W912QR20B0001Specs-0002.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: MARCEL D HULL

600 DR M L KING JR PL RM 821

LOUISVILL KY 40202-2236

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

Solicitation W912QR20B0001 for the WPAFB Fire/Crash Rescue Station project is hereby amended as follow s:

SEE ATTACHED SUMMARY OF CHANGES FOR AMENDMENT 0002.

1. CONTRACT ID CODE PAGE OF PAGES

1 58

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

16C. DATE SIGNED

BY

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 W912QR20B0001

X 9B. DATED (SEE ITEM 11)

27-Jan-2020

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 X is extended, 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

02-Mar-2020

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR20B0001-0002

W912QR20B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

SUMMARY OF CHANGES AMDT 0002

Solicitation W912QR20B0001 for the WPAFB Fire/Crash Rescue Station project is hereby amended as follows:

A. The following SHEETS have been added in their entirety:

A-552 - DOOR DETAILS

B. The following SHEETS have been replaced in their entirety:

H-001 - TITLE SHEET AND GENERAL NOTES

S-101 - FOUNDATION PLAN – BASE BID

S-101a - FOUNDATION PLAN – BID OPTION

S-103 - CEILING FRAMING PLAN

S-501 - FOUNDATION DETAILS

S-502 - SLAB DETAILS

AD101 - DEMOLITION PLAN

A-100 - OVERALL PLANS

A-101 - FIRST FLOOR PLAN – BASE BID

A-301 - BUILDING SECTIONS

A-310 - WALL SECTIONS

A-311 - WALL SECTIONS

A-401 - ENLARGED PLANS

A-402 - ENLARGED PLANS

A-501 - EXTERIOR WALL PLAN DETAILS

A-510 - SECTION DETAILS

A-520 - ROOF DETAILS

A-550 - DOOR DETAILS

A-551 - WINDOW AND LOUVER DETAILS

A-603 - DOOR SCHEDULE, WINDOW AND LOUVER TYPES

A-603a - DOOR SCHEDULE – BID OPTION

I-101 - FURNITURE & EQUIPMENT PLAN – BASE BID

I-102 - FURNITURE PLAN – BID OPTION

I-103 - FINISH PLAN – BASE BID

I-104 - FINSIH PLAN – BID OPTION

I-601 - FINISH LEGEND & SCHEDULE

EL101a - PARTIAL CEILING PLAN – LIGHTING – BID OPTION

C. The following SPECIFICATION SECTION has been replaced in their entirety:

PROJECT TABLE OF CONTENTS

SUBMITAL REGISTER

02 41 00 - DEMOLITION

09 30 10 - CERAMIC, QUARRY, AND GLASS TILING

11 31 13 - SPECIALTY EQUIPMENT

11 44 00 - FOOD COOKING EQUIPMENT

13 34 19 - METAL BUILDING SYSTEMS

W912QR20B0001

D. The following SPECIFICATION SECTION has been added in its entirety:

01 01 50 - PROJECT GENERAL REQUIREMENTS (WPAFB)

07 27 26 - FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 - METAL ROOF PANELS

07 42 13 - METAL WALL PANELS

E. The following SPECIFICATION SECTIONS have been deleted in their entirety:

07 14 00 FLUID-APPLIED WATERPROOFING

F. The following FOR INFORMATION ONLY REPORTS have been provided:

Terracon Hazardous Materials Report Terracon Geotechnical Engineering Report

G. The following existing hangar asbuilt drawings have been provided FOR INFORMATION ONLY:

WPAFB B-4020 Record Drawings

H. The bid due date has been extended from 06-March-2020 to 12-March-2020 at 2:00 PM Eastern Time (ET).

I. All other terms and conditions remain unchanged.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 06-Mar-2020 02:00 PM to 12-Mar-2020 02:00 PM.

460865 Fire/Crash Rescue Station F/34017

Wright-Patterson AFB, Ohio

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 00.00 06 SPECIAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

Amdt. #0002

01 01 50 PROJECT GENERAL REQUIREMENTS (WPAFB)

Amdt. #0002

01 02 20 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB)

01 04 10 AIRFIELD PROJECT REQUIREMENTS (WPAFB)

01 14 00 WORK RESTRICTIONS

01 32 01.00 06 PROJECT SCHEDULE

01 33 00.00 06 SUBMITTAL PROCEDURES

01 33 29.00 06 SUSTAINABILITY REPORTING

01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 46 00.00 06 TOTAL BUILDING COMMISSIONING (CONTRACTOR CxA)

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 09 10 OZONE DEPLETING SUBSTANCE RECOVERY (WPAFB)

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 41 33 PRECAST STRUCTURAL PRETENSIONED CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

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

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

Amdt. #0002

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

Amdt. #0002

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 36 13 SECTIONAL OVERHEAD DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 11 - EQUIPMENT

11 31 13 SPECIALTY EQUIPMENT

11 44 00 FOOD COOKING EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 32 00 MANUFACTURED WOOD CASEWORK

12 36 00 COUNTERTOPS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 00 01 BACKFLOW PREVENTION DEVICES (WPAFB)

22 15 09.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS CLEANING PROCEDURES

22 15 26.00 20 HIGH AND MEDIUM PRESSURE COMPRESSED AIR PIPING

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

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (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 48.19 SEISMIC BRACING FOR HVAC

23 05 93.00 06 TESTING, ADJUSTING, AND BALANCING (TAB) OF HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23 DIRECT DIGITAL CONTROL (DDC) FOR HVAC AND OTHER LOCAL

BUILDING SYSTEMS (WPAFB)

23 11 25 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 00 HEATING BOILERS

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00.00 06 EARTHWORK

PROJECT TABLE OF CONTENTS Page 4

31 05 22 GEOTEXTILES USED AS FILTERS

31 21 13 RADON MITIGATION (WPAFB)

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 05 23 TRENCHLESS UTILITY INSTALLATION

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 WATER UTILITY DISTRIBUTION 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 --

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 10 PAGES

BEJV WPAFB Fire-Crash Rescue Station

01 01 50 SD-01 Preconstruction Submittals

1.8 GReduced Pressure Principle

Backflow Device

SD-11 Closeout Submittals

1.19 GFinal BUILDER Update Form

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.10Existing Conditions

07 27 26 SD-01 Preconstruction Submittals

1.9.1 GQualifications of Manufacturer

1.9.2 GQualifications of Installer

SD-02 Shop Drawings

1.4 GFluid-Applied Membrane Air

Barrier

SD-03 Product Data

1.4 GFluid-Applied Membrane Air

Barrier

2.3 GTransition Membrane

2.2 GPrimers, Adhesives, and Mastics

2.6 GReinforcement

1.4.2 GSafety Data Sheets

SD-04 Samples

1.4.3 GMockup

SD-06 Test Reports

1.6 GCapillary Moisture Test

1.4.4 GField Peel Adhesion Test

SUBMITTAL REGISTER

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

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07 27 26 1.4.4 GFlame Propagation of Wall

Assemblies

1.4.4 GFlame Spread and Smoke

Developed Index Ratings

3.4.1 GSite Inspections

SD-07 Certificates

1.4 GFluid-Applied Membrane Air

Barrier

2.3 GTransition Membrane

1.9.1 GQualifications of Manufacturer

1.9.2 GQualifications of Installer

SD-08 Manufacturer’s Instructions

1.4 GFluid-Applied Membrane Air

Barrier

2.3 GTransition Membrane

2.2 GPrimers, Adhesives, and Mastics

07 41 13 SD-02 Shop Drawings

1.4.5 GRoofing Panels

1.4.5 GFlashing and Accessories

1.4.5 GGutter/Downspout Assembly

SD-03 Product Data

2.1 GRoof Panels

SRecycled Content for Aluminum

Roof Panels

2.1.1 SRecycled Content for Steel Roof

Panels

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07 41 13 2.2.2 SEnergy Star Label for Metal

Roofing Product

SHeat Island Reduction

1.4.5 GFactory-Applied Color Finish

2.4 GAccessories

1.4.5 GFasteners

1.4.5 GPressure Sensitive Tape

GUnderlayments

2.7 GGaskets and Sealing/Insulating

Compounds

1.4.5 GCoil Stock

1.4.5 GAluminized Steel Repair Paint

1.4.5 GEnamel Repair Paint

1.4.5 GGalvanizing Repair Paint

SD-04 Samples

2.1 GRoof Panels

1.4.5 GFactory-applied Color Finish

2.4 GAccessories

1.4.5 GFasteners

1.4.5 GGaskets and Sealant/Insulating

Compounds

SD-05 Design Data

1.2.1.2 GWind Uplift Resistance

SD-06 Test Reports

1.2.1.1 GLeakage Test Report

1.2.1.2 GWind Uplift Test Report

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07 41 13 GFire Rating Test Report

2.2 GFactory Finish and Color

Performance Requirements

SD-07 Certificates

2.1 GRoof Panels

1.4.5 GCoil Stock Compatibility

1.4.1 GQualification of Manufacturer

1.4.2 GQualification of Applicator

SD-08 Manufacturer’s Instructions

2.6 GInsulation

1.4.5 GInstallation Manual

SD-09 Manufacturer’s Field

Reports

3.10.1 GManufacturer's Field Inspection

Reports

SD-11 Closeout Submittals

1.8 GWarranties

3.11 GInformation Card

07 42 13 SD-01 Preconstruction Submittals

1.6.3 GQualification of Manufacturer

1.6.4 GQualification of Installation

Contractor

1.9Warranty

SD-02 Shop Drawings

1.6.1.1 GInstallation Drawings

SD-03 Product Data

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07 42 13 2.1Recycled Content;

2.2.1 GWall Panels

2.2.2Factory Color Finish

1.6.5Closure Materials

2.6.4.4Pressure Sensitive Tape

2.6.4.1Sealants and Caulking

1.6.3.1Galvanizing Repair Paint

1.6.3.1Enamel Repair Paint

Aluminized Steel Repair Paint

1.6.5Accessories

2.6Accessories

SD-04 Samples

2.2.1 GWall Panels

1.6.3.1 GFasteners

2.6.3 GMetal Closure Strips

2.2.2.5 GColor chart

SD-05 Design Data

1.6.1.2 GWind load design analysis

SD-06 Test Reports

3.8.2 GLeakage Tests

1.3.2 GWind Load Tests

1.4.2 GWind Load Tests

2.2.2.6 GCoating

2.2.2.6 GChalking

SD-07 Certificates

1.6.3.1 GCoil Stock

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07 42 13 1.6.3.1 GFasteners

1.6.3.1 GGalvanizing Repair Paint

1.6.3.1 GEnamel Repair Paint

SD-08 Manufacturer’s Instructions

3.3 GInstallation

SD-09 Manufacturer’s Field

Reports

3.9.1 GManufacturer's Field Reports

SD-11 Closeout Submittals

1.9 GWarranty

1.6.6 GMaintenance Instructions

1.9.120 year 'No Dollar Limit' warranty for labor and material

09 30 10 SD-02 Shop Drawings

3.2Detail Drawings

G architect

SD-03 Product Data

2.1.1Porcelain Tile

G architect

Setting-Bed

2.3Mortar, Grout, and Adhesive

Reinforcing Wire Fabric

SD-04 Samples

2.1Tile

G architect

2.3.3Grout

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09 30 10 SD-07 Certificates

2.3 SIndoor Air Quality for Adhesives

2.3.4 SIndoor Air Quality for Sealants

SD-08 Manufacturer’s Instructions

3.7Maintenance Instructions

SD-10 Operation and Maintenance

Data

3.2 GInstallation

11 31 13 SD-03 Product Data

2.1SPECIALTY Equipment

2.1.2Energy Star Label for Freezer

2.1.3Energy Star Label for Refrigerator

2.1.4Energy Star Label for Ice Maker

2.1.7Energy Star Label for Dishwasher

SD-08 Manufacturer’s Instructions

2.1SPECIALTY Equipment

Exhaust Hood

SD-10 Operation and Maintenance

Data

2.1 GSPECIALTY Equipment

SD-11 Closeout Submittals

3.3Manufacturer's Warranty

3.4Contractor's Warranty for

Installation

11 44 00 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 10 PAGES

11 44 00 2.1Contractor's Field Verification

Data

SD-02 Shop Drawings

2.1 GDetail Drawings

2.2 GExhaust Hoods Over Cooking

Equipment

2.1 GUtilities

2.1Installation Instructions and

Diagrams

SD-03 Product Data

2.3 GCommercial Food Cooking

Equipment

2.2 GExhaust Hoods Over Cooking

Equipment

SEnergy Star label for Baking

Oven

SD-06 Test Reports

3.2Field Test Reports

3.2Exhaust Hood Air-Balance Report

SD-07 Certificates

2.3NSF Certification

2.3UL Certification

SD-08 Manufacturer’s Instructions

2.3Commercial Food Cooking

Equipment

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 10 PAGES

11 44 00 2.2Exhaust Hoods over Cooking

Equipment

SD-10 Operation and Maintenance

Data

2.3 GCommercial Food Cooking

Equipment

SD-11 Closeout Submittals

3.3Manufacturer's Warranty

3.4Contractor's Warranty for

Installation

13 34 19 SD-01 Preconstruction Submittals

1.6.3Manufacturer's Qualifications

G; AE

SD-02 Shop Drawings

1.2.1.7Detail Drawings

1.6.1Detail Drawings

G; AE

1.2.10Erection Plan

SD-03 Product Data

Gsustainable acquisition compliance

1.6.1 GManufacturer's Catalog Data

SD-04 Samples

1.4.8 GInsulation

SD-05 Design Data

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 10 PAGES

13 34 19 1.6.1 GManufacturer's Descriptive and

Technical Literature

1.6.1 G AEManufacturer's Building Design

Analysis

SD-06 Test Reports

1.6.1 GTest Reports

1.6.1 GCoatings and Base Metals

1.6.1 GFactory Color Finish Performance

Requirements

SD-07 Certificates

1.6.1 GSystem Components

1.6.1 GCoil Stock

2.1.8 GCoil Stock

1.6.1 GAluminized Steel Repair Paint

1.6.1 GGalvanizing Repair Paint

1.6.1 GEnamel Repair Paint

1.6.1 GQualification of Manufacturer

1.6.1 GQualification of Erector

SD-08 Manufacturer’s Instructions

1.6.2 GInstallation of Roof and Wall

panels

1.7 GShipping, Handling, and Storage

SD-11 Closeout Submittals

3.13.1 GManufacturer's Warranty

3.13.2 GContractor's Warranty for

Installation

SUBMITTAL REGISTER

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SECTION 01 01 50

PROJECT GENERAL REQUIREMENTS (WPAFB)

7/16

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Submittals (1.2)

B. (1.3) - NOT USED

C. Protection of personnel and Government property (1.4)

D. Radiation Safety (1.5)

E. Requirements for fire protection, welding and cutting (1.6)

F. Construction facilities and job site standards (1.7)

G. Utilities (1.8)

H. (1.9) - NOT USED

I. Definitions (1.10)

J. Acronyms and Abbreviations (1.11)

K. Applicable Publications (1.12)

L. (1.13) - NOT USED

M. (1.14) - NOT USED

N. Cleaning Requirements (1.15)

O. (1.16) - NOT USED

P. (1.17) - NOT USED

Q. (1.18) - NOT USED

R. BUILDER Updating (1.19)

S. (1.20) - NOT USED

T. (1.21) - NOT USED

U. The requirements of this section apply to the entire project including all addenda or change orders which may be issued to modify the contract documents.

V. Due to the general nature of this section, paragraphs may exist which are not applicable to any required work. In general, every provision of this section applies to all of the work that the provision could conceivably relate.

SECTION 01 01 50

1.2 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00.00 06

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Reduced Pressure Principle Backflow Device ; G

SD-11 Closeout Submittals

Final BUILDER Update Form ; G

1.3 NOT USED

1.4 PROTECTION OF PERSONNEL AND GOVERNMENT PROPERTY

A. Areas requiring protection shall include the following:

1. Actual Construction Site - Area or areas within the work limits.

2. Storage Areas - Area or areas used for the storage of materials, devices, appliances and equipment to be used in the work.

3. Office and Shed Areas - Area or areas for placing or setting of temporary field office, tool sheds or storage sheds.

4. Transportation Areas - Streets, roads, driveways, parking areas, etc., paved and unpaved, and grass areas used for transportation purposes.

5. Areas surrounding the construction site.

B. In the event of damages of any nature caused by this work due to improper protection, precaution or safety measures, such damages shall be repaired or such property shall be replaced by the contractor at no cost to the Government. In the event the contractor does not satisfactorily repair or replace such damage caused by the work of this contract, the Government will make the necessary corrections and the contractor shall reimburse the Government for inconveniences, labor, and materials, involved.

C. The contractor shall furnish, place and maintain all required barricades as specified and as directed by the Safety Office and the Contracting Officer. Access drives and doors shall remain clear at all times.

D. Contractor shall be responsible for proper application of weather sensitive materials and shall not apply any such materials when weather conditions fall below the minimum recommended by the material manufacturer.

E. Contractor shall maintain 50 degrees F minimum temperatures throughout unoccupied interior portions of buildings under construction.

Contractor shall maintain 65 degrees F minimum temperatures throughout occupied portions of buildings undergoing construction or alteration.

This requirement shall apply also in the event that available heating supplied by the building heating system is rendered inadequate during the course of construction to maintain the above temperature. All costs incurred by the Government resulting from the Contractors failure to maintain the above temperatures shall be reimbursed by the Contractor to the Government.

F. It shall be the responsibility of the Contractor with assistance from base personnel to locate all existing utility lines in the field before starting excavation of any kind. Contractor shall process an AF Form 103, Base Civil Engineering Work Clearance Request. Contractor shall notify the inspector a minimum of 2 weeks prior to the expected start of work to schedule and complete an on-site work clearance.

G. In order to prevent damage, all digging around utilities shall be done by hand. The distance to stay clear from the utilities with power excavating equipment shall be as follows:

Minimum Clearance Type of Utility From Outside Face

Storm and Sanitary 15" size 1'-6" and larger

Storm and Sanitary less than 2'-0" 15" size

Water, Steam and 2'-0" Air, all sizes

Fuels, Gas, Electric, 5'-0" Communications, Cable TV, all sizes

These clearances shall not be measured from the centerline of the utility but from each outside face or limit of the utility in both the horizontal and vertical directions. It shall be the Contractor's responsibility to determine the clearances and layout or stake the distance around the utilities to be excavated by hand.

H. Damages of any nature caused by this work shall be repaired or damaged property replaced at no expense to the Government. If the Contractor does not satisfactorily repair or replace the damaged property, the Government reserves the right to make the necessary corrections. The Contractor shall reimburse the Government for consequential damages and for all materials and labor used for the corrections.

I. The contractor shall protect and preserve the existing vegetation (grass, flowers, shrubs, trees, etc.) and shall be liable for any damage to same.

J. Where temporary removal of plants is required to perform the work, each plant shall be removed, adequately balled, stored, watered, and replanted. The contractor shall be responsible for the replacement of plants which die within six months of replanting, at the contractors expense.

K. UNDER NO CIRCUMSTANCES WILL STEEL TRACKED EQUIPMENT TRAVEL ACROSS

ANY PAVEMENT, CONCRETE OR ASPHALT, ON BASE. ALL STEEL TRACKED EQUIPMENT

WILL BE TRANSPORTED ON TRAILERS TO THE JOBSITE.

1.5 RADIATION SAFETY

A. Radioactive Materials: Authorization in writing shall be received from the 88 AMDS/SGPB before bringing radioactive material sources onto WPAFB. Requests shall be made in writing a minimum of 30 days prior to the start of the project. The use of radioactive material sources will be reviewed and approved on a case-by-case basis. Individuals bringing radioactive materials on base are expected to have available at all times a copy of their license to possess radioactive materials and a copy of the last leak test record for sealed sources. Examples of radioactive material sources include those used for non-destructive testing such as cobalt-60, and iridium-192, sources inside soil moisture density gauges, sources used in lead paint analyzer devices, anti-static sources, sources in smoke detector systems and sources incorporated in self-luminous signs.

B. X-RAY GENERATING EQUIPMENT: Authorization in writing shall be received from 88 AMDS/SGPB before bringing x-ray producing devices onto WPAFB. Requests shall be made in writing a minimum of 30 days prior to the start of the project. High-energy x-ray devices are commonly used for non-destructive testing. Other examples of x-ray generating equipment are electron microscopes, diffractometers and similar types of analytical laboratory equipment. Each device will be reviewed and approved for operation on the installation prior to use.

C. SMOKE DETECTORS: Smoke detectors which are removed from service and contain radioactive material shall be turned into 88 AMDS/SGPB.

Contact the contracting officer to coordinate the turn-in of these items.

D. RADON: WPAFB is considered as a medium risk installation, and as such, the design and construction of all new structures should incorporate radon resistant features in accordance with AFI 48-148. Contact 88 AMDS/SGPB for further information concerning radon.

1.6 FIRE PROTECTION, WELDING AND CUTTING REQUIREMENTS

A. First Aid Fire Protection

1. Portable fire extinguishers shall be provided where needed and inspected and maintained in accordance with NFPA 10, Portable Fire Extinguishers.

2. Fire extinguishers shall be suitably placed, distinctly marked, readily accessible, and maintained in a fully charged and operable condition.

3. Approved fire blankets shall be provided and kept in conspicuous and accessible locations as warranted by the operations involved.

4. A fire extinguisher rated not less than 2-A:10-B:C, shall be provided for each 3,000 square feet of the protected building area, or major fraction thereof. Travel distance from any point of the protected area to the nearest fire extinguisher shall not exceed 75 feet.

5. One or more fire extinguishers, rated not less than 2-A:10-B:C, shall be provided on each floor. In multistory buildings, at least one fire extinguisher shall be located adjacent to each stairway.

6. A fire extinguisher, rated not less 10B shall be provided within 50 feet of wherever more than 5 gallons of flammable or combustible liquids or 5 pounds of flammable gas are being used on the worksite. This requirement does not apply to the integral fuel tanks of motor vehicles.

7. At least one portable fire extinguisher having a rating of not less than 20-B units shall be located outside of but not more than 10 feet from the door opening into any room used for storage of more than 60 gallons of flammable or combustible liquids.

8. At least one portable fire extinguisher having a rating of not less than 20-B units shall be located not less than 25 feet, nor more than 50 feet from any flammable liquid storage area located outside.

9. At least one portable fire extinguisher not less than 20-B:C units shall be provided on all tank trucks or other vehicles used for transporting and/or dispensing flammable or combustible liquids.

10. Each service or fueling area shall be provided with at least one fire extinguisher having a rating of not less than 20-B:C located so that an extinguisher will be within 50 feet of each pump, dispenser, underground fill pipe opening, and lubrication or service area.

13. Fire extinguisher equipment shall be provided in storage areas according to the hazard present.

14. Fire extinguisher or equivalent protection shall be provided at the head and tail pulleys of underground belt conveyors and at 300 foot intervals along the belt.

15. Fire extinguishers listed or approved by a nationally recognized testing laboratory shall be used.

16. No fire shall be fought where there is imminent danger of contact with explosives. All persons shall be removed to a safe area and the fire area guarded against intruders.

17. A fire extinguisher rated not less than 2-A:10-B:C shall be provided where melting pots, torches, or open flames are in use.

18. A 1/2-inch diameter garden hose line, not to exceed 100 feet in length and equipped with a nozzle, may be substituted for a 2-A rated fire extinguisher, provided it is capable of discharging a minimum of 5 gallons per minute with minimum hose stream range of 30 feet horizontally. The garden hose lines shall be mounted on conventional racks or reels. The number and location of hose racks or reels shall be such that at least one hose stream can be supplied to all points in the area.

19. Each bulldozer, scraper, dragline, crane, motor grader, front-end loader, mechanical shovel, backhoe, and other similar equipment shall be equipped with at least one dry chemical or carbon-dioxide fire extinguisher, having a minimum UL rating of 5-B:C.

B. Fire Patrols

1. When watchmen or guards are provided, they shall make frequent rounds through buildings and storage areas when work is suspended.

2. In any instance where combustible materials have been exposed to fire hazards, such as welding operations, hot metals, or open flame, a watcher shall be assigned to remain at the location for at least one hour after the exposure has ended.

C. Water Supply and Distribution

1. Where a water distribution system is required for the protection of buildings or other structures, water mains and hydrants shall be installed prior to or concurrently with the construction of the facilities.

2. Vehicles, equipment, materials, and supplies shall not be placed so that access to fire hydrants and other firefighting equipment is obstructed.

3. If the facility being constructed includes the installation of automatic sprinkler protection, the installation shall closely follow the construction and be placed in service as soon as laws permit following completion of each story.

4. For demolition or alterations, existing automatic sprinkler installations shall be retained in service as long as reasonable. The operation of sprinkler control valves shall be permitted only when approved by the Contracting Officer. Modification of sprinkler systems to permit alterations or additional demolition should be expedited so that the automatic protection may be returned to service as quickly as possible. Sprinkler control valves shall be checked daily at close of work to ascertain that the protection is in service.

5. In all structures in which standpipes are required, or where standpipes exist in structures being altered, they shall be brought up as soon as construction permits, and shall be maintained as construction progresses so that they are always ready for fire protection use. The standpipes shall be provided with conspicuously marked fire department connections on the outside of the structure at the street level. There shall be at least one standard hose outlet at each floor.

D. Fire Alarm Devices

1. An alarm system shall be established by the contractor whereby workers on the site and the local fire department will be alerted in the event of an emergency.

2. The alarm code and reporting instructions shall be conspicuously posted at phones and at worker entrances.

E. Welding and Cutting General

1. All welding and cutting equipment and operations shall be in accordance with standards and recommended practices of the American Welding Society, Safety in Welding and Cutting, ANSI 749.1 and NFPA 51B Standard for Fire Protection During Welding, Cutting and Other Hot Work as well as paragraph 1.16 of this specification section.

2. Transformer-type electric welding apparatus shall be installed, maintained and operated in accordance with the National Electrical Code.

3. Gas, welding and cutting equipment shall be listed by Underwriters' Laboratories, Inc. Chicago, Illinois or by Factory Mutual Laboratories, Boston, Mass.

4. All welding equipment shall be inspected daily. Defective equipment shall be removed from service, replaced, or repaired and reinspected before again being placed in service.

5. Each welding or cutting unit shall be equipped with a compatible fire extinguisher.

6. Two 2-A:10-B:C fire extinguishers shall be provided in the immediate vicinity of the welding or torch operation whenever combustible material is exposed.

7. Objects to be welded, cut or heated shall be moved to a safe location or, if they cannot be moved, all movable fire hazards in the vicinity shall be taken to a safe place or the combustible material and construction shall be protected from the heat, sparks, and slag of welding.

8. Workers and the public shall be shielded from welding rays, flashes, sparks, molten metal, and slag.

9. Cable, hoses, and other equipment shall be kept clear of passageways, ladders, and stairways.

10. All hollow spaces, cavities, or containers shall be vented to permit the escape of air or gases before preheating, cutting, or welding.

Department of Transportation, Office of Pipeline Safety, 49 CFR Part 192, Minimum Federal Standards for Gas Pipelines, shall apply when welding, cutting, and heating on steel pipelines containing natural gas. Pipelines containing gases or flammable liquids or conduits containing electrical conductors shall not be used as a ground return.

11. When welding or cutting must be done an AF Form 592 USAF Welding, Cutting and Brazing Permit shall be obtained. Contact the WPAFB Fire Prevention Office at (937) 257-4075 at least 24 hours in advance to request a permit. Weekend Permits can only be authorized by the Contracting Officer who shall notify the Fire Prevention Office that work is authorized, Notification must be accomplished before Friday morning for permits to be issued for weekend work. The location shall be checked for latent fires after the work is completed.

12. Cylinders shall be kept beyond the range of sparks, hot slag, or flame and properly secured in a valve upright position. Backflash devices shall be installed on all tanks at the regulator location.

13. Positive mechanical and/or personal protective measures shall be taken when welding, cutting, or heating metals of toxic significance in enclosed spaces.

14. Oxygen shall not be used for ventilation, comfort cooling, blowing dust from clothing, or for cleaning the work area.

15. Before welding, cutting, or heating is commenced on any surface covered by a preservation coating whose flammability is not known, a test shall be made to determine its flammability. Preservation coatings shall be considered to be highly flammable when scrapings burn with extreme rapidity.

16. Precautions shall be taken to prevent ignition of highly flammable hardened preservation coatings. When coatings are determined to be highly flammable, they shall be stripped from the area to be heated to prevent ignition.

17. In enclosed spaces, all surfaces covered with toxic preservatives shall be stripped of all toxic coatings for a distance of at least 4 inches from the area of heat application or the employees shall be protected by air line respirators.

18. In the open air, workers shall be protected against toxic preservation coatings by a respirator that meets the requirements of NIOSH.

19. Preservative coatings shall be removed a sufficient distance from the area to be heated to ensure that the temperature of the unstripped metal will not be appreciably raised.

20. When the welding, cutting, or heating operation is such that normal fire prevention precautions are not sufficient, additional personnel shall be assigned to guard against fire and instructed in anticipated fire hazards and how firefighting equipment is to be used.

21. Hose which has been subject to flashback, or which shows severe wear or damage, shall be tested to twice the normal pressure to which it is subject but in no case less than 300 psi. Defective hose, or hose in doubtful condition, shall not be used.

22. No welding, cutting, or heating shall be done where the application of flammable paints, or the presence of other flammable compounds, or heavy dust concentrations creates a hazard.

23. Noncombustible barriers shall be installed below welding or burning operations in or over a shaft.

24. When welding, cutting, or heating is performed on walls, floors and ceilings, the same precautions shall be taken on the opposite side as are taken on the side on which the welding is being performed.

25. All structural welding accomplished by the contractor on critical items such as scaffolding, shoring, forms, ladders, piling, Gas and Fuel Lines, etc., shall be performed by certified welders using qualified welding procedures. The contractor shall provide copies of the welders certificate to the Contracting Officer and the Fire Prevention Inspector when Requested.

F. Gas Equipment

1. Torch valves shall be closed and gas supply shut off whenever work is suspended for 30 minutes or more.

2. The torch and hose shall be removed from confined spaces whenever work is suspended.

3. All oxyacetylene or other fuel gas-oxygen combinations used in cutting or welding equipment shall have reverse-flow check valves between torch and regulator. Manifold systems shall have the reverse-flow valves installed at the manifold connections.

4. Boxes used for the storage of gas hose shall be ventilated.

5. Acetylene regulators shall not be adjusted to permit a discharge pressure greater than 15 psig.

6. Connection of multiple sets of oxyacetylene hoses to a single regulator on a single set of oxyacetylene tanks may only be accomplished by installing a commercially available fitting approved by Compressed Gas Association (CGA) Standards and UL listed. The fitting shall be installed on the output side of the regulator and shall have a built-in shut-off valve and reverse-flow check valve on each branch.

G. Electric Equipment

1. Switching equipment for shutting down the welding machine shall be provided on or near the welding machine.

2. The noncurrent carrying metal parts of electrically powered welding machines shall be grounded. Grounding circuits, other than by means of the structure, shall be checked to ensure that the circuit between the ground and the equipment to be grounded has resistance low enough to permit sufficient current to flow to cause the overcurrent device to interrupt the circuit.

3. Neither terminal of the welding generator shall be bonded to the frame of the welder.

4. Pipe lines containing gases or flammable liquids or conduits carrying electrical conductors shall not be used for a ground return circuit.

5. The equipment shall be shut down when the leads are unattended.

6. Cables with splices or repaired insulation within 10 feet of the holder shall not be used.

7. Welding leads shall not be placed near power supply cables or other high-tension wires.

8. Welding leads shall not be permitted to contact metal parts supporting suspended scaffolds.

9. Circuits from welding machines used for other than welding tools shall be grounded.

H. Inert-Gas Metal-Arc Welding

1. Chlorinated solvents shall be kept at least 200 feet unless shielded, from the exposed arc. Surfaces prepared with chlorinated solvents shall be dry before welding is permitted on such surfaces.

2. Persons in the area not protected from the arc by screening shall be protected by filter lenses. When two or more welders are exposed to each other's arc, filter lens goggles shall be worn under welding helmets. Hand shields to protect the welders against flashes and radiant energy shall be used when either the helmet is lifted or the shield is removed.

3. Welders and other persons who are exposed to radiation shall be protected so that the skin is covered to prevent burns and other damage by ultraviolet rays. Welding helmets and shields shall be free of leaks, openings, and highly reflective surfaces.

4. When inert-gas metal-arc welding is performed on stainless steel, persons will be protected against dangerous concentrations of nitrogen dioxide by local exhaust ventilation or air line respirators.

1.7 CONSTRUCTION FACILITIES AND JOB SITE STANDARDS

A. The contractor shall be responsible for the storage and safekeeping of all material to be incorporated into the work. The contractor shall be responsible for all aspects of safety and security within the storage area.

B. If required the contractor may provide, but must minimize, material storage, construction and office trailers, temporary structures of any kind to support this project. The Government retains the right to limit the number and location of these facilities. If such facilities are required they must meet the following standards.

1. Facilities shall meet Air Force and Base fire regulations, and NFPA Fire Codes and be inspected and approved by the Fire Protection Branch.

2. The facilities must be sited and approved as required in section 01 01 50, 1.3, D, 3. The final approved site for these facilities will not necessarily be adjacent to the project.

3. The facilities shall be clean, in good condition, undamaged and free of rust or surface deterioration. Rental trailers shall be of a neutral color. Unsightly material storage or office trailers will not be permitted. A minimum 6ft tall chain-link fence with privacy fabric shall be provided along its perimeter in prominent areas to create a privacy screen from the surrounding context. Privacy fabric shall be black or dark gray. (Trailers owned by the contractor or subcontractors which are other than a neutral color will be considered if identified and described in the job site plan required in section 01 01 50, 1.03, D, 3 and provided they meet all other required standards.)

4. The contractor shall be responsible to maintain the condition of these facilities, as defined above, and the entire construction site in a neat, orderly, professional and uncluttered manner at all times throughout the length of the contract. Daily site appearance, including control of debris, open storage of materials and weed and grass control, shall conform to section 01 01 50, 1.14.

5. All facilities shall have a professionally made metal identification sign attached in a prominent location. The sign shall be 2' x 3' in size (with light colored lettering on a dark colored background) indicating the contractor's name, name and 24 hour phone number of someone to contact in case of emergency.

C. There shall be no storage of materials or equipment in other than the approved storage areas.

1.8 UTILITIES

A. The Government will permit the contractor to obtain the consumable portion of utilities without charge. Should the contractor's temporary demand for a utility exceed what is readily available at the work areas , the utility(s) shall be supplemented as necessary by the Contractor at his or her expense. The contractor is fully responsible for all costs associated with equipment, transmission, connections, structures, etc. to obtain that utility service. All other utility connections must be arranged and paid for directly by the contractor with the appropriate utility agency. Determine the availability of utilities and coordinate setup and activation of those utilities with the contracting officer. Any temporary utility infrastructure established shall be removed at the completion of the project by the contractor and at the contractor's expense.

B. All connections to the Government water system, either through direct connection to piping or via hydrants, shall be equipped with a reduced pressure principle backflow device approved for use by the Ohio Environmental Protection Agency (EPA) for public water supply. Prior to connecting to the Government water system, the contractor shall provide a submittal, for approval, to include the product date for the backflow device to be used and proof that the device has been tested within the last 365 days by an "Ohio EPA Certified Backflow Tester" per OHIO EPA Regulation OAC 3745-95. The contractor may also connect to the base's water supply at the two locations indicated below, where base provided backflow devices are available:

1) Water plant 20085A in Area B

2) Patterson Field Plumbing shop, Bldg 30022 in the CE compound in Area A

C. All utilities, including Cable TV, are to be maintained for the duration of the project. The contractor shall coordinate any requirement for temporary disconnecting of a utility for any period of time through the Contracting Officer.

D. Utility shutdowns for the purpose of disconnecting or connecting services which will affect…