Attachment 3b Specs Seed Project Rev 01 20210521.pdf

PROJECT NO. FXSB 17-1110

REPAIR B5327

JOINT BASE ELMENDORF-RICHARDSON,

ALASKA

SPECIFICATIONS

05 JUN 2020

***REV – 1*** 21 MAY 2021

Prepared by:

673rd Contracting Squadron JBER, Alaska 99506-2500

REPAIR B5327 EXTERIOR

PROJECT NO. FXSB 17-1110

INDEX

01010-1

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

01120 JBER Environmental Hazard_v4 APR 2019 01121 JBER Disposal of Haz Waste_v2 JAN 2019

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 42 13 Metal Wall Panels

DIVISION 8 – OPENINGS

08 11 13 Steel Doors and Frames 08 36 13 Sectional Overhead Doors 08 51 13 Aluminum Windows 08 56 53 Blast Resistant Tempered Glass Windows 08 71 00 Door Hardware

-- END OF SECTION --

FXSB 17-1110

Repair Bldg. 5327 Exterior

01120-1

ENVIRONMENTAL PROTECTION / HAZARDOUS MATERIALS ON JBER

SECTION 01120

1. APPLICABLE LAWS AND DIRECTIVES

The Contractor and all subcontractors, in performance of this contract, shall comply with all Federal, State and local laws, regulations, orders and ordinances concerning environmental quality and environmental pollution abatement and control. The Contractor is responsible for any fine, penalty assessments and/or natural resources damage claims that are brought against JBER for those incidents determined by the Contracting Officer which are due to Contractor’s performance or failure to perform during the execution and performance of this contract.

1.1 TECHNICAL ASSISTANCE

Technical assistance for complex environmental problems will be coordinated with:

a. The Base Environmental Coordinator, 673 CES/CEIEC 552-2440.

b. Bioenvironmental Engineering, 673 AMDS/SGPB, 384-3985.

1.2 Work shall be accomplished within the guidance and limitations established by the following, based on the most current changes and amendments thereto:

1.2.1 Title 40, Code of Federal Regulations.

1.2.2 673 ABW Instructions.

2. PROTECTION OF LAND RESOURCES

2.1 GENERAL

The Contractor shall furnish all labor, materials and equipment required to protect environmental quality and prevent environmental pollution as a result of work performed in accordance and/or in violation of the Technical Provisions of these specifications.

Environmental pollution is defined as any activities, actions or consequences of Contractor activity that produce an undesirable effect on the human environment, including environmental resources such as land, water, air or sound. Land and water resources within the project boundaries and any other location visited by the Contractor shall be preserved or referred to conditions existing prior to this contract. The Contractor shall confine construction activities to areas allowed by the plans and specifications.

2.2 EXISTING STRUCTURES AND UTILITIES

No excavation shall be performed until site utilities have been field located. The Contractor shall take the necessary precautions to ensure no damage occurs to existing structures and utilities. Damage to existing structures and utilities, including monitoring wells and remediation systems, 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 written approval from the Contracting

01120-2

Officer.

2.3 LANDSCAPE PRESERVATION

The Contractor shall not remove, disturb, injure or destroy trees, shrubs or any other surface vegetation without written authority from the Contracting Officer.

2.3.1 The Contractor shall protect all trees adjacent to or within the contract work area which are not specifically designated for removal on the contract drawings. Protection shall include erection of sturdy barriers installed at a minimum distance of 10’ from each tree. Barriers shall be maintained intact until all grading, construction and landscaping work are completed, with exception of such contouring as is required after removal of the barriers. All slopes shall be contoured by hand digging and hand raking to blend the protected areas into the final grade, after barrier removal.

2.3.2 Location of Temporary Field Offices and/or Storage Facilities: The Contractor shall obtain written permission from the Contracting Officer for locating any temporary office, storage or other buildings on Air Force controlled property. The Contractor shall request location of said facilities by submitting a letter and location drawing to the Contracting Officer. Any ground surface change or defacement caused by the location of said buildings shall be restored to the condition that existed before the contract by the Contractor, at no expense to the Government.

2.4 LANDFILL DISPOSAL

All non-regulated waste including asbestos materials shall be disposed in an off-base state approved site.

3. PROTECTION OF AIR QUALITY

3.1 EMISSIONS

Identify air pollution generating equipment or processes that may require federal, Alaska, or local permits under the Clean Air Act. Determine requirements based on any current installation permits and the impacts of the project. Provide a list of all fixed or mobile equipment, machinery or operations that could generate air emissions during the project to the Installation Environmental Office (Air Program Manager).

3.2 DUST

As required by 18 AAC 50.045(d), control fugitive dust emissions. Fugitive dust emissions (airborne dust generated by vehicles operating on unpaved surfaces, transfer or transport of dust producing materials, etc.) shall be controlled at the construction site, along haul routes and at staging areas. The Contractor shall be required to maintain all excavations and excavation activities, embankments, stockpiles, hauling activities and all other work areas free from airborne dust. Dust control shall be practiced as required for the term of the contract. The cost of any required dust control will be borne in full by the Contractor.

3.3 OPEN BURNING

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The Contractor shall not engage in any burning activities on Air Force controlled properties.

4. PROTECTION OF WATER QUALITY

4.1 SURFACE AND GROUND WATER

4.1.1 The Contractor shall not operate equipment or machinery in any stream or lake without written permission from the Contracting Officer.

4.1.2 The Contractor shall prevent the deposit of any materials (including earth fill, vegetative waste, oils and grease) into any stream or lake. Any such accidental deposit will be immediately reported to the Contracting Officer.

4.1.3 The Contractor shall not directly discharge effluent from any process, including water-washing processes, into the sanitary sewer or storm drain system. Effluent and residues shall first be collected, sampled and tested for compliance with ADEC’s Alaska Pollutant Discharge Elimination System (APDES) regulations for discharge. Disposal shall be made in accordance with APDES requirements based on the test results. Sampling, testing and disposal costs shall be borne in full by the Contractor.

4.1.4 Any project which disturbs one acre or more is subject to regulations for storm water discharges. The contract will be responsible for submission of State of Alaska Department of Environmental Conservation (ADEC) (Notice of Intent (NOI) for Storm Water Discharges Associated with Industrial Activity under a APDES General Construction Permit. The Contractor will also be responsible for submission o f storm water pollution prevention plans (SWPPP) to ADEC or the Municipality of Anchorage, as applicable.

http://www.dec.state.ak.us/water/wnpspc/stormwater/SWPPPSubmittalRqmts.htm.

The cost of any NOI preparation, permit authorization fees, and regulatory review shall be borne in full by the Contractor.

4.1.5 The Contractor shall not install, alter, or modify any underground injection control class

V unless other options have been determined to be either technically cost prohibitive of would adversely impact mission requirements. Documentation of exceptions needs to be provided to the Environmental Quality Branch Chief before any installation, alterations, of modification may proceed in an effort to comply with the Safe Drinking Water Act, 40 CFR Part 144.

4.2 WASTEWATER

4.2.1 Chapter 26.50 of the Anchorage Municipal Code (AMC) Sewer Service Ordinance requires significant industrial users to have a permit to discharge wastewater into the municipal sewer system. JBER is an indirect discharger of non-domestic wastewater and contributes more than five percent of AWWU total wastewater load per day; thus, JBER is classified as a significant industrial user. AWWU Industrial Wastewater Discharge Permit #11 (JBER AWWU Permit) to describe how activities are managed at JBER in order to minimize the chance of discharging toxic and/or hazardous pollutants into the municipal sewer system.

http://www.dec.state.ak.us/water/wnpspc/stormwater/SWPPPSubmittalRqmts.htm

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4.2.2 The Contractor is required to prevent the discharge of any substance that may upset or degrade the municipal sewer system, cause health or safety problems, or exceed JBER AWWU Permit effluent limits. The applicable regulations that help ensure JBER’s wastewater discharges comply with the permit requirements are:

a. United States Environmental Protection Agency (EPA) Title 40, Code of Federal

Regulations (CFR), Part 112 – Oil Pollution Prevention, (2015)

b. United States Environmental Protection Agency (EPA) Title 40, Code of Federal

Regulations (CFR), Part 403 – Pretreatment Standards

c. Alaska Department of Environmental Conservation (ADEC) Title 18, Alaska

Administrative Code (AAC), Part 75 – Oil and Other Hazardous Substances Pollution Control, (18 AAC 75), (2016)

d. Chapter 26.50 Anchorage Municipal Code (AMC) - Sewer Service Ordinance, (2016)

4.2.3 Notification for Discharges to the system

AWWU notification requirements are defined in the JBER AWWU Permit. Slug discharges are defined as any substance released at a rate or concentration that could cause a violation of the discharge standards, or any discharge of a non-routine, episodic nature. Slug discharges include, but are not limited to, accidental spills or a non-customary batch discharge. The Contractor shall immediately notify the Contracting Officer and 673 CEIEC Water Quality Manager of a discharge in the following situations:

a. Any discharge to the sewer system of substances prohibited by AMC 26.50.050, or which may endanger public health.

b. Any spill of material prohibited by AMC 26.50.050 or slug discharge which may enter the sanitary sewer system.

c. Any unanticipated treatment bypass or upset which may exceed effluent limitations outlined in the JBER AWWU Permit Sections 1.C. & 1.D.

The notifications will include the following: location of the discharge; date and time of discharge; type of material/waste; concentration and volume of discharge; and corrective actions taken.

5. PROTECTION OF PERSONNEL FROM TOXIC OR HAZARDOUS MATERIALS

5.1 HAZARDOUS MATERIALS

Reference: Title 29, Part 1910, Code of Federal Regulations, Alaska Statutes Section 18.60.010, and Federal Standard 313.

5.1.1 General

All materials used by the Contractor, or removed or handled as a part of Contractor

01120-5 operations will be stored, handled, utilized and disposed of in a manner designed to prevent any reasonable possibility of exposures to both Contractor and non- Contractor personnel and pollution or damage to Government property or facilities, or to the environment. "Exposure" is defined as levels exceeding 1/2 of the most stringent Federal, State, Air Force or recommended industry standards.

5.1.2 Manufacturer supplied and product specific Safety Data Sheets

Any and all known or potentially toxic or hazardous materials to be brought by the Contractor onto the military installation and or job site will require the submission of a properly completed Safety Data Sheet (SDS) as directed by 29 CFR 1910.1200 (OSHA Hazard Communications Standard), Federal Standard 313E (Fed Std 313E, 2014), and Alaska Statutes Section 18.60.010. Guidance as to what constitutes a potentially toxic or hazardous material may be found in these references. These listings are for guidance only, and do not release the Contractor from his responsibility for identification, proper handling, use, storage and disposal of these materials.

5.1.2.1 A copy of each SDS shall be provided to the Contracting Officer a minimum of 10 working days prior to the materials being brought onto the installation. A second complete copy will be maintained on the job site at all times for employee and inspector reference IAW 29 CFR 1910.1200 and Fed Std 313E.

5.1.2.2 SDSs must contain complete information. SDSs must be available for review by the Bioenvironmental Engineering function and other authorized Medical Authorities IAW 29 CFR 1910.1200 and Fed Std 313E. Bioenvironmental Engineering is authorized to review SDSs containing proprietary information. All SDSs must be clearly marked to indicate the installation on which the project is being performed, the title of the project and the contract number for the project.

Material lists must be updated every 90 days and submitted to the Contracting Officer and 673 LRS (Hazmat Pharmacy).

5.1.3 Hazardous Materials Listing

A listing of all hazardous materials and known or potentially toxic materials under the Contractor's control and currently on the installation will be maintained at the job site.

The listing will include the item description and the manufacturer's name as it appears on the SDS, the quantity on hand, and where the material is stored/located. This listing will be updated not less than quarterly to account for usage and receipt of new or replacement materials. The total quantity used for each hazardous material must be recorded and submitted to Contracting Officer at end of the project or calendar year, whichever comes first. This information is required for EPCRA reporting.

5.1.4 Labeling of Products

All known or potentially hazardous materials as described in paragraphs 5.1.1 through

5.1.3 above will be transported and stored in the original manufacturer's containers.

These containers shall be provided with manufacturer's labels meeting the information requirements of 29 CFR 1910.1200, Alaska Statues Section 18.60.010, and AFI 90-821.

Bulk materials and materials that must be re-packaged or placed into different containers at the job site will be clearly labeled by the Contractor with durable labels, 01120-6 meeting the above requirements. Final use containers, such as paint pots, vats, solvent tanks, etc., shall be appropriately labeled with their contents. Materials without appropriate SDSs and proper, legible labeling will not be allowed on the installation. Any materials/containers belonging to or under the control of the Contractor found not meeting these requirements will have all deficiencies corrected within 24 hours or the materials will be removed from the installation by the Contractor within the same 24-hour limit. This time limit applies regardless of time of day or day of week, and includes holidays and weekends. All corrective action costs and/or removal costs will be borne by the Contractor.

5.1.5 Safety Data Sheets relating to Government supplied materials, and hazards presented by Government operations at or in the Contractor's job site may be obtained through the Contracting Officer. Requests for information must be provided to the Contracting Officer a minimum of 20 working days prior to the date this information is required.

5.2 HAZARD COMMUNICATION

Reference: 29 CFR 1910.1200, Alaska Statutes Section 18.60.010, and Air Force Manual 90- 821 Hazard Communication Program.

5.2.1 The Contractor shall establish and implement a written hazard communication program meeting the requirement of 29 CFR 1910.1200 and Alaska Statutes Section 18.60.010 Subchapter 15. This program shall be complete and fully implemented prior to start of work and shall be updated as necessary to reflect changes in working conditions or materials used. A complete copy of the Contractor's program shall be submitted to the Contracting Officer for approval a minimum of 20 working days prior to the start of work.

5.2.2 The Contractor shall, at no cost to the Government, provide workplace hazard training to all non-Contractor personnel, including Government inspectors, who will be working at or on the Contractor's job site where known or potentially toxic or hazardous materials are to be used by the Contractor. Bioenvironmental Engineering shall be present when Government personnel receive hazard training. This training shall meet the requirements of 29 CFR 1910.1200. This training program shall be complete, and all affected personnel shall be fully trained prior to the start of work. Training shall be updated or re-accomplished as necessary to reflect changes in working conditions, materials used or new personnel requiring training. This training shall be separately documented for each individual in writing, and signed by the individual and the person providing the training. One copy will be provided to the individual, one to the individual’s supervisor, one to the Contracting Officer and one maintained on-site for review by both Contracting and outside agency inspectors.

5.2.3 Hazard Communications information relating to Government supplied materials and hazards presented by Government operations at or in the Contractor's job site may be obtained through the Contracting Officer. The Contracting Officer may obtain this information from Bioenvironmental Engineering. Requests for information must be made in writing to the Contracting Officer with sufficient lead time to allow

01120-7

Bioenvironmental Engineering a minimum of 20 working days to process the request.

6. HAZARDOUS NOISE

6.1 All equipment utilized by the Contractor that produces noise levels in excess of 84 dBA ("A" weighted decibels) must be identified as a hazardous noise source by the Contractor. This equipment will be utilized in a manner that precludes exposure of non-Contractor personnel to levels exceeding 84 dBA.

7. [RESERVED (RADIOACTIVE MATERIALS MGMT)]

8. POL SPILLS, FUEL SPILLS, PROPANE SPILLS, ASPHALT CEMENT SPILLS, etc.

8.1 The Contractor shall immediately report any spill to the Fire Protection Flight at 911, and the Contracting Officer. The Contractor shall take steps to confine, contain, report and clean up any leak or spills that they cause. The Contractor shall comply with EPA and ADEC procedures. The Contractor shall ensure that items found currently leaking are drained, externally cleaned and contained prior to moving so that transporting them allows no further spillage. Contractor shall bear all costs associated with spills occurring during the project.

8.2 Contractor shall provide a Fuel Spill Prevention and Clean-Up Plan to the Contracting Officer for approval. Contractor shall have spill kits and fuel absorption materials immediately available for fuel spills. The Fuel Spill clean Up Plan shall include the following, at a minimum:

1. Description of Contractor’s proposed methods of spill prevention.

2. Description of Contractor’s proposed methods for spill response.

3. Descriptions of Contractor’s qualifications to perform emergency spill response.

4. Listing of proposed equipment, materials, and supplies to be maintained on site for spill response.

5. Any other information required under Section 01121.

8.3 If free phase fuel is encountered during excavation the Contractor shall recover the fuel and report event as outlined in section 8.2.

8.4 The Contractor shall immediately stop excavation and report any previous spills by others, or any containers of unknown content left by others that are discovered during excavation, to the Fire Protection Flight at 911 and to the Contracting Officer. Discontinue work in the immediate area (100-foot radius) until approved by the Contracting Officer. Rope off the contaminated area. Costs associated with existing contamination discovered during construction will be borne by the Base.

8.5. Contractor shall comply with the most recent ADEC regulations and guidance pertaining to spill response and cleanup of contaminated sites.

9. STORM WATER DISCHARGES

9.1 GENERAL

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The Contractor shall obtain all permits required by the applicable State and Federal regulations regarding protection of water resources.

9.2 APDES

Work shall comply with ADEC Alaska Pollutant Discharge Elimination System (APDES), General Permit for construction activities.

9.2.1 Storm Water Pollution Prevention Plan

The Contractor shall provide the Contracting Office with a Draft copy of their Storm Water Pollutant Prevention Plan (SWPPP) 7-days before they submit them to ADEC for approval by the Environmental Quality Department. This SWPPP shall be written to comply with the requirements as identified within the 201 Alaska Construction General Permit.”

9.2.2 Notice of Intent

The Contractor shall provide the Contracting Officer with an ADEC approved Construction General Permit Notice of Intent (NOI) form.

9.2.3 Notice of Termination

Upon final stabilization and completion of the project work, the Contractor shall provide the Contracting Officer with a copy of the Notice of Termination of Coverage.

10. CONTROL AND MANAGEMENT OF ASBESTOS-CONTAINING MATERIAL (ACM)

Manage and dispose of asbestos- containing waste in accordance with 40 CFR 61. Manifest asbestos-containing waste and provide the manifest to the Contracting Officer. Notifications to the Alaska and Installation Air Program Manager are required before starting any asbestos work.

Asbestos-containing materials shall not be brought on or used in any project at JBER. If asbestos abatement work is being completed at JBER, the Contractor must prepare/submit an NOI to the EPA regardless of quantity. In addition, an asbestos abatement plan must be prepared that includes, but is not limited to, a description of the work, methods of containment and airborne fiber mitigation, management of waste, disposal, air testing and copies of certifications for workers. Contractor shall submit copies of notifications to USEPA required under 40 CFR 61.145(a)(1), 61.145(a)(3), and 61.145(b) to the Contracting Officer (CO), Asbestos Program Officer (APO), and the Asbestos Operating Officer (AOO). In addition, Contractor shall coordinate with 673 CES/CEC and CES/CEOI on ongoing projects to ensure all asbestos abatement is captured.

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10.1 All asbestos waste manifests shall be signed by CEO/CEOI prior to removal of such waste from the base. A copy of the completed manifest (signed by the receiving landfill) shall be submitted to CEO/CEOI. The Contractor shall follow the current JBER Asbestos Management and Operations Plan which states:

– Contractor is responsible for identifying asbestos containing material (ACM) prior to conducting maintenance, abatement, renovation, or demolition activities.

– Responsible for contacting CES/CEOI shop to ascertain presence or absence of ACM.

– Responsible for making proper notification and providing copies to CES/CEIE and

CES/CEOI.

11. CONTROL AND MANAGEMENT OF LEAD-BASED PAINT (LBP)

Manage and dispose of lead-contaminated waste in accordance with 40 CFR 745. Manifest any lead-contaminated waste and provide the manifest to the Contracting Officer. No paint with a lead content of 0.06 percent or greater shall be used in any capacity on JBER, unless specifically approved in advance by the Bioenvironmental, 673 MDSS/SGB, 384-3985; and Environmental Compliance, 673 CES/CEIEC, 384-7854. No oil-based paint for pavement striping purposes shall be used in any capacity on JBER unless specifically approved in advance by Environmental Compliance, 673 CES/CEIEC, 384-7854.

END OF SECTION

01121-1

MANAGEMENT OF HAZARDOUS WASTE - JBER

SECTION 01121

PART 1 - GENERAL

1.1 APPLICABLE PUBLICATIONS

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.

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910.1200 Hazard Communication Standard

40 CFR 260-279 Hazardous Waste Regulations

49 CFR 171-178 DOT Hazardous Material Regulations

1.2 SCOPE OF WORK

1.2.1 General

Regardless of the quantity of hazardous waste generated by the Contractor, all hazardous waste (HW) generated by the Contractor on Joint Base Elmendorf-Richardson (JBER) will be managed by the Contractor in accordance with federal regulation applicable to large quantity generators (LQGs) of HW.

Regardless of the quantity of universal waste handled by the Contractor, all universal waste (UW) handled by the Contractor on JBER will be managed by the Contractor in accordance with federal regulation applicable to large quantity handlers of UW.

The Contractor is responsible for proper waste determinations, providing containers that comply with regulatory requirements, marking/labeling containers, placing waste in containers, handling, and storage/accumulation, packaging, transportation, and treatment, storage, disposal or recycling of hazardous waste generated, and universal waste handled, by the Contractor’s activities. The Contractor is not allowed to use the JBER HW support contract to manage hazardous waste. The Contractor will not bring waste to any JBER satellite accumulation area unless the hazardous waste satellite accumulation area is established by the Contractor specifically to accumulate hazardous waste generated by the Contractor’s activities on JBER. The Contractor is not allowed to transport waste to JBER. The Contractor will not store hazardous waste at the JBER central accumulation area (also known as the hazardous waste center), or the permitted hazardous waste container storage facility on JBER.

The Contractor is required to train all Contractor employees, and maintain documentation of

01121-2 training, as required by regulation applicable to hazardous waste generated by the Contractor's activities on JBER, or universal waste handled by the Contractor on JBER. The Contractor is required to attend a hazardous waste awareness briefing presented by the Government.

Attendance at the briefing is not intended to meet regulatory training requirements.

The Contractor is responsible for compliance with regulations applicable to the Contractor’s activities, for responding to any allegation of noncompliance resulting from any of the Contractor’s activities, and for implementing all actions required to bring the Contractors activities into compliance with applicable regulations.

The Contractor is liable to the Air Force for any fines, penalties, spill cleanup costs, and enforcement action against the Air Force by any environmental regulatory agency that arise from, or relate to, the Contractor's performance of this contract, or the Contractor's failure to perform as required. Any such liability may result in an equitable adjustment to the contract or contract price, establishment of a contract debt, or recovery by the Government under any other judicial, administrative, or contractual remedy as may be available to the Government.

1.2.2 Hazardous Waste Determinations and Recordkeeping

The Contractor is required to determine if wastes generated by contract activities are hazardous.

Waste determinations must be in compliance with 40 CFR 262.11. Information from a Safety Data Sheet (SDS), knowledge of a waste generating process, and/or results of laboratory analysis of a representative sample of the waste, may be used to determine if waste is hazardous. The Contractor is required to provide, to 673 CES/CEIEC (Hazardous Waste Program Manager), copies of all information used to make each waste determination. The current JBER hazardous waste program manager is Scott Tarbox, who may be contacted by calling (907) 384-3322, or via emailing 673CES.CEIEC.EnvCom@us.af.mil or scott.tarbox@us.af.mil.

1.2.3 Hazardous Waste Accumulation

All hazardous waste accumulation by the Contractor must be in a hazardous waste satellite accumulation area which is regulated by 40 CFR 262.15. The Contractor is not allowed to obtain a USEPA permit for storage of hazardous waste on JBER and is not allowed to accumulate hazardous waste in a central accumulation area.

1.2.4 Hazardous Waste Manifests

All hazardous waste transported off JBER must have a Uniform Hazardous Waste Manifest as required by 40 CFR 262.20. The Contractor must prepare a correct and complete Manifest (OMB Control number 2050–0039) on EPA Form 8700–22, and, if necessary, EPA Form 8700– 22A, prior to offsite transport of a hazardous waste. Manifests must accompany all HW transported off JBER. Only 673 CES/CEIEC (Hazardous Waste Program Manager) personnel are authorized to sign a manifest for hazardous waste generated by the Contractor and transported off JBER by the Contractor. Contractor personnel are not authorized to sign manifests. The JBER USEPA number AK8 57002 8649 must be used on all manifests accompanying hazardous waste generated on mailto:673CES.CEIEC.EnvCom@us.af.mil mailto:scott.tarbox@us.af.mil

01121-3

JBER and transported off JBER.

The Contractor is responsible for obtaining all necessary manifest forms and for proper completion of each as required.

Prior to offsite transport of waste, the Contractor is required to provide, to 673 CES/CEIEC (hazardous waste program manager), all completed, but unsigned, manifests, and all documentation to support all waste determinations for each hazardous waste item transported offsite. The Contractor will provide the manifests and documentation in electronic format at least 14 calendar days prior to transportation of waste from JBER. The Contractor is required to meet all Land Disposal Restriction requirements (40 CFR 268) and provide, to CEIEC, copies of all applicable notifications and identification of underlying hazardous constituents. If 673 CES/CEIEC determines changes or additional information are required, the Contractor will provide all revised manifests and documentation in electronic format at least 14 calendar days prior to transportation of waste from JBER.

The Contractor is required to weigh all hazardous waste in the presence of a Government-appointed official. The Contractor is required to coordinate with the person signing the manifest, because the person signing the manifest must be physically present during transfer or shipment of hazardous waste off JBER.

The Contractor must keep a record of each shipment of universal waste sent from the Contractor to other facilities, and must provide, to the 673 CES/CEIEC (Hazardous Waste Program Manager), a copy of each record of each shipment of universal waste. The record may take the form of a log, invoice, manifest, bill of lading, movement document or other shipping document.

1.2.5 Hazardous Waste Transportation and Disposal

The Contractor is responsible for off-site transportation, by transporters which comply with regulatory standards applicable to transporters of hazardous waste, standards for universal waste transporters, to a permitted and designated treatment, storage, disposal or recycling facility, and must comply with all related container and marking requirements within 40 CFR and

49 CFR.

Within one calendar day, the Contractor will provide copies of all hazardous waste manifests and universal waste shipping documentation signed by the first transporter, to the 673 CES/CEIEC (Hazardous Waste Program Manager), and all documentation of hazardous waste and universal waste treatment, storage, disposal, or recycling provided by the facility permitted to treat, store, dispose, or recycle hazardous waste or universal waste. This will include, but not be limited to, copies of manifests received from the facilities designated to receive the waste. This information is required to enable JBER to comply with recordkeeping requirements applicable to hazardous waste and universal waste.

The Contractor is required to make all contact and provide all reports, when applicable, as required by 40 CFR 262.42 (EXCEPTION REPORTING). The Contractor is required to immediately provide, to 673 CES/CEIEC (Hazardous Waste Program Manager) and the contracting officer, all

01121-4 documentation of all contact and reporting done to comply with 40 CFR 262.42.

1.2.6 Spills and Emergencies

The Contractor shall notify the Fire Protection Flight, at 911 and 673 CES/CEIEC Environmental Office, and the Contracting Officer in the event of a hazardous waste spill. When reporting a hazardous waste spill, the Contractor shall provide the name and address of the generator; the date time, and type of incident; the quantity and the type of waste; extent of injuries/fatalities;

and estimated quantity and disposition of recovered materials.

1.3 DEFINITIONS

1.3.1 Definitions are as shown in the CFR.

PART 2 - EXECUTION

2.1 HAZARDOUS WASTE ACCUMULATION

a. Must be in compliance with all requirements found in 40 CFR 262.15.

b. The Contractor is required to appoint a primary and alternate person to manage hazardous waste and universal waste generated or handled by the Contractor.

The Contractor will provide, to the contracting officer and the 673 CES/CEIEC (Hazardous Waste Program Manager), written documentation of the appointments.

2.2 RECORD KEEPING

a. Contractor shall file the appropriate document (AF Form 3952 Chemical and

Hazardous Substance Request for Authorization or EESOHMIS equivalent) with the JBER HazMart, 673 LRS/LGRM, to ensure accountability for all hazardous materials used on JBER. Contractor shall maintain records of all potentially hazardous materials brought onto the site. Records shall include a monthly summary of amount of material used, how it was used (degreasing, paint removal, clean-up of painting equipment, etc.), amount of waste generated (volume or weight), and waste container receiving the material. Containers that are eventually to be shipped to a permitted final hazardous waste landfill must be Department of Transportation approved.

b. Contractor shall maintain records as required by federal hazardous waste regulation.

c. Contractor shall maintain as records the Safety Data Sheets (SDS) for hazardous

01121-5 materials.

2.3 TRANSPORTATION OF HAZARDOUS WASTE AND UNIVERSAL WASTE FROM JBER

The Contractor is responsible for off-site transportation to a permitted and designated treatment, storage, disposal or recycling facility, and must comply with all related requirements within 40 CFR, 49 CFR The Contractor is responsible for all associated costs.

PART 3 - SUBMITTALS AND QUALITY CONTROL

3.1 SUBMITTALS SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING

a. All information used to make a waste determination.

b. Hazardous Waste Manifests (prior to shipping hazardous waste from JBER), LDR notifications, identification of UHCs, and all records of each shipment of universal waste.

c. All hazardous waste manifests and universal waste shipping documentation signed by the first transporter, all documentation (including manifests) of hazardous waste and universal waste treatment, storage, disposal, or recycling, all documentation of all contact and reporting done to comply with 40 CFR 262.42.

d. Written documentation of appointment of a primary and alternate person responsible for managing hazardous waste and universal waste generated or handled by the Contractor.

3.2 THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR INFORMATION

a. Copies of Safety Data Sheets for all potential hazardous materials.

3.3 QUALITY CONTROL

a. The Contractor shall establish and maintain control of the work covered under this section to ensure compliance with the contract requirements, including but not limited to the items listed below.

b. Records and all required permits, reports and summaries are kept and maintained in accordance with this specification and all applicable regulations.

--END OF SECTION--

SECTION 07 42 13

METAL WALL PANELS

05/11

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.

ALUMINUM ASSOCIATION (AA)

AA ADM (2015) Aluminum Design Manual

AA ASD1 (2017; Errata 2017) Aluminum Standards and Data

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 501.1 (2017) Standard Test Method for Water Penetration of Windows, Curtain Walls and Doors Using Dynamic Pressure

AAMA 800 (2016) Voluntary Specifications and Test Methods for Sealants

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 341 (2016) Seismic Provisions for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI S100 (2012) North American Specification for the Design of Cold-Formed Steel Structural Members

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

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

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

AMERICAN WELDING SOCIETY (AWS)

AWS A5.1/A5.1M (2012) Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

AWS D1.2/D1.2M (2014) Structural Welding Code - Aluminum

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

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

ASTM A424/A424M (2009a; R 2016) Standard Specification for Steel Sheet for Porcelain Enameling

ASTM A463/A463M (2010; R 2015) Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip Process

ASTM A606/A606M (2008) Standard Specification for Steel Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, with Improved Atmospheric Corrosion Resistance

ASTM A653/A653M (2019) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A755/A755M (2018) Standard Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A792/A792M (2010) Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

ASTM A924/A924M (2018) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM A1008/A1008M (2016) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM B117 (2016) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B209M (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)

ASTM C286 (1999; R 2017) Standard Terminology Relating to Porcelain Enamel and Ceramic-Metal Systems

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM D522/D522M (2014) Mandrel Bend Test of Attached Organic Coatings

ASTM D523 (2014; R 2018) Standard Test Method for Specular Gloss

ASTM D610 (2008; R 2019) Standard Practice for Evaluating Degree of Rusting on Painted Steel Surfaces

ASTM D714 (2002; R 2017) Standard Test Method for Evaluating Degree of Blistering of Paints

ASTM D822 (2013) Filtered Open-Flame Carbon-Arc Exposures of Paint and Related Coatings

ASTM D968 (2017) Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive

ASTM D1056 (2014) Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber

ASTM D1308 (2013) Effect of Household Chemicals on Clear and Pigmented Organic Finishes

ASTM D1654 (2008; R 2016; E 2017) Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments

ASTM D1667 (2017) Standard Specification for Flexible Cellular Materials - Poly (Vinyl Chloride) Foam (Closed-Cell)

ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

ASTM D2247 (2015) Testing Water Resistance of Coatings in 100% Relative Humidity

ASTM D2794 (1993; R 2019) Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

ASTM D3359 (2017) Standard Test Methods for Rating Adhesion by Tape Test

ASTM D3363 (2005; E 2011; R 2011; E 2012) Film Hardness by Pencil Test

ASTM D4214 (2007; R 2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films

ASTM D4587 (2011) Standard Practice for Fluorescent UV-Condensation Exposures of Paint and Related Coatings

ASTM D5894 (2016) Standard Practice for Cyclic Salt Fog/UV Exposure of Painted Metal, (Alternating Exposures in a Fog/Dry Cabinet and a UV/Condensation Cabinet)

ASTM E72 (2015) Conducting Strength Tests of Panels for Building Construction

ASTM E84 (2018a) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E331 (2000; R 2016) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E1592 (2005; R 2012) Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference

ASTM G152 (2013) Operating Open Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

ASTM G153 (2013) Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)

MBMA MBSM (2012) Metal Building Systems Manual

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM AMP 500 (2006) Metal Finishes Manual

PORCELAIN ENAMEL INSTITUTE (PEI)

PEI 1001 (1996) Specification for Architectural Porcelain Enamel (ALS-100)

PEI CG-3 (2005) Color Guide for Architectural Porcelain Enamel

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System

UNDERWRITERS LABORATORIES (UL)

UL Bld Mat Dir (updated continuously online) Building Materials Directory

1.2 DEFINITIONS

Metal Wall Panel: Metal wall panels, attachment system components and accessories necessary for a complete weather-tight wall system.

1.3 DESCRIPTION OF WALL PANEL SYSTEM

Factory color finished, galvanized galvalume metal wall panel system with concealed fastening exposed fastener attachment. Panel profile must be embossed smooth face square ribbed box rib.

1.3.1 Metal Wall Panel General Performance

Comply with performance requirements, conforming to AISI S100, without failure due to defective manufacture, fabrication, installation, or other defects in construction. Wall panels and accessory components must conform to the following standards:

ASTM A1008/A1008M

ASTM A123/A123M

ASTM A36/A36M

ASTM A653/A653M

ASTM A463/A463M for aluminum coated steel sheet

ASTM A606/A606M

ASTM D522/D522M for applied coatings UL Bld Mat Dir

1.3.2 Structural Performance

Maximum calculated fiber stress must not exceed the allowable value in the AISI or AA manuals; a one third overstress for wind is allowed. Midspan deflection under maximum design loads is limited to L/180. Contract drawings show the design wind loads and the extent and general assembly details of the metal siding. Contractor must provide design for members and connections not shown on the drawings. Siding panels and accessories must be the products of the same manufacturer.

Provide metal wall panel assemblies complying with the load and stress requirements in accordance with ASTM E1592. Wind Load force due to wind action governs the design for panels.

Wall systems and attachments are to resist the wind loads as determined by ASTM E72 and ASCE 7 in the geographic area where the construction will take place, in pounds per square foot. Submit 3 copies of wind load tests and seismic tests to the Contracting Officer.

1.3.3 Air Infiltration

Air leakage must conform to the limits through the wall assembly area when tested according to ASTM E283.

1.3.4 Water Penetration Under Static Pressure

No water penetration when tested according to ASTM E331.

1.3.5 Water Penetration Under Dynamic Pressure

No evidence of water leakage when tested according to AAMA 501.1.

1.4 SUBMITTALS

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

SD-01 Preconstruction Submittals

Submit Documentation for the following items:

Qualification of Manufacturer; G Qualification of Installation Contractor; G Sample Warranty; G

SD-02 Shop Drawings

Installation Drawings; G

SD-03 Product Data

Submit Manufacturer's catalog data for the following items:

Wall Panels ; G

Factory Color Finish Closure Materials Pressure Sensitive Tape Sealants and Caulking Galvanizing Repair Paint Enamel Repair Paint Aluminized Steel Repair Paint Accessories

SD-04 Design Data

Wind load design analysis ; G

As applicable, submit the following wind load design analysis data, to include, but not limited to:

wind speed exposure category,co-efficient,importance factor type of facility negative pressures for each zone methods and requirements of attachment

SD-05 Closeout Submittals

Warranty; G Maintenance Instructions; G

20 year "No Dollar Limit" warranty for labor and material

1.5 QUALITY ASSURANCE

1.5.1 Pre-Installation Conference

Upon notification of submittal receipt and approval by the Contracting Officer; and prior to the commencement of the work, the Contractor must attend a pre-installation conference to review the following:

a. Drawings and Specifications.

b. Qualification of Installer.

c. Sustainable acquisition

d. Approved Warranty

e. Sample wall panels, 12 inches long by actual panel width

f. Sample metal closure strips, 10 inches long of each type

g. Color charts and chips

h. Coatings and base metal tests, chalking tests

i. Construction schedule, availability of materials, Installer's personnel, equipment and facilities required to progress with the work without delay.

j. Methods and procedures related to installation of wall panels, including manufacturer's written instructions. Explicitly identify in writing, differences between manufacturer's instructions and the specified requirements.

k. Support conditions for compliance with requirements, including alignment between and attachment to structural members.

l. Flashing, special siding details, wall penetrations, openings, and condition of other construction that will affect metal wall panels.

m. Governing regulations and requirements for insurance, certificates, and tests and inspections if applicable.

n. Temporary protection requirements for metal wall panel assembly during and after installation.

o. Wall panel observation and repair procedures after metal wall panel installation. Provide detailed written instructions including copies of Safety Data Sheets for maintenance and repair materials, and manufacturer's maintenance instructions.

1.5.1.1 Installation Drawings

Installation shop drawings for wall panels, flashing, accessories, and anchorage systems must indicate completely dimensioned structural frame and erection layouts, openings in the wall, special framing details, and construction details at corners, building intersections and flashing, location and type of mastic and metal filler strips.

1.5.1.2 Wind Load Design Analysis

Wind design analysis must include wall plan delineating dimensions and attachment patterns for each zone. Wind design analysis must be provided by the siding manufacturer in writing to meet the full manufacturer's stated lifespan warranty.

1.5.2 Manufacturer's Technical Representative

The representative must have authorization from manufacturer to approve field changes and be thoroughly familiar with the products and installations in the geographical area where construction will take place.

1.5.3 Qualification of Manufacturer

Certify that metal wall panel system manufacturer has a minimum of five (5) years experience in manufacturing metal wall system and accessory products.

Manufacturer must also provide engineering services by an authorized engineer; currently licensed in the geographical area where construction will take place, having a minimum of four (4) years experience as an engineer knowledgeable in wind load design analysis, protocols and procedures per MBMA MBSM, "Metal Building Systems Manual"; ASCE 7, and

ASTM E1592.

Provide certified engineering calculations, using the products submitted, for Wind load requirements in accordance with ASCE 7.

1.5.3.1 Manufacturer's Certificates

Also provide the following certifications from the manufacturer:

Coil Stock Fasteners Galvanizing Repair Paint

Enamel Repair Paint

Submit certification from coil stock manufacturer or supplier that the machinery used will form the provided coil stock without warping, waviness, or rippling that is not a part of the panel profile, and without damage, abrasion or marring of the finish coating.

Provide evidence that products used within this specification are manufactured in the United States.

1.5.4 Certified Qualification of Installation Contractor

The installation contractor must be approved and certified by the metal wall panel manufacturer prior to beginning the installation of the metal wall panel system. Subcontracting by Certified Contractor for the metal wall panel work is not permitted.

1.5.5 Single Source

Obtain each type of metal wall panels, clips, closure materials and other accessories from the standard products of the single source from a single manufacturer to operate as a complete system for the intended use.

1.5.6 Manufacturer's Maintenance Instructions

Provide manufacturer's detailed written instructions including copies of Safety Data Sheets for maintenance and repair materials.

1.6 DELIVERY, HANDLING, AND STORAGE

Deliver and protect package components, sheets, metal wall panels, and other manufactured items to prevent damage or deformation during transportation and handling.

Unload, store, and erect metal wall panels in a manner to prevent bending, warping, twisting, and surface damage.

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