SOW LXEZ221032 Repair SHIMA NO KO SAP B4081 16 Jun 25.pdf

STATEMENT OF WORK

16 Jun 25

LXEZ221032 Repair SHIMA NO KO SAP, B4081

Project #: LXEZ221032 Project Title: Repair SHIMA NO KO SAP Facility: B4081 Installation: Kadena Air Base, Okinawa, Japan Preparer 718 CES/CENMC Project Manager: Mr. UEHARA Kazuhiko Date Prepared: 16 Jun 25 Date Modified: YYMMDD

Table of Contents

Contents

1 GENERAL INFORMATION

1.1 LEVEL OF CONSTRUCTION

1.2 PROJECT SUMMARY

1.3 PROJECT REQUIREMENT

1.4 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL (GFE/GFM)

2 SITE CONDITIONS

2.1 WORK SITE LOCATION

2.2 AS-BUILT DRAWINGS

2.3 REGULATED BUILDING MATERIALS

2.4 USE OF LATRINE AND UTILITIES

3 PROJECT PHASING & SCHEDULE

3.1 PERIOD OF PERFORMANCE

3.2 PRE-DESIGN MEETING

3.3 DESIGN

3.4 CONSTRUCTION

4 DESIGN REQUIREMENTS

4.1 DESIGN CRITERIA

5 SUBMITTAL REQUIREMENTS

5.1 GENERAL

5.2 SUBMITTAL DOCUMENT FORMAT

6 OTHER REQUIREMENTS

6.1 GENERAL

6.2 PRE-FINAL INSPECTION

6.3 FINAL INSPECTION

7 SPECIAL REQUIREMENTS

8 ENVIRONMENTAL COMPLIANCE CRITERIA

8.1 GENERAL ENVIRONMENTAL COMPLIANCE

9 DETAILED DESCRIPTION OF WORK

9.1 B4081 PROJECT NUMBER LXEZ221032

9.1.1 Civil:

9.2.1 Architectural:

9.3.1 Electrical:

9.4.1 Mechanical

9.5.1 Fire Protection

10 ACM / LBP-RELATED WORK

10.1 General

10.2 Abatement of Identified Materials

11 ATTACHMENTS

1 GENERAL INFORMATION

1.1 LEVEL OF CONSTRUCTION

This project is for the design and construction of facilities defined as Permanent Construction per UFC 1- 200-01, paragraph 1-3.2.

1.2 PROJECT SUMMARY

A) The project scope consists of, but is not limited to, providing all field investigations, surveys, design, plant, labor, supervision, materials, equipment, supplies, transportation, third-party services, and incidental related work to design and execute construction work defined in this Statement of Work and the attached documents. The work includes all necessary finishing work to provide the Government with a final product that is fully functional and leaves no areas of the facility that appear incomplete or unfinished.

B) Install hinge kits on kitchen hood exhaust vents for cleaning. Replace kitchen hoods with units that are more appropriately sized for intended uses. Replace leaking hood fire suppression systems and provide new systems for all hoods. Repaint the entire exterior of the facility. Repaint most of the interior of the facility to include all classrooms, hallways, entrances, and staff office space. Replace any floating glass panels in doors or hallways that are broken, damaged, worn, or otherwise need replacement. Place safety film that meets standards for School Age Programs (SAP) on all windows. Replace missing and/or broken skylights. Seal cracks, bolt holes, and all other openings on remaining skylights that could potentially or currently cause water leaks. Replace acoustic tile ceiling systems in rooms affected by mold growth. Replace sewer main and clear out drains. Abate asbestos in the concrete flooring above the sewer main, and in any of the gaskets on the old sewer line. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02.

C) The scope includes the abatement/removal of any ACM, LBP, or any hazardous materials. For detailed information, see the Section 8 and 9.

If the Contractor determines that materials other than those already identified as ACM/LBP in the Government-provided records require additional sampling to safety execute the awarded scope, notify the Contracting Officer, and submit sampling plans. After approval, conduct sampling and analysis in accordance with the specifications and submit the Asbestos and/or Lead Sampling and Analysis Results (ASAR/LSAR) to the Contracting Officer for action.

Ensure to submit and get approved AHAP/LHAP for the discovered ACM and LBP prior to beginning the work.

D) The contractor shall determine the best technical design solution in conformance with current regulations. The design and construction work shall comply with US federal, Department of Defense, Air Force, and 18 Wing criteria, as well as applicable Japan regulatory requirements not specifically stated elsewhere in this project statement of work to provide a complete and usable facility upon completion.

1.3 PROJECT REQUIREMENT

This project shall accomplish a design-build repair for the B4081. Work for the project is described in more detail in Section 8 of this Statement of Work (SOW). Sustainable principles, to include life cycle cost-effective practices shall be integrated into the design, development, and construction of the project(s) in accordance with the latest version of UFC 1-200-02, High Performance and Sustainable Building Requirements.

Construction activities may commence after the approval of the Environmental Protection Plan (EPP) and AF Form 103 (work clearance). The Contractor shall coordinate on-site safety requirements through the 718th Civil Engineer Squadron (718 CES).

1.4 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL (GFE/GFM)

The following GFE/GFM will be provided:

No GFE/GFM that will be provided.

2 SITE CONDITIONS

2.1 WORK SITE LOCATION

a. See attached maps.

b. Affected facilities / infrastructure are:

(1) B4081

c. Occupancy of Premises

(1) Government personnel may occupy the building during design phase and construction. The contractor shall coordinate with the facility manager and 718 CES/CENM for access to the work areas.

2.2 AS-BUILT DRAWINGS

See attached drawings as a reference.

The Government bears no responsibility for the accuracy or completeness of these drawings. Contractors shall conduct field investigations of the affected facility to ascertain the actual existing conditions prior to beginning the design. The Contractor is solely responsible for any errors, omissions, delays, or additional costs attributed to the failure to do so.

2.3 REGULATED BUILDING MATERIALS

a. Asbestos Containing Material / Lead Base Paint (ACM/LBP)

b. The project may require sampling and testing of ACM/LBP. The Japan Environmental Governing Standards (JEGS) will be followed during the sampling process and testing. See Attachment-9a Section 01 57 19.01 30, Temporary Environmental Controls – Kadena Air Base

2.4 USE OF LATRINE AND UTILITIES

Latrine is not available in the building/work area. The Contractor shall be responsible for providing latrines for his personnel. Location of the latrine(s) will be designated and approved by the Contracting Officer (CO). Contractor furnished latrines shall be removed from Government property within three calendar days after final acceptance of the project.

3 PROJECT PHASING & SCHEDULE

3.1 PERIOD OF PERFORMANCE

a. The Period of Performance (POP) allowed on this contract is detailed below. The Contractor shall be required to complete the entire work, ready for use. This includes pre-construction and material submittals, government reviews, material procurement, unfavorable weather, and construction time. The time for completion shall include final cleanup of the premises.

Days for Design: 180 calendar days

Days for Construction: 473 calendar days

Total POP 653 calendar days

b. Notice to Proceed. Day one of the POP is the day after the day the Contracting Officer issues the Notice to

Proceed (NTP) on the design. If no serious issues are identified during the Pre-Design Conference, the Contracting Officer normally issues the NTP at the end of the conference.

c. Close-Out. All requirements of this contract including the design, submission and Government review of submittals, resolution of design issues, material acquisition, on-site construction work, site clean- up and return of the facility, ready for use, must be completed by the last day of the POP. Refer to section 01 78 00 for suspense of Closeout Submittals.

3.2 PRE-DESIGN MEETING

a. Within 10 days of receiving the notice of award, the Contractor will schedule a Pre-Design Meeting with the Contracting Officer, Civil Engineer Squadron (CE) Project Delivery Team, and other project stakeholders.

b. At the Pre-Design Meeting, the Contractor shall submit a Project Schedule for review by the Government and re-submit updates, as necessary, until project completion.

c. During the meeting, the Contractor may ask any questions pertaining to the contract, including questions pertaining to the design, progress schedule, or other issues. If requesting changes to any elements of the contract, submit a written explanation justifying the change(s), accompanied by diagrams, technical data, and any other justifying documents to the Contracting Officer. The Government recognizes only those changes agreed upon in writing by the Contracting Officer as official changes to the contract.

3.3 DESIGN

a. Design Schedule

(1) The design work shall be completed in accordance with the following sequence/timeframe. Written approval from CO is required to proceed to the next level of design submittal. Contractor shall attend review meetings as scheduled.

DESIGN SCHEDULE SHALL BE COMPLETED WITHIN

Submit 35% Design Documents 50 calendar days after NTP Government 35% Design Review 21 calendar days after submission Submit 65% Design Documents 30 calendar days after 35% design approval Government 65% Design Review 21 calendar days after submission Submit 95% Design Documents 30 calendar days after 65% design approval Government 95% Design Review 14 calendar days after submission

Submit Revised 95% Design Documents 14 calendar days after 95% design approval

Design Subtotal: 180 calendar days

b. Design Review Meetings

(1) The Contractor shall attend meetings with the Government at the 35%, 65% and 95% design stage to discuss details of the design with Government stakeholders. Submit all required design documents just prior to, or at the onset of each meeting.

(2) The Contractor shall prepare all meeting minutes to document both party’s comments and distribute copies to attendees via email within 3-working days after each meeting.

(3) The Contractor shall provide a proper resolution for all legitimate issues brought up by Government reviewers and return the completed PACAF Form 225 within 14 days.

3.4 CONSTRUCTION

a. Pre-Construction Conference: The Contractor shall request a pre-construction conference with the Government no later than 28-calendar days prior to the start of on-site work.

b. Construction Schedule:

SITE WORK/CONSTRUCTION SCHEDULE SHALL BE COMPLETED WITHIN

a) Material Submittals: 30 calendar days after 95% design approval

b) Government Material Review: 35 calendar days

c) Procurement of Materials: 120 calendar days

d) Construction Time: 278 calendar days

e) Unfavorable Weather: 10 calendar days

Construction Subtotal: 473 calendar days

c. Follow the working hours and days listed in the specifications. To wit, “Normal Construction Working

Hours and Work Days shall be from 07:30 to 18:00, Monday through Friday, excluding U.S. Federal holidays.”

(1) Work outside of normal hours or days is prohibited without written approval of the Contracting Officer.

(2) Federal Holidays are listed in the specifications.

d. Weather Delays: The Contractor shall provide a weather delay request within 10 days of unfavorable weather that caused the work delay per FAR 52.249-10(b)(2).

e. Start Work Notification

(1) No less than 7 days prior to the start of on-site work, the Contractor shall inform the Contracting Officer and CE PM in writing of their intended start date. The Contractor must have a fully coordinated the Work Clearance Request (AF Form 103) and have received approval of the Environmental Protection Plan (EPP) prior to being authorized to start on-site work.

(2) See specifications for details concerning the AF Form 103.

(3) See Section 01 57 19.01 30, TEMPORARY ENVIRONMENTAL CONTROLS, for details about drafting and submitting the EPP.

4 DESIGN REQUIREMENTS

4.1 DESIGN CRITERIA

A) See specification section 01 33 16.00 10, DESIGN DATA AFTER AWARD.

B) As a reference, Federal Facility Criteria (FFC) and regional design criteria include, but are not limited to:

• Federal Facilities Criteria (FFC)

• Unified Facilities Criteria (UFC)

• UFC 1-200-01 DoD Building Code

• Unified Facilities Guide Specifications (UFGS)

• Unified Master Reference List

• Occupational Safety and Health Administration (OSHA) 29 CFR 1910 and 1926

• USACE EM 385-1-1, Construction Safety Manual

• Japan Environmental Governing Standards (JEGS)

• Title 16 CFR Part 1201

• Japanese Industrial Standards (JIS)

• Japanese Architectural Standard (JASS)

C) The new windows and skylights being installed comply with UFC 4-010-01 DoD Minimum Antiterrorism

Standards, 3-11.1 Glazing and B-3.1 Windows and Skylights. For further specifics check all of chapter 3 as well as B-3

D) The Designer of Record (DOR) may opt to incorporate building materials, construction and/or testing methods meeting Japan Industrial Standards (JIS) into the project, where not restricted, by incorporating criteria from with USACE POJ Japan District Design Guide (JDDG). The USACE Japan Edited Specifications (JES) documents reference common Japan-manufactured building materials and methods that have been evaluated by USACE/POJ as equivalencies and meet the material specifications and intent of the US specifications. Incorporated the JES in lieu of the corresponding UFGS when recommended by JDDG criteria.

5 SUBMITTAL REQUIREMENTS

5.1 GENERAL

a. See specification section 01 33 00, Submittal Procedures; and section 01 78 00, Closeout Submittals.

b. Submittals for all materials and shop drawings must be coordinated and approved by the 718th Civil Engineer Squadron (718 CES) Project Manager.

c. Project design will be coordinated with the 18th Contracting Squadron (18 CONS), the Using Agency, 718 CES and other agencies involved in project reviews.

d. The Contractor’s licensed Architects and Engineers shall stamp, date, and certify all professional design documents. Provide proper credentials prior to beginning design work. Construction documents must be stamped, signed and dated prior to construction and upon completion of the project.

e. Submit a Basis of Design document, that show the design analysis calculations, for each construction discipline, with the 35%, 65% and 95% design submittal.

f. When submitting Safety Data Sheet (SDS) for hazardous materials, disregard instructions requiring the AF Form 3952, and submit in conjunction with the EPP, but use a separate AF IMT 3000. List each SDS as a separate line on the AF IMT 3000. Ensure each foreign language SDS is submitted with an English translation. If Japanese material to be used, A certificate of Noxious Substance Report shall be submitted for each material, and the date shall not be older than the SDS being provided.

5.2 SUBMITTAL DOCUMENT FORMAT

See specification section 01 33 16.00 10, Design Data (DESIGN AFTER AWARD); section 01 78 00, Closeout Submittals; section 01 78 23, Operations and Maintenance Data; and section 01 78 24.00 10, Facility Data Requirements.

a. Submit all design documents at each stage of the design and acceptance process.

b. Provide two sets for each submittal: one set for 18 CONS/PKC and one set directly to the 718 CES/CENM flight managing the project.

c. A set consists of one printed hard copy of each submitted document and a CD-R, DVD-R, or CD- ROM containing all of the documents.

d. Do not use media recorders that burn discs regionalized for Japan only. Media must be regionalized for the United States or not regionalized at all.

e. Hard copies shall be submitted per the following schedule:

Submittal

35% sets

65% sets

95% sets

Revised 95% sets

1 B1 Drawings (full size) 1 1 1 1 2 B2 Drawings (half size) 2 2 2 2 2 Specification Package with AF IMT 66 2 2 2 2 3 Annotated Design Review Comments 2 2 2 2 4 Design Analysis/Calculations 2 2 2 2 5 CD-R (all contract documents) 1 1 1 1 6 Draft DD Form 1354 - - 1 1 7 Draft Progress Schedule - - 2 2 8 Approved EPP - - - 1 9 Detailed Cost Estimate (Contractor’s bid) 1 - 1 1

6 OTHER REQUIREMENTS

6.1 GENERAL

a. The project engineer, the user, and 18 CONS/PKC representatives shall accompany the Contractor to conduct joint job site inspection prior to initiation of the site work.

b. This project requires the design, review, and oversight services of a Qualified Fire Protection Engineer (QFPE) in accordance with UFC 3-600-01 Fire Protection Engineering for Facilities Paragraph 1-7.

c. The Contractor shall be responsible in transporting equipment and furniture from the construction area to the contractor’s provided climate-controlled storage, and back.

6.2 PRE-FINAL INSPECTION

The Contractor shall conduct a pre-final walk-through inspection in the presence of the COR and CE Project Manager and publish the pre-final inspection findings in a pre-final inspection report. The pre-final inspection shall be conducted a minimum of 10 calendar days before the final inspection date. A Beneficial Occupancy Determination (BOD) may be required for certain areas if it is in the best interest of the Government.

6.3 FINAL INSPECTION

a. The final inspection report shall certify that all Contractor construction contract requirements have been met.

b. The Contractor shall complete a DD Form 1354, Transfer and Acceptance of DoD Real Property, for Government approval. Submit a draft version of the DD Form 1354 with the 95% design documents.

Submit an interim DD Form 1354 at the pre-final inspection and a final DD Form 1354 prior to final invoice. Prepare the DD Form 1354 in accordance with UFC 1-300-08, Criteria for Transfer and Acceptance of DoD Real Property.

7 SPECIAL REQUIREMENTS

a. Construction Project Signs: The Contractor shall provide and maintain construction signs on all Task Order project sites. Signs shall be installed on Task Order sites by the contract start date and shall be removed by the contract completion date. Location of project signs will be coordinated with the Task Order Facility Manager, and Project Manager. Contractor may install company signs at temporary site office locations. Request for company sign will be submitted to Contractor Officer and the Project Manager in writing for approval. The Contractor shall provide a prominent sign, printed in English and Japanese, displayed at the entry control point, listing all prohibited and restricted items.

b. Storage of Material, Latrines and Field Office: Storage of materials, latrines and field office or assembly area on base shall be authorized for this contract. The Contractor shall prepare and submit proposed areas and layout details 45 days in advance to 718CES/CENMC for approval.

c. Any work that closes prohibits, or limits facility access shall be coordinated through the 718 CES/CENM

d. The Contractor shall provide a weather delay request within 48 hours of inclement weather that caused the work delay.

e. The Contractor shall coordinate with the Contracting Officer Representative (COR) for identification of building office furniture and equipment to be removed from the building prior to construction activities.

The Contractor shall remove building office furniture and Equipment from the building and transport to temporary location(s) on Kadena Air Force Base as instructed by the COR. The contractor shall provide containers for store office furniture and equipment. The Contractor shall reassemble and set up the office furniture and equipment for use at the temporary location(s) as instructed by the COR. After completion of construction work, the Contractor shall transport and return all furniture and equipment to the building.

The Contractor shall reassemble and set up the office furniture and equipment for use in the building as instructed by the COR.

f. Utilities Outage: The Contractor shall submit a schedule utility outage (e.g. electrical, HVAC, Fire alarm), if needed, to the Task Order Facility Manager and Project Manager in writing at least 45 days in advance of the proposed interruptions.

g. Protection of Properties: The contractor shall protect, with approved protective materials, the area surrounding their work, to include the site and facility as well as anything remaining within the facility (e.g. equipment and furniture) in accordance with FAR 52.236-9 and FAR 52.236-12.

h. This building will be occupied during construction. Therefore, the construction shall be proceeded room to room. The contractor shall coordinate closely with user agency to determine construction schedule and phasing plan.

i. The contractor shall provide safety barricade/barriers to protect the children from accidents and any untoward incidents. The safety plan, barricade plan and scaffolding plan shall be approved by 18 CES/CEF and 18 WG/SEG.

j. The contractor shall provide CCTV alternatives when existing cameras are blocked by construction, and footage to be kept for 90 days. User requires access to the footage at any point, including monitor viewing provided by the contractor.

k.

8 ENVIRONMENTAL COMPLIANCE CRITERIA

8.1 GENERAL ENVIRONMENTAL COMPLIANCE

a. The Contractor shall draft and submit an Environmental Protection Plan (EPP) per specification section 01 57 19.01 30, TEMPORARY ENVIRONMENTAL CONTROLS, and comply with the plan during the entire period of performance.

b. Be advised that on-site construction work cannot begin until Government approval of the Contractor’s EPP.

The AF Form 103 Work Clearance Request will not be approved until the EPP is approved.

(1) Submit the above items early to avoid a delay in the construction schedule. The Contractor is solely responsible for any delays attributed to the Government’s disapproval of plans that do not meet the contract requirements.

c. REQUIREMENTS FOR HAZARDOUS BUILDING MATERIALS

(1) For unexpected discovery of hazardous building materials, comply with specification section 01 57

19.01 30.

d. Note: If required by Japan regulations to submit facility-specific asbestos survey data to the GOJ, first consult with 18CONS and submit the completed GOJ PDF documents to the Contracting Officer/Administrator and request authorization to release Government information. Upon written approval, submit the Government reviewed and returned PDFs only to the GOJ

9 DETAILED DESCRIPTION OF WORK

9.1 B4081 PROJECT NUMBER LXEZ221032

9.1.1 Civil:

a. Demolition/Removal

(1) The contractor shall work under the assumption that the ACM is contained in concrete/mortar in this facility. The contractor shall abate the ACM if the contaminated area will be disturbed by this project.

(2) Remove/dispose paved and unpaved surface including old sewer main from cleanout at the corridor connected to exterior manhole. See mechanical plumping system.

b. Construction

(1) Replace old sewer main pipe from clean out to exterior manhole. Provide adequate slope to prevent clogging.

(2) Completely restore damaged surface to same or better condition.

9.2.1 Architectural:

a. Demolish/Removal

(1) The contractor shall work under the assumption that the ACM is contained in concrete/mortar in this facility. The contractor shall abate the ACM if the contaminated area will be disturbed by this project.

(2) Remove all interior window glazing (floating glass panels and plastic panels included) with sash and all related accessory/hardware thorough out the facility.

(3) Remove all interior door glazing and transom including glazing attached on cabinet door. The contractor shall replace the door leaf and/or cabinet door when/where the glazing cannot remove itself.

(4) Remove the unnecessary items including window films attached on the exterior window.

(5) Remove acoustical ceiling tiles and gypsum board thorough out the facility. All items attached the ceiling (e.g., access panel, detector, ventilation, lighting fixture and insulation etc.) shall be removed and stored as necessary. (Men’s and women’s toilets are not in this contract)

(6) Remove ceiling system in room 0134, 0133 and 0108

(7) Remove all skylight dome and all related accessory/hardware. Existing waterproof that affects this skylight replacement work shall be removed as needed. Skylight frame shall be removed if new skylight dome cannot match.

(8) Remove all mechanically operated smoke ventilation windows with fixed glass and all related accessories/hardware. Existing waterproof that affects this ventilation replacement work shall be removed as needed. Mechanically operated smoke ventilation window frame shall be removed if new mechanically operated smoke ventilation windows cannot match.

(9) Existing concrete curb shall be modified according to this skylights and smoke ventilation window as needed.

b. Construction

(1) Provide comfort cooling units as necessary.

(2) Provide climate-controlled storage.

(3) Install new interior windows glazing with sash and all related accessory/hardware thorough out the facility. New window glazing shall be in compliance with title 16 code of federal regulation and all requirements.

(4) Install new interior door glazing and transom including cabinet door thorough out the facility. New glazing shall be in compliance with title 16 code of federal regulation and all requirements. Provide new door leaf and/or cabinet door as needed.

(5) Provide shatter resistant films for all exterior windows.

(6) Install new acoustical ceiling tiles thorough out the facility. All items attached the ceiling (e.g., detector, ventilation, lighting fixture and insulation etc.) shall be reinstalled.

(7) Install new 15mm thick water and/or fire-resistant gypsum bord ceiling with ceiling system in room 0134, 0133 and 0108. All items attached the ceiling (e.g., detector, ventilation, lighting fixture and insulation etc.) shall be reinstalled. New bord shall be paint finished.

(8) Install new skylights with/without frame and all related accessory/hardware. Provide caulk/seal and waterproof for roof and concrete curb if needed.

(9) Install new mechanically operated smoke ventilation window and fixed glass with/without frame and all related accessory/hardware. Provide caulk/seal and waterproof for roof and concrete curb if needed.

(10) Provide surface preparation such as clean, repair, and caulk surfaces. Paint all interior surfaces over existing wall (storage area and office area) and ceiling. The paint color shall be selected by user.

(11) Clean (remove oil, grease and loose foreign matter, including, mildew, plant growth, dirt, and corrosion products), repair damaged exterior surfaces. Remove all blistering and flaking paint. Seal and caulk all repaired exterior surfaces. Prepare all surfaces and repaint over existing exterior surface.

Building number shall be repainted per base standard.

Architectural note:

• The intent of this project is to paint over existing surface finishes. However, asbestos and Lead-Based Paint (LBP) have been detected at this facility. The contractor shall abate the asbestos and lead based paint if the contaminated area will be disturbed during surface preparation. The Contractor shall prepare surfaces using non-abrasive cleaners and tools to avoid disturbing the surfacing materials and encapsulate the prepared surfaces with the new paint.

• The new material shall meet all standards and code. Also, the new material quality shall be equal or better than existing material.

9.3.1 Electrical:

a. Demolish/Removal

(1) The contractor shall work under the assumption that the ACM is contained in concrete/mortar in this facility. The contractor shall abate the ACM if the contaminated area will be disturbed by this project.

(2) Remove and dispose of circuit breakers, wiring, conduit, and all associated items that feed exhaust fans and supply fans fed from the “FAN CONTROL PANEL” and panel “P”. Explore which fans are fed from which circuit breaker prior to removal.

b. Construction

(1) Provide and install new circuit breakers, wiring, conduit, and all associated items to support the installation of new upgraded exhaust fans and supply fans. Equipment to be installed roughly in the same locations as the existing.

(2) If existing panel “FAN CONTROL PANEL” is overloaded, provide and install new panel board with main circuit breaker to support the installation of new exhaust fans and/or supply fans. Provide and install wiring, conduit, and all associated items to connect new panel board to existing panel board “M-LP” or “P”

9.4.1 Mechanical

a. Demolish/Removal

(1) The contractor shall work under the assumption that the ACM is contained in concrete/mortar in this facility. The contractor shall abate the ACM if the contaminated area will be disturbed by this project.

(2) Remove and dispose existing kitchen hoods #1, #2, #3, #4 and #5 including exhaust fans, ductwork, automatic wash down system and all associated accessories.

(3) Remove existing sewer line in the corridor (131) up to the main sewer line including associated materials and accessories. Refer to Civil Work for the Point of Disconnection (POD).

b. Construction

(1) Provide new kitchen exhaust hood system with access panel that allows for cleaning and inspection of the system to replace kitchen hood #1 including exhaust fan, ductwork, automatic wash down system, drainpipe, and all associated accessories.

• Equipment underneath: Burner / Range

(2) Provide new kitchen exhaust hood system with access panel that allows for cleaning and inspection of the system to replace kitchen hood #2 including exhaust fan, ductwork, automatic wash down system, drainpipe, and all associated accessories.

• Equipment underneath: Oven / Warmer

(3) Provide new kitchen exhaust hood system with access panel that allows for cleaning and inspection of the system to replace kitchen hood #3 including exhaust fan, ductwork, automatic wash down system, drainpipe, and all associated accessories.

• Equipment underneath: Braising Pan

(4) Provide new kitchen exhaust hood system with access panel that allows for cleaning and inspection of the system to replace kitchen hood #4 including exhaust fan, ductwork, and all associated accessories.

• Equipment underneath: Oven / Steamer

(5) Provide new kitchen exhaust hood system with access panel that allows for cleaning and inspection of the system to replace kitchen hood #5 including exhaust fan, ductwork, and all associated accessories.

• Equipment underneath: Dishwasher

(6) Replace the existing make-up air systems for hoods #1, #2, #3, #4 and #5 and provide non-tempered make-up air supply that is integral to the new hoods for kitchen ventilation including ductwork and all associated accessories to ensure that the air flow in kitchen is properly balanced given the calculated capacities of the new kitchen hood systems.

(7) Provide control interlocks for make-up air supply and exhaust fans to ensure that the HVAC system balance is maintained, and that requirement for the exhaust fan operation in NFPA 96 is satisfied.

(8) Provide testing, adjusting, and balancing (TAB) of the new HVAC system.

(9) Remove, clean, and reinstall all existing ceiling mounted mechanical materials such as, but not limited to diffusers, registers and grilles that will be affected by ceiling replacement.

(10) Provide new sewer line in the corridor (131) up to the main sewer line including associated materials and accessories. Refer to Civil Work for the Point of Connection (POC).

(11) Conduct plumbing testing for the new system.

(12) Ensure that all HVAC materials to be provided are made of stainless steel or other corrosion resistant or the maximum extent possible or as design constraints allow.

9.5.1 Fire Protection

a. Demolish/Removal

(1) The contractor shall work under the assumption that the ACM is contained in concrete/mortar in this facility. The contractor shall abate the ACM if the contaminated area will be disturbed by this project.

(2) Remove and replace existing wet chemical system for the kitchen equipment in kitchen hoods # 1 and #3 including all associated accessories.

b. Construction

(1) Provide new wet chemical system for the kitchen equipment in kitchen hood # 2 including all associated accessories.

(2) Provide all necessary appurtenances to connect the new wet chemical system to the existing fire alarm.

Fire alarm system shall be tested prior to and upon completion of installation of new fire suppression system.

10 ACM / LBP-RELATED WORK

10.1 General

a. The Contractor shall ensure all ACM/LBP related assessments, surveys, sampling, reporting, abatement plan design and execution, and waste disposal is conducted by trained and certified in accordance with the applicable Code of Federal Regulations (CFR) and the requirements in the specifications and supplements identified in the SOW.

10.2 Abatement of Identified Materials

a. Concrete and mortar.

11 ATTACHMENTS

1. Specifications for General Requirements and Existing Conditions

2. Technical Specifications a Kadena Air Base CAD Standard b KABI32-2001 – Fire Prevention and Protection

3. Additional Environmental Specifications

4. Kadena Design Guide

5. Work Site Location Maps

6. As-Built Drawings

7. Special Contract Requirements

8. Other Contract Requirements

9. ACM/LBP Test Results

10. Plumbing system

11. Floor plan

11 ATTACHMENTS