Am-0005_W9128F21R0080.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: ADAL FLIGHT SIMULATOR FACILITY, PN FXBM1093407, FY22, ELLSWORTH AFB, SOUTH DAKOTA

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of Volume II proposals is 17 DEC 2021 at 1400 hours CDT

Government Point of Contact: Michele Renkema, Contract Specialist, Michele.A.Renkema@usace.army.mil

U.S.ARMY CORPS OF ENGINEERS, OMAHA

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

See Item 6

W9128F21R0080

11/30/2021

09/14/2021

11/30/2021

Am #0005 - 1

Am #0005 - 2 (Continuation SF 30)

30 NOV 2021

Solicitation No. W9128F 21 R 0080

Date of Issue: 14 SEP 2021 Date of Receiving Volume II Proposal: 17 DEC 2021

SUBJECT: Amendment No. 0005 to Request for Proposal Solicitation Package for Construction of B-21: ADAL FLIGHT SIMULATOR FACILITY, PN FXBM1093407.

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.) NONE

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 02 61 13 02 61 13 08 14 00 08 14 00 08 71 00 08 71 00 09 69 13 09 69 13

09 69 13AT1 09 69 13AT1 – FF&E PACKAGE RAISED ACCESS

FLOORING

10 28 13 10 28 13 10 44 16 10 44 16 12 24 13 ** (section deleted)

12 50 00.13 10AT1 12 50 00.13 10AT1 – FF&E PACKAGE

22 00 00 22 00 00 22 60 70 ** (section deleted)

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-002, VOLUME I DRAWING INDEX

(2) Sheet C-002, GENERAL CIVIL NOTES

(3) Sheet S-503, CONCRETE DETAILS - SHEET 3

(4) Sheet A-004, FIRST FLOOR AIR BARRIER PLAN

(5) Sheet A-005, SECOND FLOOR AIR BARRIER PLAN

(6) Sheet AE103, FIRST FLOOR PLAN - AREA A

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

(8) Sheet AE105, FIRST FLOOR PLAN - AREA C

(9) Sheet AE106, SECOND FLOOR - AREA C

(10) Sheet AE401, ENLARGED PLANS

Am #0005 - 3 (Continuation SF 30)

(11) Sheet AF601, ROOM FINISH SCHEDULE

(12) Sheet LS101, FIRST FLOOR LIFE SAFETY PLAN

(13) Sheet LS102, SECOND FLOOR LIFE SAFETY PLAN

VOLUME II OF II:

(1) Sheet M-402, MECHANICAL ENLARGED PLANS

(2) Sheet M-602, MECHANICAL SCHEDULES

(3) Sheet AV101A, 1ST FLOOR PART PLAN A - AV DEVICE LAYOUT

(4) Sheet AV101B, 1ST FLOOR PLART PLAN B - AV DEVICE LAYOUT

(5) Sheet AV101C, 1ST FLOOR PART PLAN C - AV DEVICE LAYOUT

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

(7) Sheet AV403, AV SIGNAL FLOW DIAGRAMS

(8) Sheet AV404, AV SIGNAL FLOW DIAGRAMS

(9) Sheet AV406, AV SIGNAL FLOW DIAGRAMS

(10) Sheet AV408, AV SIGNAL FLOW DIAGRAMS

(11) Sheet AV410, AV SIGNAL FLOW DIAGRAMS

(12) Sheet AV411, AV SIGNAL FLOW DIAGRAMS

(13) Sheet AV502, AV PLATE AND PANEL DETAILS

(14) Sheet AV601, AV RACK ELEVATION DETAILS

(15) Sheet AV602, AV RACK ELEVATION DETAILS

(16) Sheet AV603, AV RACK ELEVATION DETAILS

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 17 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

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

30 NOV 2021

nep/2160

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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 6IZ9FA‐AUZDTG. 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

Files have been uploaded to a ProjNet Plan Room. Due to file size limitations, civil files were grouped in several .zip files. When extracted, each set of extracted .zip files may all be placed in the same folder directory in order to preserve links/references.

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

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B-21-ADAL Flight Simulator Facility , Ellsworth AFB, SD EL95

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 #0005

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-5] The project constructs a standalone ADAL Flight Simulator (SIM) Facility that supports the B-21 long range bomber program. The facility is sited north of EP Howe and adjacent to the existing facility B8205. The expansion area is to the northeast into an existing asphalt parking lot.

The project includes an offsite parking lot and associated onsite utilities and pavements.

A Limited Site Investigation and Report was competed 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 #0005

[*Am-5] The project constructs a standalone ADAL Flight Simulator (SIM) Facility that supports the B-21 long range bomber program. The facility is sited north of EP Howe and adjacent to the existing facility B8205. The expansion area is to the northeast into an existing asphalt parking lot.

The project includes an offsite parking lot and associated onsite utilities and pavements.

AA Limited Site Investigation and Report was competed 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)

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-5]

1.2.1 Scheduling

[*Am-5 ]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-5]

1.2.2 Work Plan

[*Am-5] 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-5]

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 #0005

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)

AAccording 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-5]

[*Am-5 ]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-5]

[*Am-5] 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-5]

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:

SD-02 Shop Drawings

Surveys

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

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 #0005

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 #0005 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 #0005 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 #0005

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 andthe 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 #0005

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 #0005

(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 #0005

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-5] 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

-- End of Section Table of Contents --

SECTION 08 14 00 Page 1Am #0005

[*Am-5] Staining

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 #0005

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 #0005

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 #0005

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. Provide certification of indoor air quality for particleboard and agrifiber door cores.

2.1.2 Acoustical Doors

ANSI/WDMA I.S.1A, solid core, constructed to provide the Sound Transmission Class rating of indicated when tested in accordance with

ASTM E90.

SECTION 08 14 00 Page 5Am #0005

2.1.3 Fire Doors

Provide doors specified or indicated to have a fire resistance rating conforming to the requirements of UL 10B, ASTM E2226, or NFPA 252 for the class of door indicated. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.

2.2 ACCESSORIES

2.2.1 Door Louvers

Fabricate from wood and of sizes indicated. Provide louvers with a minimum of 35 percent free air. Equip louvers with sightproof inverted vee slat type. Mount louvers in the door with flush wood moldings.

2.2.2 Door Light Openings

Provide glazed openings with the manufacturer's standard wood moldings.

Provide moldings for doors to receive natural finish of the same wood species and color as the wood face veneers.

2.2.3 Additional Hardware Reinforcement

Provide the minimum lock blocks to secure the specified hardware. The measurement of top, bottom, and intermediate rail blocks are a minimum 125 mm 5 inch by full core width. Comply with the manufacturer's labeling requirements for reinforcement blocking, but not mineral material similar to the core.

2.3 FABRICATION

2.3.1 Marking

Stamp each door with a brand, stamp, or other identifying mark indicating quality and construction of the door.

2.3.2 Quality and Construction

Identify the standard on which the construction of the door was based and identify doors having a Type I glue bond.

2.3.3 Preservative Treatment

Treat doors scheduled for restrooms, janitor closets and other possible wet locations including exterior doors with a water-repellent preservative treatment and so marketed at the manufacturer's plant.

2.3.4 Adhesives and Bonds

ANSI/WDMA I.S.1A. Use Type I bond for exterior doors and Type II bond for interior doors. Provide a nonstaining adhesive on doors with a natural finish.

2.3.5 Prefitting

Provide factory prefitted doors for the specified hardware, door frame and door-swing indicated. Machine and size doors at the factory by the door manufacturer in accordance with the standards under which the doors are

SECTION 08 14 00 Page 6Am #0005 produced and manufactured. The work includes sizing, beveling edges, mortising, and drilling for hardware and providing necessary beaded openings for glass and louvers. Provide the door manufacturer with the necessary hardware samples, and frame and hardware schedules to coordinate the work.

2.3.6 Finishes

2.3.6.1 Field [*Am-5] Staining

Field stain doors in accordance with Section 09 90 00 PAINTS AND COATINGS.

[**Am-5]

2.3.6.2 Color

Provide door finish colors in accordance with Section 09 06 00 SCHEDULES

FOR FINISHES.

2.3.7 Water-Resistant Sealer

Provide manufacturer's standard water-resistant sealer compatible with the specified finishes.

2.4 SOURCE QUALITY CONTROL

Meet or exceed the following minimum performance criteria of stiles of "B" and "C" label fire doors utilizing standard mortise leaf hinges:

a. Cycle-slam: Extra Heavy Duty Doors: 1,000,000 cycles with no loose hinge screws or other visible signs of failure when tested in accordance with the requirements of ANSI/WDMA I.S.1A.

b. Hinge loading resistance: Averages of ten test samples not less than Extra Heavy Duty doors: 550 pounds force when tested for direct screw withdrawal in accordance with ANSI/WDMA I.S.6A using a No. 12, 1-1/4 inch long, steel, fully threaded wood screw. Drill 5/32 inch pilot hole, use 1-1/2 inch opening around screw for bearing surface, and engage screw full, except for last 1/8 inch. Do not use a steel plate to reinforce screw area.

PART 3 EXECUTION

3.1 INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 1/16 inch minimum, 1/8 inch maximum clearance at sides and top, and a 3/16 inch minimum, 1/4 inch maximum clearance over thresholds. Provide 3/8 inch minimum, 7/16 inch maximum clearance at bottom where no threshold occurs. Bevel edges of doors at the rate of 1/8 inch in 2 inch. Door warp must not exceed 1/4 inch when measured in accordance with

ANSI/WDMA I.S.1A.

SECTION 08 14 00 Page 7Am #0005

[*Am-5] Staining

Field stain doors in accordance with Section 09 90 00 PAINTS AND COATINGS.

[**Am-5]

3.1.1 Fire and Smoke Doors

Install fire doors in accordance with NFPA 80. Install smoke doors in accordance with NFPA 105. Do not paint over labels.

-- End of Section --

SECTION 08 14 00 Page 8Am #0005

DIVISION 08 - OPENINGS

SECTION 08 71 00

DOOR HARDWARE

02/16

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SHOP DRAWINGS

1.4 PRODUCT DATA

1.5 HARDWARE SCHEDULE

1.6 KEY BITTING CHART REQUIREMENTS

1.6.1 Requirements

1.7 QUALITY ASSURANCE

1.7.1 Hardware Manufacturers and Modifications

1.7.2 Key Shop Drawings Coordination Meeting

1.8 DELIVERY, STORAGE, AND HANDLING

1.9 WARRANTY

1.9.1 General Warranty

1.9.2 Warranty Period

1.9.3 Standard Warranty Period

1.9.4 Special Warranty Periods

1.9.5 Keying Conference

PART 2 PRODUCTS

2.1 TEMPLATE HARDWARE

2.2 HARDWARE FOR FIRE DOORS AND EXIT DOORS

2.3 HARDWARE ITEMS

2.3.1 Hinges

2.3.2 Continuous Hinges

2.3.3 Pivots

2.3.4 Power Transfer Devices

2.3.5 Door Operating Trim

2.3.6 Spring Hinges

2.3.7 Locks and Latches

2.3.7.1 Mortise Locks and Latches

2.3.7.2 Bored Locks and Latches

2.3.7.3 Auxiliary Locks

2.3.7.4 Combination Locks

2.3.7.5 Integrated Wiegand Output Multi-class Mortise Locks

2.3.7.5.1 Integraded Wiegand Output Multi-class Mortise Locks

2.3.7.5.2 Integrated Wiegand Output Multi-class Cylindrical Locks

2.3.8 Exit Devices

2.3.9 Exit Locks With Alarm

2.3.10 Cylinders and Cores

2.3.11 Push Button Mechanisms

2.3.12 Lock Trim

2.3.12.1 Lever Handles

2.3.13 Lock and Latch Strikes

SECTION 08 71 00 Page 1Am #0005

2.3.14 Conventional Exit Devices

2.3.14.1 General Requirements

2.3.14.2 Conventional Push Rail Exit Devices (Heavy Duty)

2.3.14.3 Tube Steel Removable Mullions

2.3.15 Electromechanical Conventional Exit Devices

2.3.16 Door Closers

2.3.16.1 Closer Arms

2.3.16.2 Closer Accessories

2.3.16.3 Door Closers, Surface Mounted (Heavy Duty)

2.3.16.4 Identification Marking

2.3.17 Overhead Holder and Stops

2.3.18 Closer Holder-Release Devices

2.3.19 Door Bolts

2.3.20 Door Protection Plates

2.3.20.1 Sizes of Armor Mop and Kick Plates

2.3.21 Door Stops and Silencers

2.3.22 Padlocks

2.3.23 Thresholds

2.3.24 Weatherstripping Gasketing

2.3.24.1 Extruded Aluminum Retainers

2.3.24.2 Interlocking Type

2.3.24.3 Spring Tension Type

2.3.25 Soundproofing Gasketing

2.3.25.1 Smoke Labeled Gasketing

2.3.25.2 Fire Labeled Gasketing

2.3.26 Rain Drips

2.3.26.1 Door Rain Drips

2.3.26.2 Overhead Rain Drips

2.3.27 Auxiliary Hardware (Other than locks)

2.3.28 Sliding and Folding Door Hardware

2.3.29 Special Tools

2.3.30 High Security Industrial/Government Key Box (Knox Box)

2.4 FASTENERS

2.5 FINISHES

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Weatherstripping Installation

3.1.1.1 Stop Applied Weatherstripping

3.1.1.2 Interlocking Type Weatherstripping

3.1.1.3 Spring Tension Type Weatherstripping

3.1.2 Sound-Rated Gasketing Installation

3.1.3 Threshold Installation

3.2 FIRE DOORS AND EXIT DOORS

3.3 HARDWARE LOCATIONS

3.4 FIELD QUALITY CONTROL

3.5 HARDWARE SETS

-- End of Section Table of Contents --

SECTION 08 71 00 Page 2Am #0005

SECTION 08 71 00

DOOR HARDWARE

02/16

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 within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E283 (2019) Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM F883 (2013) Padlocks

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.1 (2016) Butts and Hinges

ANSI/BHMA A156.2 (2017) Bored and Preassembled Locks and Latches

ANSI/BHMA A156.3 (2014) Exit Devices

ANSI/BHMA A156.5 (2014) Cylinder and Input Devices for Locks

ANSI/BHMA A156.6 (2015) Architectural Door Trim

ANSI/BHMA A156.7 (2016) Template Hinge Dimensions

ANSI/BHMA A156.8 (2015) Door Controls - Overhead Stops and Holders

ANSI/BHMA A156.13 (2017) Mortise Locks & Latches Series 1000

ANSI/BHMA A156.14 (2013) Sliding and Folding Door Hardware

ANSI/BHMA A156.15 (2015) Release Devices Closer Holder, Electromagnetic and Electromechanical

ANSI/BHMA A156.16 (2018) Auxiliary Hardware

ANSI/BHMA A156.17 (2019) Self Closing Hinges & Pivots

ANSI/BHMA A156.18 (2016) Materials and Finishes

ANSI/BHMA A156.21 (2019) Thresholds

SECTION 08 71 00 Page 3Am #0005

ANSI/BHMA A156.22 (2017) Door Gasketing and Edge Seal Systems

ANSI/BHMA A156.26 (2012) Continuous Hinges

ANSI/BHMA A156.29 (2012) Exit Locks, Exit Alarms, Alarms for Exit Devices

ANSI/BHMA A156.36 (2010) Auxiliary Locks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 72 (2019; TIA 19-1; ERTA 1 2019) National Fire Alarm and Signaling Code

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

NFPA 101 (2021) Life Safety Code

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

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 (2017) Specifications for Standard Steel Doors and Frames

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

36 CFR 1191 Americans with Disabilities Act (ADA)…