Am_0005.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0005 W9128F

B-21: WASHRACK AND MAINTENANCE HANGAR AT ELLSWORTH AFB, SD

See attached documentation for content of the changes to RFP

Date for receipt of proposals is 18 JAN 2022 at 1400 hours

Government Point of Contact: Nancy Garside, Contract Specialist, via e-mail to Gloria.Garside@usace.army.mil

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F-21-R-0051

12/09/2021

09/21/2021

12/09/2021

Am #0005 - 1

Am #0005 - 2 (Continuation SF 30)

10 DEC 2021

Solicitation No. W9128F21R0051

Date of Issue: 21 SEP 2021 New Date of Receiving Volume II Proposals: 18 JAN 2021

SUBJECT: Amendment No. 0005 to Request for Proposal (RFP) Solicitation Package for Construction of

B-21: WASHRACK AND MAINTENANCE HANGAR AT ELLSWORTH AFB, SD

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.)

(1) Standard Form 1442 (SF1442), Page 00 10 00-1, item 13.A., delete the time and date for proposal receipt and substitute “1600” and “18 JAN 2022”.

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changes have been identified with highlighting, all portions of the revised specification pages apply regardless of whether changes are shown with highlighting.

Pages or Sections Deleted Pages or Sections Substituted or Added

00 10 00 CLIN 00 10 00CLIN

** 00 21 00AT1 – Physical Site Visit Sign-in Sheet 26 20 00 26 20 00 27 10 00 27 10 00 27 41 16 27 41 16

c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border and reissued with this amendment.

VOLUME I OF III:

(1) Sheet S-506, STANDARD MASONRY DETAILS

VOLUME II OF III:

(2) Sheet A-022, AIR BARRIER SECTIONS

(3) Sheet A-023, AIR BARRIER SECTIONS

(4) Sheet A-311, WALL SECTIONS

(5) Sheet A-412, LADDER DETAILS

(6) Sheet A-420, SUMP PUMP PLANS AND SECTIONS

(7) Sheet A-501, PARTITION TYPES

(8) Sheet A-502, PARTITION TYPE DETAILS

Am #0005 - 3 (Continuation SF 30)

VOLUME IIi OF III:

(9) Sheet EP102, POWER PLAN - AREA B

(10) Sheet EP104, POWER PLAN - AREA D

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the SF30. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposal/Email. See Section 00 22 00 for how to submit electronic proposals.

4. Electronic Offers will be received until 2:00 p.m. on 18 JAN 2022, local time at place of receiving proposals (CST), as stated in the RFP.

Attachments:

CAD_BIM File Download Instructions and Disclaimer – FOR INFORMATION ONLY Section 00 10 00 – SF1442 and CLIN Pricing Schedule Specifications listed in 1.b., above Drawings listed in 1.c., above

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

10 DEC 2021

nep/2160

This page was intentionally left blank for duplex printing.

Use Projnet (Plan Room) Method Below to Download Project CAD/BIM Files:

** Due to file size limitations associated with SAM.gov, CAD/BIM files have been posted to a Projnet plan room at www.projnet.org using the quick add key K2F6YF‐P2IHCH. On the Projnet login page, provide email address and enter the quick key in the key access section and check the box "I agree to the privacy & Security Notice". Make sure the Managing Agency is "USACE."

CAD/BIM File Disclaimer

The files contained herein were used to compile bid documents for the subject project. The subject native CAD/BIM files are being provided for information only to prospective bidders, and are provided on an AS‐IS basis. Files are provided in either .dgn, .dwg, or .RVT format, depending upon the nature of the work communicated. Note that the Government does not warrant consistency or accuracy of the files in relation to the electronic .PDF files that serve as the basis for bidding the work. Use of the design model(s) shall not limit compliance with As‐Built or Advanced Modeling requirements in this contract. See specifications 01 33 39.00 10 and 01 78 39.00 24 for additional requirements. Utilization of these files shall not limit compliance with any portions or requirements of the .PDF design drawings or specifications.

Am #0005 CAD_BIM File Download Instructions and Disclaimer

FOR INFORMATION ONLY

00 10 00 Page 1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9128F-21-R-0051

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

21 SEP 2021

PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

6. PROJECT NO.

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Contracting Division (CENWO-CT) 1616 Capitol Ave Omaha, Nebraska 68102-4901

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Attn: CONTRACTING DIVISION (CENWO-CT) 1616 Capitol Ave Omaha, Nebraska 68102-4901

9. FOR INFORMATION

E-MAIL:

a. NAME Nancy Garside

b. E-MAIL ADDRESS Gloria.Garside@usace.army.mil

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

The offeror hereby agrees to do all work described in the documents entitled:

B-21: WASHRACK AND MAINTENANCE HANGAR

ELLSWORTH AFB, SOUTH DAKOTA

RETURN WITH OFFER: INFORMATION REQUIRED BY SECTION 00 10 00 (SF1442), SECTION 00 22 00, AND SECTION 00 45 00.

THIS SOLICITATION IS UNRESTRICTED, i.e., OPEN TO BOTH LARGE AND SMALL BUSINESS PARTICIPITATION.

11. The Contractor shall begin performance within 10 calendar days and complete it within 900* calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (* - See CLIN Pricing Schedule)

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12b.)

YES NO

12b. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and * copies to perform the work required are due at the place specified in Item 8 by 1400 (hour) local time 18 JAN 2022. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due. (* - See Section 00 22 00)

b. An offer guarantee is is not required.

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than ___120_____ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442(REV. 8/2014)

Prescribed by GSA - FAR(48 CFR) 53.236-1(d)

00 10 00 Page 2

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

DUNS or Unique Entity Identifier Number:

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within 120 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

AMOUNTS

SEE ATTACHED CLIN PRICING SCHEDULE

Contractor’s Fax No. CAGE CODE Contractor’s E-Mail address

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

U.S. Army Engineer District, Omaha 1616 Capitol Ave.

Omaha, Nebraska 68102-4901

USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA

BY

31c. AWARD DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

CLIN SCHEDULE 00 10 00 – 3 W9128F-21-R-0051

CONTRACT LINE ITEM (CLIN) PRICING SCHEDULE

ITEM

NO.

DESCRIPTION EST

QTY

UNIT UNIT

PRICE

AMOUNT

BASIC ITEMS

0001 Entire work complete for Construction of the B-21 Washrack and Maintenance Hangar, complete to the five-foot line, excluding items separately listed below.

Scope includes construction of the design and associated systems described above and throughout this Contract. (MILCON)

1 Job XXX $_____________________

0002 Entire work complete for Construction of Sitework, Utilities, and Pavements from five-foot line to the limits of construction of the B-21 Washrack and Maintenance Hangar, excluding items listed separately below. (MILCON)

1 Job XXX $_____________________

0003 Entire work complete for Demolition of Dock 61, 62 and associated existing Features, Paving, Airfield Paving, Utilities and Infrastructure on the B-21 Washrack and Maintenance Hangar site excluding items separately listed below and as communicated in the Demolition drawings and specifications. (MILCON)

1 Job XXX $_____________________

0004 Entire work complete for Construction of all Flightline paving - including Airfield Concrete and Airfield Ground Support Equipment (GSE) paving – to include all site preparation, base, drainage layer, underdrains, earthwork, underdrains, and striping - excluding bid option paving listed separately below. (MILCON)

1 Job XXX $_____________________

0005 Entire work complete for cybersecurity documentation, and alterations to commercial equipment, devices, firmware, and software to satisfy cybersecurity requirements. (MILCON)

1 Job XXX $_____________________

TOTAL BASIC AMOUNT $_____________________________

Am #0005

CLIN SCHEDULE 00 10 00 – 4 W9128F-21-R-0051

OPTION ITEMS

[Option]

Entire work complete for Procurement and Installation of a 5-Part Fuel Resistive Resinous Flooring System per specification 09 67 23.16 in lieu of a 3-Part Fuel Resistive Resinous Flooring System per specification 09 67 23.15. (MILCON)

1 Job XXX $______________________

[Option]

Entire work complete for Procurement, Installation, Commissioning, and Cybersecurity of compressed air and soap equipment. (O&M)

1 Job XXX $______________________

[Option]

Entire work complete for Procurement, Installation, Commissioning, and Cybersecurity of preconditioned air units.

(O&M)

1 Job XXX $______________________

[Option]

Entire work complete for Construction of additional asphalt shoulders - to include all associated site preparation, base, earthwork, and striping. (MILCON)

1 Job XXX $______________________

[Option]

Entire work complete for Procurement and Installation of CIPP liners. (MILCON)

1 Job XXX $______________________

[Option]

Entire work complete for Procurement and Installation of FF&E. (O&M)

1 Job XXX $______________________

[Option]

Entire work complete for Procurement, Installation, Commissioning, and Cybersecurity of Intrusion Detection System (IDS), and Access Control System

(ACS). (O&M)

1 Job XXX $______________________

[Option]

Entire work complete for temporary Government trailer facilities during construction as indicated in this Contract.

(O&M or MILCON, depending upon occupancy)

1 Job XXX $______________________

[Option]

Entire work complete to provide access control and secure area oversight as defined in 01 14 00 Work Restrictions and associated references. (O&M)

1 Job XXX $______________________

CLIN SCHEDULE 00 10 00 – 5 W9128F-21-R-0051

[Option]

Entire work complete for removal and disposal of additional asbestos containing material (ACM) in Dock 61 and 62 not previously identified in the project hazardous material survey documentation, and not otherwise included in the basic amount. (MILCON)

2,500

SF

disposal of additional asbestos containing material (ACM) in Dock 61 and 62 not previously identified in the project hazardous material survey documentation, LF

Entire work complete for additional removal and disposal of contaminated soils (Category 3 soils as defined in Specification 02 61 13) not previously identified in the project hazardous material survey documentation and not otherwise included in the basic amount. (MILCON)

CY

disposal of non-adhered lead based paint in Dock 61 and 62 not previously identified in the project hazardous material survey documentation, and not otherwise included in the basic amount. (MILCON)

10,000

SF

disposal of additional ACM piping not previously identified in the project hazardous material survey documentation, 1,000

LF

TOTAL AMOUNT (BASIC PLUS OPTIONS) $_________________________________

NOTES:

1. See SECTION 00 21 00, INSTRUCTIONS TO OFFERORS for evaluation of options. The Government reserves the right to exercise Option Items 0006 and 0010 within 90 days of Notice to Proceed. The Government reserves the right to exercise Option Items 0007 – 0009 and 0011 - 0014 within 730 days of Notice to Proceed. The Government reserves the right to exercise Option Items 0015 - 0019 within 365 days of Notice to Proceed. Abbreviation: Operations and Maintenance (O&M).

2. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. Additions will be subject to verification by the Government. In case of

CLIN SCHEDULE 00 10 00 – 6 W9128F-21-R-0051

variation between the lump-sum prices and the total amount, the lump-sum prices will be considered the price submitted.

3. A modification to a proposal which provides for a single adjustment to the total amount submitted, should state the application of the adjustment to each respective lump-sum price affected. If the modification is not so apportioned, the single adjustment will be applied to Item No. 0001.

4. Contract duration is 900 calendar days for award basic and option items. No contract duration extension will be provided upon award of any combination of option items.

5. Quantities for unit priced items are estimated only and the respective unit price will prevail in the event of an overrun or underrun subject to General Conditions (Contract Clauses) Clause FAR 52.211-18 “Variation in Estimated Quantities”.

CLIN SCHEDULE 00 10 00 – 7 W9128F-21-R-0051

SUPPLEMENTAL PRICE BREAKDOWN OF PRICING SCHEDULE TEMPLATE

TOTAL WITH MARKUPS AMOUNT TO EQUAL TOTAL BASIC AMOUNT

AS INDICATED ON PAGE 3 AND 4 OF THIS SECTION 00 10 00

DIVISION MASTERFORMAT 2016 DESCRIPTION UNIT AMOUNT

01 GENERAL REQUIREMENTS (minus item 0101) LS $_______________

0101 01 33 29 Sustainability Documentation LS $_______________

02 EXISTING CONDITIONS LS $_______________

03 CONCRETE LS $_______________

04 MASONRY LS $_______________

05 METALS LS $_______________

06 WOOD, PLASTICS, AND COMPOSITES LS $_______________

07 THERMAL AND MOISTURE PROTECTION LS $______________

08 OPENINGS LS $_______________

09 FINISHES LS $_______________

10 SPECIALTIES LS $______________

11 EQUIPMENT LS $_______________

12 FURNISHINGS LS $_______________

13 SPECIAL CONSTRUCTION LS $_______________

14 CONVEYING EQUIPMENT LS $_______________

21 FIRE SUPPRESSION LS $_______________

22 PLUMBING LS $______________

23 HEATING, VENTILATING, AND AIR CONDITIONING LS $_______________

25 INTEGRATED AUTOMATION LS $_______________

26 ELECTRICAL LS $_______________

27 COMMUNICATIONS LS $_______________

28 ELECTRONIC SAFETY AND SECURITY LS $_______________

31 EARTHWORK LS $_______________

32 EXTERIOR IMPROVEMENTS LS $_______________

33 UTILITIES LS $_______________

34 TRANSPORTATION LS $_______________

Total Price Breakdown Amount

Prime Contractor Markups:

--G&A General and Administrative Expense $ ______________ --FOOH Field Office Overhead not defined by Division -01 $ ______________ --PROFIT Profit $ ______________ --P&PB Performance and Payment Bond $ ______________

TOTAL WITH MARKUPS

All items must be entered in dollars.

“TOTAL WITH MARKUPS” from this Price Breakdown must match the “TOTAL BASIC

AMOUNT”.

2 Dec 2021

Am #0005 00 21 00AT1 Page 1 of 1

B-21: Washrack & Maintenance Hangar (Washrack) - Ellsworth AFB EL94

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 61 13

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02/10

PART 1 GENERAL

1.1 REFERENCES

1.2 DESCRIPTION OF WORK

1.2.1 Scheduling

1.2.2 Work Plan

1.3 SUBMITTALS

1.4 REGULATORY REQUIREMENTS

1.4.1 Permits and Licenses

1.4.2 Air Emissions

PART 2 PRODUCTS

2.1 SPILL RESPONSE MATERIALS

2.2 BACKFILL

PART 3 EXECUTION

3.1 EXISTING STRUCTURES AND UTILITIES

3.2 CLEARING

3.3 CONTAMINATED MATERIAL REMOVAL

3.3.1 Excavation

3.3.2 Shoring

3.3.3 Dewatering

3.4 CONFIRMATION SAMPLING AND ANALYSIS

3.5 MATERIAL STORAGE

3.5.1 Stockpiles

3.5.2 Roll-Off Units

3.5.3 Liquid Storage

3.6 SAMPLING

3.6.1 Sampling of Stored Material

3.6.2 Sampling Liquid

3.7 SPILLS

3.8 BACKFILLING

3.9 DISPOSAL REQUIREMENTS

3.10 CLOSURE REPORT

-- End of Section Table of Contents --

SECTION 02 61 13 Page 1Am #0005

SECTION 02 61 13

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02/10

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.

ASTM INTERNATIONAL (ASTM)

ASTM D5434 (2012) Field Logging of Subsurface Explorations of Soil and Rock

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA SW-846 (Third Edition; Update IV) Test Methods for Evaluating Solid Waste:

Physical/Chemical Methods

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926 Safety and Health Regulations for Construction

40 CFR 302 Designation, Reportable Quantities, and Notification

1.2 DESCRIPTION OF WORK

The project constructs the Corrosion Control Hangar (Washrack Facility) supporting the new B-21 long range bomber program. With the anticipated arrival of the B-21 aircraft at Ellsworth AFB, planning is underway for various program support facilities. The proposed footprint of the Washrack Facility is located on the flightline northeast of the runway.

The area currently consists of two existing hangars (Hangar Docks 61 and 62), each which are approximately 34,000 square feet in size, and the surrounding concrete apron. Field activities in this area consisted of a Hazardous Material Study (HMS) conducted at the two existing hangars and a subsurface investigation. This project includes construction of the Washrack facility, associated utilities and site work necessary at Ellsworth AFB.

Approximate locations of contaminated material are shown on the Drawings and in the Burns & McDonnell Subsurface Investigation Summary Memorandum;

B-21 Mission Planning Facility and Washrack Facility, Ellsworth Air Force Base, South Dakota (Summary Memorandum). A copy of the Summary Memorandum

SECTION 02 61 13 Page 2Am #0005 is included as Appendix K. Characterization data on the nature and extent of contamination as well as definitions of material reuse classifications is provided in the Summary Memorandum.

Based on the results of the Summary Memorandum, the excess soil anticipated to be encountered during the construction of the Washrack Facility has been divided into the following categories:

a. Category 1 Soil is soil that can be reused without restriction. If Category 1 Soil is in excess, those soils may be disposed offsite at either a permitted South Dakota construction and demolition debris disposal site or a permitted South Dakota Subtitle D municipal waste landfill. Approximately 1,500 cubic yards of Category 1 soils are anticipated to be in excess at the site.

b. Category 2B Soil is soil with total petroleum hydrocarbon (TPH) concentrations between 10 and 500 milligrams per kilogram (mg/kg) that can be reused on site that can be reused with restrictions. If Category 2B Soil is in excess, those soils must be disposed offsite at a permitted South Dakota Subtitle D municipal waste landfill.

Approximately 1,600 cubic yards of Category 2B soils are anticipated to be in excess at the site.

Excess Category 2A Soil is not anticipated to be generated for this project. If excess Category 2A Soil is generated in excess those soils must be disposed offsite at a permitted South Dakota Subtitle D municipal waste landfill. It is anticipated that the majority of disturbed soil will be reused on the site for this Project. However, initial estimates indicate the volumes of excess soil (i.e., Category 1 or 2B soil that is unable to be reused on the site as part of this Project as indicated above) may be generated and therefore require disposal as described in this document.

Approximate locations of contaminated material are shown on the Drawings.

The actual volume of soil requiring disposal at each location may vary significantly from the volumes estimated based on site conditions, management of soil on the site during construction, and confirmation sampling. Characterization data on the nature and extent of the contaminated material is shown in the Summary Memorandum.

[*Am-5] The Washrack site requires borrow material with requirement as defined in Section 31 00 00 EARTHWORK. According to the Summary Memorandum, all onsite soils are reusable from an environmental standpoint. In addition, onsite soils are considered satisfactory for reuse as compacted fill and general fill as outlined in Section 31 00 00 EARTHWORK. In the event that unsuitable and contaminated soils with detection levels above the limits cited in the Summary Memorandum are encountered (Category 3 Soil), refer to 00 10 00-3 CONTRACT LINE ITEM PRICING SCHEDULE and bid options for additional unforeseen remediation and disposal of contaminated soil. The Contractor shall follow Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS for all that quantity of unsuitable and contaminated soils to be removed from the site. [**Am-5]

Subsurface conditions are shown on the Drawings. Submit a Work Plan as specified below. Notify the Contracting Officer within 24 hours, and before excavation, if contaminated material is discovered that has not been previously identified or if other discrepancies between data provided and actual field conditions are discovered. Backfill material is not

SECTION 02 61 13 Page 3Am #0005

[*Am-5] The Washrack site requires borrow material with requirement as defined in Section 31 00 00 EARTHWORK. According to the Summary Memorandum, all onsite soils are reusable from an environmental standpoint. In addition, onsite soils are considered satisfactory for reuse as compacted fill and general fill as outlined in Section 31 00 00 EARTHWORK. In the event that unsuitable and contaminated soils with detection levels above the limits cited in the Summary Memorandum are encountered (Category 3 Soil), refer to 00 10 00-3 CONTRACT LINE ITEM PRICING SCHEDULE and bid options for additional unforeseen remediation and disposal of contaminated soil. The Contractor shall follow Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS for all that quantity of unsuitable and contaminated soils to be removed from the site. [**Am-5] available on the site. Groundwater is approximately 20 feet below pre-excavation ground surface. Required sampling and chemical analysis shall be conducted in accordance with the Summary Memorandum, disposal facility requirements, and all Federal, State, and local requirements.

1.2.1 Scheduling

Notify the Contracting Officer 30 calendar days prior to the start of excavation of contaminated material. The Contractor shall be responsible for contacting regulatory agencies in accordance with the applicable reporting requirements.

1.2.2 Work Plan

Submit a Work Plan within 30 calendar days after notice to proceed. No work at the site, with the exception of site inspections and surveys, shall be performed until the Work Plan is approved. Allow 30 calendar days in the schedule for the Government's review. No adjustment for time or money will be made if resubmittals of the Work Plan are required due to deficiencies in the plan. At a minimum, the Work Plan shall include:

a. Schedule of activities.

b. Method of excavation and equipment to be used.

c. Shoring or side-wall slopes proposed.

d. Dewatering plan.

e. Storage methods and locations for liquid and solid contaminated material.

f. Borrow sources and haul routes.

g. Decontamination procedures.

h. Spill contingency plan.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Waste Management Plan

Will require approval from Hazardous Waste Program Manager (HWPM)

Hazardous Waste Management Plan

Will require approval from HWPM

Work Plan; G

Closure Report; G

SD-06 Test Reports

SECTION 02 61 13 Page 4Am #0005

Backfill

Confirmation Sampling and Analysis

Sampling of Stored Material; G

Treatment and/or Sampling; G

Compaction

1.4 REGULATORY REQUIREMENTS

1.4.1 Permits and Licenses

Obtain required federal, state, and local permits for excavation, storage, and discharge/disposal of contaminated material as needed. Permits shall be obtained at no additional cost to the Government.

Disposal of and handling of contaminated material needs to be included in the Waste Management Plan that will be required to be approved by the installation Yes.HWPM. Any storage of contaminated material would need to be approved by 28 CES/CEIE. Storage of contaminated material will require State approval, which would be addressed by 28 CES/CEIE.

The Ellsworth AFB HWPM will determine sampling requirements for all necessary hazardous constituents that may be present in the waste. The contractor shall properly sample all wastes, in accordance with EPA SW-846, suspected to be hazardous wastes as defined by the Resource Conservation and Recovery Act (RCRA).

1.4.2 Air Emissions

Air emissions shall be monitored and controlled in accordance with Section

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.

PART 2 PRODUCTS

2.1 SPILL RESPONSE MATERIALS

Provide appropriate spill response materials including, but not limited to the following: Containers, adsorbents, shovels, and personal protective equipment. Spill response materials shall be available at all times when contaminated materials/wastes are being handled or transported. Spill response materials shall be compatible with the type of materials and contaminants being handled.

2.2 BACKFILL

Backfill material shall be obtained from offsite sources approved by the Contracting Officer. Backfill shall be classified in accordance with Section 31 00 00 EARTHWORK.

PART 3 EXECUTION

3.1 EXISTING STRUCTURES AND UTILITIES

No excavation shall be performed until site utilities have been field located. Take the necessary precautions to ensure no damage occurs to

SECTION 02 61 13 Page 5Am #0005 existing structures and utilities. Damage to existing structures and utilities resulting from the Contractor's operations shall be repaired at no additional cost to the Government. Utilities encountered that were not previously shown or otherwise located shall not be disturbed without approval from the Contracting Officer.

3.2 CLEARING

Clearing shall be performed to the limits shown on the drawings.

3.3 CONTAMINATED MATERIAL REMOVAL

3.3.1 Excavation

Areas of contamination shall be excavated to the depth and extent shown on the drawings and shall not exceed beyond the depth and extent shown on the drawings unless directed by the Contracting Officer. Excavation shall be performed in a manner that will limit spills and the potential for the mixing of (1) contaminated material with uncontaminated material and (2) materials of varying reuse categories as defined in the Summary Memorandum. An excavation log describing visible signs of contamination encountered shall be maintained for each area of excavation. Excavation logs shall be prepared in accordance with ASTM D5434.

3.3.2 Shoring

If workers must enter the excavation, it shall be evaluated, shored, sloped or braced as required by EM 385-1-1 and 29 CFR 1926.650.

3.3.3 Dewatering

Surface water shall be diverted to prevent entry into the excavation.

Dewatering shall be limited to that necessary to assure adequate access, a safe excavation, prevent the spread of contamination, and to ensure that compaction requirements can be met. No dewatering shall be performed without prior approval of the Contracting Officer.

3.4 CONFIRMATION SAMPLING AND ANALYSIS

28 CES/CEIE and the Contracting Officer shall be present to inspect the removal of contaminated material from each site. Any material taken off site shall be segregated based on reuse category, stockpiled and sampled for the parameters listed in the Summary Memorandum prior to being transported off site. Stockpile sample results shall be compared to applicable screening values before the material is transported off site to confirm the soil meets the definition of its initial reuse category, disposal criteria, and all State and Federal regulations applicable to its disposal and/or reuse, as appropriate. After all material suspected of being contaminated has been removed, the excavation shall be examined for evidence of contamination. If the excavation appears to be free of contamination, field analysis shall be used to determine the presence/absence of contamination using a real time vapor monitoring instrument as well as visual and other olfactory methods (sheen, petroleum product, stained soils, and chemical and petroleum odors). Excavation of additional material shall be as directed by 28 CES/CEIE and the Contracting Officer. After all suspected contaminated material is removed, confirmation samples shall be collected and analyzed for the contaminants of concern. Confirmation sampling will be conducted under the direction of 28 CES/CEIE and the Contracting Officer.

SECTION 02 61 13 Page 6Am #0005

Samples shall be collected at a frequency of one per 100 square yards from the bottom and each of the side walls or as directed by the Contracting Officer. A minimum of one sample shall be collected from the bottom and each side wall of the excavation. Based on test results, propose any additional excavation which may be required to remove material which is contaminated above action levels. Additional excavation shall be subject to approval by the Contracting Officer. Locations of samples shall be marked in the field and documented on the as-built drawings.

3.5 MATERIAL STORAGE

Material shall be placed in temporary storage immediately after excavation. Any storage of contaminated material would need to be approved by 28 CES/CEIE. Storage of contaminated material will require State approval, which would be addressed by 28 CES/CEIE. The following paragraphs describe methods of material storage that may be necessary.

Storage units shall be in good condition and constructed of materials that are compatible with the material or liquid to be stored. If multiple storage units are required, each unit shall be clearly labeled with an identification number and a written log shall be kept to track the source of contaminated material in each temporary storage unit.

3.5.1 Stockpiles

Stockpiles shall be constructed to isolate stored contaminated material from the environment. During construction activities, soil that will not be reused on site must be stockpiled in accordance with Administrative Rules South Dakota (ARSD) 74:56:05:21. Stockpiled soil will be segregated based on category and sampled to confirm it meets their initial classification prior to transportation offsite. For more information regarding the categorization, contaminants of concern, and preliminary sampling requirements, see the Summary Memorandum and Part 3.6 below.

Stockpiles shall be constructed to include:

a. A chemically resistant geomembrane liner free of holes and other damage. Non-reinforced geomembrane liners shall have a minimum thickness of 20 mils. Scrim reinforced geomembrane liners shall have a minimum weight of 40 lbs/1,000 square feet. The ground surface on which the geomembrane is to be placed shall be free of rocks greater than 0.5 inches in diameter and any other object which could damage the membrane. Pavement may be used as the liner system.

b. Geomembrane cover free of holes or other damage to prevent precipitation from entering the stockpile. Non-reinforced geomembrane covers shall have a minimum thickness of 10 mils. Scrim reinforced geomembrane covers shall have a minimum weight of 26 lbs/1,000 square feet. The cover material shall be extended over the berms and anchored or ballasted to prevent it from being removed or damaged by wind.

c. Berms surrounding the stockpile shall be a minimum of 12 inches in height. Vehicle access points shall also be bermed.

d. The liner system shall be sloped to allow collection of leachate.

Storage and removal of liquid which collects in the stockpile, in accordance with paragraph Liquid Storage.

SECTION 02 61 13 Page 7Am #0005

3.5.2 Roll-Off Units

Roll-off units used to temporarily store contaminated material shall be water tight. A cover shall be placed over the units to prevent precipitation from contacting the stored material. The units shall be located as shown on the drawings. Liquid which collects inside the units shall be removed and stored in accordance with paragraph Liquid Storage.

3.5.3 Liquid Storage

Liquid collected from excavations and stockpiles shall be temporarily stored in 55-gallon or 500-gallon tanks, as appropriate. Liquid storage containers shall be water-tight and shall be located as indicated in the Drawings. Liquid will be stored on-site no longer than 90 days.

3.6 SAMPLING

The Ellsworth AFB HWPM will determine sampling requirements for all necessary hazardous constituents that may be present in the waste. The contractor shall properly sample all wastes, in accordance with EPA SW-846, suspected to be hazardous wastes as defined by the RCRA.

3.6.1 Sampling of Stored Material

Stockpiled soil that has been segregated based on anticipated category shall be sampled to confirm it meets its initial classification prior to transportation off site. For more information regarding the categorization, contaminants of concern, and sampling requirements, see the Summary Memorandum.

Stored material with contaminant levels that exceed the action levels shall be disposed off site in accordance with Section 01 57 19, and Section 02 81 00, the installation HWMP, the waste management procedures as described in the Contractor’s Waste Management Plan, and all applicable federal, state, and local regulations. Analyses for contaminated material to be taken to an offsite treatment facility shall conform to local, State, and Federal criteria, as well as to the requirements of the disposal facility.

Documentation of all analyses performed shall be furnished to 28 CES/CEIE and the Contracting Officer. Additional sampling and analyses required by the installation HWPM or approved offsite treatment, storage or disposal (TSD) facility shall be the responsibility of the Contractor and shall be performed at no additional cost to the Government.

3.6.2 Sampling Liquid

The Ellsworth AFB HWPM will determine sampling requirements for all necessary hazardous constituents that may be present in the waste. The Contractor shall properly sample all wastes, in accordance with EPA SW-846, suspected to be hazardous wastes as defined by the RCRA.

Liquid collected from excavations, storage areas, and/or decontamination facilities shall be sampled at a frequency of once for every 500 gal of liquid collected.

Liquid with contaminant levels that exceed action levels shall be treated off site in accordance with Section 01 57 19, Section 02 81 00, the installation HWMP, the waste management procedures as described in the

SECTION 02 61 13 Page 8Am #0005

Contractor’s Waste Management Plan, and all applicable federal, state, and local regulations. Analyses for contaminated liquid to be taken to an offsite treatment facility shall conform to local, state, and federal criteria as well as to the requirements of the treatment facility.

Documentation of all treatment and/or sampling performed shall be furnished to 28 CES/CEIE and the Contracting Officer. Additional sampling and analysis required by the installation HWPM or approved offsite TSD facility receiving the material shall be the responsibility of the Contractor and shall be performed at no additional cost to the Government.

3.7 SPILLS

In the event of a spill or release of a hazardous substance (as designated in 40 CFR 302), pollutant, contaminant, or oil (as governed by the Oil Pollution Act (OPA), 33 U.S.C. 2701 et seq.), notify 28 CES/CEIE and the Contracting Officer immediately. If the spill exceeds the reporting threshold, follow the pre-established procedures as described in the Base Wide Contingency Plan for immediate reporting and containment. Immediate containment actions shall be taken to minimize the effect of any spill or leak. Cleanup shall be in accordance with applicable federal, state, and local regulations. As directed by 28 CES/CEIE and the Contracting Officer, additional sampling and testing shall be performed to verify spills have been cleaned up. Spill cleanup and testing shall be done at no additional cost to the Government.

3.8 BACKFILLING

See Section 31 00 00 EARTHWORK.

3.9 DISPOSAL REQUIREMENTS

Off-site disposal of contaminated material shall be in accordance with Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS.

3.10 CLOSURE REPORT

Submit six copies of a Closure Report within 14 calendar days of completing work at the site. The report shall be labeled with the contract number, project name, location, date, name of general Contractor, and the Corps of Engineers District contracting for the work. The Closure Report shall include the following information as a minimum:

a. A cover letter signed by a responsible company official certifying that all services involved have been performed in accordance with the terms and conditions of the contract documents and regulatory requirements.

b. A narrative report including, but not limited to, the following:

(1) Site conditions, description of work conducted, groundwater elevation (if encountered), and cleanup criteria;

(2) Excavation logs;

(3) Field screening readings;

(4) Quantity of materials excavated and transported off site for disposal;

SECTION 02 61 13 Page 9Am #0005

(5) Quantity of water/product removed during dewatering;

(6) Sampling locations and sampling methods, if applicable;

(7) Sample collection data such as time of collection and method of preservation, if applicable;

(8) Sample chain-of-custody forms, if applicable; and

(9) Source of backfill.

c. Copies of all chemical and physical test results.

d. Copies of all manifests and land disposal restriction notifications.

e. Copies of all certifications of final disposal signed by the responsible disposal facility official.

f. Waste profile sheets.

g. Scale drawings showing limits of each excavation, limits of contamination, known underground utilities within 50 feet of excavation, sample locations, and sample identification numbers.

On-site stockpile, storage, treatment, loading, and disposal areas shall also be shown on the drawings.

h. Other field documentation;

i. Progress Photographs. Color photographs shall be used to document progress of the work. A minimum of four views of the site showing the location of the area of contamination, entrance/exit road, and any other notable site conditions shall be taken before work begins.

After work has been started, activities at each work location shall be photographically recorded daily. Photographs shall be a minimum of 3 by 5 inches and shall include:

(1) Soil removal and sampling.

(2) Dewatering operations.

(3) Unanticipated events such as spills and the discovery of additional contaminated material.

(4) Contaminated material/water storage, handling, treatment, and transport.

(5) Site or task-specific employee respiratory and personal protection.

(6) Fill placement and grading.

(7) Post-construction photographs. After completion of work at each site, take a minimum of four views of each excavation site.

A digital version of all photos shown in the report shall be included with the Closure Report. Photographs shall be a minimum of 3 inches by 5 inches and shall be mounted back-to-back in double face plastic sleeves punched to fit standard three ring binders. Each print shall have an information box attached. The box shall be typewritten and arranged as follows:

SECTION 02 61 13 Page 10Am #0005

Project Name: Direction of View:

Location: Date/Time:

Photograph No.: Description of View:

-- End of Section --

SECTION 02 61 13 Page 11Am #0005

DIVISION 08 - OPENINGS

SECTION 08 34 16.10

STEEL SLIDING HANGAR DOORS

05/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUSTAINABILITY REQUIREMENTS

1.3 SUBMITTALS

1.4 DESIGN REQUIREMENTS

1.4.1 Door Design and Components

1.4.1.1 Steel Door Components

1.4.2 Loads

1.4.2.1 Wind Loads

1.4.3 Deflections

1.4.4 Connections

1.4.5 Cold-Formed Steel Members

1.5 QUALITY ASSURANCE

1.5.1 Manufacturer's Qualifications

1.5.2 Installer's Qualifications

1.5.3 Warranty

1.6 DELIVERY, STORAGE, AND HANDLING

1.7 DOOR SEALS

PART 2 PRODUCTS

2.1 HANGAR DOORS

2.1.1 Structural Steel

2.1.2 Formed Steel

2.1.3 Galvanized Steel

2.1.4 Sheet Steel

2.1.5 Galvanized Sheet Steel

2.1.6 Exterior Sliding Hangar Doors

2.1.6.1 Covering For Exterior Side of Exterior Sliding Hangar Doors

2.1.6.2 Covering For Interior Side of Exterior Sliding Hangar Doors

2.1.7 Hardware

2.1.7.1 Wheel Assemblies

2.1.7.2 Vertical Floating Head Top Guide Rollers

2.1.8 Personnel Doors

2.1.8.1 Doors and Frames

2.1.8.2 Hardware for Personnel Doors

2.1.8.3 Electrical Interlock

2.1.9 Weather Stripping

2.1.9.1 Neoprene

2.1.9.2 Metallic

2.1.9.3 Floating Head Flashing

2.1.10 Fasteners

2.1.11 Sealant

2.1.12 Primer

2.1.13 Motor Control System

SECTION 08 34 16.10 Page 1Am #0005

2.1.14 Electrical

2.2 FABRICATION

2.2.1 Doors

2.2.1.1 Frames and Framing

2.2.1.2 Exterior Covering and Interior Liner Sheets

2.2.2 Locking Devices

2.2.3 Tractor Pulls

2.2.4 Track Cleaners

2.2.5 Door Seals

2.2.6 Cable System for Group Doors

2.3 OPERATION

2.3.1 Hangar Door Types

2.3.1.1 Anchored Group Doors

2.3.2 Operating Units

2.3.3 Braking Systems

2.3.4 Controls

2.3.4.1 Push Buttons for Anchored Group Doors

2.3.4.2 Emergency Access Control

2.3.5 Limit Switches

2.3.5.1 Lever Arm Type Limit Switches

2.3.6 Safety Edges

2.3.6.1 Electrical Safety Edges

2.3.7 Warning Device

2.3.8 Emergency Operation

2.3.9 Lighting

2.3.10 Electrical Work

2.3.10.1 Door Power Feed

2.3.10.2 Electrical Cables

2.4 FINISHES

2.4.1 Ferrous Metal

2.5 SIGNAGE

PART 3 EXECUTION

3.1 CLEANING AND SHOP PAINTING

3.1.1 Cleaning

3.1.2 Shop Painting

3.2 ERECTION

3.3 FIELD INSPECTION AND TESTS

3.3.1 Inspection General

3.3.2 Manufacturer's Field Engineer

3.3.3 Operation

3.3.4 Tests

3.3.5 Corrections

3.4 PERSONNEL EQUIPMENT SYSTEMS ORIENTATION

SECTION 08 34 16.10 Page 2Am #0005

SECTION 08 34 16.10

STEEL SLIDING HANGAR DOORS

05/17

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.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A1008/A1008M (2018) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A1011/A1011M (2018a) Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, SECTION 08 34 16.10 Page 3Am #0005

High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM D740 (2011) Methyl Ethyl Ketone

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 1 (2000; R 2015) Standard for Industrial Control and Systems: General Requirements

NEMA ICS 2 (2000; R 2005; Errata 2008) Industrial Control and Systems Controllers, Contactors, and Overload Relays Rated 600 V

NEMA ICS 6 (1993; R 2016) Industrial Control and Systems: Enclosures

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 220 (2018) Standard on Types of Building Construction

NFPA 409 (2016; ERTA 2016) Standard on…