W912HV-20-B-0013 Specifications.pdf

Solicitation No. W912HV-20-B-0013

US Army Corps of Engineers Japan District

FY17 AFSOC SIMULATOR FACILITY

YOKOTA AIR BASE, JAPAN

SPECIFICATIONS

RTA Submittal

JULY 2020

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FY17 AFSOC Simulator Facility 20AF0004 Yokota Air Base, Japan

PROJECT TABLE OF CONTENTS Page 1

W912HV-20-B-0013 RTA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 11 00.00 10-A ACCEPTABLE ALTERNATIVE JAPANESE STANDARDS LIST

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 33 00-A ENG FORM 4025-R

01 33 00-B SUBMITTAL REGISTER

01 33 29 SUSTAINABILITY REPORTING

01 33 29-A HPSB CHECKLIST

01 33 29-B TPC CHECKLIST

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A USACE ACCIDENT PREVENTION PLAN CHECKLIST

01 35 26-B UXO EMERGENCY MITIGATION MEMO (KADENA AB)

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 45 35-A STATEMENT OF SPECIAL INSPECTIONS

01 45 35-B SCHEDULE OF SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 00-A PROJECT SIGN

01 50 00-B TEMPORARY TOILET FACILITY

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 00-A DD 1354

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.00 40 COMMISSIONING

DIVISION 03 -- CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 05 -- METALS

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 -- WOOD, PLASTICS AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

PROJECT TABLE OF CONTENTS Page 2

07 41 13 ARCHITECTURAL STANDING SEAM METAL ROOF PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND EQUIPMENT SCREEN LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 3-COAT EXPOXY FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 71 13 EXTERIOR SUN CONTROL DEVICES

DIVISION 11 -- EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 -- FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

22 15 26.00 20 HIGH AND MEDIUM PRESSURE COMPRESSED AIR PIPING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

PROJECT TABLE OF CONTENTS Page 3

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 13.34 40 CONTROL VALVES, SELF-CONTAINED

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL

SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 00 HEATING BOILERS

23 64 10 PACKAGED WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 71.00 40 LOW-VOLTAGE OVERCURRENT PROTECTIVE DEIVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 24 16.00 40 PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

26 53 00.00 40 EXIT SIGNS

26 56 00 EXTERIOR LIGHTING

DIVISION 27 -- COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 05 29.00 10 PROTECTIVE DISTRIBUTION SYSTEM (PDS) FOR SIPRNET COMMUNICATION

SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 31 49 CARBON MONOXIDE DETECTORS

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 -- EARTHWORK

31 00 00 EARTHWORK

31 00 10 EARTHWORK FOR STRUCTURES

31 32 40 SOIL MIXING (WET METHOD)

DIVISION 32 -- EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 BASE COURSE FOR RIGID PAVING

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 11 29 LIME-STABILIZED SUBGRADE

32 11 34 PORTLAND CEMENT-STABILIZED SUBGRADE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

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PROJECT TABLE OF CONTENTS Page 4

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 51 13.00 30 NATURAL-GAS METERING

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 61 14 EXTERIOR BURIED PREINSULATED WATER PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 -- MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

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AFSOC Simulator Facility 20AF0004

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The term "Government" refers to "United States Government" whenever the term "Government" appears in this Contract, except as otherwise indicated within the Contract.

1.2 REFERENCES

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Site Conditions Photos Key Personnel Qualifications; G

SD-07 Certificates

Monthly Progress Photos;

SD-11 Closeout Submittals

Construction Completion Photos;

1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS

Where indicated in the technical specifications REFERENCES paragraphs, the Japanese Standards listed are considered acceptable (authorized by the contract) alternatives to the US standards within the Contract Specifications. Attachment 01 11 00.00 10-A provides a listing of

SECTION 01 11 00.00 10 Page 1

"Acceptable Alternative Japanese Standards" which are considered acceptable (authorized by the contract) alternatives to the US standards within the Contract specifications. Other portions of the specifications also authorize the use of specified acceptable alternative Japanese standards.

The use of products not meeting the applicable US standards of the Contract or alternative Japanese standards specifically authorized by the Contract is prohibited unless authorized by the Contracting Officer. Japanese standards not identified in these specifications as being acceptable alternatives to US standards may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required. Incorporation of methods, materials, and equipment that that will promote cost-effective and timely maintenance, and that are otherwise authorized by the contract, is highly encouraged.

1.5 MANDATORY U.S. TESTED PRODUCTS

The following items shall meet U.S. testing methods (e.g. UL listed, FM approved, ASTM, etc.) and shall be labeled as required. These items shall not be substituted with Japanese testing methods (e.g. JIS, JASS, etc.) for certification:

a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the function requirements). Fire suppression systems includes wet chemical, dry chemical, mist, deluge, pre-acion, foam, and clean agent, in addition to standard sprinkler systems.

b. Fire pumps, including motors, controllers, drives, and valves.

c. Fire alarm and mass notification systems, including panels, initiating devices, notification appliances, smoke alarms (conductors and conduits of Japanese manufacturer may meet the functional requirements).

d. Engineering technician requirements for development of fire suppression systems and alarm system shop drawings, calculations, and material submittals.

e. Fire doors, smoke doors, and frames.

f. Fire dampers and smoke dampers.

g. Interior finishes with flame spread and smoke development ratings required for installation of rated assemblies.

h. Insulation with flame spread and smoke development ratings.

i. Fire proofing and fire stopping materials.

j. Plenum rated cables.

k. Domestic water supply piping and fixtures (NSF stamped and/or labeled)

1.6 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any

SECTION 01 11 00.00 10 Page 2 other Contracts (excluding the project manager) without approval from the Contracting Officer. The Project Manager, Project Superintendent, CQC System Manager, and Site Safety Health Officer shall all be separate persons. Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during the Contract period. Key Personnel shall attend the Preconstruction conference.

1.6.1 Project Manager

The Project Manager shall have a minimum of five (5) years experience as a Project Manager on construction projects similar in size and scope to this Contract. The Project Manager shall maintain oversight of Contract proposals prepared by the Contractor staff and be authorized to negotiate Contract terms and sign Contract documents on behalf of the Contractor.

The project manager does not need to be present on the site daily, but shall attend weekly progress meetings and be available on site within 24 hours upon request.

1.6.2 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. The Project Superintendent shall have a minimum of five (5) years experience as a superintendent on construction projects (with fields of expertise in Civil, Architectural, Mechnanical, and Structural) similar in size and scope to this Contract, and have at least one the following qualifications:

a. U.S. Registered Structural Engineer or U.S. Registered Architect or 1 Kyu Kenchikushi (1st Class Qualified Architect).

b. U.S. Registered Civil Engineer or 1 Kyu Doboku Sekou Kanrigishi (1st Class Civil Engineering Works Management Engineer).

c. U.S. Registered Mechanical or Electrical Engineer or 1 Kyu Kankouji Sekou Kanrigishi (1st Class Building Mechanical and Electrical Engineer).

d. U.S. Registered Electrical Engineer or 1 Kyu Denkikouji Sekou Kanrigishi (1st Class Electric Construction Management Engineer).

1.6.3 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after notice of Contract award, the

SECTION 01 11 00.00 10 Page 3

Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference.

1.6.4 Contractor Quality Control

1.6.4.1 Contractor Quality Control System Manager (CQCSM)

See Section 01 45 00 USACE QUALITY CONTROL.

1.6.4.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:Civil, Mechanical, Electrical, Structural, Environmental, Testing, Adjusting, and Balancing.

See Section 01 45 00 USACE QUALITY CONTROL for qualification requirements for CQC personnel. These individuals or specialized technical companies must be directly employed by the prime Contractor and can not be employed by a supplier or subcontractor on this project. These individuals shall have no other duties other than quality control. A single person cannot cover more than one area.

1.6.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.6.6 SUSTAINABILITY PROFESSIONAL

See Section 01 33 29 SUSTAINABILITY REPORTING.

1.7 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This paragraph specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The listing below defines the monthly anticipated adverse weather days for the Contract period and is based upon 20th Weather Squadron (MAC), U.S. Air Force; Iwakuni U.S. Marine Corps Air Station, Weather Service;

Sasebo Naval Pacific Meteorology and Oceanography Detachment; JASDF (Japan Air Self Defense Force), or similar data for the geographic location of the project. (More specific information may be obtained as

SECTION 01 11 00.00 10 Page 4 specified under Special Contract Requirements Clause entitled "Physical Data.")

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo Osaka

JAN 8 1 2 5 7 4

FEB 9 3 4 7 6 4

MAR 6 6 7 8 7 5

APR 3 6 6 6 7 4

MAY 4 4 6 6 6 4

JUN 5 9 8 6 12 5

JUL 6 6 6 6 9 4

AUG 6 6 5 9 9 3

SEP 6 7 6 7 9 4

OCT 4 5 4 4 8 4

NOV 6 4 4 4 5 3

DEC 7 1 3 5 5 3

The above schedule of anticipated adverse weather days shall constitute the base line for monthly (or portion thereof) weather time evaluations.

c. Upon acknowledgment of the Notice-to-Proceed (NTP) and continuing throughout the Contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "DEFAULT

(FIXED PRICE CONSTRUCTION)".

e. For all work under this Contract, adverse weather is defined as:

(1) Rainfall - Number of occurrences of precipitation greater than or equal to 0.10 inches (2.54mm).

(2) Snowfall - Number of occurrences of precipitation greater than or equal to 1.00 inches (25.4mm). (Not applicable to Okinawa Area)

(3) Cold Temperature - Number of occurrences when daily maximum temperature does not exceed the monthly mean low temperature or 32 degrees Fahrenheit (0 degrees Celsius), whichever is lower. (Not applicable to Okinawa Area)

(4) Concurrence between snowfall and cold temperature is 80 percent, i.e. 80 percent of the time snow falls, the temperature is "cold".

(5) Wind - Number of occurrences when the wind is gusting 30 knots (56

SECTION 01 11 00.00 10 Page 5 kilometers/hour) or greater.

f. The Contractor's schedule must reflect the above anticipated adverse weather delays on all weather-dependent activities.

1.8 PERMITS AND RESPONSIBILITIES

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any laws, codes, and regulations (including the requirements of material, prefectural, and local Government of Japan, and associated military installation) applicable to the performance of work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence. These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

Submit a schedule of planned road closures to the Contracting Officer with the initial project schedule. Notification of specific road closures shall be in writing to the Contracting Officer not less than thirty (30) calendar days in advance of the intended closure. The road closure request shall include the planned traffic control measures as well as the general information about the closure. All road closures shall be coordinated with base officials and are subject to base requirements. No road closure shall be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures is generally not permitted (at least one way traffic shall always be provided).

1.9 SPECIAL CONTRACT REQUIREMENTS

1.9.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference) per FAR 42.503 shall be held. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.

b. Weekly Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend.

Representatives from the Government may include, but are not limited to, Director of Public Works/Facilities Engineering personnel, Project's Resident Office personnel, and Project Manager. The Contractor shall be prepared to discuss work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the progress meeting for review.

c. Red Zone Meeting. A Red Zone meeting shall be conducted for Contracts with a value in excess of 55,000,000 JPY or those deemed sufficiently complex by the Contracting Officer to warrant one. The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see Section 01 78 00 CLOSEOUT SUBMITTALS for typical closeout requirements). The

SECTION 01 11 00.00 10 Page 6 meeting is a good time for the Contractor to gain approval on format for items such as Operations and Maintenance manuals, the equipment-in-place list, the warranty plan, and any other items. The Initital Red Zone is typically scheduled when project reached 75 percent completion milestone. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the Red Zone meeting.

d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor. See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00 USACE QUALITY CONTROL for specific requirements.

e. Construction Waste Management Meetings. See Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for requirements.

1.10 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 5 digital photographs each week throughout the entire project and 5 digital photographs at completion of project. Submit the Initial Site Conditions Photos, Monthly Progress Photos, and Construction Completion Photos. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.11 BASE REGULATIONS

The Contractor and Subcontractor(s) shall become familiar with and obey all base regulations, including fire, traffic, safety, and security regulations. All Contractors shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.11.1 Request for Contractor's Employee Passes and Vehicle Passes

No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance.

Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term DBIDS passes. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. Additional personnel data shall also be furnished.

Provide all information required for background checks to meet base access requirements to be accomplished by Base Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. The Government reserves the right to make

SECTION 01 11 00.00 10 Page 7 changes to the Contractor security requirements or processes due to a change in the Force Protection Condition (FPCON).

Upon completion of this Contract, return all employee and vehicle passes to the base, and obtain a certification of receipt. Final payment shall be withheld until all passes have been returned.

1.11.2 No Smoking Policy

Smoking is prohibited on installations except in designated smoking areas. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer shall identify designated smoking areas.

1.11.3 Munitions and Explosives of Concern (MEC)

Munitions and Explosives of Concern (MEC): Unexploded Ordnance (UXO), Material Presenting a Potential Explosive Hazard (MPPEH), Chemical Agents (CA), or Discarded Military Munitions (DMM) on jobsites shall be treated as extremely dangerous and must be reported immediately. Follow the 3Rs:

RECOGNIZE, RETREAT, and REPORT. In the event MEC are discovered or uncovered, immediately stop work in that area and immediately inform the Contracting Officer's Representative. Contractor shall provide dispatch and Contracting Officer's Representative with specific location of the item. Contractor personnel shall stop work in the immediate vicinity of the discovery and maintain a minimum distance of 300 meters from the item.

Contractor shall maintain flexibility in redirecting personnel and work effort in the event that items possessing an explosive hazard are discovered and construction personnel are excluded from areas during the destruction/removal process.

1.12 ORDER OF WORK

1.12.1 Schedule

Schedule all work to cause the least amount of interference with activity operations. Permission to interrupt any activity, roads, or utility services shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption. Interruptions of activities, roads, and utility services shall be allowed only when they will not cause interference with the operations of the activity. The Contractor shall remove and dispose off Government property all Contractor generated debris at the end of each shift, or more frequently if required, to keep the space usable. Upon award of this Contract, the Contractor shall begin and complete all required work; ready for use and including cleanup, within the time period specified on this Contract. All work scheduled in occupied areas shall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.

1.12.2 Working Hours

Normal Working Hours and Days are Monday through Saturday, 0800 hours through 1700 hours.

1.12.3 Noise and Vibration

Noise greater than 70 decibels and vibration producing work in occupied buildings shall be conducted outside core school/business hours (0700 -

SECTION 01 11 00.00 10 Page 8

1430) unless written permission is given by the Contracting Officer.

1.12.4 Work Outside of Regular Hours

If the Contractor desires to carry on work outside the regular hours, on Sundays, or holidays, a written application shall be submitted to the Contracting Officer or his representative for approval. The Contractor shall allow three working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. If work is to be accomplished after daylight hours, the Contractor shall illuminate the area in a manner approved by the Contracting Officer or their representative and in accordance with EM 385-1-1 . Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.13 FIRE PREVENTION DURING CONSTRUCTION

1.13.1 General

Comply with all pertinent fire prevention provisions of the US Army Corps of Engineers Manual EM 385-1-1 , NFPA 241 and shall follow the Installation fire regulations. Prior to commencement of welding or other hot work operations, obtain approval from the Installation Fire Chief.

1.13.2 Supply

No more than one day's supply of paint, paint materials, or compounds shall be allowed within the area of the building, and shall be removed from the job site after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area. After proper coordination with the Facility's Emergency Services (to confirm the maximum allowable quantities and location of storage), storage of additional product may be authorized.

1.13.3 Fire Extinguishers

Provide, as a minimum, the number, size, and type of fire extinguishers in accordance with the latest NFPA 10 . The Contractor shall comply with the Installation Fire Chief's policies if they are more stringent than NFPA 10 .

Fire extinguishers shall remain the property of the Contractor and shall be removed upon completion of the project.

1.13.4 Housekeeping

Accumulations of combustible material shall be removed from the building area on a daily basis.

1.13.5 Handling of Gasoline

Gasoline shall be stored in industry standard approved safety containers.

Adequate ventilation shall be provided to safely dispose of flammable vapors where flammable liquids are utilized. Gasoline powered equipment shall be refueled a minimum 6 meters away from the building area.

1.13.6 Notification of Fire

Be familiar with methods for notifying the Installation Fire Department.

The Installation's fire poster shall be posted in conspicuous locations and at telephones in construction shacks.

SECTION 01 11 00.00 10 Page 9

1.14 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All materials provided under this contract shall be free of asbestos, lead in paint, and PCB. The Contracting Officer reserves the right to request submittal of any material being provided under this contract. The Contracting Officer shall make the final determination of the acceptability of any material used on this contract.

1.15 CORRESPONDENCE

All correspondence addressed to the Government shall be made through serialized letters furnished with one original and two copies. Serialized letters shall begin with the number S-0001 and shall be continuous without a break in numbering. Serialized letters shall include the contract title and number, date, subject, and shall be signed by an authorized representative of the Contractor.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00.00 10 Page 10

Section Section Title/Material Description US Standard Acceptable Alternative

Japanese Standard

Year JIS published

(revised)

Japanese Standard Title in English

03 20 00.00 10 Concrete Reinforcement

Welded Wire Fabric ASTM A1064/A1064M JIS G 3551 1960, (R)2005 Welded steel wire and bar fabrics

Reinforcing Steel ASTM A615/A615M JIS G 3112 SD295A (D16 &

Less)

1964, (R)2010 Steel bars for concrete reinforcement, SD295A (D16 & Less)

Reinforcing Steel ASTM A615/A615M JIS G 3112 SD345 (D19 &

Larger)

1964, (R)2010 Steel bars for concrete reinforcement, SD345 (D19 & Larger)

03 30 00.00 10 Cast‐In‐Place Concrete

Chemical Admixtures for Use in

Producing Flowing Concrete

ASTM C1017/C1017M JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Test Method for Potential Alkali

Reactivity of Aggregates

ASTM C1260 JIS A 1146 2001, (R)2017 Method of test for alkali‐silica reactivity of aggregates by mortar‐bar method Test Method for Sieve Analysis of

Fine and Coarse Aggregates

ASTM C136/C136M JIS A 1102 1950, (R)2014 Method of test for sieve analysis of aggregates

Test Method for Slump of Hydraulic‐

Cement Concrete

ASTM C143/C143M JIS A 1101 1950, (R)2014 Method of test for slump of concrete

Portland Cement ASTM C150/C150M JIS R 5210 1950, (R)2009 Portland cement

Practice for Sampling Freshly Mixed

Concrete

ASTM C172/C172M JIS A 1115 1951, (R)2014 Method of sampling fresh concrete

Practice for Making and

Curing Concrete Test Specimens

ASTM C192/C192M JIS A 1138 1975, (R)2014 Method of making test sample of concrete in laboratory

Test Method for Air Content of

Freshly Mixed Concrete by the

Pressure Method

ASTM C231/C231M JIS A 1128 1960, (R)2014 Method of test for air content of fresh concrete by pressure method

Practice for Making and Curing

Concrete Test Specimens in the Field

ASTM C31/C31M JIS A 1132 1963, (R)2014 Method of making and curing concrete specimens

Test Method for Compressive

Strength of Cylindrical Concrete

Specimens

ASTM C39/C39M JIS A 1108 1950, (R)2018 Method of test for compressive strength of concrete

Chemical Admixtures for Concrete ASTM C494/C494M JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Cellular Glass Thermal Insulation ASTM C552 JIS A 9521 1979, (R)2017 Thermal insulation materials for buildings

Rigid, Cellular Polystyrene Thermal

Insulation

ASTM C578 JIS A 9521 1979, (R)2017 Thermal insulation materials for buildings

Unfaced Preformed Rigid Cellular

Polyisocyanurate Thermal Insulation

ASTM C591 JIS A 9521 1979, (R)2017 Thermal insulation materials for buildings

Fly ash for use in concrete ASTM C618 JIS A 6201 1958, (R)2015 Fly ash for use in concrete

Portland pozzolan cement ASTM C618 JIS R 5212 1950, (R)2009 Portland pozzolan cement

Test Method for Flexural Strength of

Concrete

ASTM C78/C78M JIS A 1106 1950, (R)2018 Method of test for flexural strength of concrete

Ready Mix Concrete ASTM C94/C94M JIS A 5308 1953, (R)2014 Ready‐mixed concrete

Slag Aggregate for Concrete ASTM C989/C989M JIS A 5011 Part 1 Blast furnace slag aggregate:

1997, (R)2018

Part 2 Ferronickel slag aggregate:

1997, (R)2016

Part 3 Copper slag aggregate): 1997, (R)2016

Part 4 Electric arc furnace oxidizing slag aggregate:

2003, (R)2018

Slag aggregate for concrete

Concrete Aggregates ASTM C33/C33M JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

Air‐Entrained Admixture for

Concretre

ASTM C260/C260M JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Test Methods for Water Vapor

Transmission of Materials

ASTM E96/E96M JIS A 9511 1958, (R)2017 Preformed cellular plastics thermal insulation materials

03 30 53 Miscellaneous Cast‐In‐Place

Concrete Slag Aggregate for Concrete ASTM C989/C989M JIS A 5011 Part 1 Blast furnace slag aggregate:

1997, (R)2018

Part 2 Ferronickel slag aggregate:

1997, (R)2016

Part 3 Copper slag aggregate): 1997, (R)2016

Part 4 Electric arc furnace oxidizing slag aggregate:

2003, (R)2018

Slag aggregate for concrete

Portland Cement ASTM C150/C150M JIS R 5210 1950, (R)2009 Portland cement

Ready Mix Concrete ASTM C94/C94M JIS A 5308 1953, (R)2014 Ready‐mixed concrete

Steel Bars for Concrete ASTM A615/A615M JIS G 3112 1964, (R)2010 Steel bars for concrete reinforcement

Welded Wire Fabric ASTM A1064/A1064M JIS G 3551 1960, (R)2005 Welded steel wire and bar fabrics

Concrete Aggregates ASTM C33/C33M JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

Last updated 7/12/2019 Attachment 01 11 00.00 10-A Page 1

Year JIS published

(revised)

Japanese Standard Title in English

Air‐Entrained Admixture for

Concrete

ASTM C260/C260M JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Polyethylene Sheet ASTM C171 JIS K 6781 1956, (R)1994 Polyethylene films for agriculture

Test Method for Slump of Hydraulic‐

Cement

ASTM C143/C143M JIS A 1101 1950, (R)2014 Method of test for slump of concrete

Practice for Sampling Fresh

Concrete

ASTM C172/C172M JIS A 1115 1951, (R)2014 Method of sampling fresh concrete

Test Method for Air Content by

Volume

ASTM C173/C173M JIS A 1118 1952, (R)2017 Method of test for air content of fresh concrete by volumetric method

Test Method for Air Content by

Pressure Method

ASTM C231/C231M JIS A 1128 1960, (R)2014 Method of test for air content of fresh concrete by pressure method

Practice for Making and Curing

Concrete Test Specimens in the Field

ASTM C31/C31M JIS A 1132 1963, (R)2014 Method of making and curing concrete specimens

Standard Test Method for

Compressive Strength of Cylindrical

Concrete Specimens

ASTM C39/C39M JIS A 1108 1950, (R)2018 Method of test for compressive strength of concrete

04 20 00 Unit Masonry Concrete Blocks ASTM C90 JIS A 5406 1952, (R)2010 Concrete blocks for buildings

Bricks ASTM C62 JIS R 1250 1951, (R)2011 Common bricks and facing bricks

05 12 00 Structural Steel

Rolled Steel for General Structure ASTM A36/A36M JIS G 3101 1952, (R)2017 Rolled steels for general structure

Rolled Steel for Welded Structure ASTM A36/A36M JIS G 3106 1952, (R)2017 Rolled steels for welded structure

Hot Rolled Atmospheric Corrosion

Resisting Steel for Welded Structure

ASTM A36/A36M JIS G 3114 1968, (R)2016 Hot‐rolled atmospheric corrosion resisting steels for welded structure

Rolled Steel for Building Structure ASTM A36/A36M JIS G 3136 1994, (R)2012 Rolled steels for building structure

Rolled Bars for Building Structure ASTM A6/A6M JIS G 3138 1996, (R)2005 Rolled steel bars for building structure

Light Gage Steel for General

Structure

ASTM C955 JIS G 3350 1957, (R)2017 Light gauge steel sections for general structure

Carbon Steel Tubes for General

Structural

ASTM A500/A500M JIS G 3444/3475 JIS G 3444:

1961, (R)2016

Carbon steel tubes for general structure/Carbon steel tubes for building structure Carbon Steel Square Pipes for

General

ASTM A53/A53M JIS G 3466 1966, (R)2016 Carbon steel square and rectangular tubes for general structure

Bolts ASTM A307 JIS B 1180 1961, (R)2014 Hexagon head bolts and hexagon head screws

High‐Strength Bolts ASTM F3125/F3125M JIS B 1186 1964, (R)2013 Sets of high strength hexagon bolt, hexagon nut and plain washers for friction grip joints Washer ASTM F436/F436M JIS B 1256 1959, (R)2008 Plain washers

05 52 00 Metal Railings

Bolts ASTM A307 JIS B 1180 1961, (R)2014 Hexagon head bolts and hexagon head screws

Carbon Steel Tubes for General

Structure

ASTM A500/A500M JIS G 3444 1961, (R)2016 Carbon steel tubes for general structure

Carbon Steel Square Pipes for

General Structure

ASTM A53/A53M JIS G 3466 1966, (R)2016 Carbon steel square and rectangular tubes for general structure

06 10 00 Rough Carpentry

Structural Plywood APA PS2 JAS No. 683 (R)2018 Japanese Agricultural Standard for Plywood ‐ The Ministry of

Agriculture, Forestry and Fisheries, Notification No. 1637

Plywood for Concrete Form APA PS1 JAS No. 683 (R)2018 Japanese Agricultural Standard for Plywood ‐The Ministry of

Agriculture, Forestry and Fisheries, Notification No. 1637

Laminated Wood ANSI/AITC A190.1 JAS No. 683 (R)2018 Japanese Agricultural Standard for Laminated Wood ‐ The Ministry of

Agriculture, Forestry and Fisheries, Notification No. 1638

Structural Laminated Wood ANSI/AITC A190.1 JAS No. 683 (R)2018 Japanese Agricultural Standard for Laminated Wood ‐ The Ministry of

Agriculture, Forestry and Fisheries, Notification No. 1638

Softwood Finish Lumber ALSC PS 20 JAS No. 1920 (R)2013 Japanese Agricultural Standard for Lumber Notification ‐ The Ministry of Agriculture, Forestry and Fisheries, Notification No. 1920

Softwood Seathing (unknown equal/alternativJAS No. 1598 (R)2001 Japanese Agricultural Standard for The Ministry of Agriculture, Forestry and Fisheries, Notification No. 1085 No. 1598?

針葉樹の下地用製材

Hardwood Lumber AHA A135.4 JAS No. 1920 (R)2013 Japanese Agricultural Standard for Lumber Notification ‐ The Ministry of Agriculture, Forestry and Fisheries, Notification No. 1920

07 21 16 Mineral Fiber Blanket Insulation

Mineral Fiber Block and Board

Thermal Insulation

ASTM C612 JIS A 9504 1952, (R)2011 Man‐made mineral fibre thermal insulation materials

07 41 13 Metal Roof Panels

Non‐Structural Metal Roofing ASTM A755/A755M JIS A6514 1977, (R)1995 Components for metal roof‐decks

07 61 14.00 20 Steel Standing Seam Roofing

Formed Japanese Metal Roofing ASTM A755/A755M JIS A6514 1977, (R)1995 Components for metal roof‐decks

Attachment 01 11 00.00 10-A Page 2

Year JIS published

(revised)

Japanese Standard Title in English

08 11 13 Steel Doors and Frames

Wind Borne Debris Performance

Requirements

ASTM E1996 JIS R 3109 2018 Glass in buildng ‐ Destructive windstorm‐resistant security glazing ‐

Test Method

08 11 16 Aluminum Doors and Frames

Carbon Structural Steel, Aluminum and Aluminum‐Alloy Sheet and Plate

(Metric)

ASTM A36/A36M,

B209M

JIS A4702, A4704, A4705 JIS A4702:

1957, (R)2015

JIS A4704:

1961, (R)2015

JIS A4705:

1963, (R)2015

Doorsets, Components of light‐weight rolling door for buildings, Components of rolling door for buildings

Aluminum and Aluminum‐Alloy

Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric), Standard Test

Method for Determining Rate of Air

Leakage Through Exterior Windows, Curtain Walls, and Doors Under

Specified Pressure Differences

Across the Specimen, Standard Test

Method for Water Penetration of

Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static

Air Pressure Difference

ASTM B221M, E283,

E331

JIS A4706, A4709, A4713 JIS A4706:

1966, (R)2015

JIS A4709:

1979, (R)2004

JIS A4713:

1981, (R)2004

Windows, Screens for windows, Residential sliding storm window panel

Wind Borne Debris Performance

Requirements

ASTM E1996 JIS R 3109 2018 Glass in buildng ‐ Destructive windstorm‐resistant security glazing ‐

Test Method

08 60 45 Skylights

Wind Borne Debris Performance

Requirements

ASTM E1996 JIS R 3109 2018 Glass in buildng ‐ Destructive windstorm‐resistant security glazing ‐

Test Method

08 81 00 Glazing

Wind Borne Debris Performance

Requirements

ASTM E1996 JIS R 3109 2018 Glass in buildng ‐ Destructive windstorm‐resistant security glazing ‐

Test Method

09 22 00 Supports for Plaster and Gympsum

Board Nonstructural Steel Framing

Members

ASTM C645 JIS A 6517 1979, (R)2010 Steel furrings for wall and ceiling in buildings

09 29 00 Gypsum Board

Gypsum Board ASTM C1396/C1396M JIS A 6901 1951, (R)2014 Gypsum boards

09 30 10 Ceramic, Quarry, and Glass Tiling

Ceramic Tile ANSI A137.1 JIS A 5209 1957, (R)2014 Ceramic tiles

09 51 00 Acoustical Ceilings

Acoustical Ceiling ASTM E1264 JIS A 6301 1966, (R)2015 Sound absorbing materials

Metal Ceiling Suspension System ASTM C645 JIS A 6517 1979, (R)2010 Steel furrings for wall and ceiling in buildings

09 65 00 Resilient Flooring Resilient (Vinyl Composition Floor

Tile)

ASTM F1066 JIS A 5705 1966, (R)2016 Polyvinyl chloride floorcoverings

09 90 00 Paints and Coatings

Anti Rust Paint MPI 101, MPI 107, MPI

JIS K5621, JASS 18 M‐109 JIS K5621:

1952, (R)2008

JASS 18:

1959, (R)2013

Anticorrosive paints for general use, Japan Architectural Standard

Specification 18 M‐109

EP ‐ Exterior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 11 JIS K 5663 1956, (R)2008 Synthetic resin emulsion paint & sealer (Amendment 1)

SOP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 54 JIS K 5516 1965, (R)2014 Ready mixed paints (Synthetic resin type) (Amendment 1)

OS ‐ Interior Oil Modified Urethane

Clear Satin

MPI 57 JASS 18 Paragraph 5.9, JIS

K5421

JASS 18:

1952, (R)2013

JIS K5421:

1951, (R)2000

Japan Architectural Standard Specification 18 Paragraph 5.9, Boiled oil and boiled linseed oil

NAD ‐ Interior Alkyd, Semi‐Gloss, MPI Gloss Level 5

MPI 47 JIS K5516 1965, (R)2014 Ready mixed paints (Synthetic resin type) (Amendment 1)

VP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 54 JIS K 5670 2003, (R)2008 Non aqueous dispersion acrylic paint (Amendment 1)

10 28 13 Toilet Accessories

Mirrors ASTM C1036 JIS R 3220 1986, (R)2011 Glass in building ‐‐ Silvered, flat‐glass mirror

21 13 13.00 10 Wet Pipe Sprinkler System, Fire

Protection Steel Pipe Black ASTM A53/A53M JIS G 3452/JIS G 3454 JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2017

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service

Malleable Iron Threaded Fittings ASME B16.3 JIS B 2301 1950, (R)2018 Screwed type malleable cast iron pipe fittings

Attachment 01 11 00.00 10-A Page 3

Year JIS published

(revised)

Japanese Standard Title in English

Steel Buttwelding Fittings ASME B16.9 JIS B 2311 1982, (R)2015 Steel butt‐welding pipe fittings for ordinary use

22 00 00 Plumbing, General Purpose

Pipe, Steel, Black and Hot‐Dipped, Zinc‐Coated, Welded and Seamless

ASTM A53/A53M, Sch 40 JIS G 3452/JIS G 3454/JIS B

JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2017

JIS B2301:

1950, (R)2018

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service/Screwed type malleable cast iron pipe fittings

Valves, Cast Iron MSS SP‐70 JIS B 2031 1958, (R)2015 Gray cast iron valves

Cast Iron Pipe and Fittings, Hub and

Spigot

ASTM A74 JIS G 5525 1959, (R)2014 Cast‐iron drainage pipes and fittings

Cast Iron Pipe and Fittings, Hubless CISPI 301/ASTM A888 JIS G 5525 1959, (R)2014 Cast‐iron drainage pipes and fittings

Steel Pipe, Galvanized ASTM A53/A53M JIS G 3452/JIS G 3454/JIS B

JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2017

JIS B2301:

1950, (R)2018

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service/Screwed type malleable cast iron pipe fittings

Copper Pipe, Seamless ASTM B42 JIS H 3300/JIS H 3401 JIS H3300:

1977, (R)2018

JIS H3401:

1979, (R)2015

Copper and copper alloy seamless pipes and tubes/Pipe fittings of copper and copper alloys

Poly(Vinyl Chloride) (PVC) Plastic

Drai…