tapered split sleeve. Vertical support posts shall be stainless steel and shall be 1" diameter with rolled circular grooves 1" apart along their length. Shelf shall be mounted to post by means of a 2 piece plastic split sleeve snapped around the post at the desired shelf height, with the resultant tapered surface contacting the matching tapered collar in the shelf corner.

Each section of shelving shall measure 48" long x 24" deep x 80" high overall. Each section of shelving shown on drawing shall be five shelves high. Each section of shelving shall have four 74" high posts. Each post shall have an a 5" diameter swivel stem caster with polyurethane tire and donut bumper. Shelving shall be installed as shown on plan with the shelves spaced equally and with the bottom of the lowest shelf 6" above floor. Shelving units shall be arranged as shown on drawing.

2.1.2.6 #6 Freezer Condensing Unit and Evaporators Contractor Furnished - Contractor Installed

Freezer compartment refrigeration system shall be a pre-assembled remote split system with air-cooled direct expansion components. Condensing unit and evaporators shall be provided by the same manufacturer as the Walk-In Refrigerators and Freezer (Item #10). The evaporators shall be mounted at the ceiling of the freezer compartment, along the back wall, and the condensing unit shall be mounted on a concrete pad outdoors as shown on plan. Refrigeration system shall be designed by the manufacturer to meet the design condition of 100 degrees F. ambient air and -10 degrees F.

indoor temperature taking into consideration the altitude at the place of installation. The system shall have a capacity at least 20 percent higher than the actual calculated load.

SECTION 11 06 40.13 Page 5

Freezer system shall have an air cooled condensing unit with a scroll type compressor operating on R404A refrigerant. Condensing unit shall be wired 208-60-3 phase. Freezer system shall have two evaporators to provide even air flow throughout the compartment. Evaporators shall be sized to match the capacity of the condensing unit. Evaporators shall have low profile design to provide maximum clearance below. Evaporators shall have multiple fans and motors operating at 208-60-1 phase.

Freezer system shall have a master controller reverse cycle defrost system. System shall have an electronic controller which regulates an electric expansion valve to precisely control refrigerant flow. System shall have floating head pressure which can vary according to outdoor conditions. System shall have demand defrost technology which constantly monitors ice buildup on the evaporator coil and initiates defrost only when necessary. System shall include the capability of remote monitoring and programming. System shall have reverse cycle defrost for short defrost times and complete heating of the entire refrigerant line and coil.

Electric defrost is not acceptable. Each evaporator shall be connected to the condensing unit with two pairs of low voltage wires. The system shall be furnished with a digital control board, electric expansion valve, reverse cycle valve, 24 volt transformer, three solid state temperature sensors, external relay and pressure transducer.

Evaporators shall be ceiling hung by 3/8" nylon bolts with stainless steel washers and nuts. Hanger bolts shall be inserted through plastic sleeves with the penetrations sealed airtight.

All refrigeration lines shall be extended from the condensing unit to the evaporators, and insulated after the system has been thoroughly checked for refrigerant leaks. The insulation shall be 3/4" thick foamed plastic insulation with flame spread rating of 25 or less and smoke developed rating of 50 or less as tested by ANSI/ASTM E84 (NFPA 255) method.

Insulation shall be continuous for the full length of all copper lines.

The refrigeration lines shall be supported approximately every 8'-0" and at all turns. The copper refrigeration lines shall be isolated from the metal hangers. All joints in the insulation shall be sealed with insulation sealer. All insulated refrigeration piping located outdoors and exposed shall be covered completely with plastic sleeving secured and sealed in place.

Any penetration of the walk-in insulated panels for electrical wiring and conduit, refrigeration lines, drain lines and/or other services shall be made through vapor tight sleeves that pass completely through the panels and are sealed to the exterior and interior metal surfaces to prevent the infiltration of air into the insulated cavity. Interior of all sleeves shall be filled with suitable low temperature caulking. The interior of all electrical conduit shall also be sealed.

Provide a type L copper, 1" condensate drain line from each evaporator drain pan extending outside the freezer and discharging into a floor drain. Bottom of each drain pan shall have a cast tee fitting with union and cleanout plug. Drain line shall be pitched 1/2" per foot for the full length and the end of the drain line above the floor drain shall have a "P" trap. Wrap the freezer drain line with electric heat tape and cover with 1/2" foamed plastic insulation with flame spread rating of 25 or less and smoke developed rating of 50 or less as tested by ANSI/ASTM E84 (NFPA

255) method.

SECTION 11 06 40.13 Page 6

Condensing unit shall be supplied with a stainless steel weatherproof outdoor housing and crankcase heater. Condensing unit shall have an oil separator which shall be piped to compressor crankcase with a shut-off valve in return line. Condensing unit shall have a 12" x 2" engraved phenolic plastic identification sign in Contracting Officer's selection of color with 1" letters. Freezer compartment shall be complete with all the above specified equipment including refrigerant and all additional refrigeration equipment and accessories required to make a complete refrigeration system. The refrigeration system shall be completely installed as indicated on the plans with the connections to condensing units, evaporators and all component parts to be under the electrical sections of the contract documents. Unit shall be charged and adjusted and after the initial start-up and adjustment, the installing contractor shall furnish a one year refrigeration service policy on a local level including all labor, material, refrigerant and mileage.

Contractor shall provide Level 3 Advanced training for this item in accordance with Section 3.3.5.

2.1.2.7 #7 Refrigerator Condensing Units and Evaporators Contractor Furnished - Contractor Installed

Refrigerator compartment refrigeration systems shall each be a pre-assembled remote split system with air-cooled direct expansion components. Condensing units and evaporators shall be provided by the same manufacturer as the Walk-In Refrigerators and Freezer (Item #10). The evaporators shall be mounted at the ceiling of each refrigerator compartment, centered on the back wall, and the condensing units shall be mounted on concrete pads outdoors as shown on plan. Each refrigeration system shall be designed by the manufacturer to meet the design condition of 100 degrees F. ambient air and 35 degrees F. indoor temperature taking into consideration the altitude at the place of installation. Each system shall have a capacity at least 20 percent higher than the actual calculated load.

Each refrigerator system shall have an air cooled condensing unit with a welded hermetic compressor operating on R404A refrigerant. Condensing units shall be wired 208-60-3 phase. Each refrigerator compartment shall have one evaporator sized to match the capacity of the condensing unit.

Evaporators shall have low profile design to provide maximum clearance below. Evaporators shall have multiple fans and motors operating at 120-60-1 phase.

Each system shall have a master controller reverse cycle defrost system.

Each system shall have an electronic controller which regulates an electric expansion valve to precisely control refrigerant flow. Systems shall have floating head pressure which can vary according to outdoor conditions. Systems shall have demand defrost technology which constantly monitors ice buildup on the evaporator coil and initiates defrost only when necessary. Systems shall include the capability of remote monitoring and programming. Systems shall have reverse cycle defrost for short defrost times and complete heating of the entire refrigerant line and coil. Electric defrost is not acceptable. Each evaporator shall be connected to its respective condensing unit with two pairs of low voltage wires. Each system shall be furnished with a digital control board, electric expansion valve, reverse cycle valve, 24 volt transformer, three solid state temperature sensors, external relay and pressure transducer.

Evaporators shall be ceiling hung by 3/8" nylon bolts with stainless steel

SECTION 11 06 40.13 Page 7 washers and nuts. Hanger bolts shall be inserted through plastic sleeves with the penetrations sealed airtight.

All refrigeration lines shall be extended from the condensing units to the evaporators, and insulated after the systems have been thoroughly checked for refrigerant leaks. The insulation shall be 1/2" thick foamed plastic insulation with flame spread rating of 25 or less and smoke developed rating of 50 or less as tested by ANSI/ASTM E84 (NFPA 255) method. The insulation shall be continuous for the full length of all copper lines.

The refrigeration lines shall be supported approximately every 8'-0" and at all turns. The copper refrigeration lines shall be isolated from the metal hangers. All joints in the insulation shall be sealed with insulation sealer. All insulated refrigeration piping located outdoors and exposed shall be covered completely with plastic sleeving secured and sealed in place.

Any penetration of the walk-in insulated panels for electrical wiring and conduit, refrigeration lines, drain lines and/or other services shall be made through vapor tight sleeves that pass completely through the panels and are sealed to the exterior and interior metal surfaces to prevent the infiltration of air into the insulated cavity. Interior of all sleeves shall be filled with suitable low temperature caulking. The interior of all electrical conduit shall also be sealed.

Provide a type L copper, 1" condensate drain line from each evaporator drain pan extending outside the refrigerator and discharging into a floor drain. Bottom of each drain pan shall have a cast tee fitting with union and cleanout plug. Drain line shall be pitched 1/2" per foot for the full length and the end of the drain line above the floor drain shall have a "P" trap.

Each condensing unit shall be supplied with a stainless steel weatherproof outdoor housing and crankcase heater. Each condensing unit shall have a 12" x 2" engraved phenolic plastic identification sign in Contracting Officer's selection of color with 1" letters. Each refrigeration system shall be complete with all the above specified equipment including refrigerant and all additional refrigeration equipment and accessories required to make a complete refrigeration system. The refrigeration systems shall be completely installed as indicated on the plans with the connections to condensing units, evaporators and all component parts to be under the electrical sections of the contract documents. Units shall be charged and adjusted and after the initial start-up and adjustment, the installing contractor shall furnish a one year refrigeration service policy on a local level including all labor, material, refrigerant and mileage.

Contractor shall provide Level 3 Advanced training for this item in accordance with Section 3.3.5.

2.1.2.8 #8 Doorway Closures Contractor Furnished - Contractor Installed

Doorway closures shall be installed on the interior of the walk-in door openings (Item #10) as shown on the plan. Each closure shall consist of two clear flexible PVC swinging panels with a center overlap for a tight seal. Panels shall open with minimum force and close automatically in seconds. The closing speed shall be fully adjustable. Each doorway closure shall have polished stainless steel hinges guaranteed not to rust or corrode. Crystal clear door panels shall be 0.120" thick and shall be

SECTION 11 06 40.13 Page 8 provided in freezer formulation to remain flexible in freezer temperatures. Panels shall be packaged flat, not rolled, to insure straight hanging for a tight seal. Door panels shall be field adjusted and modified for a perfect fit. Door panels shall be furnished in the proper height and width to completely close the walk-in door openings. Doorway closures shall be installed in accordance with the manufacturer's recommendations.

2.1.2.9 #9 Faucet Hose Stations Contractor Furnished - Contractor Installed

Faucet and hose stations shall each consist of a hot and cold water washdown station with thermometer, mixing valves, 50'-0" hose, water gun and hose rack. Mixing valves shall be heavy duty chrome plated cast bronze construction with renewable disc, nickel alloy seats, integral check valve and cast bronze unions. Mixing valves shall have 1/2" inlets, 6" on center and a brass thermometer tee with a stainless steel thermometer with a range of 50 degrees to 500 degrees F. Atmospheric backflow preventers shall be provided for protection against both back siphonage and backflow.

Hose shall be 3/4" diameter, 50 feet long, white, oil resistant EPDM with braided high tensile synthetic textile cord, rated at 200 degrees F.

temperature and 200 P.S.I. working pressure. Hose shall have chrome plated brass swivel couplings at both ends. Water gun shall have a brass body with white protective rubber cover, front trigger design and 9/16" outlet orifice. Hose rack shall be constructed of stainless steel rod and shall be mounted to the wall.

Contractor shall provide Level 1 Fundamental training for this item in accordance with Section 3.3.5.

2.1.2.10 #10 Walk-In Refrigerators and Freezer Contractor Furnished - Contractor Installed

Walk-in shall consist of one freezer compartment and three refrigerator compartments. Walk-in shall be a prefabricated metal clad polyurethane insulated walk-in in the size, shape and arrangement as shown on the plan, measuring overall approximately 43'-2-1/2" wide x 16'-4-1/2" deep x 9'-10" high. Walk-in compartments shall be arranged as shown on plan. The interior dimensions shall be as shown below:

Compartment Width Depth Height

Freezer 16'-6-1/2" 15'-4-1/2" 9'-4"

Thaw Refrigerator 8'-1-1/2" 15'-4-1/2" 9'-4"

Meat & Dairy Refrigerator 8'-1-1/2" 15'-4-1/2" 9'-4"

Produce Refrigerator 7'-11" 15'-4-1/2" 9'-4"

Walk-in shall be floorless and shall be mounted to the insulated building floor by means of 1-3/4" high PVC floor screeds. Floor screeds shall be secured and sealed to the building floor.

Walk-in shall be constructed in accordance with the Underwriters Laboratories and the National Sanitation Foundation standards and shall bear their seals. Walk-in shall be built with 6" thick prefabricated sections. Panels shall consist of precision roll formed inner and outer metal pans separated by foamed-in-place rigid urethane insulation. Panels shall have foamed-in-place double tongue and groove edges which are the

SECTION 11 06 40.13 Page 9 same density as the rest of the panel. Panels shall have flexible vinyl gaskets on the interior and exterior perimeter of each panel. Vertical edges of panels shall have a minimum of three cam type locking assemblies foamed-in-place at time of fabrication. Cam locks shall be actuated from the interior of the walk-in and the wrench holes shall be furnished with stainless steel plugs. Each panel shall be completely filled with foamed-in-place urethane insulation and shall be tested for voids before leaving the factory. Insulation shall have a flame spread rating of 25 or less in accordance with ASTM E-84 and shall be certified with a UL label.

The "K" factor shall be 0.120, the "U" factor shall not exceed 0.020 and the "R" factor shall be 48.

Wherever compartment dimension exceeds the clear-span ability of ceiling panels, I-beam supports shall be provided on the exterior of the ceiling or supported by spline-hangers. Half inch diameter steel rods shall be installed through beam/hangers and secured to the structure above. Beams or posts within compartments will not be acceptable.

The interior walls and ceiling and the exposed exterior walls shall be 22 gauge type 304 stainless steel with #4 finish. All unexposed exterior walls and exterior top shall be 26 gauge galvanized steel.

Each walk-in compartment shall be provided with a flush entrance door located and hinged as shown on drawing. Each door opening shall measure 36" wide x 84" high with interior and exterior of door covered with 22 gauge stainless steel with a #4 finish. Doors shall be fully insulated with 6" thick urethane foam. All door hardware shall be heavy duty type in brushed chrome finish with door to have three cam lift hinges, latch with keyed cylinder lock, padlock capability, and inside safety release. Doors shall be fitted with a 14" x 24" triple pane view port with heated glass and frame. Doors shall be equipped with magnetic gaskets and positive door closer. Door hinges and closers shall be suitable for the size of the door. Each door shall have a door stop to prevent door from striking the face of the walk-in when opened. Door jambs shall be equipped with perimeter anti-condensation heaters. Door jambs shall be fabricated with fiberglass reinforced plastic for high impact strength. The bottom of each door shall be equipped with special double sweep gaskets that seal the bottom of the door to the floor. Heater wires shall be provided below a 12 gauge stainless steel threshold plate below the entrance door. Threshold plates shall be flush mounted and sealed to the building floor in a concealed manner. The front of each door, above the view port, shall have a 12" x 2" engraved phenolic plastic identification sign in Contracting Officer's selection of color with 1" letters.

Each door section shall be fitted with a recessed 2-1/2" dial thermometer mounted above the door latch at approximately 60" above the floor. Each door section shall have a vapor proof LED light fixture centered above the door with a light switch and pilot light mounted on the exterior door jamb below the thermometer. Each compartment shall be furnished with additional ceiling mounted LED light fixtures in locations indicated on the plan. The ceiling mounted light fixtures shall be field wired with the conduit and wiring extended on the top exterior of the walk-in and connected to thru-ceiling junction boxes. The interior and exterior of all electrical conduit and penetrations through the walk-in panels shall be sealed.

Each LED light fixture shall be wired 120-60-1 phase, with an 11.5 watt bulb and 980 lumens light output at 5000K color temperature. Lamp shall have a GU-24 base and shall have a rated life of 50,000 hours. Light fixture shall have a Lexan globe with light intensifying focus optics.

SECTION 11 06 40.13 Page 10

Light fixture shall be UL listed for use in wet and low temperature environments.

Provide and install matching 22 gauge stainless steel trim strips to close the gap between the walk-in and the building walls. Trim strips shall extend from the floor to the finished ceiling and shall be mounted and sealed to the building walls and walk-in walls in a concealed manner.

Walk-in shall also be supplied with a fixed 22 gauge stainless steel closure panel extending from the top of the walk-in to the building ceiling on the exposed front as required. Top of panels shall be formed in and secured to the ceiling in a concealed manner. Panels shall extend down to conceal the joints of the walk-in ceiling panels. Bottom of closure panels shall have a hug edge and shall be secured to the walk-in with adhesive. Closure panel joints shall align with wall section joints.

Mounted to the entire exposed exterior face of the walk-in, except at the door sections, shall be a continuous 16 gauge stainless steel hat channel bumper rail in accordance with Detail #C5/QF501. The bumper rail shall be 4" wide x 6" high with the bottom edge mounted 6" above the finished floor. The exposed ends of the bumper rail on each side of the door shall be welded closed on a 45 degree angle. Bumper rail shall be completely sealed on all edges. Any exposed corners of the walk-in panels shall be furnished with a 16 gauge stainless steel corner guard measuring 6" x 6" x 72" high. Corner guard shall be secured with adhesive and stainless steel screws and shall be sealed to the wall panels.

Contractor shall erect this walk-in in place, carefully sealing it to the building floor with non-hardening caulking compound all in accordance with the manufacturer's recommendations.

Contractor shall provide Level 3 Advanced training for this item in accordance with Section 3.3.5.

2.1.2.11 #11 Air Curtains Contractor Furnished - Contractor Installed

One air curtain at the company loading dock leading into the receiving area shall be a wall mounted commercial type unheated unit. Wall mounted unit shall measure overall approximately 3" wider than the door opening x approximately 18" deep x 15" high. Air curtain shall have a 16 gauge stainless steel cabinet with removable top and bottom panels and stainless steel inlet screen on the front face. Unit shall have galvanized steel blower wheels and housing with balanced forward curved centrifugal type, double inlet, double width fans with aerodynamically formed air inlet venturies. Air curtain shall have airfoil shaped extruded aluminum adjustable air discharge vanes. Air curtain shall have 1/2 horsepower single speed motors with sealed bearings, wired 120-60-1 phase. Air curtain shall have ACMA certified ratings of 1,728 fpm average outlet velocity, and 87% outlet velocity uniformity. Air curtain shall be furnished with an automatic switch for each door which automatically activates the unit when the door opens and deactivates unit when door closes. Air curtain shall be mounted to the wall above the door opening in accordance with the manufacturer's instructions and shall be located as low as possible.

Three air curtains at the soldier entrance into the serving area, at the exit from the dining room and at the carry out area door shall be in-ceiling mount units with the bottom surface flush with the ceiling in accordance with Detail #A4/QF504 on the drawings. Each unit shall measure overall approximately 5" wider than the door opening x approximately

SECTION 11 06 40.13 Page 11

24-1/2" deep x 15-1/2" high. Air curtains shall have a mill finish aluminum cabinet with a white finished bottom panel with removable access panel, inlet screen and washable filter.