Am-0004_W9128F21R0079.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

W9128F

B-21: FORMAL TRAINING UNIT/AMU (FTU), PN FXBM1093477, FY22, ELLSWORTH AFB, SOUTH DAKOTA

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of Volume II proposals is 6 DEC 2021 at 1400 hours CST

Government Point of Contact: Katherine Fisher, Contract Specialist, Katherine.K.Fisher@usace.army.mil

U.S.ARMY CORPS OF ENGINEERS, OMAHA

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

See Item 6

W9128F21R0079

11/18/2021

08/24/2021

11/18/2021

Am #0004 - 1

Am #0004 - 2 (Continuation SF 30)

18 NOV 2021

Solicitation No. W9128F 21 R 0079

Date of Issue: 24 AUG 2021 Date of Receiving Volume II Proposal: 6 DEC 2021

SUBJECT: Amendment No. 0004 to Request for Proposal Solicitation Package for Construction of B-21: FORMAL TRAINING UNIT/AMU (FTU), PN FXBM1093477.

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 “6 DEC 2021”.

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 00 CLIN

02 61 13 02 61 13 08 14 00 08 14 00 11 40 00 11 40 00 27 10 00 27 10 00 ** 32 31 13 (new section added)

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 II:

(1) Sheet G-101, LAYDOWN AND STAGING AREA PLAN

(2) Sheet GC101, CONSTRUCTION SAFETY PHASING PLAN - PHASE 1

(3) Sheet GC102, CONSTRUCTION SAFETY PHASING PLAN - PHASE 2

(4) Sheet C-002, GENERAL CIVIL NOTES

(5) Sheet CD100, OVERALL DEMOLITION PLAN

(6) Sheet CD101, DEMOLITION PLAN

(7) Sheet CD102, DEMOLITION PLAN

(8) Sheet CS100, OVERALL SITE PLAN

(9) Sheet CS101, SITE PLAN

(10) Sheet CS102, SITE PLAN

(11) Sheet CP100, OVERALL JOINT LAYOUT PLAN

Am #0004 - 3

(12) Sheet CP101, JOINT LAYOUT PLAN

(13) Sheet CP102, JOINT LAYOUT PLAN

(14) Sheet CG100, OVERALL GRADING AND DRAINAGE PLAN

(15) Sheet CG101, GRADING AND DRAINAGE PLAN

(16) Sheet CG102, GRADING AND DRAINAGE PLAN

(17) Sheet CJ100, OVERALL JOINT SPOT ELEVATION PLAN

(18) Sheet CJ101, JOINT SPOT ELEVATION PLAN

(19) Sheet CJ102, JOINT SPOT ELEVATION PLAN

(20) Sheet CE100, OVERALL EROSION CONTROL PLAN

(21) Sheet CE101, EROSION CONTROL PLAN

(22) Sheet CE102, EROSION CONTROL PLAN

(23) Sheet CU100, OVERALL UTILITY PLAN

(24) Sheet CU101, UTILITY PLAN

(25) Sheet CU102, UTILITY PLAN

(26) Sheet ED101, ELECTRICAL DEMOLITION PLAN 1

(27) Sheet ES101, ELECTRICAL SITE PLAN 1

(28) Sheet ES102, ELECTRICAL SITE PLAN 2

(29) Sheet ES103, ELECTRICAL SITE PLAN 3

(30) Sheet ES504, ELECTRICAL SITE DETAILS

(31) Sheet ES601, ELECTRICAL SITE POWER ONE-LINE

(32) Sheet AE104, FIRST FLOOR PLAN - AREA B

VOLUME II OF II:

(1) Sheet EL101, ELECTRICAL LIGHTING FIRST FLOOR PLAN - AREA A

(2) Sheet EL102, ELECTRICAL LIGHTING FIRST FLOOR PLAN - AREA B

(3) Sheet EL103, ELECTRICAL LIGHTING FIRST FLOOR PLAN - AREA C

(4) Sheet EL104, ELECTRICAL LIGHTING FIRST FLOOR AND SECOND

FLOOR PLANS - AREA D

(5) Sheet EL105, ELECTRICAL LIGHTING SECOND FLOOR PLAN - AREA A

(6) Sheet EL106, ELECTRICAL LIGHTING SECOND FLOOR PLAN - AREA B

(7) Sheet EL107, ELECTRICAL LIGHTING SECOND FLOOR PLAN - AREA C

(8) Sheet EP101, ELECTRICAL POWER FIRST FLOOR PLAN - AREA A

(9) Sheet EP105, ELECTRICAL POWER SECOND FLOOR PLAN - AREA A

(10) Sheet EP106, ELECTRICAL POWER SECOND FLOOR PLAN - AREA B

(11) Sheet EP403, ELECTRICAL POWER ENLARGED PLANS

(12) Sheet EP404, ELECTRICAL POWER ENLARGED PLANS

(13) Sheet EP406, ELECTRICAL POWER ENLARGED PLANS

(14) Sheet EP604, MECHANICAL EQUIPMENT CONNECTION SCHEDULE

(15) Sheet EP605, MECHANICAL EQUIPMENT CONNECTION SCHEDULE

Am #0004 - 4

(16) Sheet EP606, KITCHEN EQUIPMENT CONNECTION SCHEDULE

(17) Sheet EP607, KITCHEN EQUIPMENT CONNECTION SCHEDULE

(18) Sheet EP609, ELECTRICAL POWER PANEL SCHEDULES

(19) Sheet EP610, ELECTRICAL POWER PANEL SCHEDULES

(20) Sheet EP611, ELECTRICAL POWER PANEL SCHEDULES

(21) Sheet EP612, ELECTRICAL POWER PANEL SCHEDULES

(22) Sheet EP613, ELECTRICAL POWER PANEL SCHEDULES

(23) Sheet T-101, TELECOMMUNICATIONS FIRST FLOOR PLAN - AREA A

(24) Sheet T-102, TELECOMMUNICATIONS FIRST FLOOR PLAN - AREA B

(25) Sheet T-103, TELECOMMUNICATIONS FIRST FLOOR PLAN - AREA C

(26) Sheet T-104, TELECOMMUNICATIONS FIRST FLOOR AND SECOND

FLOOR PLANS - AREA D

(27) Sheet T-105, TELECOMMUNICATIONS SECOND FLOOR PLAN - AREA A

(28) Sheet T-106, TELECOMMUNICATIONS SECOND FLOOR PLAN - AREA B

(29) Sheet T-107, TELECOMMUNICATIONS SECOND FLOOR PLAN - AREA C

(30) Sheet T-401, TELECOMMUNICATIONS FIRST FLOOR ENLARGED PLANS

(31) Sheet T-504, TELECOMMUNICATIONS SYSTEM GROUNDING RISER

DIAGRAM

(32) Sheet T-601, TELECOMMUNICATIONS MAIN RISER DIAGRAM RM 1022

(33) Sheet T-602, TELECOMMUNICATIONS RISER DIAGRAM RM 1021

(34) Sheet T-603, TELECOMMUNICATIONS RISER DIAGRAM RM 1048

(35) Sheet T-604, TELECOMMUNICATIONS RISER DIAGRAM RM 1084

(36) Sheet T-605, TELECOMMUNICATIONS RISER DIAGRAM RM 2009

(37) Sheet T-606, TELECOMMUNICATIONS RISER DIAGRAM RM 2046

(38) Sheet T-607, TELECOMMUNICATIONS RISER DIAGRAM RM 2070

(39) Sheet T-608, TELECOMMUNICATIONS OSP RISER DIAGRAM

(40) Sheet AV101A, FIRST FLOOR PLAN A - AV DEVICE LAYOUT

(41) Sheet AV101B, 1ST FLOOR PART PLAN B - AV DEVICE LAYOUT

(42) Sheet AV101D, 1ST FLOOR PART PLAN D - AV DEVICE LAYOUT

(43) Sheet AV102A, 2ND FLOOR PART PLAN A - AV DEVICE LAYOUT

(44) Sheet AV102B, 2ND FLOOR PART PLAN B - AV DEVICE LAYOUT

(45) Sheet AV102C, 2ND FLOOR PART PLAN C - AV DEVICE LAYOUT

(46) Sheet AV102D, 2ND FLOOR PART PLAN D - AV DEVICE LAYOUT

(47) Sheet AV201A, 1ST FLOOR PART RCP A - AV DEVICE LAYOUT

(48) Sheet AV201B, 1ST FLOOR PART RCP B - AV DEVICE LAYOUT

(49) Sheet AV201D, 1ST FLOOR PART RCP D - AV DEVICE LAYOUT

(50) Sheet AV202A, 2ND FLOOR PART RCP A - AV DEVICE LAYOUT

(51) Sheet AV202B, 2ND FLOOR PART RCP B - AV DEVICE LAYOUT

(52) Sheet AV202C, 2ND FLOOR PART RCP C - AV DEVICE LAYOUT

Am #0004 - 5

(53) Sheet AV301, AV BACKBOX & INFRASTRUCTURE DETAILS

(54) Sheet AV303, AV RISER DIAGRAMS

(55) Sheet AV303A, AV RISER DIAGRAMS

(56) Sheet AV308, AV RISER DIAGRAMS

(57) Sheet AV403, AV SIGNAL FLOW DIAGRAMS

(58) Sheet AV405, AV SIGNAL FLOW DIAGRAMS

(59) Sheet AV406, AV SIGNAL FLOW DIAGRAMS

(60) Sheet AV409, AV SIGNAL FLOW DIAGRAMS

(61) Sheet AV410, AV SIGNAL FLOW DIAGRAMS

(62) Sheet AV412, AV SIGNAL FLOW DIAGRAMS

(63) Sheet AV428, AV SIGNAL FLOW DIAGRAMS

(64) Sheet AV429, AV SIGNAL FLOW DIAGRAMS

(65) Sheet AV430, AV SIGNAL FLOW DIAGRAMS

(66) Sheet AV431, AV SIGNAL FLOW DIAGRAMS

(67) Sheet AV432, AV SIGNAL FLOW DIAGRAMS

(68) Sheet AV433, AV SIGNAL FLOW DIAGRAMS

(69) Sheet AV434, AV SIGNAL FLOW DIAGRAMS

(70) Sheet AV437, AV SIGNAL FLOW DIAGRAMS

(71) Sheet AV439, AV SIGNAL FLOW DIAGRAMS

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

3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.

4. Offers will be received until 2:00 p.m. CST on 6 DEC 2021.

Attachments:

CAD_BIM File Download Instructions and Disclaimer – FOR INFORMATION ONLY Specifications listed in 1.b., above Drawings listed in 1.c., above (Volumes I and II, each provided under separate cover)

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

18 NOV 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 2F9DFH‐S5AH5W. 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 #0004 CAD_BIM File Download Instructions and Disclaimer

FOR INFORMATION ONLY

This page was intentionally left blank for duplex printing.

CLIN SCHEDULE 00 10 00 – 3 W9128F21R0079

Am #0004

CONTRACT LINE ITEM (CLIN) PRICING SCHEDULE

ITEM

NO.

DESCRIPTION EST

QTY

UNIT UNIT

PRICE

AMOUNT

BASIC ITEMS

Entire work complete for Construction of the B-21 Formal Training Unit/AMU (FTU), 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)

Job

XXX

Sitework, Utilities, and Pavements from five-foot line to the limits of construction of the B-21 Formal Training Unit/AMU (FTU), including all required demolition, excluding items listed separately below.

(MILCON)

Entire work complete for Cybersecurity documentation and alterations to commercial equipment, devices, firmware, and software to satisfy cybersecurity requirements as described in this Contract), excluding Cybersecurity items separately listed below. (MILCON)

TOTAL BASIC AMOUNT $_____________________________

OPTION ITEMS

[Option] the FTU off-site/overflow parking lot.

(MILCON)

Entire work complete for Procurement and Installation of raised-access flooring in FTU server room(s). (O&M)

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

CLIN SCHEDULE 00 10 00 – 4 W9128F21R0079

Entire work complete for Procurement, Installation, Commissioning, and Cybersecurity of Intrusion Detection System (IDS), Closed-Circuit Television (CCTV) system and Access Control System (ACS). (O&M)

Entire work complete for Procurement Installation, Commissioning, and Cybersecurity of audio-visual (A/V) system equipment and devices. (O&M)

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

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

(O&M)

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

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

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 0004-0008 within 640 days of Notice to Proceed and Option Items 0009-0012 within 365 days of Notice to Proceed. Abbreviations: Operations and Maintenance (O&M), Military Construction (MILCON)

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

CLIN SCHEDULE 00 10 00 – 5 W9128F21R0079

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 800 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 – 6 W9128F21R0079

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”.

B-21-Formal Training Unit/AMU (FTU) , Ellsworth AFB, SD EL96

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 61 13

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02/10, CHG 1: 02/21

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 #0004

SECTION 02 61 13

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02/10, CHG 1: 02/21

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 1926.651 Specific Excavation Requirements

40 CFR 302 Designation, Reportable Quantities, and Notification

1.2 DESCRIPTION OF WORK

[*Am-4] The project constructs a standalone Formal Training Unit/AMU (FTU) facility that supports the B-21 long range bomber program. The facility is sited southwest of Bergstrom Drive and north of the airfield. The site is predominantly grassed with a couple of paved parking lots. The parking lots and many utilities will be removed to facilitate construction. The project includes associated utilities and pavements.

A Limited Site Investigation and Report was completed in September 2021, which can be found as an attachment to this specification. Onsite soils are classified into three categories:

a. Category 1 - Soil that can be reused without restriction (in general soil that did not have detections of PFAS or concentrations of PAHs, TPH, or VOCs above soil screening levels)

b. Category 2 - Soil that can reused with restrictions (in general soil that had detections of PFAS at concentrations below screening levels or TPH concentrations above the disposal criteria)

SECTION 02 61 13 Page 2Am #0004

[*Am-4] The project constructs a standalone Formal Training Unit/AMU (FTU) facility that supports the B-21 long range bomber program. The facility is sited southwest of Bergstrom Drive and north of the airfield. The site is predominantly grassed with a couple of paved parking lots. The parking lots and many utilities will be removed to facilitate construction. The project includes associated utilities and pavements.

AA Limited Site Investigation and Report was completed in September 2021, which can be found as an attachment to this specification. Onsite soils are classified into three categories:

a. Category 1 - Soil that can be reused without restriction (in general soil that did not have detections of PFAS or concentrations of PAHs, TPH, or VOCs above soil screening levels)

b. Category 2 - Soil that can reused with restrictions (in general soil that had detections of PFAS at concentrations below screening levels or TPH concentrations above the disposal criteria)

c. Category 3 - Soil that is required to be removed and disposed offsite (in general soil that had concentrations of constituents above soil screening levels)

The FTU site requires borrow material with requirement as defined in Specification 31 00 00 Earthwork. According to the Limited Site Investigation Report, all onsite soils are reusable from an environmental stand point. In addition, onsite soils are considered satisfactory for reuse as compacted fill and general fill as outlined in Specification 31 00 00 Earthwork. In the event that unsuitable and contaminated soils with detection levels above the limits cited in the Limited Site Investigation Report are encountered, refer to 00 10 00-3 CONTRACT LINE ITEM PRICING SCHEDULE and bid options for unforeseen remediation and disposal of contaminated soils. The Contractor shall follow Specification 02 61 13 Excavation and Handling of Contaminated Material and Specification 02 81 00 Transportation and Disposal of Hazardous Materials for all that quantity of unsuitable and contaminated soils to be removed from the site. Any excess soils from excavation that are not otherwise used on site shall be tested for the types of potential contamination outlined in the Limited Site Investigation Report and disposed of at an appropriate and legal Land Fill as directed by the COR or otherwise outlined in the Limited Site Investigation Report. [**Am-4]

1.2.1 Scheduling

[*Am-4] If contaminated soil is encountered, notify the Contracting Officer immediately and before any additional excavation. If contaminated soil is removed from the site thereafter, the Contractor shall be responsible for contacting regulatory agencies in accordance with the applicable reporting requirements. [**Am-4]

1.2.2 Work Plan

[*Am-4] If contaminated soil is encountered and will be removed, submit a Work Plan within 30 calendar days after written direction from the COR is provided. No contaminated excavations 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: [**Am-4]

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.

SECTION 02 61 13 Page 3Am #0004

c. Category 3 - Soil that is required to be removed and disposed offsite (in general soil that had concentrations of constituents above soil screening levels)

The FTU site requires borrow material with requirement as defined in Specification 31 00 00 Earthwork. According to the Limited Site Investigation Report, all onsite soils are reusable from an environmental stand point. In addition, onsite soils are considered satisfactory for reuse as compacted fill and general fill as outlined in Specification 31 00 00 Earthwork. In the event that unsuitable and contaminated soils with detection levels above the limits cited in the Limited Site Investigation Report are encountered, refer to 00 10 00-3 CONTRACT LINE ITEM PRICING SCHEDULE and bid options for unforeseen remediation and disposal of contaminated soils. The Contractor shall follow Specification 02 61 13 Excavation and Handling of Contaminated Material and Specification 02 81 00 Transportation and Disposal of Hazardous Materials for all that quantity of unsuitable and contaminated soils to be removed from the site. Any excess soils from excavation that are not otherwise used on site shall be tested for the types of potential contamination outlined in the Limited Site Investigation Report and disposed of at an appropriate and legal Land Fill as directed by the COR or otherwise outlined in the Limited Site Investigation Report. [**Am-4]

[*Am-4] If contaminated soil is encountered, notify the Contracting Officer immediately and before any additional excavation. If contaminated soil is removed from the site thereafter, the Contractor shall be responsible for contacting regulatory agencies in accordance with the applicable reporting requirements. [**Am-4]

[*Am-4] If contaminated soil is encountered and will be removed, submit a Work Plan within 30 calendar days after written direction from the COR is provided. No contaminated excavations 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: [**Am-4]

1.3 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

[*Am-4] <text deleted> [**Am-4]

SD-03 Product Data

Waste Management Plan

Will require approval from Hazardous Waste Program Manager (HWPM).

Hazardous Waste Management Plan

Will require approval from Hazardous Waste Program Manager (HWPM).

Work Plan; G

SD-06 Test Reports

[*Am-4] Backfill [**Am-4]

Confirmation Sampling And Analysis

Sampling Of Stored Material; G

Treatment and/or Sampling; G

Compaction

Closure Report; G

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 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.

SECTION 02 61 13 Page 4Am #0004

[*Am-4] <text deleted> [**Am-4]

[*Am-4] Backfill [**Am-4]

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 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 1926.651 section 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

SECTION 02 61 13 Page 5Am #0004 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 offsite shall be segregated based on reuse category, stockpiled and sampled for the parameters listed in the Summary Memorandum prior to being transported offsite. Stockpile sample results shall be compared to applicable screening values before the material is transported offsite 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 the 28 CES/CEIE and 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.

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

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.

Material shall be placed in temporary storage immediately after excavation. The following paragraphs describe acceptable methods of material storage. 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 onsite 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

SECTION 02 61 13 Page 6Am #0004 sampling requirements, see the Summary Memorandum and Part 2.6 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/1000 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, 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.

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

3.6.1 Sampling of Stored Material

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.

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

SECTION 02 61 13 Page 7Am #0004

Stored material with contaminant levels that exceed the action levels shall be disposed offsite. 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 offsite in accordance with Section 01 57 19, 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 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 to the extent required by the 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

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

SECTION 02 61 13 Page 8Am #0004

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, ground water elevation (if encountered), and cleanup criteria;

(2) excavation logs;

(3) field screening readings;

(4) quantity of materials excavated and tranported off site for disposal;

(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. 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:

SECTION 02 61 13 Page 9Am #0004

(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:

Project Name: Direction of View:

Location: Date/Time:

Photograph No.: Description of View:

-- End of Section --

SECTION 02 61 13 Page 10Am #0004

DIVISION 08 - OPENINGS

SECTION 08 14 00

WOOD DOORS

08/16

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CERTIFICATIONS

1.3.1 Certified Wood Grades

1.3.2 Certified Sustainably Harvested Wood

1.3.3 Indoor Air Quality Certification

1.3.3.1 Composite Wood, Wood Structural Panel and Agrifiber

Products

1.4 DELIVERY, STORAGE, AND HANDLING

1.5 WARRANTY

PART 2 PRODUCTS

2.1 DOORS

2.1.1 Flush Doors

2.1.1.1 Interior Flush Doors

2.1.2 Acoustical Doors

2.1.3 Fire Doors

2.2 ACCESSORIES

2.2.1 Door Louvers

2.2.2 Door Light Openings

2.2.3 Additional Hardware Reinforcement

2.3 FABRICATION

2.3.1 Marking

2.3.2 Quality and Construction

2.3.3 Preservative Treatment

2.3.4 Adhesives and Bonds

2.3.5 Prefitting

2.3.6 Finishes

2.3.6.1 Field [*Am-4] Staining

2.3.6.2 Color

2.3.7 Water-Resistant Sealer

2.4 SOURCE QUALITY CONTROL

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Fire and Smoke Doors

SECTION 08 14 00 Page 1Am #0004

SECTION 08 14 00

WOOD DOORS

08/16

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 in the text by the basic designation only.

AMERICAN FOREST FOUNDATION (AFF)

ATFS STANDARDS (2015) American Tree Farm System Standards of Sustainability 2015-2020

ASTM INTERNATIONAL (ASTM)

ASTM E90 (2009; R2016) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

ASTM E2226 (2015; R 2019b) Standard Practice for Application of Hose Stream

CALIFORNIA AIR RESOURCES BOARD (CARB)

CARB 93120 (2007) Airborne Toxic Control Measure (ATCM) to Reduce Formaldehyde Emissions from Composite Wood Products

CSA GROUP (CSA)

CSA Z809-08 (R2013) Sustainable Forest Management

FOREST STEWARDSHIP COUNCIL (FSC)

FSC STD 01 001 (2015) Principles and Criteria for Forest Stewardship

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2019) Standard for Fire Doors and Other Opening Protectives

NFPA 105 (2019) Standard for Smoke Door Assemblies and Other Opening Protectives

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

SECTION 08 14 00 Page 2Am #0004

PROGRAMME FOR ENDORSEMENT OF FOREST CERTIFICATION (PEFC)

PEFC ST 2002:2013 (2015) PEFC International Standard Chain of Custody of Forest Based Products Requirements

SUSTAINABLE FOREST INITIATIVE (SFI)

SFI 2015-2019 (2015) Standards, Rules for Label Use, Procedures and Guidance

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

40 CFR 770 Formaldehyde Standards for Composite Wood Products

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint May 2020) Fire Tests of Door Assemblies

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors

ANSI/WDMA I.S.6A (2013) Interior Architectural Stile and Rail Doors

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors; G, AE

Submit drawings or catalog data showing each type of door unit .

Indicate within drawings and data the door types and construction, sizes, thickness, methods of assembly, door louvers, and glazing.

SD-03 Product Data

Doors; G, AE

Recycled Content for Door Cores; S, AE

Accessories

Water-resistant Sealer

Sample Warranty

SECTION 08 14 00 Page 3Am #0004

Sound Transmission Class Rating; G, AE

Fire Resistance Rating; G, AE

SD-04 Samples

Doors

Prior to the delivery of wood doors, submit a sample section of each type of door which shows the stile, rail, veneer, finish, and core construction.

Door Finish Colors; G, RO

Submit a minimum of three color selection samples for selection by the Contracting Officer.

SD-06 Test Reports

Cycle-Slam

Hinge Loading Resistance

Submit cycle-slam test report for doors tested in accordance with ANSI/WDMA I.S.1A, and hinge loading resistance test report for doors tested in accordance with ANSI/WDMA I.S.6A.

SD-07 Certificates

Certificates of Grade

Certified Sustainably Harvested Flush Wood Doors; S, AE

Indoor Air Quality for Particleboard and Agrifiber Door Cores: S, AE

SD-11 Closeout Submittals

Warranty

1.3 CERTIFICATIONS

1.3.1 Certified Wood Grades

Provide certificates of grade from the grading agency on acoustical doors and fire doors.

1.3.2 Certified Sustainably Harvested Wood

Provide wood certified as sustainably harvested by FSC STD 01 001, ATFS STANDARDS, CSA Z809-08, SFI 2015-2019, or other third party program certified by PEFC ST 2002:2013. Provide a letter of Certification of Sustainably Harvested Wood signed by the wood supplier. Identify certifying organization and their third party program name and indicate compliance with chain-of-custody program requirements. Submit sustainable wood certification data; identify each certified product on a line item basis. Submit copies of invoices bearing certification numbers.

SECTION 08 14 00 Page 4Am #0004

1.3.3 Indoor Air Quality Certification

1.3.3.1 Composite Wood, Wood Structural Panel and Agrifiber Products

For purposes of this specification, composite wood and agrifiber products include particleboard, medium density fiberboard (MDF), wheatboard, strawboard, panel substrates, and door cores. Provide products certified to meet requirements of both 40 CFR 770 and CARB 93120. Provide current product certification documentation from certification body.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver doors to the site in an undamaged condition and protect against damage and dampness. Stack doors flat under cover. Support on blocking, a minimum of 4 inch thick, located at each end and at the midpoint of the door. Store doors in a well-ventilated building so that they will not be exposed to excessive moisture, heat, dryness, direct sunlight, or extreme changes of temperature and humidity. Do not store in a building under construction until concrete, masonry work, and plaster are dry. Replace defective or damaged doors with new ones.

1.5 WARRANTY

Warrant doors free of defects as set forth in the door manufacturer's standard door warranty.

PART 2 PRODUCTS

2.1 DOORS

Provide doors of the types, sizes, and designs indicated free of urea-formaldehyde resins.

2.1.1 Flush Doors

Conform to ANSI/WDMA I.S.1A for flush doors. Provide hollow core doors with lock blocks and 1 inch minimum thickness hinge stile. Hardwood stile edge bands of doors receives a natural finish, compatible with face veneer. Provide mill option for stile edge of doors scheduled to be painted. No visible finger joints will be accepted in stile edge bands.

When used, locate finger-joints under hardware. Provide certified sustainably harvested flush wood doors.

2.1.1.1 Interior Flush Doors

Provide agrifiber core, Type II flush doors conforming to ANSI/WDMA I.S.1A with faces of rift sliced white oak, premium grade . Door cores must have a minimum recycled content of 45 percent. Provide data identifying percentage of recycled content for door cores. Products must contain no added urea-formaldehyde resins.