A.8.5_Specifications_Div_01-33_W912HV-17-B-0005.pdf

PA00032 FY15 Replace Kadena Elementary School

Kadena AB, Japan

17SF0001

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 11 00.00 10-A A-ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00-A A-ENG FORM 4025-R

01 33 00-B B-SUBMITTAL REGISTER

01 33 29

01 33 29-A

SUSTAINABLITY REPORTING

LEED CHECKLIST

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A UXO EMERGENCY MITIGATION STEPS FOR KADENA AB

01 35 26-B DDESB-TP-18-SEP2015

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00 USACE QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 00-A A-PROJECT SIGN

01 50 00-B B-TEMPORARY TOILET FACILITY

01 57 19

01 57 19.00 30

TEMPORARY ENVIRONMENTAL CONTROLS

TEMPORARY ENVIRONMENTAL CONTROLS KAB SUPPLEMENT

01 57 19.11 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23

01 78 23.30 33

01 91 00.00 40

01 91 00.00 10

01 91 00.00 20

01 91 00.00 30

OPERATION AND MAINTENANCE DATA

OPERATION AND MAINTENANCE COMMISSIONING

REQUIREMENTS

COMMISIONING

CONSTRUCTION CHECKLISTS COMMISIONING REQUIREMENTS

FUNCTIONAL PERFORMANCE TESTING COMMISSIONING

REQUIREMENTS

DEMONSTARTION AND TRAINING COMMISSIOINING

REQUIREMENTS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 13.00 30 ASBESTOS ABATEMENT/ENGINEERING CONTROL OF ASBESTOS

CONTAINING MATERIALS

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

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

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

NESS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS AND SHOJI SCREENS

08 33 23 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 36 13 SECTIONAL OVERHEAD DOORS

08 39 54 BLAST RESISTANT DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

8 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 35 16 CHEMICAL-RESISTANT QUARRY TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPETING

09 72 00 WALLCOVERINGS

09 83 13 ACOUSTICAL WALL COATING

09 90 00 PAINTS AND COATINGS

9 96 00 HIGH-PERFORMANCE ARCHITECTURAL COATINGS/EXTERIOR FINISH

SYSTEM

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

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

07 08 27.00 10 BUILDING ENVELOPE COMMISSIONING REQUIREMENTS

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

07 32 13 ROOF TILES

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING (VULCANIZED

RUBBER)

07 55 00 PROTECTED MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 4

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 71 13.00 22 EXTERIOR SUN CONTROL DEVICES

10 75 00 FLAGPOLES

DIVISION 11 - EQUIPMENT

11 06 40.13 FOODSERVICE EQUIPMENT SCHEDULE

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 41 11 REFRIGERATED AND FROZEN FOOD STORAGE EQUIPMENT

11 52 13 PROJECTION SCREENS AND LIFTS

11 68 13 PLAYGROUND EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND TATAMI MATS

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 23 00.00 20 WET CHEMICAL FIRE EXTINGUISHING FOR KITCHEN CABINET

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 08 00.00 10 PLUMBING SYSTEMS COMMISSIONING REQUIREMENTS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.10 10 HVAC SYSTEMS COMMISSIONING REQUIREMENTS

23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 09 24 ENERGY METERING SYSTEMS COMMISSIONING REQUIREMENTS

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

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

23 65 00 COOLING TOWERS (FLUID COOLERS)

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

PROJECT TABLE OF CONTENTS Page 5

PA00032 FY15 Replace Kadena Elementary School 17SF0001

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 91 RACEWAYS FOR LOW VOLTAGE SYSTEMS

26 05 93 ENCLOSURES FOR LOW VOLTAGE SYSTEMS

26 08 00.00 10 ELECTRICAL LIGHTING CONTROL SYSTEMS COMMISSIONING

REQUIREMENTS

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 00.00 20 INTERCOMMUNICATION SYSTEM

27 41 00 GENERAL PROVISIONS - AUDIO VIDEO SYSTEMS

27 41 30 AUDIO SYSTEMS

27 41 40 VIDEO SYSTEM

27 41 50 REMOTE CONTROL SYSTEMS

27 41 55 AUDIO/VIDEO NETWORK COMPUTERS

27 41 70 AUDIO/VIDEO HARDWARE

27 41 72 AUDIO/VIDEO PLATES

27 41 75 AUDIO/VIDEO AC POWER DISTRIBUTION

27 53 13.00 22 MASTER CLOCK SPECIFICATION

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 13 00.00 22 AUTOMATED ACCESS CONTROL SYSTEM (AACS)

28 31 49 CARBON MONOXIDE DETECTORS

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 21 13 RADON MITIGATION

31 31 16.13 CHEMICAL TERMITE CONTROL

31 62 13.20 PRECAST/PRESTRESSED CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 16 15 CONCRETE BLOCK PAVEMENTS

32 17 24.00 10 PAVEMENT MARKINGS

32 18 16.13 PLAYGROUND PROTECTIVE SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

PROJECT TABLE OF CONTENTS Page 6

32 31 14 BARRIER GATE AND OPERATOR WITH SMART TOUCH CONTROLLER AND

CARD READER

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

32 96 00 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

1.2 REFERENCES

1.3 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

1.4 MANDATORY U.S. PRODUCTS

1.5 KEY PERSONNEL QUALIFICATIONS

1.5.1 Project Manager

1.5.2 Project Superintendent (Supervisor)

1.5.3 English Speaking Representative (Interpreter)

1.5.4 Contractor Quality Control System Manager (CQCSM)

1.5.5 Site Safety and Health Officer (SSHO)

1.6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

1.7 PERMITS AND RESPONSIBILITIES

1.8 SPECIAL CONTRACT REQUIREMENTS

1.8.1 Meetings

1.8.2 DoDEA IT Software and Hardware Approval Process

1.8.2.1 Approved Software List

1.8.2.2 Systems Requiring Software and/or Hardware Approval

1.8.2.3 Software Approval

1.8.2.4 Hardware/Architecture Approval

1.8.3 Quality Assurance Personnel Tablets

1.8.4 Conformed Awarded Contract Drawings

1.9 PROGRESS AND COMPLETION PHOTOGRAPHS

1.10 BASE REGULATIONS

1.10.1 Request for Contractor's Employee Passes and Vehicle Passes

1.10.2 No Smoking Policy

1.11 ORDER OF WORK

1.11.1 Schedule

1.11.2 Working Hours

1.11.3 Work Outside of Regular Hours

1.12 FIRE PREVENTION DURING CONSTRUCTION

1.12.1 General

1.12.2 Supply

1.12.3 Fire Extinguishers

1.12.4 Housekeeping

1.12.5 Handling of Gasoline

1.12.6 Notification of Fire

1.13 MATERIAL DISPOSAL

1.14 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.15 CORRESPONDENCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 1

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The term "United States" shall appear before the word "Government" whenever the latter word appears in this Contract, except where the word "Government" refers to a different-named Government.

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 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

Attachment 01 11 00.00 10-A provides a listing of Japanese standards which are considered acceptable alternatives to the US standards within the Contract. Incorporation of acceptable Japanese construction methods, materials, and equipment is desired to ensure that the project is constructible and the facility can be maintained with local materials and supplies, and by local workforce. The use of products not specifically meeting these US standards is prohibited. Japanese standards not included in this list or not referenced elsewhere in these specifications as being acceptable alternatives to US standards may be submitted to the Contracting Officer for approval as acceptable alternatives. Prior to the use of such Japanese standards, written approval by the Contracting Officer is required.

1.4 MANDATORY U.S. PRODUCTS

The following fire protection related items shall be U.S. products with U.S. testing labels as required. These items shall not be substituted with Japanese manufactured products:

a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the function requirements).

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 2

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 manufccturer 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 and frames greater than 60 minutes.

f. Fire dampers and smoke dampers.

g. Interior finishes with flame spread and smoke development ratings.

h. Insulation with flame spread and smoke development ratings.

i. Plenum rated cables.

1.5 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other Contracts (excluding the project manager) without approval from the Contracting Officer. The Superintendent, Project Manager, and CQC Manager 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.

1.5.1 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.

1.5.2 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 ten (10) years experience as a superintendent on construction projects similar in size and scope to this Contract.

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 3

1.5.3 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 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.

1.5.4 Contractor Quality Control System Manager (CQCSM)

See Section 01 45 00 USACE QUALITY CONTROL.

1.5.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

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 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

JAN 8 1 2 5 7

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 4

FEB 9 3 4 7 6

MAR 6 6 7 8 7

APR 3 6 6 6 7

MAY 4 4 6 6 6

JUN 5 9 8 6 12

JUL 6 6 6 6 9

AUG 6 6 5 9 9

SEP 6 7 6 7 9

OCT 4 5 4 4 8

NOV 6 4 4 4 5

DEC 7 1 3 5 5

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 kilometers/hour) or greater.

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

1.7 PERMITS AND RESPONSIBILITIES

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 5 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 Office 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).

1.8 SPECIAL CONTRACT REQUIREMENTS

1.8.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference for Design-Bid-Build contracts or a Pre-performance Conference for Design-Build contracts) 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 electronic copies of the meeting minutes in English within two (2) working days of the progress meeting and corrected meeting minutes with two (2) days of receipt of Government comments.

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 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 Red Zone is typically be scheduled for 90 calendar days prior to the Contract completion date. The Contractor is responsible for providing electronic copies of meeting minutes in English within four (4) working days

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 6 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.

1.8.2 DoDEA IT Software and Hardware Approval Process

All special systems (equipment, technology, controls, security devices, clock/PA, energy dashboards, electronic signage and marquees, both hardware and software that will interface or connect (either directly or indirectly) with DoDEA school communication networks (both wired and wireless) are subject to the security and approval protocols outlined in the Department of Defense Information Technology Security requirements and require DoDEA Headquarters approval. These systems shall be independent of the DoDEA network when initially installed, but shall allow connectivity to the network after Beneficial Occupancy when the DoDEA network is operational.

The contract documents may indicate a "basis of design" to show the desired functionality of the system, but this is not intended to limit bids and does not imply software or hardware approval.

Any cost associated with submittal and approval and any schedule impacts are the responsibility of the contractor and shall incur no additional cost to the government. Software and hardware/architecture approval requires four to six months from the time it is submitted to HQ DoDEA, so it must be initiated as early in the construction process as possible.

1.8.2.1 Approved Software List

DoDEA maintains an Approved Software List (ASL), which is separate and distinct from any other DoD ASL. Approval of a particular software program at another DoD location does not guarantee approval for this project. The ASL is updated on a continual basis and will be made available at the Preconstruction Conference. The software/hardware on this list does not require further testing or approval, as long as it is the exact version number that is shown on the list. (i.e. each version of the software must go thru the testing and approval process.)

1.8.2.2 Systems Requiring Software and/or Hardware Approval

All software that will interface with the DoDEA Network must have DoDEA approval. If proposed software is not on the ASL, then software approval is required. The following list of facility systems which may contain such software is provided for information, but is not intended to be a comprehensive list. The contractor is responsible for initiating the software approval process in a timely manner for ALL software that will interface with the DoDEA Network.

a. BAS/DDC system (New schools in DoDEA-Americas will be connected to the DoDEA Network so that they can be remotely monitored from the District Superintendent's Office and the Area Office in Peachtree City, GA)

b. Energy Dashboard System (Students and Teachers shall be able to

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 7 view data from the Energy Dashboard on their DoDEA devices.)

c. Access Control System (both Proximity Card system and Access-Intercom Phone/AI-Phone shall be connected to the DoDEA Network for remote monitoring by the Safety-Security Office at the District Superintendent's Office and Area Office in Peachtree City, GA)

d. Lighting Controls systems (if automated)

e. PA/Intercom/Clock/Bell systems

f. AV/Sound Systems (projectors, marquee sign, message signs, LED food service menu, performance sound/lighting, etc.)

g. Operating systems or server software required for systems above (Windows OS, SQL Server, etc.)

h. Kitchen Equipment Alarms (freezers/refrigerators)

1.8.2.3 Software Approval

The Contractor shall submit the following information to the Contracting Officer's Representative (COR) for each piece of software. The COR will forward the package to the DoDEA PM or School/District designee who will submit the online software approval request form to HQ DoDEA.

a. Software Title: Identical name of the software title as it appears in the documentation.

b. Version: Exact version number of the software

c. Software Publisher: Name of software publisher

d. ISBN: non-mandatory field - Usually located on the cover of the CD over the bar code or the publisher website.

e. Publisher Web Site: Web address/URL

f. Software Description: What does the software do?

1. Provide a complete description of the functionality of the software

2. Number of characters must be greater than 250 and less than or equal to 4,000

g. CD, DVD, or download link (with User ID and password, if required) of the proposed software.

1.8.2.4 Hardware/Architecture Approval

In addition to software approval, and prior to connecting the system to the DoDEA Network, obtain IT hardware/architecture approval by submitting a wiring-cabling riser diagram depicting: the wiring/cabling type proposed and the make/model of each device to be connected to the system. A PDF format sketch/drawing submitted via email is sufficient. The contractor shall submit to the Contracting Officer's Representative (COR) for each type of hardware. The COR will forward the package to the DoDEA PM who will submit it to HQ DoDEA for approval.

1.8.3 Quality Assurance Personnel Tablets

Provide three (3) tablets with minimum diagonal 9.7 inch screen size, having latest version of iOS or Android operating system, preloaded with an application capable of opening PDF files. One full set of final conformed drawings, specifications, other contract related documents, and a current copy of EM 385-1-1 for Government Field Team use, shall be preloaded onto tablets. Contractor shall regularly update the tablets with changes to drawings/specifications resulting from RFI responses, modifications, or variations from shop drawings, etc. Tablets shall be Wi-Fi enabled to permit emailing. Tablets will be used in the field on-site and shall come with suitable protective measures to prevent damage from mishaps that may occur (i.e. short drops, bumps, etc.). Tablets will

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 8 be returned to the Contractor when project is completed.

1.8.4 Conformed Awarded Contract Drawings

Provide Resident Engineer two (2) book bound half-size copies of the conformed set of awarded contract drawings based on Government-provided CAD files within two weeks of receipt of CAD files.

1.9 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 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. 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. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.10 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.

1.10.1 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 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 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.

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 9

1.10.2 No Smoking Policy

Smoking is prohibited anywhere on Kadena Air Base 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 ORDER OF WORK

1.11.1 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.

1.11.2 Working Hours

Normal Working Hours and Days are Monday through Saturday, 0800 hours through 1800 hours.

1.11.3 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 his representative. Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.12 FIRE PREVENTION DURING CONSTRUCTION

1.12.1 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.

1.12.2 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

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 10 from the job site after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area.

1.12.3 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.

1.12.4 Housekeeping

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

1.12.5 Handling of Gasoline

Gasoline shall be stored in U.L. (Underwriter's Laboratory) 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 20 feet away from the building area.

1.12.6 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.

1.13 MATERIAL DISPOSAL

Where materials are to be turned over to the Contractor for disposal, every effort shall be made to obtain credit from the disposal to reduce the cost of the Contract. The Contractor's material disposal costs shall include hauling and disposal costs for work performed in accordance with all applicable local and U.S. laws and regulations.

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 Office 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

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 11 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 --

W912HV-17-B-0005 SECTION 01 11 00.00 10 Page 12

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 JIS G 3112 SD295A (D16 &

Less)

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

Reinforcing Steel ASTM A615 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)2007 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 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 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 1132 1963, (R)2014 Method of making and curing concrete specimens

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)2006 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)2014 Thermal insulation materials for buildings

Rigid, Cellular Polystyrene Thermal

Insulation

ASTM C578 JIS A 9521 1979, (R)2014 Thermal insulation materials for buildings

Unfaced Preformed Rigid Cellular

Polyisocyanurate Thermal Insulation

ASTM C591 JIS A 9521 1979, (R)2014 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)2006 Method of test for flexural strength of concrete

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

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

1997, (R)2013

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)2013

Slag aggregate for concrete

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

Air‐Entrained Admixture for

Concretre

ASTM C260 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)2009 Preformed cellular plastics thermal insulation materials

03 30 53 Miscellaneous Cast‐In‐Place

Concrete

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

1997, (R)2013

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)2013

Slag aggregate for concrete

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

Ready Mix Concrete ASTM C94 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

Last updated 3/28/2017 Section 01 11 00.00 10-A Page 1

01 11 00.00 10-A ACCEPTABLE ALTERNATIVE JAPNAESE STANDARDS (AAJS)

Year JIS published

(revised)

Japanese Standard Title in English

Welded Wire Fabric ASTM A185 JIS G 3551 1960, (R)2005 Welded steel wire and bar fabrics

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

Air‐Entrained Admixture for

Concrete

ASTM C260 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 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 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)2006 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)2015 Rolled steels for general structure

Rolled Steel for Welded Structure ASTM A36/A36M JIS G 3106 1952, (R)2015 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)2009 Light gauge steel sections for general structure

Carbon Steel Tubes for General

Structural

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

Carbon Steel Square Pipes for

General

ASTM A53 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 A325 JIS B 1186 1964, (R)2013 Sets of high strength hexagon bolt, hexagon nut and plain washers for friction grip joints

Washer ASTM F436 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. 1637 (R)2016 Notification No. 1637 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Plywood

Plywood for Concrete Form APA PS1 JAS No. 1637 (R)2016 Notification No. 1637 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Plywood

Laminated Wood ANSI/AITC A190.1 JAS No. 1638 (R)2016 Notification No. 1638 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Laminated Wood

Structural Laminated Wood ANSI/AITC A190.1 JAS No. 1638 (R)2016 Notification No. 1638 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Laminated Wood

Softwood Finish Lumber ALSC PS 20 JAS No. 1920 (R)2013 Notification No. 1920 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Lumber

Softwood Seathing JAS No. 1085 Notification No. 1085 of the Ministry of Agriculture, Forestry and

Fisheries

Hardwood Lumber AHA A135.4 JAS No. 1920 (R)2013 Notification No. 1920 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Lumber

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

Last updated 3/28/2017 Section 01 11 00.00 10-A Page 2

Year JIS published

(revised)

Japanese Standard Title in English

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

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

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

SOP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

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

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)

VP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

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

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)2012

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

Malleable Iron Threaded Fittings ASME B16.3 JIS B 2301 1950, (R)2013 Screwed type malleable cast…