Attachment J-1 SOW COS Base Building Roof Replacement_Amendment 0002.pdf

FEDERAL AVIATION ADMINISTRATION

COLORADO SPRINGS ATCT (COS) BASE BUILDING ROOF REPLACEMENT

JCN: 1403261 Page 1 of 12

Table of Contents

SCOPE OF WORK

PROJECT SCOPE AND DESCRIPTION

SUMMARY OF WORK

DELIVERABLES

CRITICAL FACTORS

WARRANTY

INTENT OF CONTRACT DOCUMENTS

MEASUREMENT AND PAYMENT

CORRESPONDENCE

CONTENT OF DELIVERABLES

TABLE OF DELIVERABLES

REFERENCE STANDARDS

APPENDIX A: CONTRACT PRE-BIDDER PRESENTATION

APPENDIX B: COVID-19 REQUIREMENTS

APPENDIX C: ORM CONCEPTS

APPENDIX D: ASBESTOS OPERATIONS AND MAINTENANCE (O&M) PLAN COS

ATCT BLANK (A revised plan will be provided in Amendment 0003)

APPENDIX E: DRAWINGS

APPENDIX F: PAFB WEST GATE ENTRANCE

COLORADO SPRINGS ATCT (COS) BASE BUILDING ROOF REPLACEMENT, COLORADO

SPRINGS, CO

SCOPE OF WORK

1.1 PROJECT SCOPE AND DESCRIPTION:

This document defines the requirements for design and replacement of approximately 14,980 Sq. Ft. of the EPDM roofing with a minimum twenty (20) year roof warranty on the Federal Aviation Administration’s Colorado Springs Airport Traffic Control Tower (COS ATCT) Base Building located on Peterson AFB at 460 Kincheloe Loop, Bldg. # 205, Colorado Springs, CO 80914.

The current Base Building roofing system has reached the end of its useful life. The roof has experienced numerous leaks over the last 40+ years and has had numerous sections replaced due to new equipment placed on the roof and leak repairs. See Appendix A for additional preview of the existing roof. The work described herein will be procured and delivered in accordance with the current FAA standards, meet the minimum uplift requirements per ASCE 7, International Building Code (IBC), FM 1- 90, and ASTM D7877 testing. If there are any conflicts between applicable codes, the most stringent will apply. Any drawings and documentation provided by the FAA regarding the current system are for reference only and will be field verified by the Contractor.

A. The Contractor will verify the existing conditions prior to creating the design drawings and specifications, see Appendix A-E Drawings. The Contractor will thoroughly examine the existing roof system, parapet walls and caps both on the Base Building, the Link between the ATCT and Base Building, and adjacent Vestibule roof in order to confirm the existing roofs’ composition, prior to replacement roof design. A recent inspection of the roof and core samples determined the existing roof is a steel pan deck with insulated concrete base covered by tapered Polyiso insulation board, and EPDM roof. The Contractor FAA will confirm if the existing roof contains asbestos material and will advise the Contractor. act accordingly, see Appendix D.

a. Removal and replacement of the roofing system will include at a minimum, the parapet cap, interior wall lining, and associated appurtenances, i.e., vents. The interior parapet walls will be examined for any damage, mold, etc., remediated, repaired, and replaced as necessary. Should repair within the parapet wall be required, the FAA and Contractor will then enter into an equitable and approved change order to the contract;

b. The underlying roof insulating concrete will be examined for moisture infiltration, damage, and repaired. The existing tapered Polyiso board will be replaced, providing a minimum of ¼ inch per 1 foot slope for drainage or positive drainage to the corner roof drains. See Appendix E (1) Drawing.

c. Maintain integrity and functionality of the existing electrical lightning protection system overlaying existing roof. Replace all adhesive and mechanical mounting cable clamps of the lightning protection system located on the Base and Link roof and parapet walls. Replace and repair if required all mechanical lightning protection system roof clips, mechanical connections and fasteners such as those on the ends of bonding jumpers connected to exterior metallic louvers, vents, HVAC/RTU units, roof drains, etc.;

d. Remove and replace as necessary, the same two existing roof access ladders on the Base Building Roof in order to access replacement of the roof;

e. Remove and replace any portion of the safety rail in order to access replacement of the roof;

f. Remove and replace the ballast pavers on the Link roof with a fiberglass floating walkway. The walkway will have coarse, gritted epoxy coating enhancing traction.

Approximate dimension of the walkway is 6’W by 12’L. See Appendix E(3) Drawing;

g. The Link roof walkway will be elevated above the new EPDM roof on approved pedestal stands or equivalent to the existing Bison support pedestals;

i. Replace the roof with Carlisle FleeceBACK EPDM (Black) 115 mil minimum or equivalent for protection against hail damage; and

ii. Provide manufacture’s recommendation for both mechanically or chemically Appendix. attachment.

B. The Contractor will replace and relocate the exterior gas lines supplying the four rooftop RTU/HVAC units. To reduce the trip hazard, the gas lines will be relocated along the base perimeter of the parapet walls to minimize the numerous step-overs/trip hazards they currently pose. See Appendix E (4) Drawing.

Match dimensions and replace all existing gas lines (Main gas line is 1-½-inch O.D.).

The two split system RTU/HVAC Units 1 & 2 will share a 1 1/4-inch line branched off the 1 ½-inch main ensuring there are shutoff valves located at each Unit and configured to allow the redundant unit to remain operational in the event one requires maintenance or replacement. The remaining two packaged RTU/HVAC Units 3 & 4, will be branched off from 1-1/2-inch line with 1-inch lines.

The gas lines will be elevated and supported by rubber pipe ramps every 20-feet to avoid any trip hazards, and placed avoid any standing water.

All new gas lines are to be painted yellow to indicate natural gas using a metal etching primer followed by a high quality, UV stable enamel paint. All RTU/HVAC’s will receive new shutoff gas valves and regulators. MegaPress-Viega press fittings or their equivalents are not authorized for use.

C. The Contractor will evaluate the removal and replacement of the roof in the immediate vicinity of RTU/HVAC Units 1 & 2 Refrigerant lines, power & control system and conduits, and protective hail shields. If the Contractor determines, after consultation with the FAA, that the above mention utilities interfere with the removal and replacement of the roof, then the Contractor will determine an approved means and method with collaboration of the local FAA site representatives. The Contractor may find it necessary to provide a new overhead support framework, associated power & control system conduits, and additional protective hail shield (as necessary) for allowing unencumbered replacement of the EPDM roof and access to RTU/HVAC units.

D. At all times, in relation to work in the vicinity of RTU/HVAC Units 1 & 2 Refrigerant lines and conduits, ensure that one Unit remains operational during the shutdown and support/relocation of systems to the other Unit. Upon completion of support/relocation of each of the Unit’s system, a complete and satisfactory test will be completed with FAA approval.

E. The Contractor will furnish all labor, equipment, materials, transportation, insurance, notification, licenses, permits, fees and supervision necessary to provide a complete design to replace the existing roof to include installation of the final approved design. Design will include the development of drawings, specifications, sequence of events, and Construction plans. Any activities that may have the potential to affect FAA systems will go through Operational Risk Management (ORM) meetings and reviews. The Contractor will incorporate ORM concepts into their Construction plans. Refer to ORM Concepts document in Appendix C for more information.

F. Upon FAA approval of the design documents, the Contractor will furnish all material, labor, equipment, tools, layout, and supervision to remove the old roof system and install the new roof. The Contractor is responsible for providing a complete and functioning operating system.

1.2 SUMMARY OF WORK:

A. Review Appendixes A-F provided by FAA in preparation for Site Survey:

B. Conduct a Site Survey of COS’s ATCT existing site conditions to collect the additional information needed to prepare of COS’s ATCT Design Package.

C. During the Site survey:

a. Provide the FAA team with an overview of the Site Survey schedule, activities and objectives;

b. Walk the project areas and markup as needed the prepared provided reference drawings;

c. In consultation with the FAA, identify equipment to consider adding to any relocation of gas lines or Refrigerant lines or changes to the sequence of operation that could be beneficial to the FAA;

d. During the Site Survey, work with FAA personnel to identify other scheduled projects and facility operation details that could affect RTU/HVAC design and schedule; and

e. Prepare and submit Site Survey Meeting Minutes detailing the items discussed above.

D. Review and provide written responses to all FAA comments on 70%, 100%, and Final Design Package.

a. Conduct an on-site point-to-point verification of COS ATCT equipment to confirm functionality of the existing roof and note all deficiencies identified;

b. Provide a Technical Assessment Report detailing any deficiencies;

c. Site summary drawings of facility roof plans;

d. Hardware and product data; and

e. Demo and Installation/phasing plan.

E. Review and provide written responses to all FAA comments on 70%, 100%, and Final Design Package.

a. Participate in teleconferences and meetings to discuss design packages;

b. FAA comments will be reviewed and agreed upon prior to proceeding to the next submittal package; and

c. FAA acceptance of the Final Design Package is required before the construction phase can commence.

F. Develop a Construction schedule based on the Final Design Package and a transition plan that provides equipment availability and/or redundancy during installation.

G. The Contractor will remove the existing roof system and install the new system per the approved Final Design Package and Construction schedule. Prior to the demolition of existing roof, relocation of the gas line and elevation of the Refrigerant lines, the Contractor will verify the existing sequences and the facilities’ operating conditions. Installation will proceed per Construction schedule and transition plan established. Facility will remain operational during construction and equipment will remain available to maintain all conditioned spaces.

H. The Contractor is responsible for the following tasks:

a. The Refrigerant line and conduit relocation will occur such that the control logic and unit functionality/performance remains unchanged;

b. Provide all temporary services required for construction;

c. Clean up and restore any damage to the site to its original condition after work has been performed;

d. File and pay all permits and notifications associated with the roof removal and any other asbestos abatement work associated with the project. The State of Colorado has a demolition permit that applies to the roof removal, which would need to be included if applicable.

e. Incorporate an approved waste disposal plan in compliance with the City of Colorado Springs and State of Colorado’s regulations for disposal of construction debris. If FAA’s waste management specifications conflict with city or state codes, follow the more stringent standard;

f. All electrical work will comply with the latest revision of FAA standard FAA- STD- 1217H Chg. 1;

g. All equipment grounding will comply with the latest revision of FAA standard FAA-STD-019f Chg. 3; and

h. Comply with FAA’s ORM Concepts (Appendix C) during construction.

G. When required by the Contracting Officer’s Representative (COR), the Contractor will perform a check/test of all relocated gas, refrigerant, and control lines.

1.3 DELIVERABLES

A. The deliverables will be provided by the Contractor per the schedule in the Table of

Deliverables section.

1.4 CRITICAL FACTORS

A. All work areas will be properly cordoned off and delineated.

B. Electrical Panel shutdowns and outages will be approved by the FAA COR/RE a minimum of 48 hours in advance and can only be performed by site maintenance technicians.

C. Proposed scheduled shutdowns or system outages will be included in the Contractor’s schedule and plan sheets for approval by the FAA Project Engineer.

Outline proposed shutdowns in the project plan and preconstruction meeting.

D. The Contractor will participate in the preconstruction plan meetings in which system outages will be collaboratively discussed and approved by the FAA.

E. The Contractor will coordinate any shutdowns or system outages 72 hours in advance with the FAA COR/RE and SSC.

F. Keep noise and dust to a minimum during construction.

G. Will follow the Special Contract Requirements for COVID-19 described in

Appendix C during construction.

H. The roofing material is Presumed Asbestos Containing Material (PACM), with specific provisions of how any impacts from projects are to be managed. If hazardous materials are suspected or found in work area, contact RE immediately.

1.2 WARRANTY

A. Upon completion and acceptance of work, Contractor will provide warranty and bond documents for work performed and lists of circumstances and conditions that would affect validity of warranties and bonds for the Gas Line and Refrigerant relocation.

B. Warranty will include service and parts support for two years from the date of acceptance of the installation without charge to the Government. Place them in complete and operating condition subject to the approval of the COR.

C. The design Contractor or architect will provide stamped drawings, and contract specifications that comply with the design and project objectives.

D. The Contractor will incorporate no asbestos containing materials in the replacement roofing system.

E. The Contractor’s proposed roof insulation will be compliant with the proposed roofing membrane system, and be a part of the roofing system’s minimum required 20 year warranty.

F. The Contractor will provide a full labor and Material System Warranty (weather tightness) signed by the roofing system installation Contractor as well as the insulation and roofing membrane manufacturers.

G. The Contractor will provide a framed copy of the roof warranty and contact number, suitable for hanging at the COR and SSC’s chosen location.

1.6 INTENT OF CONTRACT DOCUMENTS

A. These Contract Documents indicate the work to be performed for the project. All material, labor, equipment, tools, layout, and supervision will be furnished by the Contractor to complete the work. The Contractor is responsible for the supervision, health and safety, inspection, and quality control of its own work, workers, work areas, and lower tiered sub-contractors. Work will be performed to IBC, NFPA, ASHRAE and FAA codes and standards, and manufacturers’ recommendations. All work performed and all materials and equipment used will be subject to approval by the Project Engineer. This will include, but not be limited to, construction, testing, inspection, scheduling, reporting, and submittals.

B. Reference to known standards within the Contract Documents means the latest edition in effect on the date of solicitation, unless specified otherwise.

C. Where Contract Documents refer to “Related Work in Other Sections” or “Related Requirements”, the Contractor should not consider the list of specification divisions/sections to be all-inclusive. These lists are provided as a convenience for cross- reference and coordination.

D. Order of Preference: Generally, the written word takes precedence over the drawings. Figures marked on drawings should be followed in preference to scale measurements. Large scale drawings should govern small scale drawings. The Contractor should not use dimensions scaled from the drawings. All dimensions shown on the drawings will be verified by the Contractor by actual measurements in the field. Any discrepancy between the drawings and specifications and the existing conditions will be referred to the Contracting Officer for resolution before any work affected is performed. The Contractor will compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have avoided thereby. The drawings provided are existing conditions and should be used for reference only. Drawings may not be accurate and should be verified via site inspection.

1.7 MEASUREMENT AND PAYMENT

The contract price constitutes full compensation for furnishing all plant, labor, materials, appurtenances, and incidentals, and performing all operations necessary to design, construct, and complete the items in accordance with these Contract Documents performed by the Contractor. Payment for each item will be considered as full compensation, notwithstanding that all features may not be mentioned herein. No separate payment will be made for the work, services, or operations required by the Contractor to complete the project in accordance with these contract documents; all costs thereof will be considered as incidental to the work.

1.8 CORRESPONDENCE:

All correspondence will be addressed and delivered electronically to the Contracting Officer (CO) and the Project Engineer (PE) and a copy to the COR, and will be serially numbered commencing with number one (1), with no numbers missing or duplicated. All files/documents will be legible. Enclosures attached or transmitted with the correspondence will be furnished electronically with copy to the PE and COR. Each serial correspondence will include the contract number and project name and will have only one subject. The Contractor will create and maintain a serial letter log that shows the serial letter number, date, topic, and disposition if applicable. The Contractor will submit a monthly serial letter log to maintain correspondence records.

1.9 TIMMING AND CONTENT OF DELIVERABLES:

The following describes the FAA’s expectations of deliverables.

70% Design Package

• Installation drawings and specifications including;

• Gas Line relocation Drawings;

• Refrigerant Line Elevation Drawings;

• EPDM Roofing material;

• Roof underlayment material;

• Mechanical and chemical fastening method;

• Elevated Link walkway;

• Site Summary Drawings of facility roof plans;

• Drawing Prints – Two (2) each. Half size prints are required for the 70%, and 100% review. Half sized drawings are to be printed in either ANSI C (17 x 22) or Architectural C (18” x 24”) sizes. Tabloid (11” x 17”) is not acceptable;

• Drawing Print (Full Size) – Two (2) each. Full size drawings are only required at the 100% submittal. The design drawings will be stamped by a Professional Engineer licensed in the State of Colorado;

• Drawing Files & Specifications (Electronic). Electronic submissions are required for 70%, and 100% review. USB flash drive submission is acceptable;

• Review drawings and submittals will be submitted in Adobe Acrobat format;

• Final drawings and submittals will be submitted in both Adobe Acrobat and AutoCAD format; and

• Submit deliverable to: Charles A Andrews, AJW-2W11A, FAA Engineering Services-

Terminal, 2200 South 216 St., Des Moines, WA 98198.

100% Design Package Everything included in the 70% Design Package as well as:

• Hardware and material product data;

• Safety Data Sheets (SDSs);

• Bill of materials; and

• Installation/phasing plan.

• Final Design Package will include everything from 100% Design Package revised to address comments from FAA. Final package will be approved by FAA and signed and stamped by a Professional Engineer licensed in the State of Colorado.

TABLE OF DELIVERABLES:

Item Deliverable Due Date Delivered to Whom Acceptance Criteria

1. Site Survey Meeting Minutes

Ten (10) business days after completing the on-site survey of COS ATCT existing site conditions.

Terminal Engineering Project Engineer, AJW-2W11A

[Electronic format only unless otherwise indicated]

The meeting minutes are delivered on-time and document key site survey discussions.

2. Technical Assessme nt Report

Fifteen (15) business days after completing the on-site point-to- point inspection

Terminal Engineering unless otherwise indicated]

The report is delivered on-time and it details all point-to-point deficiencies identified.

3. 70% Design Package

Twenty-five (25) business days after completing on-site survey of existing site conditions

Terminal Engineering

The design package will 1) be delivered on-time; 2) include all of the items identified (product submittals) in the Scope of Work section of this Task Statement; 3) incorporate site specific information from the on-site survey; and 4) be free of significant typos and other errors.

FAA will review and respond with review comments within fifteen

(15) business days of receipt.

Item Deliverable Due Date Delivered to Whom

Acceptance Criteria

4. Responses to

FAA

Comments on the 70% Design Package

Ten (10) business days after receipt of FAA comments

Terminal Engineering

[Electronic format only unless otherwise indicated]

Responses are delivered on-time and comprehensively address all submitted comments.

FAA will review responses and schedule a comment adjudication teleconference to be held within ten (10) business days of response receipt, during which comments and responses will be discussed as needed.

5. 100% Design Package

Ten (10) business days after 70% after receipt of FAA comments

Terminal Engineering

The design package will 1) be delivered on-time; 2) include all of the items identified in the Scope of Work section of this Task Statement (product submittals); 3) incorporate site specific information from the on-site survey; and 4) be free of significant typos and other errors.

FAA will review and respond with review comments within fifteen

(15) business days of receipt.

6. Responses to

FAA

Comments on the 100% Design Package

Ten (10) business days after receipt of FAA comments

Terminal Engineering unless otherwise indicated]

Responses are delivered on-time and comprehensively address all submitted comments.

FAA will review responses and schedule a comment adjudication teleconference to be held within ten (10) business days of response receipt, during which comments and responses will be discussed as needed.

Based on comment adjudication, a revised final design package will be provided.

Item Deliverable Due Date Delivered to Whom

Acceptance Criteria

7. Construction Schedule & Final Design Package

Ten (10) business days after FAA agreement reached on 100% Design Package

Terminal Engineering Project Engineer, AJW-2W11A

[Electronic format only unless otherwise indicated]

Construction Schedule delivered on-time.

8. Construction and testing

The performance period for this contract is ninety (90) calendar days from contract award to substantial completion.

Terminal Engineering Project Engineer, AJW-2W11A

Contractors Acceptance Inspection and completion of punch list

REFERENCE STANDARDS:

1. The following standards will apply to the design and construction for the roof replacement at the COS ATCT Base Building. The Contractor will use the latest revision of each standard.

This list is not all inclusive; design builder will follow all applicable, local, state, and national standards applicable to the design and construction of a complete roof system.

A. International Building Code (IBC) Section 1511, Reroofing

B. American Society of Heating, Refrigeration and Air-Conditioning Engineers (ASHRAE) 90.1, Energy Standard for Buildings except Low-Rise Residential Buildings.

C. American Society of Civil Engineers (ACSE), regarding static loading for both building structures and roofs.

D. All recommendations of the National Roofing Contractors Association (NRCA).

E. All recommendations of the Sheet Metal and Air Conditioning Contractor’s National Association (SMACNA).

F. Roof Coating Manufacturers Association (RCMA).

G. All applicable American Society for Testing and Materials (ASTM) Standards.

H. Factory Mutual (FM) test criteria as well as specific code approvals for Adhered and Mechanically-Attached Roofing Systems.

I. Occupational Safety and Health Administration (OSHA)

a. 29 CFR 1926: Safety and Health Regulations for Construction

J. Federal Aviation Administration

FAA-STD-019f, Chg. 3.…….Lightning and Surge Protection, Grounding, Bonding and Shielding Requirements for Facilities and Electrical Equipment

FAA-C-1217H, Chg. 1………Electrical Work, Interior

FAA-STD-002g……………..Department of Transportation Federal Aviation Administration Standard Engineering Drawing Preparation and Support

APPENDIX:

A. Contractor Pre-Bidder Presentation B. COVID-19 Requirements

• Wellness Checklist

• Self-Assessment Form

• Globalepidemics.org_COVID Condition Assessment Guide

C. ORM Concepts

D. ASBESTOS OPERATIONS AND MAINTENANCE (O&M) PLAN COS ATCT,

leidos, February 16, 1995 BLANK E. Drawings:

(1) RME-601(BB)-40376-A7 Base Building-Reflected Ceiling and Roof Plan

(2) COS-D-ATCT-C002 Utilities And Drainage Plan and Sections

(3) RM-E-601(BB)-40376-S3 Base Building Roof Framing Plan

(4) COS-D-ATCT-M002 Base Building Roof Plan Proposed Utility

Routing

(5) COS-D-ATCT-M006 Base Building HVAC Mechanical Plan

(6) COS-D-ATCT-C001-BL ATCT Site Plan

F. PAFB West Gate Entrance