03._Attachment_1_SOW(_16_Apr_15).pdf

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ZNRE 15-1069

Replace Fire Alarm Control System, B4086

DATE: 16 Apr 2015

STATEMENT OF WORK

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEER SQUADRON

YOKOTA AIR BASE, JAPAN

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STATEMENT OF WORK (SOW)

FOR

REPLACE FIRE ALARM CONTROL SYSTEM, B4086

AT

YOKOTA AIR BASE

Date: 27 Mar 2015

I. PRINCIPAL FEATURES OF WORK: The Contractor shall verify site conditions and conduct all field surveys and measurements as necessary to complete this project. All performance under this project shall meet or exceed US Government and Japanese Construction Standards. The Contractor shall provide all labor, materials, equipment and any other necessary to complete this project to ensure a complete and usable facility.

II. GENERAL SCOPE

A. Overall objective: Design and build new fire alarm control system to replace existing fire alarm control system with new system.

B. General Description of Electrical Work:

1. Replace all existing fire alarm control system with a new fire alarm control system which includes conduits/wiring according to Unified Facilities Criteria (UFC) 3-600-01 and National Fire Protection Association (NFPA) 72. Installation of additional equipment/devices with associated circuitry and modification of existing circuitry shall also be required if necessary.

a. The new Fire Alarm Control Panel (FACP) shall be an analog addressable with integrated radio transceiver system and operated at a minimum 16 zones with auxiliary contacts functions, including back-up batteries in accordance with UFC 3-600-01 and capable to operate with all existing and/or new interlock and control circuits.

b. The new systems shall also include Very High Frequency (VHF) antenna/mounting devices, coaxial cables/connectors, lightning arresters/mounting box, grounding and additional equipment/devices and etc. as recommended by the manufacturer. The new system shall be Class-A Signaling Line Circuits and connected to the base Main Fire Station (Bldg. 530) for communication purpose.

c. Description of replacement and installation are as follows:

1) Replace all existing fire detectors, manual pull stations, bells, strobes, indicator lamps with associated rigid conduits/fittings, junction/pull boxes, and wirings appropriately in accordance with NFPA 72. Additional new equipment/devices with associated circuitry shall also be required in accordance with NFPA and UFC 3-600-01.

2) Remove existing consolidation boxes equipped with fire bell, indicating lamp, and manual push station and install each new device separately and in a vertical manner at appropriate location. Damage to existing walls and ceilings shall be repaired as required, matched adjacent wall finishes.

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3) New Manual Pull Station shall be double action type and meets the Americans with Disabilities Act (ADA) requirement. Operating instructions are molded into the unit in Braille text, and all pull stations are keyed alike with FACP. The Protection cover with gasket shall also be provided, if necessary.

4) The existing building transceiver, BT2-8 (Monaco Enterprise Inc.) for Bldg. 4086 is shared with Bldg. 4084 and it is located in Bldg. 4084. It contains signals for both Bldgs. 4084 and 4086’s fire alarm systems which are connected to the Main Fire Station (Bldg. 530). The Contractor shall only disconnect Bldg. 4086’s fire alarm signal lines to first joint box mounted on the existing concrete pole located at parking yard of Bldg. 4086. The Contractor shall contact CE Alarm Shop through the Construction Inspector before any task to touch existing fire alarm control system.

5) Install new FACP on the right side of the short wall outside of the bathroom, when entering from the garage area. To install the new FACP, remove existing lights/exhaust fan with pilot lamp control switches on that same wall where the FACP is to be installed. Install new switches on the left side of the wall with associated conduits and wiring. Existing briefing board shall be relocated to make room for the installation of those new switches. (Arch work)

6) In the existing store area, install a new pull station, an indicator lamp with associated conduits and wiring on the right side of the colored column when entering from the shop entrance door. New horn and/or visible notification location shall be negotiable.

For all other area, appropriate number of equipment/devices shall also be installed.

Indicator lamp above each manual pull station shall also be required.

7) The Contractor shall field verify all existing circuitry including Heating, Ventilation, Air Conditioning (HVAC) control system, any pumps and/or motor control systems, etc. prior to the beginning of on-site work. The new Fire Alarm Control system shall properly interlock with, communicate with, and control all existing systems. Install additional circuitry and/or modifications to existing circuitry for the interlock circuitry as required.

8) Provide a dedicated power circuit with surge protection to the FACP system’s circuitry and in accordance with UFC 3-520-01.

9) A representative and/or authorized technician of the manufacturer of this new system shall provide a program and/or set and test the FACP verify the new system is approved and will have no problems with the current main fire alarm control systems.

10) The current main fire alarm control system at the Main Fire Station of Yokota Air Base is made by Monaco Enterprise Inc. We highly recommend that you use the Monaco FACP system so that the new FACP will be compatible with the existing one and provide easier maintainability for the CE Alarm Shop. If a different system is chosen, the contractor must guarantee that the new system will work with the current fire alarm main control system and there will be no trouble or concerns.

Notwithstanding our very strong suggestion, if you use another manufacturer’s system, the warranty for the other manufacturer’s system is required for 5 years with written a guarantee by both manufacturer and the contractor’s signature.

2. Replace all other existing related mechanical and electrical equipment/devices/control panels/switches and etc. with related circuitry with new as necessary.

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3. Contractor is fully responsible for:

a. Providing all necessary parts and/or accessories (i.e., mounting cabinet, bracket, box/base, spacers, back and/or cover plate and etc.) to install all equipment and devices appropriately.

b. Providing additional ceiling access(es) and other related architectural work for removal work and/or installation of new conduits and wiring work as required.

1) If the detector(s) is (are) required to be installed above the ceiling and the ceiling is not suspended grid (t-bar grid, drop ceiling grid, etc.), then new ceiling access shall be installed to easily access each detector.

c. Provide temporary electrical circuitry including transformers, panel boards, circuit breakers, generators, conduits and wiring with physical protection, mounting supports, associated wiring devices and all related work to minimize power outage. The Contractor must remove all of the above after the work is finished.

d. Any excavation and/or penetrations require the use of ground/wall penetrating radar or X-ray prior to drilling to prevent any damage of the reinforcing and/or other objects.

e. All new conductors and cables shall be eco-material cable (type EM) which is halogen-free gas, and heat resistant 75 degree C (167 degree F) type and all rigid steel conduits/fittings shall be threaded type.

f. Remove asbestos containing materials where existing and/or new equipment/devices and circuitry are required that will disturb the asbestos containing materials.

g. Remove all unnecessary conduits/wiring, fittings, junction/pull boxes, equipment/devices and etc. Pumping out water and/or removing mud and debris from each existing hand/man holes prior to and after the construction is required.

h. Field-applied paint on exposed metal surfaces of electrical equipment, wiring devices and structural steel except shop finished surfaces shall be provided to match adjacent condition.

i. Repair any damage to buildings, piping, or equipment using skilled personnel of the specific trades involved.

j. Provide temporary dustproof compartment and/or cover to protect marketable product and user’s property. Contractor must remove all of the dustproof protection after the work is finished.

k. Notify the base Fire Alarm Shop (374 CES/CEOFA) through the Construction Inspector before disconnecting existing FACP. After the Fire Alarm Shop survey the existing FACP, the Contractor shall remove the FACP.

C. General Description of Architectural Work:

1. Remove and dispose of existing aluminum door at the store side (overhead door closer, hinges, and related items). Existing steel frames can be reused.

2. Install new wire glassed aluminum door (including overhead door closer, stainless hinges, SOW-5 stainless pull handles, two stainless thumb turn locks and any other necessary items). Install new flat steel bars (minimum 3.2mm thick) on existing frames to install new door. Provide laminate film (clear colored shatter-proof film) for inside surface of the glass. Thickness of wire glass shall be in accordance with door and glass’s manufacturer.

3. The new wire glassed aluminum door shall open in the opposite direction of the existing door, so that customers will not bump into the new pull station.

4. Paint steel frames with sealant in required places as dictated by the government.

5. Existing briefing board shall be relocated so that new electrical switches can be installed.

6. Provide other associated temporary work, necessary repairs, repainting and protection to prevent damage to the building this project is taking place in.

D. General Description of Mechanical Work: Basically N/A; however, complying with obligation in

NFPA, as required.

III. REFERENCES: Below references as minimum shall be incorporated to meet the USAF standard.

A. Japan Environmental Governing Standard for U.S. Military in Japan

B. United Facilities Criteria

C. Unified Facilities Guide Specifications (UFGS)

D. Applicable national codes and industrial standards including but not limited to:

1. National Fire Protection Association

2. National Electric Code

3. International Building Code

4. International Existing Building Code

5. International Mechanical code

6. International Fire Code

7. International Plumbing Code

8. American Society of Heating, Refrigeration, and Air-Conditioning Engineers

9. Uniform Plumbing Code

10. Standards of the Illuminating Engineering Society

11. Japanese Industrial Standards (JIS)

12. Yokota Air Base design standards

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IV. EXISTING CONDITIONS CONSIDERATION

A. The design and analysis shall be calculated based on the attached as-built drawings.

B. The Contractor is responsible for correcting any unplanned / unapproved adverse impacts to the facility due to their work at no additional cost to the Government.

V. DESIGN POLICY AND CRITERIA

A. The Government will furnish the basic design criteria to the Contractor from which the project documents can be developed and produced as described below. Suggestions that will improve the operational functions, enhance appearance, and prove to be more economical and advantageous shall be made at the appropriate review conferences. The design must be accepted by the government and a Notice to Proceed (NTP) by the Contracting Officer (CO) must be issued in accordance with the contract.

1. Design instructions: The design shall incorporate the requirements as discussed in the pre-and post-award conferences and site visits.

2. Cost saving techniques: The design is to provide functionality without embellishment. Also, the design is to achieve an optimum balance between aesthetic consideration, operations and maintenance costs, energy conservation measures, and durability of materials and systems.

Design and support items will be limited to the minimum essential support construction required to provide a useable facility. Every effort will be made to reduce utility runs and site preparation requirements through proper design.

B. Government furnished information: The age of government data and as-built drawings, along with the fact there has often been undocumented tenant construction, reduces their usefulness and reliability. The Contractor shall verify the data shown on government-furnished reference documents by performing reconnaissance, surveys, and field measurements.

VI. DESIGN SERVICES

A. Site design data: The Contractor shall perform field reconnaissance, visual surveys, and site investigations in accordance with requirements of this project. During the site data collection, the Contractor shall record all existing conditions (inside and outside) and obtain engineering information/design data for the accomplishment of this project. All material sampling, testing, and removal shall be performed in accordance with the Japan Environmental Governing Standards (JEGS).

1. Asbestos testing: Previous asbestos surveys result will be used for this design services.

B. Field measurements: The Contractor shall be required to make field investigations to verify dimensions and other information shown on Government-furnished reference data and drawings.

C. General: The Contractor will consider all design options and criteria reductions that may be necessary, in those instances, where possible cost overruns may be expected. All drawings and specifications shall be prepared, reviewed, and approved by registered professional architects and engineers. The Contractor shall have on staff or under contract a qualified and experienced U.S.

certified Fire Protection Engineer. This person shall be responsible for performing and overseeing all engineering aspects for the fire protection system construction including but not limited to, calculations, layout, shop drawings, equipment selection, submittals and inspections. In addition, this person shall be responsible for the testing plans and for final commissioning and attending the pre-testing and final acceptance testing of the system. All hardcopy and electronic submittals of the

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drawings, specifications, basis of design, construction schedule, and submittal register shall be submitted and delivered to the contracting officer. One copy of the final drawings shall be submitted in specified editable electronic format for incorporation into Geobase.

1. 60% design and 90% design: 90% design submittals shall be based on 60% design and comments furnished by the Air Force. The preliminary design submittals will include detailing of the requirements of the project so to leave the reviewer no question as to scope of this project.

2. 100% final design (including 100% corrected final): The final submittals shall be based on the previous submittals and comments furnished by the Air Force along with an anticipated design/construction time schedule (bar chart). The Final Design submittals will include all requirements shown on the Preliminary designs, a complete and thorough detailing of all the requirements of the project.

3. The design will not be deemed 100% final until the Government has accepted all response(s) to comments made on previous submittals. The Contractor shall make such required revisions at no additional cost to the Government. It is recommended that the Contractor electronically submits to the Government a compilation of response to comments along with pages / drawings / calculations that will change between 90% and final submittal. This will minimize the possibility of multiple versions of Final Design, (such as 100% Corrected Final Design 1, 100% Corrected Final Design 2, etc.)

4. Design submission copy quantities: All submittals shall occur in the number and format as prescribed below:

ITEM

60%

(Preliminary) 90%

(Pre-Final) *100% (Finals)

Drawings 1-Full Size Sets 2-Half Size Sets

1-Full Size Sets 2-Half Size Sets

+1-Full Size Sets 2-Half Size Sets

Specification Index 2-Sets 2-Sets 2-Sets Edited Specification Sections 2-Sets 2-Sets Base Of Design 2-Sets 2-Sets 2-Sets Time Schedule 2-Sets 2-Sets Electronic Media containing items listed above

1 Compact Disc

(CD)

1 Compact Disc

(CD)

Note: 1. Specification Index and Specification Sections will be combined into one (1) bounded booklet.

D. Drawings: Drawings shall be prepared on AutoCAD release 2012 using the BCE computer aided drafting (CAD) layering standards. All contract drawings shall be well prepared, complete, and accomplished in accordance with the best professional practice.

1. Appearance: Drawings shall show clearly and concisely the type and extent of work to be performed in the project. The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Notes on the drawings should be held to a minimum. Extensive explanatory notes on the drawings are not desirable and should be placed in the specifications.

All units shall be shown in metric only. Standard building material indications and symbols for architectural items and for civil, architectural, mechanical, electrical and fire protection items and equipment shall be used to the greatest extent possible. The use of figures less than three (3) millimeters for building dimensions shall be limited. Drawings shall be delivered in

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hard copy, standard quality paper at review stages in numbers listed and in accordance with the requirements. Full size drawings shall be approximately 600 x 840 millimeters (drawing size A1).

E. Specifications: Specifications shall be delivered in hard copy, bound, and at the various stages and quantities listed and in accordance with the requirements. Specifications shall be prepared in Spec Intact, the Unified Facilities Guide Specifications (UFGS) that incorporate the Japanese Architectural Standard Specification (JASS) and the Japan Intelligence Support System (JISS) (MS Word version 6.0 or higher format). Each specification page shall contain a header and footer with the project number in the bottom left corner and the specification section and page number in the center separated by a dash.

Specifications, including all technical and special conditions, shall be based and prepared on a format modified for Air Force construction, as directed by the CO. No references will be made to Military and Federal specifications or standards, but rather, all relevant Military and Federal specifications or standards shall be incorporated directly into the design. In general, the use of "proprietary type" specs shall be avoided. When a brand or manufacturer's name is used to describe a type of product, the words "or approved equal" shall be included. In the latter instance, more than two (2) acceptable brands or manufacture’s names shall be specified. The CO shall specify all materials, components, and equipment for approval. All items designated for submittal and test shall be sufficiently described to provide the Government a basis for review for approval or disapproval.

1. Japanese Equivalent: Where qualifications, equipment, materials, or installations are to be in accordance with American standards, the equivalent Japanese standard may be used subject to the approval of the CO. The Contractor shall be responsible for proving the equivalency of the Japanese standard.

2. Quality Class or Grade of Materials: When materials are not specified certain quality class or grade, above the middle class or grade quality shall be applied to these materials.

F. Basis of Design: The Contractor shall provide a basis of design (BOD) to insure the Civil, Architectural, Structural, Mechanical, Fire Protection, Environmental, Electrical, and other discipline parameters are adequately and appropriately explained and justified for the proposed design. The BOD shall be bound, arranged by discipline, support all design decisions made throughout the design, and be prepared using Microsoft (MS) Word format. The BOD shall include calculations, material catalog cut sheets and explanations of any Options-Additives considered. The BOD will also contain considered design alternatives and criteria reductions that were necessary where possible cost overruns were expected, previous review comments annotated with action taken, and a listing of any outstanding issues requiring resolution, each as a separate section.

VII. GENERAL INFORMATION

A. Performance Period: The performance period for design will be 120 days (including the Government review time of 14 calendar days at each submission), and construction will be 140 calendar days (including material delivery time of 70 calendar days and on-site work time of 70 calendar days), total of 260 calendar days after Notice to Proceed (NTP) is issued. NTP will be issued within 30 days after contract award and commence work within 10 calendar days after the date of the Contractor receives the NTP.

B. Working Hours: During construction, the facilities will be made available to the Contractor from 07:30 to 16:30, Monday through Friday, 5 days a week, excluding U.S. legal holidays but including Japanese legal holidays. Contractor must notify the Government in advance if work needs to be performed outside these working hours. Contractor shall coordinate schedule for design site visits, prior to construction, with the government at least 21 days ahead of time.

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1. Holidays: Recognized US legal holidays are listed below:

a. January 1 - New Year’s Day

b. January, 3rd Monday - Martin Luther King Jr. Birthday

c. February, 3rd Monday - President’s Day

d. May, last Monday – Memorial Day

e. July 4 - Independence Day

f. September, 1st Monday - Labor Day

g. October, 2nd Monday - Columbus Day

h. November 11 - Veteran’s Day

i. November, 4th Thursday - Thanksgiving Day

j. December 25 - Christmas Day

k. Holidays falling on a Saturday will be observed on the preceding Friday. Holidays falling on a Sunday will be observed on the following Monday.

C. Weekend work: Do not perform weekend work without advance permission. Submit weekend work requests at least the Wednesday before the desired weekend workday. Only proceed with weekend work after you receive Government approval.

D. Occupancy: The facility is occupied. Contractor shall provide construction plan and schedule to be coordinated with the users for all work to be performed. Phasing work will not be required;

however, user’s coordination is necessary to confirm the work schedule/plan. The Contractor is required to coordinate with the user through the Construction Inspector.

1. New FACP and all other equipment/devices with associated conduits and wiring that are main part of the work and replacement of the shop entrance door work with associated other architectural work shall be finished as much as possible within seven (7) days (168 hrs.). The entire facility will be vacant for this specified period of time with the exception of a few crew members that might visit the facility occasionally. Provide 31 calendar days advance notice for the planned seven (7) days’ work. It is always required to coordinate and negotiate with the user through the Construction Inspector, and advance notice on any request to vacate other areas and/or utility outage plans must be given.

E. Utility outages: Provide at least 21 calendar days advance notice of planned utility outages including fire systems. In each request, specify each utility disconnected, the time and date the service will be deactivated and the anticipated time and date service will be reactivated. Do not disconnect or deactivate any base utility systems without advance contracting officer or construction inspector approval. Fire system disconnection and reactivation requires Fire Emergency Services Flight, 374 CES/CEF (Phone 225-9112) coordination.

F. Barricades and warning signs: Prominently post bilingual (English and Japanese) “OFF LIMITS”, “WET PAINT” and “NO SMOKING” signs, as applicable, at all entrances to the job site. Stencil (paint) the black lettering in all capital letters on either 1’-0” x 2’-0” or 2’-0” x 3’-0” sheet metal or plywood signs. Protect all overnight open excavations with barricades and battery-powered flashers.

Smoking is prohibited in government facilities. Smoking is allowed in the Designated Tobacco Areas (DTAs) only.

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G. Utilities: The Government will furnish water and electricity at no cost in accordance with FAR 52.236-14, Availability and Use of Utility Service (Apr 1984). Access and connection are the responsibility of the Contractor.

H. Material disposal: Remove and dispose of all construction debris off base daily in accordance with Japanese laws. In case that the asbestos debris remains on base after workday, the debris needs to be properly packed or containerized in compliance with asbestos regulations and any of the debris shall not be scattered. Report amount of construction debris generated, disposed or recycled. It should be reported to the government at the end of the project using the attached form (C/D Form).

I. Final inspection: 374 CES and 374 CONS will perform inspections. Schedule final inspections between 0800 and 1600, Monday through Friday, excluding US legal holidays. The Government will perform the inspection within three (3) work days after Contractor initiates the final inspection request.

Final inspections falling on weekends or US legal holidays will be postponed to the following workday. Postponements will not be considered part of the performance period.

J. Asbestos containing material (ACM) identified: To the best of the Government's knowledge, any and all asbestos has been identified and abated. If the Contractor suspects additional asbestos containing material (ACM), the Contractor shall promptly notify the construction inspector for action by the Government. Contractor shall not sample nor remove asbestos without first obtaining permission from the Government.

K. Training of Government personnel: The Contractor shall furnish the services of competent instructors who will give full training to the designated personnel in the adjustment, operation, and maintenance, including pertinent safety requirements, of the equipment or system installed. Each instructor shall be thoroughly familiar with all parts of the installation and shall be trained in operating theory as well as practical operation and maintenance work. Training shall be given during the first regular work week after the equipment or system has been accepted and turned over to the Government for regular operation. When significant changes or modifications in the equipment or system are made under the term of the contract, additional training shall be provided to acquaint the operating personnel with the changes or modifications.

L. Request for contractor’s employee and vehicle passes:

1. Thirty (30) days prior to the start of desired date of access or on-site work, the Contractor shall submit applications for Base passes (listed below) to the contracting officer, for all employees, including subcontractor employees, and vehicles requiring access to Yokota Air Base in order to perform this contract.

a. 5AF Form 99EJ, Application for Base Pass (for employees).

b. Application for Vehicle Registration (for vehicles).

2. Contractor shall have positive control of all passes issued and upon completion of this contract shall return all employees and vehicle passes to the visitor control office, Bldg. 993 and obtain a certification of receipt. Final payment will be withheld until the Contractor has submitted the certificate confirming all passes have been returned.

3. Contractor shall follow 374th Security Forces Squadron (374 SFS) requirements for escorting any employees who do not have a base pass.

4. Government shall not be held responsible for any delay to the contract period of performance

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if contractor failed to submit required documentation in a timely manner or their employees refused entrance due to failure to follow specified procedures.

VIII. PERFORMANCE REQUIRMENTS

A. Work clearance permit: Route work clearance request (AF Form 103) though all associated base organizations for approval, 21 days before commencing any site work. Areas containing underground utilities will be designated caution areas. Carefully excavate designated caution areas. Hand excavate within 3 feet of all identified existing utility lines.

B. Traffic access: Maintain at least one open lane throughout all roadwork. Always provide at least one (1) flag person when two-way traffic is reduced to a single lane. Obtain a work clearance request (AF Form 103) from the construction inspector 21 days in advance before road closures.

IX. INSTALLATION SAFETY AND FIRE REGULATIONS

A. The prime contractor is responsible for understanding and insuring subcontractor compliance with the following:

1. Vehicle Traffic Supervision. AFI 31-204, Motor Vehicle Traffic Supervision.

2. EM 385-1-1, Safety and Health Requirements Manual, Army Corps of Engineers.

3. NFPA 241, Safeguarding Construction, Alteration, and Demolition Operations.

B. The prime contractor shall be responsible for all workers to include subcontractor workers’ health and safety.

C. Fire safety general requirements:

1. The contractor or an individual appointed shall be placed in charge of Fire Safety of the work project. The responsibilities shall include: assuring the availability, operation, and location of fire protection equipment, general supervision of safeguards and location of portable heating equipment, and establishment and maintenance of safe cutting and welding operations.

2. Contractor's materials and equipment shall not be stored in a location or manner which will create a fire exposure to facilities adjacent to the project site. Fire hydrants shall not be fenced in on construction sites.

3. All fires, regardless of size, even if they have been extinguished, shall be reported to the Fire Emergency Services Flight immediately. Any persons discovering a fire or suspected fire shall alert the building occupants by any means available. The Fire Emergency Services Flight shall be notified in the following manner: from a base phone, dial 911; from a Japanese cell phone dial 042-552-2510, wait for the tone and dial 911.

4. Portable fire extinguishers shall be supplied by the contractor as required by the Fire Emergency Services Flight. Fire extinguishers shall be readily available and kept in a fully operational condition at all times.

5. Work that includes the fire detection or suppression systems, utility outages, road closures, and confined space entries, shall be approved by the Fire Emergency Services Flight, Fire Prevention Office prior to beginning the work. Only authorized technicians shall alter, extend, or repair installed systems.

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6. Contractor shall coordinate through the construction inspector, with the Fire Alarm shop and Fire Emergency Services Flight to obtain approval before disconnecting and/or surveying existing fire alarm control system, automatic suppression system, and/or device(s).

7. Contractor is responsible for managing and securing the job site during work hours. At the end of the working hours, the Contractor shall render the jobsite safe. Contractor shall check and secure the job site to avoid any fire trouble/accident.

8. When building fire protection system is scheduled to be out of service for more than 4 hours, the Constructor shall coordinate through the construction inspector to notify the Facility Manager or any authorized personal of the facility.

D. Removal of Ionization Type Smoke Detectors:

1. If there is (are) existing Ionization type smoke detector(s) to remove, the contractor is fully responsible for:

a. Verifying number of all existing ionization type smoke detector(s), remove the ionization smoke detector. Contractor shall submit a report in English to the Construction Inspector and Electrical Shop (374 CES/CEOFE) regarding quantity and manufacture of ionization smoke detectors.

b. All ionization smoke detectors of Japanese manufacture shall be returned to the manufacturer in accordance with Japan Fire Alarms Manufacturers Association (JFAMA) agreement. A record of receipt by manufacturer shall be obtained and 5 copies (in English and Japanese) shall be provided to the Construction Inspector.

c. All ionization smoke detectors of other (US or foreign) manufacture shall be returned to

374 CES/CEOFE via Construction Inspector.

E. Flammable and Combustible Liquids and Gasses:

1. Every effort shall be made to limit flammable liquid quantities to daily use.

2. Flammable liquids exceeding daily quantities shall be properly stored in approved locations only.

3. Flammable storage areas shall be marked with bilingual signs.

F. Hot Work Operations: Any hot work operations shall be approved by the Fire Emergency Services Flight, Fire Prevention Office prior to starting. The job site shall be inspected and have an AF Form 592, Welding and Cutting permit, issued. Responsible hot work operation supervisors shall take the following actions:

1. Follow checklist on reverse side of the AF Form 592, Welding and Cutting permit.

2. Remove combustible material to a safe location.

3. Ensure that adequate fire extinguishers are provided and that one person is designated to operate the extinguisher in the event of fire.

4. Ensure fire detections and suppression systems will not be affected by the operation being

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performed. Thoroughly inspect the area after operations has been completed to ensure that the area is free of fire hazards caused by the operation.

5. Return the welding permit to the Fire Emergency Services Flight, Fire Prevention Office upon expiration of welding permit or completion of the work.

6. If the fire detection or automatic suppression is disconnected, post a fire guard in the facility during welding/cutting or open flame operations. Submit the work schedule through the construction inspector to the base fire department.

G. Driving Responsibilities:

1. Drivers shall yield the right-of-way to all emergency response vehicles.

2. Vehicles shall not be driven over fire hose and shall not proceed through areas where firefighting operations are being conducted; unless directed by a designated traffic control representative. .

H. The prime contractor is responsible for control of all personnel and equipment being utilized on the contract.

X. GENERAL QUALITY CONTROL

A. Standard products: All materials shall be the standard products of manufacturers regularly engaged in the manufacturer of such products and shall be essentially duplicate items that have been in satisfactory use for at least two (2) years before bid opening.

B. Installer’s qualifications: All workers shall be under the supervision of a licensed or certified person in the specific work being accomplished.

C. Submit copies of license or certification with photo and renewal/retraining record of each work item listed below to 374 CONS/LGCB, CO for approval. If designated license or certification does not have a photo, additional submittal may be required for personal identification.

D. Those qualified personnel with license or certification shall be at the job site, either directly supervising or performing architectural, electrical, and mechanical work. Minimum two (2) certified personnel are required to submit for each license of certification. However, all electricians and fire protection personnel shall submit their license or certification. During construction, the Contracting officer and/or the Construction Inspector can verify the submitted qualification without any prior notice.

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Item No.

Work Item Work Type Issuing/Authorization Organization/Agency

Submittal Type

1. Fire Protection

Design, Drawing.

Submittal review and Construction Quality Control

Fire Alarm System Installation

United States Registered Professional Engineer who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Survey (NCEES) Fire Defense Equipment Officers Licenses Class A, Group 4 (Shoubou Setsubisi, Kousyu dai 4 rui) Ministry of Public Management, Home Affairs, Posts and Telecommunications (Soumu-shou) Authorization

Certification License

License

2. Welding

N-2P, A-3P, JPI-7S31,

Z3801, C-2P

International Trade and Industry (Authorization) Nihon Welding Association (Issue)

Certification

License

3. Electrical Construction

Quality Control and management for Electrical Construction

1st Class Electrical Construction management engineer (1-kyu Denkikoji Sekoukanrigishi) Ministry of Land, Infrastructure and Transport (Kokudo- Koutsuu Shou) (Authorization)

Certification

4. Electrician Installation of Electrical Equipment, Interior and Exterior

1st. Class Electrician (Dai 1 syu Denki Koujishi) Ministry of Economy, Trade and Industry (Keizai-Sangyou Shou)(Authorization)

License

5. Removal Disposal Sangyo Haikibutsu Shorigyo Kyoka Sho Sangyo Haikibutsu Shushu Unpan Gyo Kyoka Sho [Tokubetsu Kanri Sangyo Haikibutsu Shushu Unpan Gyo Kyoka Sho] [Tokubetsu Kanri Sangyo Haikibutsu Shori Gyo Kyoka Sho]

Certification Certification

Certification

Certification

6. Asbestos Abatement Worker

Asbestos abatement EPA Asbestos Worker Course (32 hrs) License or Accreditation

7. Asbestos Abatement Supervisor

Asbestos abatement EPA Contractor/Supervisor Course (40 hrs)

Accreditation

8. Air Sampling

Air sampling NIOSH 582 Course or equivalent Certification

9. Analysis of Air Samples

Analysis of air samples AIHA Certification

10. Architectura l

Design, Drawing and Construction Control

1st Class Kenchiku-shi

1st Class Sekoukanri-gishi

License class 1 Certification

11. Architectura l

Waterproof site worker 1st Class Bousuiseko-ginoushi (urethane type)

Certification

XI. PRODUCTS GENERAL

A. The Contractor is required to submit a statement affirming compliance with the following:

1. Do not use materials containing greater than 0.1% asbestos in the project.

SOW-15

2. Do not use materials containing lead-based paint greater than 0.009 percent lead by weight in the project.

3. Do not use materials containing polychlorinated biphenyl’s (PCB).

4. Do not use Class 1 ozone depleting substances.

5. Capture/recycle refrigerant gas from existing equipment in accordance with Japanese law.

6. Do not use Ionization type fire detectors in accordance with Japanese law.

B. Fire suppression apparatuses shall be able to be serviced and maintained and parts procurable by local branch of manufacturer or distributor.

XII. AS-BUILT DRAWINGS AND DATA

A. Submit a complete Geo-Referenced AutoCAD 2010 DWG or no earlier than AutoCAD 2007 file format as-built and PDF document. The coordinate system shall be based on the Universal Transverse Mercator (UTM) zone 54 north projection. This projection/coordinate system is based on the 1984 World Geodetic Survey (WGS 1984). As an alternative as-built drawings can be based in Japan Geodetic Datum 2000 (JGD 2000) zone 9. The AutoCAD drawing must follow the CAD standards from the latest DoD A/E/C standard. The A/E/C standard can be provided by the Government or downloaded from USACE website at https://cadbim.usace.army.mil/default.aspx?p=a&i=7&t=1.

B. Three (3) copies of the AutoCAD as-built drawing file and PDF document will be delivered with each copy on a separate disk including a listing of each drawing file on the disk and a second listing of each layer and the contents of each layer for every drawing. Assure the accuracy of all on-site revisions and contract modifications by initialing and coordinating each alteration with the construction inspector.

C. All approved signed submittals shall be scanned pdf data which include: Contractor’s certifications, letters (include signed/approved Government coordination form and etc.), catalogue cut/data, specs, drawings, photos, field test data, operation/maintenance manuals, and etc. Those data shall be itemized on the disk.

XIII. ATTACHMENTS

A. Government shall provide the following:

1. Sample Drawings (As-built Drawings)

2. Asbestos Reports

3. Construction Debris Disposal and Recycling Data Form