TEMF_Specifications.pdf

FY13 PN62663 Tactical Equipment Maintenance Facility 13AR0001 Sagami General Depot, Japan

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 26.10 33 CONTRACT ADMINISTRATION DATA

01 11 00.20 33 GENERAL CONTRACT REQUIREMENTS (KANAGAWA RO)

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING SYSTEMS

01 57 19.11 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 83 16 EXTERIOR ENCLOSURE PERFORMANCE REQUIREMENTS

01 91 00 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

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 39 00.00 10 CONCRETE CURING

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 00.45 10 BUILDING AIR BARRIER SYSTEM

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

PROJECT TABLE OF CONTENTS Page 1

08 11 13 STEEL DOORS AND FRAMES

08 33 13 METAL ROLLING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 60 45 SKYLIGHTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 24 23 STUCCO

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 22 39 FOLDING PANEL PARTITIONS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 22 00 WASH BAY CURTAINS

12 36 00 COUNTERTOPS

12 48 13.13 ENTRANCE FLOOR MATS

DIVISION 13 - SPECIAL CONSTRUCTION

13 09 00.00 44 ANTI-TERRORISM/FORCE PROTECTION MEASURES

13 34 19 METAL BUILDING SYSTEMS

13 34 23 RELOCATABLE HAZARDOUS MATERIALS AND POL STORAGE BUILDINGS

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS 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 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 07 19.00 40 PLUMBING PIPING INSULATION

22 12 00 VEHICLE WASH EQUIPMENT

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

PROJECT TABLE OF CONTENTS Page 2

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL BUILDING

SYSTEMS

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 35 00.00 10 OVERHEAD VEHICLE TAILPIPE AND WELDING FUME EXHAUST

REMOVAL SYSTEMS

23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000 BTU/HR

OUTPUT)

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 01.00 10 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 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 60 00 FOUNDATION PREPARATION

31 62 13.20 PRECAST/PRESTRESSED CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

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

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

PROJECT TABLE OF CONTENTS Page 3

32 17 24.00 10 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 52 10 SERVICE PIPING, FUEL SYSTEMS

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 58 00 LEAK DETECTION FOR FUELING SYSTEMS

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 71 01 OVERHEAD TRANSMISSION AND 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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PROJECT TABLE OF CONTENTS Page 4

APPENDIX A - GEOTECHNICAL REPORT

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 26.10 33

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 CONTRACT ADMINISTRATION

3.1.1 Contracting Officer (KO)

3.1.2 Administrative Contracting Officer (ACO)

3.1.3 Contracting Officer's Representative (COR)

3.2 DESIGNATED BILLING OFFICE

3.3 PRICE AND PAYMENTS PROCEDURES

3.3.1 General

3.3.2 Line Items

3.3.2.1 CLIN 0001, Tactical Equipment Maintenance Facility (TEMF)

(BASE)

3.3.2.1.1 Payment

3.3.2.1.2 Unit of Measure

3.3.2.2 CLIN 0002, POL Storage Building (BASE)

3.3.2.2.1 Payment

3.3.2.2.2 Unit of Measure

3.3.2.3 CLIN 0003, Hazmat Storage Building (BASE)

3.3.2.3.1 Payment

3.3.2.3.2 Unit of Measure

3.3.2.4 CLIN 0004, Supporting Facilities (BASE)

3.3.2.4.1 Payment

3.3.2.4.2 Unit of Measure

3.3.2.5 CLIN 0005, OPTION ONE - Vehicle Wash Facility (VWF)

(OPTION)

3.3.2.5.1 Payment

3.3.2.5.2 Unit of Measure

3.3.2.6 CLIN 0006, OPTION TWO - Organizational Storage Building

(OSB) (OPTION)

3.3.2.6.1 Payment

3.3.2.6.2 Unit of Measure

3.3.2.7 CLIN 0007, OPTION THREE - Organizational Vehicle Parking

(OVP) (OPTION)

3.3.2.7.1 Payment

3.3.2.7.2 Unit of Measure

-- End of Section Table of Contents --

W912HV-16-B-0006 SECTION 01 10 26.10 33 Page 1

SECTION 01 10 26.10 33

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

Throughout the contract documents, wherever Contracting Officer is mentioned, an Administrative Contracting Officer and/or Contracting Officer's Representative performing duties within his/her delegated or designated authority is also implied.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 CONTRACT ADMINISTRATION

3.1.1 Contracting Officer (KO)

This contract will be administered by a Contracting Officer (KO) assigned to the U.S. Army Engineer District, Japan.

3.1.2 Administrative Contracting Officer (ACO)

In accordance with the Engineer Federal Acquisition Regulation Supplement (EFARS) Section 1.602-1 (100), the Contracting Officer may delegate to an Administrative Contracting Officer (ACO) a part of the Contracting Officer's authority to modify the contract or to perform the contract administration functions under Federal Acquisition Regulation (FAR) Section 42.302. The KO will furnish any letter of delegation to an ACO for this contract to the contractor. If the contractor has any questions relating to the delegated authority of the ACO, he/she shall request clarification from the KO.

3.1.3 Contracting Officer's Representative (COR)

The Contracting Officer may designate one or more individuals as his/her authorized representative in administering the contract under this solicitation. The KO will furnish any letter of designation of a COR(s) for this contract to the contractor. The letter will specify the extent of the COR's authority to act on behalf of the contracting officer. A COR is not authorized, under any circumstances, to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the contract. If the contractor has any questions relating to the delegated authority of the ACO, he/she shall request clarification from the KO.

3.2 DESIGNATED BILLING OFFICE

The designated billing office for this contract is:

Kanagawa Resident Office U.S. Army Engineer District, Japan Unit 45010

APO AP 96838-5010

W912HV-16-B-0006 SECTION 01 10 26.10 33 Page 2

3.3 PRICE AND PAYMENTS PROCEDURES

3.3.1 General

Payment items for the work of this Contract for which payments shall be made are listed in the CLIN SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, topographic surveys, cost of bond premiums, and for performing all work required by drawings and specifications for which separate payment is not otherwise provided. Work paid for under one item shall not be paid for under any other item. No separate payment shall be made for the work, services, or operations required by the Contractor, as specified in DIVISION 01, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work.

3.3.2 Line Items

3.3.2.1 CLIN 0001, Tactical Equipment Maintenance Facility (TEMF) (BASE)

3.3.2.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001: Tactical Equipment Maintenance Facility (TEMF), including, but not limited to, construction of the facility as shown in Volume 2 of the drawings, and site work and utilities within the 1.5 m perimeter of the facility as shown in Volume 1 of the drawings, payment of which shall constitute full compensation of CLIN 0001, complete.

3.3.2.1.2 Unit of Measure

Unit of measure: job.

3.3.2.2 CLIN 0002, POL Storage Building (BASE)

3.3.2.2.1 Payment

Payment shall be made at the Contract job price for CLIN 0002: POL Storage Building, including, but not limited to, construction of the facility, bollards, and associated slab structure as shown in Volume 2 of the drawings, and site work and utilities within 1.5 m perimeter of the facility as shown in Volume 1 of the drawings, payment of which shall constitute full compensation of CLIN 0002, complete.

3.3.2.2.2 Unit of Measure

Unit of measure: job.

3.3.2.3 CLIN 0003, Hazmat Storage Building (BASE)

3.3.2.3.1 Payment

Payment shall be made at the Contract job price for CLIN 0003: Hazmat

W912HV-16-B-0006 SECTION 01 10 26.10 33 Page 3

Storage Building, including, but not limited to, construction of the facility, bollards, and associated slab structure as shown in Volume 2 of the drawings, and site work and utilities within 1.5 m perimeter of the facility as shown in Volume 1 of the drawings, payment of which shall constitute full compensation of CLIN 0003, complete.

3.3.2.3.2 Unit of Measure

Unit of measure: job.

3.3.2.4 CLIN 0004, Supporting Facilities (BASE)

3.3.2.4.1 Payment

Payment shall be made at the Contract job price for CLIN 0004: Supporting Facilities, including, but not limited to, site demolition/removal/relocation, loading dock, POV parking area, trash and dumpster enclosures, VSAT, storage tanks, concrete pads, fencing, gates, paving, site work outside of the 1.5 m perimeter of the TEMF, and all utilities and associated conduits outside of the 1.5 m perimeter of the TEMF to points of connections to other facilities and existing utilities as shown in Volume 1 of the drawings, payment of which shall constitute full compensation of CLIN 0004, complete.

3.3.2.4.2 Unit of Measure

Unit of measure: job.

3.3.2.5 CLIN 0005, OPTION ONE - Vehicle Wash Facility (VWF) (OPTION)

3.3.2.5.1 Payment

Payment shall be made at the Contract job price for CLIN 0005: OPTION ONE

- Vehicle Wash Facility (VWF), including, but not limited to, VWF, site demolition/removal, pavement, oil/water separator, industrial, domestic, and sewer utilities to the points of connections to existing utilities, communication utilities (excluding conduit) to new maintenance hole, transformer and associated electrical utilities to existing pole 157-4, and site work as shown in Volumes 1, 2, and 3 of the drawings, payment of which shall constitute full compensation of CLIN 0005, complete.

3.3.2.5.2 Unit of Measure

Unit of measure: job.

3.3.2.6 CLIN 0006, OPTION TWO - Organizational Storage Building (OSB)

(OPTION)

3.3.2.6.1 Payment

Payment shall be made at the Contract job price for CLIN 0006: OPTION TWO

- Organizational Storage Building (OSB), including, but not limited to, OSB, bollards and water utilities within 1.5 m perimeter of the OSB, electrical utilities (excluding conduits) to Panel LP1B in TEMF, communications utilities (excluding conduit) to Mechanical Room 117 in TEMF, and site work within 1.5 m perimeter of OSB as shown in Volumes 1 and 4 of the drawings, payment of which shall constitute full compensation of CLIN 0006, complete.

W912HV-16-B-0006 SECTION 01 10 26.10 33 Page 4

3.3.2.6.2 Unit of Measure

Unit of measure: job.

3.3.2.7 CLIN 0007, OPTION THREE - Organizational Vehicle Parking (OVP)

(OPTION)

3.3.2.7.1 Payment

Paymen shall be made at the Contract job price for CLIN 0007: OPTION THREE

- Organizational Vehicle Parking (OVP), including, but not limited to, curb demolition, pavement restriping, and relocation of three existing light poles and associated wiring, payment of which shall constitute full compensation of CLIN 0007, complete.

3.3.2.7.2 Unit of Measure

Unit of measure: job.

-- End of Section --

W912HV-16-B-0006 SECTION 01 10 26.10 33 Page 5

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.20 33

GENERAL CONTRACT REQUIREMENTS (KANAGAWA RO)

PART 1 GENERAL

1.1 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

1.2 KEY PERSONNEL QUALIFICATIONS

1.3 DEFINITIONS

1.4 SUBSTITUTION

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

1.6 TYPHOON AND STORM PREPARATIONS

1.6.1 Tropical Cyclone Conditions of Readiness (TCCOR)

1.7 PERMITS AND RESPONSIBILITIES

1.8 SPECIAL CONTRACT REQUIREMENTS

1.8.1 Availability of Work Site and Working Hours

1.8.2 Request for Contractor's Employee Passes and Vehicle Passes

1.8.3 Meetings

1.9 DRAWINGS

1.9.1 Contract Drawings

1.9.2 As-built Drawings

1.10 AVAILABILITY OF UTILITY SERVICES

1.11 AVAILABILITY OF SANITARY FACILITIES

1.12 SAFETY REQUIREMENTS

1.13 DISPOSAL OF MATERIAL

1.14 OPEN FLAME AND WELDING

1.15 CONSTRUCTION SCHEDULE

1.16 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.17 CLEAN UP

PART 2 PRODUCTS

PART 3 EXECUTION

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 1

SECTION 01 11 00.20 33

GENERAL CONTRACT REQUIREMENTS (KANAGAWA RO)

PART 1 GENERAL

1.1 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

Attachment 01 11 00.20 33-A provides a listing of "Acceptable Alternative Japanese Standards" which are considered acceptable alternatives to the US standards within the Contract specifications. Other portions of the specifications also authorize the use of specified acceptable alternative Japanese standards. Incorporation of acceptable (authorized by the Contract) 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. The use of products not meeting the applicable US standards of the Contract or acceptable alternative Japanese standards specifically authorized by the Contract is prohibited. Japanese standards not included in the "Acceptable Alternative Japanese Standards" list, or not referenced elsewhere 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.

1.2 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. 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.

a. Project Manager.

The project manager shall have at least 5 years experience managing contracts for work comparable to the work being executed under this contract. The project manager will have the authority to negotiate all aspects of the contract with the Government and shall provide an appointment letter outlining those authorities. The project manager need not be present on the site daily but will attend weekly progress meetings and be available on site within 24 hours upon request.

b. Site Supervisor (Superintendent).

The Site Supervisor (Superintendent) shall be a skilled Licensed Architect in accordance with the latest version of "The Building Standard Law of Japan (Kenchiku Kijun Hou)". A second class Architect is acceptable if allowed by the "The Building Standard Law of Japan"

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 2

(Kenchiku Kijun Hou)". The site supervisor (superintendent) shall have the authority to act on behalf of the Contractor to resolve issues that arise on the site. If deemed appropriate by the contractor, the site supervisor (superintendent) will have the authority to negotiate aspects of the contract with the Government and if so, the contractor shall provide an appointment letter outlining those authorities. The Superintendent shall be responsible for all work performed under this contract and shall be responsible for appropriate supervision of that work and shall be available to the Contracting Officer upon request.

c. English Speaking Representative (Interpreter).

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

d. Contractor Quality Control System Manager (CQCSM).

The CQCSM shall meet the requirements stated in section 01 45 00.00 10 (USACE Quality Control).

e. Site Safety & Health Officer (SSHO).

The SSHO shall meet the requirements stated in section 01 35 26 (Governmental Safety Requirements).

f. LEED Documentation Manager.

A person on the contractor's staff shall be identified per section 01 33 29 (LEED Documentation), to assemble documentation to ensure LEED points are earned. There are no requirements specified for this person and this person can also perform another function provided that position does not preclude additional duties. The workload to assemble LEED documentation for this project is expected to be significant.

1.3 DEFINITIONS

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

1.4 SUBSTITUTION

Any material systems specified by JIS equal to United States Standards and these specifications may be used in lieu of the systems specified.

Documentary evidence thereof shall be furnished to the Contracting Officer for approval.

1.5 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

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 3 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

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

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 4 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.

1.6 TYPHOON AND STORM PREPARATIONS

In order to minimize damage to public properties and prevent personal injury, the following actions shall be taken upon declaration of the typhoon conditions described below. Insure that the construction sites are well-prepared for protection from the damages of heavy rain and strong winds. Develop and establish the necessary procedures to be taken for storm preparation. In Part 1 of the Accident Prevention Plan, provide emergency phone numbers and addresses where at least three Contractor officials may be reached and notified in the event that an immediate typhoon alert is declared.

1.6.1 Tropical Cyclone Conditions of Readiness (TCCOR)

a. TCCOR STORM WATCH: The winds are not forecast to exceed 50 knots (58 mph/26 m/s) sustained (the criteria for "destructive winds") but there still exists a probability of high winds due to the proximity of the storm. High winds may include gusts exceeding 50 knots and/or sustained winds meeting TCCOR 1 Caution criteria. The storm is also close enough to the area that a heightened alert status is necessary in order to rapidly establish elevated TCCOR conditions should the storm deviate from the forecast track. Personnel should follow Standard Operating Procedures for TCCOR Storm Watch and stay alert for any changes to TCCOR status.

When wind gusts of 30 knots (35 mph/16 m/s) or greater are forecast, the Contractor shall be required to perform general area cleanup and monitor TCCOR levels.

When a local storm warning has been issued, the Contractor competent person and/or SSHO shall determine whether it is necessary to implement manufacturer recommendations for securing the equipment to include Weight Handling Equipment (WHE).

Contractor reviews project site storm preparation plans and discuss plan of action with Contracting Officer's Representative.

b. TCCOR 4: Winds of 50 knots (58 mph/26 m/s) sustained or greater are possible within 72 hours.

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 5

When wind gusts of 30 knots (35 mph/16 m/s) or greater are forecast, the Contractor will be required to perform general area cleanup and monitor TCCOR levels.

Cranes shall not be operated when wind speeds at the site attain the maximum wind velocity based on the surface/load ratio recommendations of the manufacturer.

At winds greater than 20 mph (17 knots/9 m/s), the operator, rigger, lift supervisor, and SSHO shall cease all crane operations, evaluate conditions and determineif the lift can proceed with Contracting Officer's Representative acceptance.

All elevated work above 6 ft (1.8 m) shall be risk assessed by the Contractor's competent person and/or SSHO and discussed with the Contracting Officer's Representative for acceptance.

c. TCCOR 3: Winds of 50 knots (58 mph/26 m/s) sustained or greater are possible within 48 hours.

(1) Clean and remove all loose debris and waste including scrap wood and metal, empty barrels, and construction form materials no longer required on the job site, to a safe area for proper disposition.

(2) Secure, tie down, and anchor construction field office and storage facilities, scaffolding, concrete forms and supports, doors, windows, opening covers, stored lumber and other materials, mechanized construction equipment, temporary power lines and supports, and other items that may be blown away or that might cause injury or damage.

(3) Inspect all excavation and trenching work in process, and provide necessary temporary drainage and proper protection and shoring for excavation sides and openings, in order to prevent damage to public roads and facilities by slides or flooding. Accumulation of water in the excavation of structure foundation work shall be controlled and minimized.

(4) Inspect scaffolding or work platforms for loose materials, planking, etc. that could become airborne projectile hazards and secure scaffold netting, tarps, etc. from wind loads.

d. TCCOR 2: Winds of 50 knots (58 mph/ 26 m/s) sustained or greater are possible within 24 hours.

Work required at remote areas such as off-shore facilities or high elevations shall cease immediately and the workers shall be evacuated to a safe area. During TCCOR 2, the Contractor shall continue the actions described in TCCOR 3 above and the construction site shall be inspected for storm preparation by the Contracting Officer's Representative. The Contractor shall request an inspection by calling the Contracting Officer's Representative at the appropriate Japan Engineer District field office.

e. TCCOR 1: Winds of 50 knots (58 mph/26 m/s) sustained or greater are possible within 12 hours.

All work shall cease immediately and the Contractor's representative

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 6 shall insure that all necessary storm preparations, including the items listed below, are completed.

(1) All electrical circuits and equipment including temporary power lines are cut off and secured against unauthorized use.

(2) Gas cylinders, hot work equipment, and flammable materials properly stored at a safe area.

(3) No igniting source is present.

(4) All workers have been evacuated from the construction site. When TCCOR 1 is declared without the normal progression through TCCOR 3 and/or 2, the Contractor shall take the actions listed in TCCOR 3 above, and also follow the procedures described herein.

f. TCCOR 1 Caution: Winds of 35 to 49 knots (39/17 to 56/25 mph/ m/s) sustained are occurring.

Construction Sites Secured.

g. TCCOR 1 Emergency: Winds of 50 knots (58 mph/26 m/s) sustained or greater are occurring.

Construction Sites Secured.

h. TCCOR 1 Recovery: Winds of 50 knots (58 mph/26 m/s) sustained or greater are no longer forecast to occur. Strong winds may still exist.

Contractors and Contracting Officer's Representatives begin storm damage assessments and clean up.

i. TCCOR Storm Clear: The storm is over and not forecast to return. Used to inform personnel that the threat of the storm is over, but the storm damamge could still present a danger.

Contractor may resume normal activities. The construction site shall be investigated for all damage caused by the typhoon or high winds, and the result of the investigation shall be furnished in verbal or written form to the Contracting Officer's Representative as soon as practicable.

Complete and submit PODWP 134 Typhoon Damage Report for storm damages or negative report of damage to Emergency Management, Construction Division, and Safety Office.

j. TCCOR All Clear: The storm is over and not forecast to return, and recovery efforts are complete.

Resume normal activities.

1.7 PERMITS AND RESPONSIBILITIES

a. See clause 52.236-7 - Permits and Responsibilities.

b. The Contractor shall 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

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 7 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 will be coordinated with base officials and are subject to base requirements. No road closure will be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures will generally NOT be permitted (at least one way traffic should always be provided).

c. The Contractor shall submit a schedule of planned power outages and utility disruptions to the Contracting Officer with the initial project schedule. Notification of specific power outages and utility disruptions shall be in writing to the Contracting Office not less than thirty (30) calendar days in advance of the intended closure.

All power outages and utility disruptions will be coordinated with base officials and are subject to base requirements. No power outages and utility disruptions will be permitted (unless under emergency conditions) until the contractor receives written approval from the Contracting Officer.

1.8 SPECIAL CONTRACT REQUIREMENTS

1.8.1 Availability of Work Site and Working Hours

Normal working hours are Monday through Friday, 0800 hours through 1700 hours. Work on other than normal working hours may be arranged if coordinated at least three calendar days in advance and if approved in writing by the Contracting Officer.

1.8.2 Request for Contractor's Employee Passes and Vehicle Passes

a. No employee or representative of the Contractor will be admitted to the site of work unless he/she is furnished authorized admittance to the site of work by the Contracting Officer. Prior to the start of on-site work the Contractor shall submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc E for long term passes. The Contractor will then, with the help of the Resident Office, be responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration.

b. Upon completion of this contract, the Contractor shall return all employee and vehicle passes to the base, and obtain a certification of receipt. Final Payment may be withheld until the Contractor has returned all such passes.

1.8.3 Meetings

a. Post Award Orientation. A post award orientation (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. Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be agreed upon between the Contractor and Contracting Officer. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, representatives from the using agency, Directorate of Public Works personnel, Resident Office personnel, and the Japan

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 8

Engineer District PM. The Contractor shall be prepared to provide a schedule showing 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.

The contractor is responsible for providing soft copies of meeting minutes in English within 4 working days of the progress meeting.

c. Red Zone Meeting. A Red Zone meeting shall be conducted for contracts with a value in excess of $500,000 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 should typically be scheduled for 90 calendar days prior to the contract completion date. The contractor is responsible for providing soft copies of meeting minutes in English within 4 working days of the progress 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 00.00 10 (USACE Quality Control) for specific requirements.

1.9 DRAWINGS

1.9.1 Contract Drawings

Within 15 days after Notice to Proceed the Contractor shall submit to the Contracting Officer's Representative, two (2) bound booklet-type copies each in finished sizes A4 and A3 (total of 4), of the final contract drawings.

1.9.2 As-built Drawings

Redline drawings (contract drawings showing as-built conditions) are required to be maintained up-to-date and keep in the contractor project office and available for review by the Contracting Officer at any time.

The redline drawings need to be large enough and any changes shown in enough detail to understand clearly the as-built condition.

1.10 AVAILABILITY OF UTILITY SERVICES

Electricity potable water, and sewage are is available for Contractor's use without charge; however, the Contractor shall be responsible for all temporary connections required, as well as the removal of these temporary connections upon completion of the project. The contractor's plan for temporary connections shall be submitted to the Authorized Representative of the Contracting Officer for approval prior to making any temporary connections.

1.11 AVAILABILITY OF SANITARY FACILITIES

No toilet facility is available for Contractor's use.

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 9

1.12 SAFETY REQUIREMENTS

The Contractor's work shall conform to the requirements of Safety and Health Requirements Manual EM 385-1-1 unless otherwise indicated in this section. Safety submittals shall be in accordance with Section 01 35 26, Governmental Safety Requirement. The Contractor shall maintain an accident prevention plan in accordance with Corps of Engineers Safety Manual EM 385-1-1.

1.13 DISPOSAL OF MATERIAL

Except as specified elsewhere in the contract, all residue and scrap generated by the Contractor during the performance of this contract shall be disposed of outside the confines of the Baseoff of Government property unless otherwise directed by the Contracting Officer.

1.14 OPEN FLAME AND WELDING

The Contractor shall submit a request for open flame work ("Hot Work Permit) to the Base Fire Department for approval prior to commencing any open flame or welding operations. A Base Fire Department representative will visit the work site prior to commencement of the work and the Contractor shall demonstrate the work to be performed and precautions to be taken to prevent a fire. Open flame work will not begin without approval of the Contracting Officer's Representative (open flame and welding permit) or until the Fire Department arrives at work site if required.

1.15 CONSTRUCTION SCHEDULE

The Contractor shall provide at least ten (10) copies of a preliminary construction schedule showing proposed actual construction start and completion dates as well as major portions of work at the post award orientation meeting. The Contractor shall submit, within fourteen (14) calendar days after receipt of Notice to Proceed, a construction schedule in accordance with contract clause 52.236-15 entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS". The construction schedule showing actual progress compared with scheduled progress shall be submitted no less than every 30 days throughout the contract performance period. The construction schedule can be in any format (a bar chart or a Network Analysis are typical formats) as long as it is clearly understandable to the contractor and the Contracting Officer, shows critical items, has sufficient detail to facilitate the work and allow the Contracting Officer to determine accurately the contractor's progress.

1.16 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

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 10 this contract.

1.17 CLEAN UP

The Contractor shall, at all times, keep the work area, including storage areas used, tidy and free from accumulation of waste material or rubbish, and prior to completion of the work, remove any rubbish from the premises. All tools, equipment and materials not the property of the Government shall be removed from the premises and properly disposed of off Government property. Upon completion of the work, the Contractor shall notify the Contracting Officer that they are ready for final inspection.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

W912HV-16-B-0006 SECTION 01 11 00.20 33 Page 11

Section Section Title/Material Description US Standard Japanese Standard Japanese Standard Title

03 20 00.00 10 Concrete Reinforcement

Welded Wire Fabric ASTM A1064/A1064M JIS G 3551 溶接金網及び鉄筋格子

Reinforcing Steel ASTM A615 JIS G 3112 SD295A (D16 &

Less)

鉄筋コンクリート用棒鋼 丸鋼(D16

以下)

Reinforcing Steel ASTM A615 JIS G 3112 SD345 (D19 &

Larger)

鉄筋コンクリート用棒鋼

異形棒鋼(D19以上)

03 30 00.00 10 Cast‐In‐Place Concrete

Chemical Admixtures for Use in

Producing Flowing Concrete

ASTM C1017/C1017M JIS A 6204 コンクリート用化学混和剤

Test Method for Potential Alkali

Reactivity of Aggregates

ASTM C1260 JIS A 1146 骨材のアルカリシリカ反応性 試験

方法（モルタルバー法）

Test Method for Sieve Analysis of

Fine and Coarse Aggregates

ASTM C136 JIS A 1102 骨材のふるい分け試験方法

Test Method for Slump of Hydraulic‐

Cement Concrete

ASTM C143/C143M JIS A 1101 コンクリートのスランプ試験方法

Portland Cement ASTM C150 JIS R 5210 ポルトランドセメント

Practice for Sampling Freshly Mixed

Concrete

ASTM C172/C172M JIS A 1115 フレッシュコンクリートの試料採

取方法

Practice for Making and

Curing Concrete Test Specimens

ASTM C192/C192M JIS A 1132 コンクリートの強度試験用供試体

の作り方

Test Method for Air Content of

Freshly Mixed Concrete by the

Pressure Method

ASTM C231/C231M JIS A 1128 フレッシュコンクリートの空気量

の圧力による試験方法−空気室圧

力方法

Practice for Making and Curing

Concrete Test Specimens in the Field

ASTM C31/C31M JIS A 1132 コンクリートの強度試験用供試体

の作り方

Test Method for Compressive

Strength of Cylindrical Concrete

Specimens

ASTM C39/C39M JIS A 1108 コンクリートの圧縮強度試験方法

Chemical Admixtures for Concrete ASTM C494/C494M JIS A 6204 コンクリート用化学混和剤

Cellular Glass Thermal Insulation ASTM C552 JIS A 9521 建築用断熱材

Rigid, Cellular Polystyrene Thermal

Insulation

ASTM C578 JIS A 9521 建築用断熱材

Unfaced Preformed Rigid Cellular

Polyisocyanurate Thermal Insulation

ASTM C591 JIS A 9521 建築用断熱材

Fly ash for use in concrete ASTM C618 JIS A 6201 コンクリート用フライアッシュ

Portland pozzolan cement ASTM C618 JIS R 5212 シリカセメント

Test Method for Flexural Strength of

Concrete

ASTM C78/C78M JIS A 1106 コンクリートの曲げ強度試験方法

Ready Mix Concrete ASTM C94 JIS A 5308 レディーミクストコンクリート

Slag Aggregate for Concrete ASTM C989 JIS A 5011 コンクリート用スラグ骨材

Concrete Aggregates ASTM C33 JIS A 5005 コンクリート用砕石及び砕砂

Air‐Entrained Admixture for

Concretre

ASTM C260 JIS A 6204 コンクリート用化学混和剤

Test Methods for Water Vapor

Transmission of Materials

ASTM E96/E96M JIS A 9511 発泡プラスチック保温材

03 30 53 Miscellaneous Cast‐In‐Place

Concrete

Slag Aggregate for Concrete ASTM C989 JIS A 5011 コンクリート用スラグ骨材

Portland Cement ASTM C150 JIS R 5210 ポルトランドセメント

Ready Mix Concrete ASTM C94 JIS A 5308 レディーミクストコンクリート

Steel Bars for Concrete ASTM A615/A615M JIS G 3112 鉄筋コンクリート用棒鋼

Welded Wire Fabric ASTM A185 JIS G 3551 溶接金網及び鉄筋格子

Concrete Aggregates ASTM C33 JIS A 5005 コンクリート用砕石及び砕砂

Air‐Entrained Admixture for Concrete ASTM C260 JIS A 6204 コンクリート用化学混和剤

Polyethylene Sheet ASTM C171 JIS K 6781 農業用ポリエチレンフィルム

Test Method for Slump of Hydraulic‐

Cement

ASTM C143/C143M JIS A 1101 コンクリートのスランプ試験方法

FY13 PN62663 Tactical Equipment Maintenance Facility

Acceptable Alternative Japanese Standards

13AR0001

W912HV-16-B-0006 Attachment 01 11 00.20 33-A - 1

Practice for Sampling Fresh Concrete ASTM C172 JIS A 1115 フレッシュコンクリートの試料採

取方法

Test Method for Air Content by

Volume

ASTM C173/ C173M JIS A 1118 フレッシュコンクリートの空気量

の容積による試験方法（容積方法

Test Method for Air Content by

Pressure Method

ASTM C231 JIS A 1128 フレッシュコンクリートの空気量

の圧力による試験方法−空気室圧

力方法

Practice for Making and Curing

Concrete Test Specimens in the Field

ASTM C31/C31M JIS A 1132 コンクリートの強度試験用供試体

の作り方

Standard Test Method for

Compressive Strength of Cylindrical

Concrete Specimens

ASTM C39/C39M JIS A 1108 コンクリートの圧縮強度試験方法

04 20 00 Unit Masonry

Concrete Blocks ASTM C90 JIS A 5406 建築用コンクリートブロック

Bricks ASTM C62 JIS R 1250 普通れんが及び化粧れんが

05 12 00 Structural Steel

Rolled Steel for General Structure ASTM A36/A36M JIS G 3101 一般構造用圧延鋼材

Rolled Steel for Welded Structure ASTM A36/A36M JIS G 3106 溶接構造用圧延鋼材

Hot Rolled Atmospheric Corrosion

Resisting Steel for Welded Structure

ASTM A36/A36M JIS G 3114 溶接構造用耐候性熱間圧延鋼材

Rolled Steel for Building Structure ASTM A36/A36M JIS G 3136 建築構造用圧延鋼材

Rolled Bars for Building Structure ASTM A6/A6M JIS G 3138 建築構造用圧延棒鋼

Light Gage Steel for General

Structure

ASTM C955 JIS G 3350 一般構造用軽量形鋼

Carbon Steel Tubes for General

Structural

ASTM A500 JIS G 3444 一般構造用炭素鋼鋼管

Carbon Steel Square Pipes for

General

ASTM A53 JIS G 3466 一般構造用角形鋼管

Bolts ASTM A307 JIS B 1180 六角ボルト

High‐Strength Bolts ASTM A325 JIS B 1186 摩擦接合用高力六角ボルト・六角

ナット・平座金のセット

Washer ASTM F436 JIS B 1256 平座金

05 52 00 Metal Railings

Bolts ASTM A307 JIS B 1180 六角ボルト

Carbon Steel Tubes for General

Structure

ASTM A500/A500M JIS G 3444 一般構造用炭素鋼鋼管

Carbon Steel Square Pipes for

General Structure

ASTM A53/A53M JIS G 3466 一般構造用角形鋼管

06 10 00 Rough Carpentry

Structural Plywood APA PS2 JAS No. 516 農林水産省告示第５１６号

、防火戸用合板の日本農林規格等

の一部を改正する件

Plywood for Concrete Form APA PS1 JAS No. 932 農林省告示第９３２号、コンクリ

ート型わく用合板の日本農林規格

を定める件

Laminated Wood ANSI/AITC A190.1 JAS No. 112 農林水産省告示第１１２号、集成

材の日本農林規格の一部を改正

Structural Laminated Wood ANSI/AITC A190.1 JAS No. 111 農林水産省告示第１１１号、構造

用集成材の日本農林規格

Softwood Finish Lumber ALSC PS 20 JAS No. 1084 農林水産省告示第１０８４号、針

葉樹の造作用製材の日本農林規格

W912HV-16-B-0006 Attachment 01 11 00.20 33-A - 2

Hardwood Lumber AHA A135.4 JAS No. 1086 農林水産省告示第１０８６号、広

葉樹製材の日本農林規格

07 21 16 Mineral Fiber Blanket Insulation

Mineral Fiber Block and Board

Thermal Insulation

ASTM C612 JIS A 9504 人造鉱物繊維保温材

07 41 13 Metal Roof Panels

Non‐Structural Metal Roofing ASTM A755/A755M JIS A6514 金属製折板屋根構成材

07 61 14.00 20 Steel Standing Seam Roofing

Formed Japanese Metal Roofing ASTM A755/A755M JIS A6514 金属製折板屋根構成材

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 ドアセット、軽量シャッター構成

部材、重量シャッター構成部材

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 サッシ、サッシ用網戸、住宅用雨

戸

09 22 00 Supports for Plaster and Gympsum

Board

Nonstructural Steel Framing

Members

ASTM C645 JIS A 6517 建築用鋼製下地材（壁・天井）

09 29 00 Gypsum Board

Gypsum Board ASTM C1396/C1396M JIS A 6901 せっこうボード製品

09 30 10 Ceramic, Quarry, and Glass Tiling

Ceramic Tile ANSI A137.1 JIS A 5209 セラミックタイル

09 51 00 Acoustical Ceilings

Acoustical Ceiling ASTM E1264 JIS A 6301 吸音材料

Metal Ceiling Suspension System ASTM C645 JIS A 6517 建築用鋼製下地材（壁・天井）

09 65 00 Resilient Flooring

Resilient (Vinyl Composition Floor

Tile)

ASTM F1066 JIS A 5705 ビニル系床材

09 90 00 Paints and Coatings

Anti Rust Paint MPI 101, MPI 107, MPI 79 JIS K5621, JASS 18 M‐109 一般用さび止めペイント

変性エポキシ樹脂プライマー、建

築工事標準仕様書 塗装工事 変

性エポキシ樹脂プライマー

EP ‐ Exterior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 11 JIS K 5663 合成樹脂エマルションペイント及

びシーラー

SOP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 54 JIS K 5516 合成樹脂調合ペイント

W912HV-16-B-0006 Attachment 01 11 00.20 33-A - 3

OS ‐ Interior Oil Modified Urethane

Clear Satin

MPI 57 JASS 18 Paragraph 5.9, JIS

K5421

建築工事標準仕様書 塗装工事

5.9節、合成樹脂調合ペイント塗り

（SOP）、ボイル油及び煮あまに

油

NAD ‐ Interior Alkyd, Semi‐Gloss, MPI

Gloss Level 5

MPI 47 JIS K5516 合成樹脂調合ペイント

VP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 54 JIS K 5670 アクリル樹脂系非水分散形塗料

10 28 13 Toilet Accessories

Mirrors ASTM C1036 JIS R 3220 鏡材

21 13 13.00 10 Wet Pipe Sprinkler System, Fire

Protection

Steel Pipe Black ASTM A53/A53M JIS G 3452/JIS G 3454 配管用炭素鋼鋼管/圧力配管用炭

素鋼鋼管

Malleable Iron Threaded Fittings ASME B16.3 JIS B 2301 ねじ込み式可鍛鋳鉄製管継手

Steel Buttwelding Fittings ASME B16.9 JIS B 2311 一般配管用鋼製突合せ溶接式管継

手

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

配管用炭素鋼鋼管/圧力配管用炭

素鋼鋼管/ねじ込み式可鍛鋳鉄製

管継手

Valves, Cast Iron MSS SP‐70 JIS B 2031 ねずみ鋳鉄弁

Cast Iron Pipe and Fittings, Hub and

Spigot

ASTM A74 JIS G 5525 排水用鋳鉄管

Cast Iron Pipe and Fittings, Hubless CISPI 301/ASTM A888 JIS G 5525 排水用鋳鉄管

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

配管用炭素鋼鋼管/圧力配管用炭

素鋼鋼管/ねじ込み式可鍛鋳鉄製

管継手

Copper Pipe, Seamless ASTM B42 JIS H 3300/JIS H 3401 銅及び銅合金の継目無管/銅及び

銅合金の管継手

Poly(Vinyl Chloride) (PVC) Plastic

Drain, Waste, and Vent Pipe and

Fittings

ASTM D2665 JIS K 6739/JIS K 6741 排水用硬質ポリ塩化ビニル管継手

/硬質ポリ塩化ビニル管

Coextruded Poly (Vinyl Chloride)

(PVC) Plastic Pipe with a Cellular Core

ASTM F891 JIS K 6739/JIS K 6741 排水用硬質ポリ塩化ビニル管継手

/硬質ポリ塩化ビニル管

Coextruded Poly(Vinyl Chloride)

(PVC) Non‐Pressure Plastic Pipe

Having Reprocessed‐Recycled

Content

ASTM F1760 JIS K 6739/JIS K 6741 排水用硬質ポリ塩化ビニル管継手

/硬質ポリ塩化ビニル管

23 00 00 Air Supply, Distribution, Ventilation, and Exhaust Systems

Duct, Galvanized Steel Sheet ASTM A653/A653M JIS G 3302 溶融亜鉛めっき鋼板及び鋼帯

23 07 00 Thermal…