05._SOW_ZNRE_15-4341_42_43_44.pdf

ZNRE 15-4341 / 4342 / 4343 /4344

YOKOTA AIR BASE, JAPAN

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ZNRE 15-4341, 4342, 4343, 4344

REPLACE WINDOWS & DOORS,

342 EAST, 19 NORTH, 44 SOUTH, 138 WEST

GARDEN UNITS, MFH,

DATE: 1 JUN 2015

STATEMENT OF WORK

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEER SQUADRON

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Project No. ZNRE 15-4341, 4342, 4343, 4344

Replace Windows & Doors, 342 East, 19 North, 44 South, 138 West, Garden Units, MFH, Yokota Air Base, Japan.

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 items to complete this project but not limited below to ensure a complete and usable facility.

II. GENERAL SCOPE

A. Overall objective: Provide energy efficient doors and windows at Yokota Air Base Military

Family Housing (MFH) 342 Units for East, 19 Units for North, 44 Units for South and 138 units for West area. Provide all necessary associated work to complete a fully functional installation after construction. Contractor shall verify existing conditions of all of scope of work area units’ windows and doors and the contractor shall provide design work for this project for government approval prior to actual installation of new windows/doors. Provide 1 year warranty for these projects．

B. General Description of Architectural Work:

1. Provide all the windows and doors which shall comply with Building Envelop

Requirement for Climate Zone 3 in ASHREA 90.1-2010. Refer to ASHREA 90.1-2010

APPENDIX B, TABLE B-3 International Climate Zone for the location of Yokota Air

Force Base. Provide insulation calculation for typical windows/doors based on the requirement below;

U value: Max 3.69109 w/ m

K (total value for frame and glass)

Solar Heat Gain Coefficient (SHGC): Max 0.25 (total for all of glass layers)

2. Provide window frame and glass as below;

a. Aluminum frame: LIXIL SAOMS-H RF or approved equal. Japanese equivalent for aluminum windows which satisfy with U-Value of max 3.69109 w/m K is insulation grade minimum “ H-3” (JIS A4706) or better such as “H-4” (JIS A4706). In addition to aluminum frame, part of frame could be resin material in order to satisfy U-value mentioned above.

b. Glazing: two piece of 3mm glass with 30 mil interlayer laminated glass + 10mm thick air layer + 5mm thick Low-E glass or approved equal. Provide laminate film

(3M Scotchtint Window Film:SH2CLX, or approved Equal) for surface of glass of new patio sliding doors (hakidashi mado) to prevent glass from scattering when glass is broken in addition to 30mil interlayer laminated glass.

c. Provide new sliding stainless mesh insect screen with aluminum frame for all of each new window/door installation locations.

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3. Scope of work area building/units are MFH as follows, See the drawing as provided for exact locations. Unit details are as follows:

Base bid item: Project No. ZNRE 15-4341, 342 Garden Units, East MFH.

Option bid item 1: Project No. ZNRE 15-4342, 19 Garden Units, North MFH.

Option bid item 2: Project No. ZNRE 15-4343, 44 Garden Units, South MFH.

Option bid item 3: Project No. ZNRE 15-4344, 138 Garden Units, West MFH.

a. ZNRE 15-4341, East MFH: Building 4529 and 4533 are composed of 5 residential units, total of 10 units. And Building 4401, 4405, 4407, 4411,4414, 4415, 4418, 4420, 4421, 4423, 4424, 4426, 4427, 4429, 4441, 4453, 4455, 4456, 4458, 4461, 4464, 4466, 4504, 4506, 4510, 4512, 4516, 4518, 4519, 4522, 4523, 4525, 4526, 4532, 4536, 4540, 4630, 4634, 4636, 4702, 4706, 4708, 4712, 4714, 4715, 4718, 4721, 4722, 4726, 4731, 4732, 4735, 4741, 4803, 4807, 4811, 4812, 4815, 4816, 4818, 4819, 4822, 4823, 4825, 4829, 4830, 4831,4901, 4904, 4905, 4906, 4909, 4910, 4913, 4914, 4917, 4918, 4921, 4923, 4927,4929, 4930 and 4933 are composed of 4 residential units, total of 332 units. Main entrance door is not included in scope of work for new door installation but all other windows/doors in exterior perimeter shall be provided with new and each residential unit as described in item 1. & 2. as above General Description of Architectural Work. See the drawing provided for exact locations.

All 2nd floor window rails shall be removed without disturbing existing exterior wall. Repair walls as specified in the drawings.

b. ZNRE 15-4342, North MFH: Building 1063, 1064 and 1065 are composed of 4 residential units, total of 12 units. Main entrance and kitchen door are not included in scope of work for new door installation. And Building 1090, 1091, 1093, 1094, 1095, 1096 and 1097 are composed of 1 residential unit, total of 7 units. Main entrance, family, DEN/family and laundry doors are not included in scope of work for new door installation but all other windows/doors in exterior perimeter shall be provided with new and each residential unit as described in item 1. & 2. as above

General Description of Architectural Work. See the drawing provided for exact locations.

c. ZNRE 15-4343, South MFH: Building 2006, 2007, 2008 and 2009 are composed of 6 residential units, total of 24 units. And Building 2001, 2002, 2003, 2004 and

2005 are composed of 4 residential units, total of 20 units. Main entrance door is not included in scope of work for new door installation but all other windows/doors in exterior perimeter shall be provided with new and each residential unit as described in item 1. & 2. as above General Description of

Architectural Work. See the drawing provided for exact locations.

d. ZNRE 15-4344, West MFH: Building 3057, 3058, 3059, 3060, 3062, 3063, 3064, 3067, 3068, 3069, 3070, 3071, 3072, 3073 and 3074 are composed of 8 residential units, total of 120 units. And Building 3056 is composed of 6 residential units, total of 6 units. And Building 3061, 3075 and 3076 are composed of 4 residential units, total of 12 units. Main entrance door is not included in scope of work for new door installation but all other windows/doors in exterior perimeter shall be provided with new and each residential unit as described in item 1. & 2. as above

General Description of Architectural Work. See the drawing provided for exact

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locations.

4. New aluminum windows/doors frame shall not disturb existing structure of the building.

Anchoring new aluminum frame shall be to existing aluminum frame only such as cover method. Also, try to minimize the difference in the floor level between living room and terrace even though ADA/ABA requirement is not necessary for the housing. Provide all necessary work such as sealing gaps, etc. after new window/door installation as required so that new window/doors are fully functional and usable condition.

C. Site Considerations

1. Contractor shall provide site protection and clean up, both interior and exterior, after the work. Contractor shall cover or provide temporary protection board for unfinished window/door openings to protect building interior from the environment. No unit may be left incomplete at the end of the work day. Any damage during construction by the contractor shall be repaired by the contractor at no expense to the US Government.

Provide cleaning of adjacent areas next to the project site in a timely manner and contractor shall control dust during demolition/construction. Remove and dispose of all construction debris off base daily in accordance with Japanese laws.

III. REFERENCES: The below references as a minimum shall be incorporated to meet the USAF standard.

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

2. United Facilities Criteria http://www.wbdg.org/ccb/browse_cat.php?c=4

3. Unified Facilities Guide Specifications (UFGS) http://www.wbdg.org/ccb/browse_cat.php?c=3

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

a. Yokota Air Base design standards

b. JIS Japanese Industrial Standards

c. JASS

IV. EXISTING CONDITIONS CONSIDERATION

A. The design and analysis shall be 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 before onsite work can start.

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

http://www.wbdg.org/ccb/browse_cat.php?c=4 http://www.wbdg.org/ccb/browse_cat.php?c=4

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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 that 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 JEGS.

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 or engineers. All hardcopy and electronic submittals of the drawings, specifications, 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. 90% design: 90% design submittals will include detailing of the requirements of the project so to leave the reviewer no question as to scope of this project.

Drawings: The following submittals shall include but not be limited to; (Architectural)

Provide project site plan, key plan, existing floor plan to show removal work, final floor plan, procedural details and miscellaneous new installation work details including any additional drawings requested by the government.

Specifications and submittal register schedules will be submitted. As a part of material submittal schedules, Preliminary DD1354 (Transfer of Property) documents shall be submitted by the contractor during construction as required.

Construction schedules describing how interdisciplinary work will be coordinated will be submitted.

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

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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 the 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

90% (Pre-Final)

100% (Finals)

Drawings 2-Half Size

Sets, 1-A3 Size

2-Half Size

Sets, 1-A3

Size Set

Specification Index 2-Sets 3-Sets

Edited Specification

Sections

2-Sets 3-Sets

Time Schedule 2-Sets 2-Sets

Electronic Media 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 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 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 (UFGS) that incorporate JASS and 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 Government. 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 Government 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

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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 Contracting Officer. 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, a b o v e the middle class or grade quality shall be applied to these materials.

VII. GENERAL INFORMATION

A. Performance Period: The performance period will be 180 calendar days for design (Including the Government review time of 21 calendar days at each submission.) and 300 calendar days for construction, total of 480 calendar days after the date the contractor receives the Notice to Proceed

(NTP). The option bid item 1 thru 3 may be exercised within 120 calendar days after contract award. No additional performance period will be added even if any or all Option Bid Items are exercised. The notice for construction shall be distributed for residents at 60 days, 30 days, 15 days and 3 days prior construction performance work. Also, contractor shall distribute notice to all occupants for entry of each unit for measurements at 30 days, 15 days and 7 days prior to conduct site measurement. Notices shall be coordinated with the construction inspector.

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.

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.

Holidays falling on a Saturday will be observed on the preceding Friday.

Holidays falling on a Sunday will be observed on the following Monday.

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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 the Contractor receives Government approval.

D. Occupancy: The facility will be occupied. Contractor shall provide construction plan and schedule to be coordinated with the users for all work to be performed. Contractor shall distribute construction notice letter for all of units for the scope of work area such as 60 days, 30 days, 15 days and 3 days in advance. If the contractor is unable to access a unit, they shall notify the contracting officer.

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 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.

G. Utilities: The US 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.

I. Final inspection: The Contracting Officer and 374 CES will perform inspections. Schedule final inspections between 0800 and 1600, Monday through Friday, excluding US legal holidays.

The government will perform the inspection within 10 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. Request for contractor’s employee and vehicle passes:

1. 30 calendar 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. Upon completion of this contract, the contractor shall return all employee and vehicle passes to the visitor control section building (Building 316), and obtain a certification of

Receipt. Final payment will be withheld until the contractor has submitted the certificate confirming all passes have been returned.

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3. Contractor shall follow 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 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 REQUIREMENTS

A. Excavation Permit: Obtain a work clearance (AF Form 103) from the construction inspector 21 days in advance before any site work, especially excavation, begins. 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: Obtain a work clearance request (AF Form 103) from the construction inspector

21 days in advance before any road closures. Maintain at least one open lane throughout all roadwork. Always provide at least one flag person when a two-way traffic is reduced to a single lane.

C. Communication Language: All documents required under this contract, including but not limited to, submittals, all written correspondence, written communication documents, letters, memos, emails, requests, etc., shall be written in English or translated in English before being provided to the Government by the Contractor. Delays encountered because a translation was not provided shall be the Contractor’s responsibility. Also, it is contractor’s responsibility to provide English speaking personnel fluent in both Japanese and English when dealing with the Government.

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.

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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.

6. Contractor shall coordinate through the construction inspector, with the Fire Alarm shop

(374 CES/CEOFA) 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. 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.

E. Welding safety: If the fire detection or automatic suppression is disconnected, post a 24-hour 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.

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.

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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 detection and suppression systems will not be affected by the operation being performed. Thoroughly inspect the area after operations have 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 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 providing escort and 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 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. Installer shall have experienced satisfactory for the items/work to be installed for this project described in this scope of work at least 2 years before bid opening.

C. Submit copies of license or certification with photo and renewal/retraining record of each work item listed below to 374 CONS/LGCB, contracting officer 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 work. During construction, the Contracting officer and/or the Construction Inspector can verify the submitted qualification without any prior notice.

Item

No.

Work Item Work Type Issuing/Authorization

Organization/Agency

Submittal Type

1 Removal Disposal Sangyo Haikibutsu Shorigyo

Kyoka Sho

Sangyo Haikibutsu Shushu

Unpan Gyo Kyoka Sho

Certification

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2 Architectural Design

Construction

Control

1st Class Architect (Ikkyu

Kenchikushi)

Ikkyu Kenchiku Sekou Kanri

Gishi (1st Class Construction

Management) or 1st Class

Architect (Ikkyu Kenchikushi)

License class 1

License class 1

3 Scaffolding Scaffolding installation, disassemble including safety supervising

Ashiba-Kumitatetou sagyo-shuninsha

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.

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.

XII. AS-BUILT DRAWINGS

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 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.

XIII. ATTACHMENTS

A. Government shall provide the following:

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1. Reference, Extract from ASHREA2010

2. As-built drawing and references drawings (for ZNRE 15-4341/42/43/44)