Project Specifications.pdf

105 Airlift Wing

New York Air National Guard

Stewart Air National Guard Base

Newburgh, NY

ENERGY: Repair Building 200

Project Specifications

Design Services - Type B-3 100%Final Submittal Project Number WHAY142004

26 FEBRUARY 2026

ENERGY: Repair Building 200

Type B-3 Final Submittal

NYANG, Stewart AGS, NY

26 FEB 2026

[THIS PAGE INTENTIONALLY LEFT BLANK]

ENERGY: REPAIR BUILDING 200

PROJECT NUMBER: WHAY142004

NYANG, STEWART AGS, NY

TYPE B3 SUBMITTAL, 26 FEB 2026

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 STATEMENT OF WORK. GENERAL INFORMATION, CONTRACT

REQUIREMENTS, DETAILED DESCRIPTION OF WORK

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 06 – WOOD PLASTICS AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 – ROOFING, WATERPROOFING AND INSULATION

07 21 13 BOARD AND BLOCK INSULATION

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 33 23 OVERHEAD COILING DOORS

08 51 13 ALUMINUM WINDOWS

08 81 00 GLAZING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 11 20 FACILITY GAS PIPING

23 80 20.00 GAS-FIRED HEATING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

-- End of Project Table of Contents --

Type B-3 Final Submittal

NYANG, Stewart AGS, NY

NYANG, STEWART AGS, NY

TYPE B3 SUBMITTAL, 26 FEB 2026

SECTION 01 10 00 Page 1

SECTION 01 10 00

STATEMENT OF WORK

The installation requires adequately sized and appropriately configured facilities in good repair to support eight PAA C-17 aircraft and their support systems. Specifically, the facility requires an energy-efficient building envelope that retains both heat and air conditioning, which will improve both operation and efficiency.

Perform multiple improvements to the building envelope to improve efficiency and enhance energy conservation. Replace roll-up doors, windows, and skylights to energy-efficient. Install radiant ceiling mount heating systems in shop bays.

1 GENERAL INFORMATION

1.1 DEFINITION OF TERMS

1.1.1 GOVERNMENT refers to the United States GOVERNMENT and the United States Air Force as represented by the United States CONTRACTING OFFICER or their designated representative, the CONTRACTING OFFICER’s REPRESENTATIVE (COR) from the 105 Airlift Wing (AW).

1.1.2 CONTRACTOR refers to the CONTRACTOR, the SUBCONTRACTOR for the CONTRACTOR, any and all CONTRACTOR and SUBCONTRACTOR employees or personnel, the CONTRACTOR’s tools, and the CONTRACTOR’s vehicles and equipment.

1.1.3 NOTICE TO PROCEED (NTP) provides written notification that the CONTRACTOR may begin work. This shall allow the CONTRACTOR to begin submittals, site work, mobilization, etc. NTP shall be issued within 15 days of award.

Project schedule shall be submitted within 5 days of NTP.

1.1.4 PERIOD OF PERFORMANCE (PoP) begins with the NOTICE TO PROCEED and ends after the final acceptance of the construction.

1.2 ABBREVIATIONS / ACRONYMS

ASTM: American Society for Testing and Materials AW: Airlift Wing COR: Contracting Officer’s Representative ECPs Entry Control Points EM: Environmental Manager GFE: GOVERNMENT Furnished Equipment IAW: In Accordance With KO: Contracting Officer OSHA: Occupational Safety and Health Administration OTHERS: Workmen under the employ of Other CONTRACTORS or the GOVERNMENT.

MSDS: Material Safety Data Sheet NTP: Notice To Proceed provided by the CONTRACTING OFFICER PoP: Period of Performance QA/QC: Quality Assurance / Quality Control SFS: Security Forces Squadron SOW: Statement of Work UFC: Unified Facilities Criteria (Design Manual) UFGS: Unified Facilities Guide Specifications VECP: Value Engineering Contract Proposal

TYPE B-3 SUBMITTAL 26 FEB 2026

SECTION 01 10 00 Page 2

1.3 INSTALLATION STANDARDS

1.3.1 **NO MATERIAL SHALL BE ORDERED AND NO WORK SHALL BE PERFORMED PRIOR TO

ISSUANCE OF NTP BY THE KO.**

1.3.2 Repairs, replacements, new installations and re-installations shall conform to the “best practices” for building constructions, renovations and maintenance activities as specified by the installation Standards referenced below. The workmanship shall meet the requirements of these Standards and as normally provided by experienced trades personnel. The CONTRACTING OFFICER or COR must approve the workmanship as provided by representative samples from the CONTRACTOR prior to installation.

1.3.3 CONTRACTOR shall follow standards for electrical installations pertaining to fire protection and personnel safety found in the 2023 US National Electric Code (NEC).

1.3.4 CONTRACTOR shall follow standards for worker safety found in Occupational Safety and Health Administration (OSHA) requirements, EM385-1-1, National Electric Safety Code, and other similar Standards.

1.3.5 CONTRACTOR is responsible for disposal of all waste material to include non-hazardous and hazardous waste and shall comply with all Federal, State, and Local environmental laws and regulations and coordinate with Base Environmental Management Office (EMO).

1.3.6 CONTRACTOR shall adhere to all United States Air Force Unified Facilities Criteria (UFC) and United Facilities Guide Specifications. The 2023 US National Electric Code (NEC), Plumbing Codes, International Building Code (IBC), and the New York State Building Code (NYBC) shall be the minimum construction standard allowed.

1.3.7 The CONTRACTOR shall perform site preparation as required in accordance with drawings and specifications included within this Statement of Work (SOW). Questions pertaining to the depth and extent of the site preparation shall be directed to the CONTRACTING OFFICER’s REPRESENTATIVE (COR). Alteration of existing surfaces or facilities, not identified by the GOVERNMENT, shall not occur. CONTRACTOR shall be responsible for any damage to any surfaces, structures or facilities not identified by the GOVERNMENT for alteration and shall be repaired to the COR’s approval at the CONTRACTOR’s expense.

1.3.8 The CONTRACTOR shall provide all labor, material, tools, equipment, and supervision and all other items necessary to complete the work in accordance with all portions of the SOW. The CONTRACTOR shall conduct all work in a professional manner, in accordance with traditionally recognized construction practices and techniques.

1.3.9 It is the CONTRACTOR’s responsibility to field verify all conditions and measurements provided in this statement of work are accurate. CONTRACTOR assumes full monetary responsibility for any and all additional work, materials, or equipment required to complete the project that was not included in the statement of work that a reasonable site inspection would have revealed. CONTRACTOR shall not be responsible for conditions that a reasonable site inspection would not have revealed.

1.3.10 The CONTRACTOR is encouraged to develop, prepare, and submit Value

SECTION 01 10 00 Page 3

Engineering Change Proposals (VECP’s) voluntarily. The Contractor shall share in any net acquisition savings realized from accepted VECP’s, in accordance with the incentive sharing rates in paragraph (f) of 52.248-1 in the FAR. If a VECP is accepted, the Contractor shall share in net acquisition savings of between 50 - 75 percent or as negotiated by KO and as described in the FAR.

1.4 SECURITY

1.4.1 CONTRACTOR shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the COR. CONTRACTOR shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. CONTRACTOR shall ensure compliance with all personal identity verification requirements as directed by DoD, NGB and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

1.4.2 CONTRACTOR and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.4.3 CONTRACTOR employees, to include sub-contractor employees, requiring access Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each contractor employee and sub-contractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available at the following website: http://jko.jten.mil

1.4.4 CONTRACTOR personnel shall comply with Martinsburg Air National Guard Base CONTRACTOR Escort and Security policies per this SOW. Violations of these policies may result in termination of the contract. Compliance with security requirements shall not be a basis for failing to complete work in the required PoP.

1.4.5 CONTRACTOR shall obtain base passes/badges for all personnel working onsite prior to arriving at the base. Badging process takes 2 weeks from date badging request is submitted. CONTRACTOR shall submit 105 SFS Form __ and a copy of individuals Driver’s License for all personnel working on- base. Contractor shall receive a “Clear” or “Not Clear” from the badging office within 2 days of submission.

1.4.6 All deliveries shall be screened at the gate but do NOT require badge.

Deliveries must be for material only and do not include any work/labor.

http://jko.jten.mil/

1.5 STANDARD PRODUCTS

1.5.1 The CONTRACTING OFFICER and COR must approve all material submittals prior to procurement. Materials substitution after submittal approvals shall not be allowed without approval by KO.

1.5.2 Materials such as sealants, adhesives, water-proofing or fire-proofing must comply with standards set forth by UL, ASTM, and IEC and listed for the specific use intended.

1.5.3 CONTRACTOR shall allow for a one-week turnaround on all RFI, Submittal, Permits, or badging requests to allow for GOVERNMENT review.

1.5.4 In the event of conflict among the Specifications, Drawings and/or Technical Instructions, the CONTRACTOR shall bring such conflict to the attention of the CONTRACTING OFFICER immediately for resolution before proceeding with the work involved.

1.5.5 Documentation shall be provided for each submittal. As a minimum, the documentation shall include the AF Form 3000 cover or similar, a catalog sheet of the specific product and the product technical information. When required, a sample of the product/equipment or material must accompany the submission.

1.5.6 All chemical materials to be used in this SOW shall be documented on the Transient Organizational Hazardous Material Inventory form. An MSDS (Material Safety Data Sheet) shall be submitted for all chemicals listed.

1.6 SUBMITTALS

1.6.1 Material submittals are required unless approval from the COR or KO has been granted otherwise. All Material Submittals, Design Drawings and Specifications are to be submitted to the COR with an Air Force Form 3000 for approval. Submittals, Drawings and Specifications shall be reviewed by the COR and KO prior to install.

1.6.2 CONTRACTOR shall provide a Project Schedule in Gantt style format within five days of NTP, identifying milestone dates, to the COR for approval before any work is to be performed on-site. If a change in the schedule is required, the CONTRACTOR shall resubmit the Progress Schedule in electronic format to the COR for approval.

1.6.3 CONTRACTOR shall provide Progress Reports submitted at Construction Progress Meetings to the COR and KO. Progress Reports shall track the CONTRACTOR’s progress in relation to the approved Progress Schedule as well as assist in computing partial payments.

1.6.4 CONTRACTOR shall provide a list of all chemical materials to be used on the project to the EM using Transient Organization Hazardous Material Inventory at minimum 15 days prior to use.

1.6.5 CONTRACTOR shall provide Material Safety Data Sheet (MSDS) to EM 15 days prior to beginning construction.

1.6.6 CONTRACTOR shall ensure 60% waste diversion IAW Feb 2008 DoD Integrated (Non-Hazardous) Solid Waste Management Policy. CONTRACTOR shall track and report to COR the volume of solid waste (C & D) disposal and recycling

SECTION 01 10 00 Page 4

SECTION 01 10 00 Page 5 costs incurred using Post-Project Waste Diversion Report at progress meetings.

1.7 PERMITS / CERTIFICATION

1.7.1 CONTRACTOR is responsible for obtaining all required base passes, badges, dig permits, utility locates and all other permits required to complete the work described in this SOW.

1.7.2 CONTRACTOR shall obtain Burn Permit for any and all hot work to be performed on base 24 hours in advance through the base Fire Department at 845-563-2117.

1.7.3 The CONTRACTOR shall employ and provide a licensed electrician prior to the start of any electrical work knowledgeable of the work and conforming to the requirements of the National Electrical Code (NEC). The licensed electrician must provide a current valid certification prior to the start of any electrical work.

1.8 QUALITY ASSURANCE / QUALITY CONTROL

1.8.1 The CONTRACTOR shall supply appropriate supervision and QA/QC for each task of the project to ensure the workmanship and product reflect the SOW and drawings. This project is commercial grade and only commercial type equipment, and fixtures shall be accepted. The KO or COR may periodically perform QA checks as deemed necessary at any time during the PoP. These checks do not relieve the CONTRACTOR of the obligations under this SOW to provide a complete and usable system.

1.9 PERSONNEL

1.9.1 The CONTRACTOR shall identify a full time Superintendent who shall be responsible for all onsite activities. CONTRACTOR shall submit name(s) of Superintendent to COR prior to issuance of NTP. The Superintendent shall have the authority to make in the field decisions (to be approved by COR), which may arise in day-to-day operations without delay that does not affect cost or scope of project.

1.9.2 The GOVERNMENT is not liable for any injury incurred by CONTRACTOR, CONTRACTOR personnel or other persons while they are on site. CONTRACTOR shall take full responsibility for the safety of all personnel within the project site.

1.9.3 The CONTRACTOR shall access CMRA website; https://www.ecmra.mil and report all CONTRACTOR manpower, including sub-contractors, required for the performance on this contract.

1.10 ENVIRONMENTAL AND SAFETY

1.10.1 The CONTRACTOR is responsible for all costs incurred for clean-up, sampling analyses, and disposal of spill debris as a result of Contractor’s actions. CONTRACTOR shall report all spills to EMO. If appropriate, cost incurred for clean-up by the 105 AW for CONTRACTOR’S actions will be reimbursed to the 105 AW from

CONTRACTOR.

1.10.2 The CONTRACTOR shall ensure that all personnel receive Environmental Management System (EMS) Awareness training and a copy of the Base Environmental Policy. A copy of the training can be obtained from the 105 https://www.ecmra.mil/

SECTION 01 10 00 Page 6

AW Base EMO.

1.10.3 The CONTRACTOR shall perform a jobsite cleanup each day and remove all debris and refuse from the site to the satisfaction of the COR.

Unoccupied areas to be broom swept daily. Occupied areas shall be kept free of dust and debris at all times.

1.10.4 The CONTRACTOR shall ensure that employees are supplied and use proper safety equipment (i.e. gloves, safety boots) described in EM 385 & EM 304 and follow safe work procedures, which protect CONTRACTOR employees and personnel in the vicinity of the job site in accordance with all current OSHA requirements. The CONTRACTOR shall assume any liability for any injury incurred by CONTRACTOR personnel while working on site.

1.10.5 CONTRACTOR shall maintain awareness to all NATIONAL DISASTER / THUNDER

STORM / TORNADO WATCH / TORNADO WARNING / LIGHTNING / HAZMAT RESPONSES:

• Follow all Giant Voice Announcements as directed

• Discontinue outside/inside work and seek shelter in designated shelter area or building as directed

• Follow directions from Shelter Manager or Senior Military Official

1.10.6 In case of an emergency CONTRACTOR shall dial 911 then alert COR and/or KO within 1 hour of incident.

2 CONTRACT REQUIREMENTS

2.1 GENERAL WORK DESCRIPTION

2.1.1 This project consists of renovating the envelope of Building 200.

This work includes replacing the overhead coiling doors, transom windows in the shop areas, and ribbon windows in the administrative areas. The project also includes the installation of thermostatically controlled, natural-gas-fired infrared radiant heaters. Finally, the existing skylights in the shops will be removed and capped. There are currently no plans to phase the project. The building will be occupied during construction, so the removal and installation of project aspects will be coordinated among the CONTRACTING OFFICER, the building occupants, and the contractor.

2.2 PHASING

2.2.1 This project will not be phased. The shop area in Building 200 is to remain useable by the GOVERNMENT to the greatest extent possible. The specific aspects of the work is shown below:

Aspect Old Function New Function Comment

1 Existing overhead coiling doors.

New overhead coiling doors.

Coordinate removal and replacement of overhead coiling doors to maintain shop operations.

SECTION 01 10 00 Page 7

2 Existing shop transom windows.

New shop transom windows.

Coordinate removal and replacement of transom windows to maintain shop operations.

3 Existing administrative area ribbon windows.

New administrative area ribbon windows.

Coordinate removal and replacement of ribbon windows to maintain administrative functions as much as possible.

4 Existing skylights. Cap skylight openings as per plans and specifications.

Coordinate removal of the skylights and capping of the openings to maintain shop operations.

5 None. Install new infrared radiant heating system.

Coordinate removal and replacement of transom windows to maintain shop operations.

2.2.2 Refer to the drawings for the location of each area and additional details. The CONTRACTOR is responsible to maintain heating and ventilation in shop area when that area is not under construction.

2.3 GOVERNMENT FURNISHED EQUIPMENT / PROPERTY

2.3.1 The GOVERNMENT shall provide basic/minimal documents describing the work required in this SOW.

2.3.2 The GOVERNMENT shall provide the CONTRACTOR access to the site to include all areas of work described in this SOW.

2.3.3 The GOVERNMENT shall provide no other equipment, services, or property.

2.3.4 The GOVERNMENT retains first rights to all equipment removed.

2.3.5 CONTRACTOR shall ensure all Government Provided Equipment in work area remains protected, operational, and dust free throughout the project.

2.4 PERIOD OF PERFORMANCE

2.4.1 **NO MATERIAL SHALL BE ORDERED AND NO WORK SHALL BE PERFORMED PRIOR TO

ISSUANCE OF NTP BY THE KO.**

2.4.2 CONTRACTOR shall have a maximum of 180 calendar days from the initial Notice to Proceed (NTP) to complete the project including any design and construction. Any changes or extensions to this time period need prior approval from the CONTRACTING OFFICER.

2.4.3 CONTRACTOR shall have access to the site from 7:00 am - 4:00 pm Monday - Friday. CONTRACTOR will not have access to the site on Weekends, Off Mondays and Government Holidays unless approved by COR prior.

2.5 COMPLETION

SECTION 01 10 00 Page 8

2.5.1 The COR shall certify performance and final completion of this contract.

2.5.2 The CONTRACTOR shall restore any disturbed areas at the direction of the

KO.

2.5.3 The CONTRACTOR shall schedule aFinal Inspection with KO and COR at least 10 days prior to end of PoP. Any Punch List items will be identified and recorded at this time. CONTRACTOR shall have 10 days to address these items. The KO and COR has the discretion to schedule aFinal

Inspection for each completed aspect of the project.

2.5.4 CONTRACTOR shall schedule a Final Inspection with KO and COR upon completion of all Punch List and within 10 days of theFinal Inspection. This inspection will confirm that all Punch List items have been corrected. The KO and COR have the discretion to schedule aFinal Inspection for each completed aspect of the project.

Upon completion of the Final Inspection of the last project aspect, the GOVERNMENT shall take over ownership of the project.

2.6 PROJECT CLOSEOUT DOCUMENTS

2.6.1 CONTRACTOR shall submit a 1354 Worksheet to COR within 10 days of project completion.

2.6.2 CONTRACTOR shall submit Mechanical Testing and Balancing Report on all mechanical system/component installations to COR within 10 days of project completion.

2.6.3 CONTRACTOR shall submit Post-Project Waste Diversion Report to COR within 10 days of project completion

2.6.4 CONTRACTOR shall submit Release of Claims to COR within 10 days of project completion.

2.6.5 CONTRACTOR shall submit Red Line Drawings to COR within 10 days of project completion.

2.6.6 CONTRACTOR shall submit 1 Year Warranty letter signed by company representative to COR within 10 days of project completion.

2.6.7 CONTRACTOR shall recover all base passes/badges upon job completion and return to COR within 5 days after project completion.

2.7 REQUIRED WARRANTIES

2.7.1 The CONTRACTOR shall provide a 1 Year Warranty on all material, labor, and installed equipment IAW this SOW and in conjunction with any additional manufacturer’s warranties.

3 DETAILED DESCRIPTION OF WORK

3.1 DEMO: CONTRACTOR shall demo and dispose of off base any and all materials as described in the contract documents.

3.2 New Work: CONTRACTOR shall provide all labor, equipment, and materials for work as described in the contract documents.

SECTION 01 10 00 Page 9

4 CONTACT INFORMATION (POINTS OF CONTACT)

4.1 COR: Lt Col Benjamin Thomas -- (845) 563-2702

benjamin.thomas.39@us.af.mil

4.2 KO: SMSgt Kevin Fenner -- (845) 563-2832

kevin.fenner.1@us.af.mil

4.3 EM: Mr. Michael Oettinger -- (845) 563-2383

michael.oettinger.2@us.af.mil

4.4 PASS & ID: MSgt David Smith -- (845) 563-2354

david.smith.312@us.af.mil

4.5 SFS: Security Forces -- (845) 563-2355

email@us.af.mil

-- End of Section --mailto:michael.lynch.47@us.af.mil mailto:kevin.fenner.1@us.af.mil mailto:email@us.af.mil mailto:email@us.af.mil mailto:email@us.af.mil

Type B-3 Final Submittal

New York Air National Guard Newburgh, NY

NYANG ENERGY REPAIR B200

SECTION 02 41 00

DEMOLITION

08/22

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.

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI Guideline K (2009) Guideline for Containers for Recovered Non-Flammable Fluorocarbon Refrigerants

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 145 (1991; R 2012) Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes

AASHTO T 180 (2017) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.6 (2006) Safety & Health Program Requirements for Demolition Operations - American National Standard for Construction and Demolition Operations

CARPET AND RUG INSTITUTE (CRI)

CRI 104 (2015) Carpet Installation Standard for Commercial Carpet

CRI 105 (2015) Carpet Installation Standard for Residential Carpet

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

U.S. DEFENSE LOGISTICS AGENCY (DLA)

DLA 4145.25 (Jun 2000; Reaffirmed Oct 2010) Storage and Handling of Liquefied and Gaseous Compressed Gases and Their Full and Empty Cylinders;

https://www.dla.mil/Portals/104/Documents/DispositionSer

SECTION 02 41 00 Page 1

/ddsr/docs/cylinderjointpub.pdf

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD 4000.25-1-M (2006) MILSTRIP - Military Standard Requisitioning and Issue Procedures

MIL-STD-129 (2014; Rev R; Change 1 2018; Change 2 2019; Change 3 2023) Military Marking for Shipment and Storage

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

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 82 Protection of Stratospheric Ozone

49 CFR 173.301 Shipment of Compressed Gases in Cylinders and Spherical Pressure Vessels

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

Demolition is the process of tearing apart and removing any feature of a facility together with any related handling and disposal operations.

1.2.1.2 Deconstruction

Deconstruction is the process of taking apart a facility with the primary goal of preserving the value of all useful building materials.

1.2.1.3 Demolition Plan

Demolition Plan is the planned steps and processes for managing demolition activities and identifying the required sequencing activities and disposal mechanisms.

1.2.1.4 Deconstruction Plan

Deconstruction Plan is the planned steps and processes for dismantling all or portions of a structure or assembly, to include managing sequencing activities, storage, re-installation activities, salvage and disposal mechanisms.

1.2.2 Demolition Plan

Prepare a Demolition Plan and submit proposed demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress. Identify components and materials to be salvaged for reuse or recycling with reference to paragraph Existing Facilities to be Removed. Append tracking forms for all removed materials indicating type, quantities, condition, destination, and end use. Coordinate with Waste Management Plan in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Include statements

SECTION 02 41 00 Page 2 affirming Contractor inspection of the existing roof deck and its suitability to perform as a safe working platform or if inspection reveals a safety hazard to workers, state provisions for securing the safety of the workers throughout the performance of the work. Provide procedures for safe conduct of the work in accordance with EM 385-1-1. Plan must be approved by prior to work beginning.

1.2.3 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. The work of this section is to be performed in a manner that maximizes the value derived from the salvage and recycling of materials. Remove rubbish and debris from the project site; do not allow accumulations inside or outside the building . The work includes demolition, , salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Comply with FAR 52.236-9 to protect existing vegetation, structures, equipment, utilities, and improvements. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload structural elements . Provide new supports and reinforcement for existing construction weakened by demolition, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.3.2 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

1.3.3 Trees

Protect trees within the project site which might be damaged during demolition, and which are indicated to be left in place, by a 6 foot high fence. Erect and secure fence a minimum of 5 feet from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees. Replace any tree designated to remain that is damaged during the work under this contract with like-kind or as approved by the Contracting Officer.

SECTION 02 41 00 Page 3

1.3.4 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor .

1.3.5 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished, unless directed otherwise by the Contracting Officer. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted . Where burning is permitted, adhere to federal, state, and local regulations.

1.5 AVAILABILITY OF WORK AREAS

Areas in which the work is to be accomplished will be available at contract award.

1.6 SUBMITTALS

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

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Demolition Plan; G

Existing Conditions

SD-07 Certificates

Notification; G

Notification of Demolition and Renovation Form

SD-11 Closeout Submittals

Receipts

SECTION 02 41 00 Page 4

1.7 QUALITY ASSURANCE

Submit timely notification of demolition projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61, Subpart M.

Notify the Regional Office of the United States Environmental Protection Agency (USEPA) and the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61, Subpart M.

Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSP A10.6. Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

1.7.1 Dust and Debris Control

Prevent the spread of dust and debris to occupied portions of the building and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Vacuum and dust the work area daily.

1.8 PROTECTION

1.8.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Notify the Contracting Officer prior to beginning such work.

1.8.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.9 FOREIGN OBJECT DAMAGE (FOD)

Aircraft and aircraft engines are subject to FOD from debris and waste material lying on airfield pavements. Remove all such materials that may appear on operational aircraft pavements due to the Contractor's operations. If necessary, the Contracting Officer may require the Contractor to install a temporary barricade at the Contractor's expense to control the spread of FOD potential debris. Provide a barricade consisting of a fence covered with a fabric designed to stop the spread of debris.

Anchor the fence and fabric to prevent displacement by winds or jet/prop blasts. Remove barricade when no longer required.

1.10 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

SECTION 02 41 00 Page 5

1.11 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer or the Contracting Officer's Representative showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs or electronic images with a minimum resolution of 3072 x 2304 pixels, capable of a print resolution of 300 dpi, will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results to the Contracting Officer or the Contracting Officer's Representative.

PART 2 PRODUCTS

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill basements, voids, depressions or excavations resulting from demolition or deconstruction of structures. Provide fill material consisting of waste products from demolition or deconstruction until all waste appropriate for this purpose is consumed.

b. Provide fill material conforming to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A-2-4, A-2-5 and A-3. In addition, fill material must be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

c. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as follows:

Soil classification AASHTO M 145

Moisture-density relations AASHTO T 180, Method B or D

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Disassemble existing construction scheduled to be removed for reuse. Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified. Designate materials for reuse onsite whenever possible.

SECTION 02 41 00 Page 6

3.1.1 Utilities and Related Equipment

3.1.1.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition or deconstruction work until all utility disconnections have been made.

Shut off and cap utilities for future use, as indicated.

3.1.1.2 Disconnecting Existing Utilities

Remove existing utilities , as indicated and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location in accordance with instructions of the Contracting Officer.

3.1.2 Miscellaneous Metal

Salvage shop-fabricated items such as access doors and frames, steel gratings, metal ladders, wire mesh partitions, metal railings, metal windows and similar items as whole units. Salvage light-gage and cold-formed metal framing, such as steel studs, steel trusses, metal gutters, roofing and siding, metal toilet partitions, toilet accessories and similar items. Scrap metal is the Contractor's property. Recycle scrap metal as part of demolition and deconstruction operations. Provide separate containers to collect scrap metal and transport to a scrap metal collection or recycling facility, in accordance with the Waste Management Plan.

3.1.3 Carpentry

Salvage for recycle lumber, millwork items, and finished boards, and sort by type and size. Remove windows, doors, frames, and cabinets, and similar items as whole units, complete with trim and accessories. Brace the open end of door frames to prevent damage.

3.1.4 Carpet

Remove existing carpet for reclamation in accordance with manufacturer recommendations and as follows. Remove used carpet in large pieces, roll tightly, and pack neatly in a container. Remove adhesive according to recommendations of the Carpet and Rug Institute (CRI). Provide adhesive removal solvents in compliance with CRI 104/CRI 105. Recycle removed carpet cushion.

3.1.5 Acoustic Ceiling Tile

Remove, neatly stack, and recycle acoustic ceiling tiles. Recycling may be available with manufacturer. Otherwise, give priority to a local recycling organization. Recycling is not required if the tiles contain or may have been exposed to asbestos material.

SECTION 02 41 00 Page 7

3.1.6 Air Conditioning Equipment

Remove air conditioning, refrigeration, and other equipment containing refrigerants without releasing chlorofluorocarbon refrigerants to the atmosphere in accordance with the Clean Air Act Amendment of 1990.

3.1.7 Cylinders and Canisters

Remove all fire suppression system cylinders and canisters and dispose of in accordance with the paragraph entitled "Disposal of Ozone Depleting Substance (ODS)."

3.1.8 Locksets on Swinging Doors

Remove all locksets from all swinging doors indicated to be removed and disposed of. Deliver the locksets and related items to a designated location for receipt by the Contracting Officer after removal.

3.1.9 Mechanical Equipment and Fixtures

Disconnect mechanical hardware at the nearest connection to existing services to remain, unless otherwise noted. Disconnect mechanical equipment and fixtures at fittings. Remove service valves attached to the unit. Salvage each item of equipment and fixtures as a whole unit; listed, indexed, tagged, and stored. Salvage each unit with its normal operating auxiliary equipment. Transport salvaged equipment and fixtures, including motors and machines, to a designated storage area as directed by the Contracting Officer. Do not remove equipment until approved. Do not offer low-efficiency equipment for reuse; provide to recycling service for disassembly and recycling of parts.

3.1.9.1 Preparation for Storage

Remove water, dirt, dust, and foreign matter from units; drain tanks, piping and fixtures; if previously used to store flammable, explosive, or other dangerous liquids, steam clean interiors. Seal openings with caps, plates, or plugs. Secure motors attached by flexible connections to the unit. Change lubricating systems with the proper oil or grease.

3.1.9.2 Piping

Disconnect piping at unions, flanges and valves, and fittings as required to reduce the pipe into straight lengths for practical storage. Store salvaged piping according to size and type. If the piping that remains can become pressurized due to upstream valve failure, attach end caps, blind flanges, or other types of plugs or fittings with a pressure gage and bleed valve to the open end of the pipe to ensure positive leak control.

Carefully dismantle piping that previously contained gas, gasoline, oil, or other dangerous fluids, with precautions taken to prevent injury to persons and property. Store piping outdoors until all fumes and residues are removed. Box prefabricated supports, hangers, plates, valves, and specialty items according to size and type. Wrap sprinkler heads individually in plastic bags before boxing. Classify piping not designated for salvage, or not reusable, as scrap metal.

3.1.9.3 Ducts

Classify removed duct work as scrap metal.

SECTION 02 41 00 Page 8

3.1.9.4 Fixtures, Motors and Machines

Remove and salvage fixtures, motors and machines associated with plumbing, heating, air conditioning, refrigeration, and other mechanical system installations. Salvage, box and store auxiliary units and accessories with the main motor and machines. Tag salvaged items for identification, storage, and protection from damage. Classify broken, damaged, or otherwise unserviceable units and not caused to be broken, damaged, or otherwise unserviceable as debris to be disposed of by the Contractor.

Salvage and crush porcelain plumbing fixtures unsuitable for reuse.

3.1.10 Electrical Equipment and Fixtures

Salvage motors, motor controllers, and operating and control equipment that are attached to the driven equipment. Salvage wiring systems and components. Box loose items and tag for identification. Disconnect primary, secondary, control, communication, and signal circuits at the point of attachment to their distribution system.

3.1.10.1 Fixtures

Remove and salvage electrical fixtures. Salvage unprotected glassware from the fixture and salvage separately. Salvage incandescent, mercury-vapor, and fluorescent lamps and fluorescent ballasts manufactured prior to 1978, boxed and tagged for identification, and protected from breakage.

3.1.10.2 Electrical Devices

Remove and salvage switches, switchgear, transformers, conductors including wire and nonmetallic sheathed and flexible armored cable, regulators, meters, instruments, plates, circuit breakers, panelboards, outlet boxes, and similar items. Box and tag these items for identification according to type and size.

3.1.10.3 Wiring Ducts or Troughs

Remove and salvage wiring ducts or troughs. Dismantle plug-in ducts and wiring troughs into unit lengths. Remove plug-in or disconnecting devices from the busway and store separately.

3.1.10.4 Conduit and Miscellaneous Items

Salvage conduit except where embedded in concrete or masonry. Consider corroded, bent, or damaged conduit as scrap metal. Sort straight and undamaged lengths of conduit according to size and type. Classify supports, knobs, tubes, cleats, and straps as debris to be removed and disposed.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition or deconstruction work in areas occupied by structures to be demolished or deconstructed until all demolition and deconstruction in the area has been completed and debris removed. Fill holes, open basements and other hazardous openings.

SECTION 02 41 00 Page 9

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, become the property of the Contractor and must be removed from Government property. Materials approved for storage by the Contracting Officer must be removed before completion of the contract.

Title to materials resulting from demolition and deconstruction, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited.

3.3.2 Reuse of Materials and Equipment

Remove and store materials and equipment indicated to be reused or relocated to prevent damage, and reinstall as the work progresses.

Coordinate the re-use of materials and equipment with the re-use requirements in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Capture re-use of materials in the diversion calculations for the project.

3.3.3 Salvaged Materials and Equipment

Remove materials and equipment that are indicated to be removed by the Contractor and that are to remain the property of the Government, and deliver to a storage site , as directed by the Contracting Officer within ten miles of the work site.

a. Salvage items and material to the maximum extent possible.

b. Store all materials salvaged for the Contractor as approved by the Contracting Officer and remove from Government property before completion of the contract. Coordinate the salvaged materials with tracking requirements in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Capture salvaged materials in the diversion calculations for the project.

c. Remove salvaged items to remain the property of the Government in a manner to prevent damage, and packed or crated to protect the items from damage while in storage or during shipment. Items damaged during removal or storage must be repaired or replaced to match existing items. Properly identify the contents of containers. Deliver the following items reserved as property of the Government to the areas designated.

3.3.4 Disposal of Ozone Depleting Substance (ODS)

Class I and Class II ODS are defined in Section, 602(a) and (b), of The Clean Air Act. Prevent discharge of Class I and Class II ODS to the atmosphere. Place recovered ODS in cylinders meeting AHRI Guideline K suitable for the type ODS (filled to no more than 80 percent capacity) and provide appropriate labeling. Recovered ODS must be Remove recovered ODS from Government property and dispose of in accordance with 40 CFR 82.

Dispose products, equipment and appliances containing ODS in a sealed, self-contained system (e.g. residential refrigerators and window air

SECTION 02 41 00 Page 10 conditioners) in accordance with 40 CFR 82. Submit Receipts or bills of lading, as specified. Submit a shipping receipt or bill of lading for all containers of ozone depleting substance (ODS) shipped to the Defense Depot, Richmond, Virginia.

3.3.4.1 Special Instructions

No more than one type of ODS is permitted in each container. Apply a warning/hazardous label to the containers in accordance with Department of Transportation regulations. Provide a tag with the following information on all cylinders including but not limited to fire extinguishers, spheres, or canisters containing an ODS:

a. Activity name and unit identification code

b. Activity point of contact and phone number

c. Type of ODS and pounds of ODS contained

d. Date of shipment

e. National stock number (for information, call (804) 279-4525).

3.3.4.2 Fire Suppression Containers

Deactivate fire suppression system cylinders and canisters with electrical charges or initiators prior to shipment. Also, safety caps must be used to cover exposed actuation mechanisms and discharge ports on these special cylinders.

3.3.5 Transportation Guidance

Ship all ODS containers in accordance with MIL-STD-129, DLA 4145.25 (also referenced one of the following: Army Regulation 700-68, Naval Supply Instruction 4440.128C, Marine Corps Order 10330.2C, and Air Force Regulation 67-12), 49 CFR 173.301, and DOD 4000.25-1-M.

3.3.6 Unsalvageable and Non-Recyclable Material

Dispose of unsalvageable and non-recyclable noncombustible material as directed by the Contracting Officer and specified. Dispose of unsalvageable and non-recyclable combustible material off the site.

3.4 CLEANUP

Remove debris and rubbish from project site and similar excavations.

Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Burning on Government Property

Burning of materials removed from demolished and deconstructed structures will not be permitted on Government property.

SECTION 02 41 00 Page 11

3.5.2 Removal to Spoil Areas on Government Property

Transport noncombustible materials removed from demolition structures to designated spoil areas on Government property.

3.5.3 Removal from Government Property

Transport waste materials removed from demolished structures, except waste soil, from Government property for legal disposal. Dispose of waste soil as directed.

3.6 REUSE OF SALVAGED…