3._15-8003_SPEC.pdf

ZNRE 15-8003

Replace Carpet w/ Rubber Floor Tiles, B4306 and B4315

DATE: 25 MAR 2015

PROJECT SPECIFICATION

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEER SQUADRON

YOKOTA AIR BASE, JAPAN

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEERING

YOKOTA AIR BASE, JAPAN

ZNRE 15-8003

Replace Carpet with Rubber Floor Tiles, B4306 and B4315

DATE: 25 Mar 2015

TABLE OF CONTENTS

SECTION 00 11 00 SUMMARY OF WORK

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 01 42 00 SOURCES FOR REFERENCE-PUBLICATIONS

SECTION 01 78 00 CLOSEOUT SUBMITTALS

SECTION 02 82 16 ENGINEERING CONTROL OF ASBESTOS

CONTAINING MATERIALS

SECTION 03 01 30.71 CONCRETE REHAVILITATION

SECTION 09 65 00 RESILIENT FLOORING

ZNRE 15‐8003

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 REFERENCE

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

Air Force Civil Engineer

UFC United Facilities Criteria

1.2 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.

1.3 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.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes replacing the existing carpet and vinyl tile in specified areas with new vinyl sheet or rubber tile for Building 4306 and 4315 at Joan.

K. Mendel E.S. and incidental related work.

1.4.1.1 Architectural Work for B4306

A. ACM Removal and disposal: Remove and dispose of ACM vinyl flooring in the specified areas. Remove the adjacent cove base, nosing and adhesive without damaging the finished wall surfaces. The company assigned by the User shall check the result of ACM Removal and disposal.

B. Removal and disposal: Remove and dispose of the existing cove base, carpet and vinyl/rubber flooring in the specified areas. Remove the cove base without damaging the finished wall surfaces. All materials to be removed and the mastic adhesives have been tested for asbestos and are negative (less than 0.1% ACM per JEGS). If other ACM materials are found during construction, then those materials will not be disturbed and shall be reported immediately.

C. Concrete rehabilitation: Level the concrete floor and prepare surfaces as required for installation of new floor tile and cove base.

D. Installation of sheet vinyl flooring: Install new floor material in specified areas where carpet and floor coverings were previously removed.

All measurements specified are approximate and Contractor shall be responsible for taking his own measurements and providing work for existing conditions encountered.

1. New vinyl sheet: Permaleum PB-8571: Tajima.Co. Ltd. or equal.

2. New vinyl cove base: match color with vinyl sheet

E. Installation of nosing: Install new contractor furnished metal nosing in specified areas. Metal edge must be covered with resin or rubber for children's safety. Recommended source as follows;

1. Yawara-tep A No.15-YT165A: Assist Co. Ltd. or equal.

F. Accessories: transition strip, nosing, threshold, floor mounted door stop and another material associated to new flooring shall be also furnished

G. Moving of furniture and furnishings: The contractor shall be responsible for moving and placing back all portable furniture, equipment and furnishings as required from the affected areas. Items included are student desks, filing cabinets, movable shelves, carts, file boxes, educational tools and materials etc. Furniture and equipment moved shall be tagged and inventoried and returned to its original location undamaged. Fixed or built-in furniture is not included. Personal belongings are also not included and shall be removed by the User prior to the start of work. Keep a couple of day for teachers to clear their area.

H. Electrical equipment: All the computers(CPU), monitors, keyboards and mice shall be removed by the User prior to the start of work. Vender machine shall be temporary removed.

I. Initial maintenance: Perform initial floor maintenance on the newly installed tile. Follow manufacturer's instruction.

J. Initial waxing: 3-layer wax on 2 layer base, sprint tough (Johnson. Co.

Ltd. or equal.)

1.4.1.2 Architectural work for B4315

A. Removal and disposal: Remove and dispose of the existing cove base, carpet and vinyl/rubber flooring in the specified areas. Remove the cove base without damaging the finished wall surfaces. All materials to be removed and the mastic adhesives have been tested for asbestos and are negative (less than 0.1% ACM per JEGS). If other ACM materials are found during construction, then those materials will not be disturbed and shall be reported immediately.

B. Transportation: Deliver GFM tiles and GFM cove base to the jobsite from the DSO Japan warehouse located at Yokota High School.

C. Concrete rehabilitation: Level the concrete floor and prepare surfaces as required for installation of new floor tile and cove base.

D. Installation of rubber tile: Install new floor material in specified areas where carpet and floor coverings were previously removed. All measurements specified are approximate and Contractor shall be responsible for taking his own measurements and providing work for existing conditions encountered.

1. New GFM rubber tile: :Flexco Spextones 18" X18

2. New GFM rubber cove base: 4" Flexco Wallflowers. Color: Black Dahlia.

E. Installation of nosing: Install new contractor furnished metal nosing in specified areas. Metal edge musy be covered with resin or rubber for children's safety.

1. Yawara-tep A No.15-YT165A: Assist Co. Ltd. or equal.

F. Adhesive: Apply contractor furnished adhesive also for GFM rubber tile and GFM rubber cove base. Two-part solvent free epoxy adhesive or urethane resin adhesive or rubber adhesive for installation of rubber flooring.

Urethane resin adhesive for rubber nosing.

G. Accessories: transition strip, nosing, threshold, floor mounted door stop and another material associated to new flooring shall be also furnished

H. Moving of furniture and furnishings: The contractor shall be responsible for moving and placing back all portable furniture, equipment and furnishings as required from the affected areas. Items included are student desks, filing cabinets, movable shelves, carts, file boxes, educational tools and materials etc. Furniture and equipment moved shall be tagged and inventoried and returned to its original location undamaged. Fixed or built-in furniture is not included. Personal belongings are also not included and shall be removed by the User prior to the start of work. Keep a couple of day for teachers to clear their area.

I. Electrical equipment: All the computers shall be removed by the User prior to the start of work. Vender machine shall be temporary removed.

J. Initial maintenance: Perform initial floor maintenance on the newly installed tile. Follow manufacturer's instruction," SpexTones Rubber Tile Maintenance".

K. Initial waxing: 3-layer wax on 2 layer base, sprint tough (Johnson. Co.

Ltd)

1.4.2 Location

The work shall be located at the Building 4306 and 4315, approximately as indicated. The exact location will be shown in the drawings.

1.5 OCCUPANCY OF PREMISES

Building(s) will not be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Government Inspector a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.6 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

A. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

B. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.7 INSTALLATION SAFETY AND FIRE REGULATIONS

1.7.1 Safety Regulations

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

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

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

1.7.2 Health and safety

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

1.7.3 Fire Safety

Even though a facility is unoccupied, maintain the fire detection and automatic suppression system service throughout construction.

1.7.4 Welding Safety

If the automatic fire suppression system is disconnected, post a 24 hour fire guard in the facility during welding/cutting or open flame operations. Submit the work schedule through the Government Inspector to the base fire department.

1.8 CLEAN UP

The contractor shall at all times, keep the construction area, including storage areas, free from accumulation of waste materials or rubbish. Prior to completion of the work each day, remove from the construction site all waste materials or rubbish. Upon completion of the construction, the contractor shall leave the work premises in a clean, neat and workmanlike condition satisfactory to the Contracting Officer. This shall be the required condition at the time of acceptance of all work under this contract.

1.9 WORK SCHEDULE

All work must be accomplished in such a manner that minimum inconvenience will be caused to the using agencies. Work schedule shall be submitted to the Contracting Officer and approved prior to the start of work at the job site.

Approved schedules will not be changed without prior Contracting Officer approval.

1.9.1 Work Hours

Contract normal work hours are from 0730 to 1630 Monday through Friday including Japanese holidays, but excluding US legal holidays, Thanksgiving weekend (one day prior to Thanksgiving Day though the weekend), and Christmas holidays (from 22 December to 2 January). The contractor shall anticipate intermittent delays in the working schedule due to the special requirements.

The government will make every effort to minimize this occurrence. Depending on the urgency of any particular project, the contractor shall be required to perform work during hours other than specified in this paragraph.

1.9.2 Holidays

A. Recognized US legal holidays are listed below:

1. January 1 - New Year's Day

2. January 3rd Monday - Martin Luther King Jr. Birthday

3. February 3rd Monday - President's Day

4. May last Monday - Memorial Day

5. July 4 - Independence Day

6. September 1st Monday - Labor Day

7. October 2nd Monday - Columbus Day

8. November 11 - Veteran's Day

9. November 4th Thursday - Thanksgiving Day

10. December 25th - Christmas Day

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

1.9.3 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.

1.10 NOTIFICAION OF START OF WORK

1.10.1 Air Force (AF) Form 103

Prior to starting any work at the job site, the contractor shall obtain an approved AF Form 103, Base Civil Engineer Work Clearance Request through the Government Inspector, and report to Contracting Officer. Failure to do so may cause unnecessary delays in the performance of the contract. Twenty-one (21) calendar days are normally required for processing of the construction permit between the various activities that must coordinate on the request.

1.10.2 Scheduling

All work schedules will be coordinated between the Contracting Officer and the contractor prior to the start of work.

1.10.3 Job Site Verification

The dimensions and locations shown on any existing drawings provided to the Contractor with specific projects are for approximation purposes only.

Failure to verify the dimensions and locations will be at the Contractor's risk and shall not relieve the Contractor from accomplishing the work required by the contractor at the price awarded by the Government.

1.11 CONTRACTOR IDENTIFICATION SIGNS

The contractor shall place, all the time after commencement of work on each construction site, an identification sign containing as a minimum the following information:

1. Name of Contractor

2. Project Number

3. Project Title

4. Estimated Completion Date

PART 2 PRODUCTS

A. Do not use materials containing greater than 0.1 percent asbestos in the project.

B. Do not use materials containing lead-based paint greater than 0.06 percent lead by weight in the project.

C. Do not use materials containing polychlorinated biphenyl's (PCB).

D. Do not use Class 1 ozone depleting substances.

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

PART 3 EXECUTIONS

Not used.

-- End of Section --

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Pre-construction Submittals

Certificates

License

List of proposed products

Construction progress schedule

Submittal register

Work plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements.

(Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits

Text of posted operating instruction

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS) concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.1.2 Approving Authority

Designated Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

License; G

Certificates; G

List of proposed products; G

Construction progress schedule; G Submittal Register; G

Work plan; G

1.3 SUBMITTAL CLASSIFICATION Submittals are classified as follows:

1.3.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only

Submittals not requiring Government approval will be for information only.

For Design-build construction all submittals not requiring Designer of Record or Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.4 PREPARATION

1.4.1 Transmittal Form

Transmit each submittal to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form.

1.5 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.5.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.5.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.5.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.5.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 14 working days will be allowed for consideration by the Government of submittals with variations.

1.6 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

1.6.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals.

Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.6.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission. Column (q) List date approval received.

1.6.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions. Column (q) List date returned to Contractor.

1.6.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.7 Temporary Construction Waiver

Not Used.

1.8 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

A. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

B. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

C. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.9 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

A. Note date on which submittal was received.

B. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

C. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. One copy of the approved submittal will be retained by the Contracting Officer and one copies of the submittal will be returned to the Contractor.

1.9.1 REVIEW NOTATIONS

Contracting Officer review will be completed within 14 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

A. Submittals marked "approved" or "accepted" authorize the contractor to proceed with the work covered.

B. Submittals marked "approved" or "accepted" authorize the contractor to proceed with the work covered.

1.10 DISAPPROVED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements.

Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

PART 2 PRODUCTS

2.1 CERTIFICATE

Submit copies of license or certification with photo and renewal/retaining record of each work item listed below to the Contracting Officer for approval.

Those qualified personnel who with license or certification shall be at the job site either directly supervising or performing architectural, electrical, and mechanical work. Minimum two certified personnel are required to submit for each license or certification. During construction, the Contracting Officer or the Construction Inspector can verify the submitted qualification without any prior notice.

Item

NO

Work Item Work Type Issuing/Authorization Organization

Submittal Type

1 Removal Disposal Sangyo Haikibutsu Shorigyo, Final Disposal Site license

2 Asbestos Abatement Worker

Asbestos Abatement

EPA Asbestos Worker Course (32 hours)

Certificates

3 Asbestos Supervisor

Asbestos Abatement

EPA Contractor/Supervisor Course (40 Hours)

Certificates

4 Air Sampling

Air Sampling NIOSH 582 Course or equivalent Certificates

5 Analysis of Air

Analysis of Air

AIHA Certificates

PART 3 EXECUTION

Not Used

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

08/10

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided. Documents listed in the specifications with numbers which were not assigned by the standards producing organization should be ordered from the source by title rather than by number.

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

38800 Country Club Drive Farmington Hills, MI48331 Ph: 248-848-3700 Fax: 248-848-3701 E-mail: bkstore@concrete.org Internet: http://www.concrete.org

ACOUSTICAL SOCIETY OF AMERICA (ASA)

2 Huntington Quadrangle, Suite 1NO1 Melville, NY 11747-4502 Ph: 516-576-2360 Fax: 516-576-2377 E-mail: asa@aip.org Internet: http://asa.aip.org

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

1827 Walden Office Square Suite 550 Schaumburg, IL 60173-5774 Ph: 847-303-5664 Fax: 847-303-5774 E-mail: webmaster@aamanet.org Internet: http://www.aamanet.org

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1819 L Street, NW,11th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 E-mail: info@ansi.org Internet: http://www.ansi.org/

AMERICAN SOCIETY FOR QUALITY (ASQ)

600 North Plankinton Avenue Milwaukee, WI 53203 -or- P.O. Box 3005 Milwaukee, WI 53201-3005 Ph: 800-935-2231; 414-272-8575 Fax: 414-272-1734 E-mail: help@asq.org Internet: http://www.asq.org

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

1801 Alexander Bell Drive Reston, VA 20191-4400 Ph: 703-295-6300 - 800-548-2723 Fax: 703-295-6333 E-mail: member@asce.org Internet: http://www.asce.org

ASM INTERNATIONAL (ASM)

9639 Kinsman Road Materials Park, OH 44073-0002 Ph: 440-338-5151 Fax: 440-338-4634 E-mail: memberservicecenter@asminternational.org Internet: http://asmcommunity.asminternational.org/portal/site/www/Home/

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9585 Fax: 610-832-9555 E-mail: service@astm.org Internet: http://www.astm.org

CARPET AND RUG INSTITUTE (CRI)

P.O. Box 2048 Dalton, GA 30722-2048 Ph: 800-882-8846 or 706-278-3176 Fax: 706-278-8835 Internet: http://www.carpet-rug.com

CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

933 North Plum Grove Road Schaumburg, IL 60173-4758 Ph: 847-517-1200 or 800-328-6306 Fax: 847-517-1206 Internet: http://www.crsi.org/

CONCRETE SAWING AND DRILLING ASSOCIATION (CSDA)

11001 Danka Way North, Suite 1 St Petersburg, FL 33716

PH: 727-577-5004

Fax: 727-577-5012 E-mail: info@csda.org Internet: http://www.csda.org

CSA AMERICA, INC (CSA/AM)

8501 East Pleasant Valley Road Cleveland, OH 44131-5575 Ph: 216-524-4990 or 877-235-9791 Fax: 216-520-8979 E-mail: sales@csagroup.org Internet: http://www.csa-america.org/

CSA STANDARDS (CSA)

178 Rexdale Blvd.

Toronto, ON, Canada M9W 1R3 Ph: 416-747-4000 E-mail: cathy.rake@csa-america.org or e-mail@egsa.org Internet: http://www.egsa.org

FLUID SEALING ASSOCIATION (FSA)

994 Old Eagle School Rd. #1019 Wayne, PA 19087 Ph: 610-971-4850 E-mail: info@fluidsealing.com Internet: www.fluidsealing.com

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

1901 North Moore Street Arlington, VA 22209-1762 Ph: 703-525-1695 Fax: 703-528-2148 E-mail: isea@safety equipment.org Internet: http://www.safetyequipment.org/

INTERNATIONAL CODE COUNCIL (ICC)

5360 Workman Mill Road Whittier, CA 90601 Ph: 562-699-0541 Fax: 562-699-8031 E-mail: webmaster@iccsafe.org Internet: www.iccsafe.org

INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI)

3166 South River Road, Suite 132 Des Plaines, IL 60018 Ph: 847-827-0830 Fax: 847-827-0832 Internet: http://www.icri.org

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

1, ch. de la Voie-Creuse Case Postale 56 CH-1211 Geneve 20 Switzerland Ph: 41-22-749-01-11 Fax: 41-22-733-34-30 E-mail: central@iso.ch Internet: http://www.iso.org

For documents available from Dept of Commerce:

U.S. Dept of Commerce National Technical Information Service (NTIS) 5301 Shawnee Road Alexandria, VA 22312 Ph: 703-605-6050 or 1-888-584-8332

FAX: 703-605-6887

E-mail: info@ntis.gov Internet: http://www.ntis.gov

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1 Batterymarch Park Quincy, MA 02169-7471 Ph: 617-770-3000 or 800-344-3555 Fax: 617-770-0700 E-mail: webmaster@nfpa.org Internet: http://www.nfpa.org

NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET)

1420 King Street Alexandria, VA 22314-2794 Ph: 888-476-4238 (1-888 IS-NICET) E-mail: tech@nicet.org Internet: http://www.nicet.org

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

Mail Stop C-34 4676 Columbia Parkway Cincinnati, OH 45226 Ph: 513-533-8611 Fax: 513-533-8285 E-mail: nioshdocket@cdc.gov Internet: http://www.cdc.gov/nchs/products.htm

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

100 Bureau Drive Stop 1070 Gaithersburg, MD 20899-1070 Ph: 301-975-NIST (6478 E-mail: inquiries@nist.gov Internet: http://www.nist.gov

NATIONAL READY MIXED CONCRETE ASSOCIATION (NRMCA)

900 Spring Street Silver Spring, MD 20910 Ph: 240-485-1165 E-mail: jjenkins@nrmca.org (jacques jenkins) Internet: http://www.nrmca.org

RUBBER MANUFACTURERS ASSOCIATION (RMA)

1400 K Street, NW, Suite 900 Washington, DC 20005 Ph: 202-682-4800 Fax: 202-682-4854 E-mail: info@rma.org Internet: http://www.rma.org

SPRAY POLYURETHANE FOAM ALLIANCE (SPFA)

4400 Fair Lakes Court, Suite 105 Fairfax, VA 22033 Ph: 800-523-6154 Fax: THIS IS OK E-mail: Fill out a form online Internet: http://www.sprayfoam.org

UNDERWRITERS LABORATORIES (UL)

2600 N.W. Lake Road Camas, WA 98607-8542 Ph: 877-854-3577 Fax: 360-817-6278 E-mail: CEC.us@us.ul.com Internet: http://www.ul.com/ UL Directories available through IHS at http://www.ihs.com

U.S. AIR FORCE (USAF)

Air Force Publishing Distribution Center E-mail: afdpo-ppl@pentagon.af.mil Internet: http://www.e-publishing.af.mil/

U.S. ARMY (DA)

U.S. Army Publishing Directorate Ph: 314-592-0910 Fax: 314-592-0923 Internet: http://www.apd.army.mil

U.S. Code (USC) Office of the Law Revision Counsel Internet: http://uscode.house.gov/lawrevisioncounsel.shtml

Order Other Publications from:

U.S. Department of Agriculture, Rural Utilities Service 14th and Independence Avenue, SW, Room 4028-S Washington, DC 20250 Ph: 202-720-2791 Fax: 202-720-2166 Internet: http://www.usda.gov/rus

U.S. DEPARTMENT OF DEFENSE (DOD) Order DOD Documents from:

Room 3A750-The Pentagon 1400 Defense Pentagon Washington, DC 20301-1400 Ph: 703-571-3343

FAX: 215-697-1462

E-mail: pia@hq.afis.asd.mil Internet: http://www.dod.gov

Obtain Military Specifications, Standards and Related Publications from:

Acquisition Streamlining and Standardization Information System (ASSIST) Department of Defense Single Stock Point (DODSSP) Document Automation and Production Service (DAPS) Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 Ph: 215-697-6396 - for account/password issues Internet: http://assist.daps.dla.mil/online/start/;

Account registration required Obtain Unified Facilities Criteria (UFC) from: Whole Building Design Guide (WBDG) National Institute of Building Sciences (NIBS) 1090 Vermont Avenue NW, Suite 700 Washington, CD 20005 Ph: 202-289-7800 Fax: 202-289-1092 Internet: http://www.wbdg.org/references/docs_refs.php

U.S. DEPARTMENT OF ENERGY (DOE) Order from:

1000 Independence Avenue Southwest Washington, D.C. 20585 Ph: 202-586-5000 Fax: 202-586-4403 E-mail: The Secretary@hq.doe.gov Internet: www.eere.energy.gov

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) Ariel Rios Building 1200 Pennsylvania Avenue, N.W. Washington, DC 20004 Ph: 202-272-0167 for Fax and E-mail see below Internet: http://www.epa.gov --- Some EPA documents are available only from: National Technical Information Service (NTIS) 5301 Shawnee Road, Alexandria, VA 22312

Ph: 703-605-6050 or 1-688-584-8332 Fax: 703-605-6900 E-mail: info@ntis.gov Internet: http://www.ntis.gov

U. S. GREEN BUILDING COUNCIL (USGBC) 2101 L St NW, Suite 500 Washington, D.C. 20037 Fax: 202-828-5110 E-mail: info@usgbc.org Internet:http://www.usgbc.org

PART 2 PRODUCTS

Not used

Not used

SECTION 01 78 00

CLOSEOUT SUBMITTALS

08/11

The publications listed below form a part of this specification to the extent

ASTM E1971 (2005; R 2011) Stewardship for the Cleaning of Commercial and Institutional

Buildings

GREEN SEAL (GS)

GS-37 (2012) Cleaning Products for Industrial and

Institutional Use

U.S. ARMY CORPS OF ENGINEERS (USACE)

TR-06-X (2006; Supplement 2009) A/E/C (Architectural, Engineering, and Construction) CADD Standard - Release 3.0

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-300-08 (2009, with Change 2) Criteria for Transfer and

Acceptance of DoD Real Property

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

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

As-Built Record of Equipment and Materials

SD-11 Closeout Submittals

Record(As-Built) Drawings Interim Form

DD1354

1.3 PROJECT RECORD DOCUMENTS

1.3.1 Record(As-Built) Drawings

Drawings showing final as-built conditions of the project. This paragraph covers record drawings complete, as a requirement of the contract. The terms "drawings," "contract drawings," "drawing files," "working record drawings" and "final record drawings" refer to contract drawings which are revised to be used for final record drawings showing as-built conditions. The final CAD record drawings must consist of one set of electronic CAD drawing files in the specified format, 2 sets of prints, and one set of the approved working Record drawings.

A. Submit a complete Geo-Referenced AutoCAD 2010 drawing no earlier than AutoCAD 2007 file format as-built. 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 Department of Defense 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. The AutoCAD as-built drawing file will be delivered on a 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.

1.3.1.1 Government Furnished Materials

One set of electronic CADD files in the specified software and format revised to reflect all bid amendments will be provided by the Government at the preconstruction conference for projects requiring CADD file record drawings.

1.3.1.2 Working Record and Final Record Drawings

Revise one set of paper drawings by red-line process to show the as-built conditions during the prosecution of the project. Keep these working as-built marked drawings current on a weekly basis and at least one set available on the jobsite at all times. Changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction must be accurately and neatly recorded as they occur by means of details and notes. Prepare final record (as-built) drawings after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project). The working as-built marked prints and final record (as-built) drawings will be jointly reviewed for accuracy and completeness by the Contracting Officer and the Contractor prior to submission of each monthly pay estimate. If the Contractor fails to maintain the working and final record drawings as specified herein, the Contracting Officer will deduct from the monthly progress payment an amount representing the estimated cost of maintaining the record drawings. This monthly deduction will continue until an agreement can be reached between the Contracting Officer and the Contractor regarding the accuracy and completeness of updated drawings. Show on the working and final record drawings, but not limited to, the following information:

A. The actual location, kinds and sizes of all sub-surface utility lines.

In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, show by offset dimensions to two permanently fixed surface features the end of each run including each change in direction on the record drawings. Locate valves, splice boxes and similar appurtenances by dimensioning along the utility run from a reference point. Also record the average depth below the surface of each run.

B. The location and dimensions of any changes within the building structure.

C. Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

D. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

E. The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

F. Changes or modifications which result from the final inspection.

G. Where contract drawings or specifications present options, show only the option selected for construction on the final as-built prints.

H. If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, furnish a contour map of the final borrow pit/spoil area elevations.

I. Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems.

J. Modifications (include within change order price the cost to change working and final record drawings to reflect modifications) and compliance with the following procedures.

1. Follow directions in the modification for posting descriptive changes.

2. Place a Modification Delta at the location of each deletion.

3. For new details or sections which are added to a drawing, place a Modification Delta by the detail or section title.

4. For minor changes, place a Modification Delta by the area changed on the drawing (each location).

5. For major changes to a drawing, place a Modification Delta by the title of the affected plan, section, or detail at each location.

6. For changes to schedules or drawings, place a Modification Delta either by the schedule heading or by the change in the schedule.

7. The Modification Delta size shall be 13 mm diameter unless the area where the circle is to be placed is crowded. Smaller size circle shall be used for crowded areas.

1.3.1.3 Drawing Preparation

Modify the record drawings as may be necessary to correctly show the features of the project as it has been constructed by bringing the contract set into agreement with approved working as-built prints, and adding such additional drawings as may be necessary. These working as-built marked prints must be neat, legible and accurate. These drawings are part of the permanent records of this project and must be returned to the Contracting Officer after approval by the Government. Any drawings damaged or lost by the Contractor must be satisfactorily replaced by the Contractor at no expense to the Government.

1.3.1.4 Payment

No separate payment will be made for record drawings required under this contract, and all costs accrued in connection with such drawings are considered a subsidiary obligation of the Contractor.

1.4 SPARE PARTS DATA

Submit two copies of the Spare Parts Data list.

A. Indicate manufacturer's name, part number, nomenclature, and stock level required for maintenance and repair. List those items that may be standard to the normal maintenance of the system.

B. Supply items of each part for spare parts inventory. Provision of spare parts does not relieve the Contractor of responsibilities listed under the contract guarantee provisions.

1.5 PREVENTATIVE MAINTENANCE

Submit Preventative Maintenance, Condition Monitoring (Predictive Testing) and Inspection schedules with instructions that state when systems should be retested.

A. Define the anticipated length of each test, test apparatus, number of personnel identified by responsibility, and a testing validation procedure permitting the record operation capability requirements within the schedule.

Provide a signoff blank for the Contractor and Contracting Officer for each test feature; e.g., liter per second, rpm, kilopascal. Include a remarks column for the testing validation procedure referencing operating limits of time, pressure, temperature, volume, voltage, current, acceleration, velocity, alignment, calibration, adjustments, cleaning, or special system notes. Delineate procedures for preventative maintenance, inspection, adjustment, lubrication and cleaning necessary to minimize corrective maintenance and repair.

B. Repair requirements must inform operators how to check out, troubleshoot, repair, and replace components of the system. Include electrical and mechanical schematics and diagrams and diagnostic techniques necessary to enable operation and troubleshooting of the system after acceptance.

1.6 Operation and Maintenance Manuals

Submit 3 copies of the project operation and maintenance manuals 30 calendar days prior to testing the system involved. Update and resubmit data for final approval no later than 30 calendar days prior to contract completion.

1.6.1 Configuration

Operation and Maintenance Manuals must be consistent with the manufacturer's standard brochures, schematics, printed instructions, general operating procedures, and safety precautions. Bind information in manual format and grouped by technical sections.