Attachment_2_-_Bldg_871_Specifications.pdf

Prepared by

Repair Family Housing, Multiple Locations Okinawa, Japan

CAMP KINSER (136 UN)

Tower 871

Contract No. FA8903-15-D-0012

TO 12

Projects:

#NYJS 174502

June 2017

Final Design Phase Design Analysis

Page Intentionally Left Blank

Repair Tower 871, Camp Kinser (68 UN) Camp Kinser, Okinawa, Japan

NYJS174502

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 10 LIST OF ACRONYMS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 00.00 33 JIS ACCEPTABLE ALTERNATIVES

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.00 30 TEMPORARY ENVIRONMENTAL CONTROLS KAB SUPPLEMENT

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

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 13.00 10 ASBESTOS ABATEMENT

02 82 13.00 30 ACM SUPPLEMENT

02 83 13.00 20 LEAD IN CONSTRUCTION

02 83 13.00 30 LEAD SUPPLEMENT

DIVISION 03 - CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 32 14 CLAY TILE ROOFING REPLACEMENT OR REPAIR

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

PROJECT TABLE OF CONTENTS Page 2

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

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

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

23 01 30.41 HVAC SYSTEM CLEANING

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 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

PROJECT TABLE OF CONTENTS Page 3

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 24 16.00 40 PANELBOARDS

26 28 21.00 40 AUTOMATIC TRANSFER SWITCHES

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

PAVING

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

32 96 00 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

Repair Tower 871, Camp Kinser (68 UN) NYJS174502

SECTION 00 00 10

LIST OF ACRONYMS

PART 1 GENERAL

1.1 SUMMARY

This document provides a listing of acronyms used in this specifications document

A2LA American Association for Laboratory Accreditation AASHTO American Association of State Highway and Transportation Officials AB Air Base ABC Aggregate Base Course ABS Acrylonitrile-Butadiene-Styrene ACI American Concrete Institute ACM(s) Asbestos-containing Material(s) AEIC Association of Edison Illuminating Companies AF Air Force / Actual Finish AFOHA Air Force Occupational Safety and Health Standard(s) AHA(s) Activity Hazard Analysis(es) / American Hardboard Association AHAP Asbestos Hazard Abatement Plan AI Asphalt Institute AIHA American Industrial Hygiene Association AMRL AASHTO Materials Reference Laboratory ANSI American National Standards Institute APP(s) Accident Prevention Plan(s) AS Actual Start Asbestos f/cc Asbestos Fiber Concentrations ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering ASTM American Society for Testing Materials AWG American Wire Gauge AWS American Welding Society AWWA American Water Works Association (AWWA)

Base Kadena AB, Okinawa, Japan bhp Brake Horsepower BICSI Building Industry Consulting Services International BIDI Bid Item BMEP Brake Mean Effective Pressure BMP(s) Best Management Practices BPE Base Project Engineer

CATV Community Antenna Television CATW Category of Work CCE Calcium Carbonate Equivalent CD Compact Disk CES 718th Civil Engineering Squadron CGPM General Conference on Weights and Measures CIH Certified Industrial Hygienist CIPP Cured In Place Pipe CLIN Contract Line Item Number cm centimeter(s) CMU Concrete Masonry Unit(s)

DOCUMENT 00 00 10 Page 1

CO Contracting Officer COC Chain-of-Custody COMM 18th Communication Squadron CONS 18th Contracting Squadron COR Contracting Officers Representative COTR Contracting Officer's Technical Representative CP Competent Person CPG(s) Comprehensive Procurement Guideline(s) CPM Critical Path Method CPP Containment Prevention Plan CQC Contractor Quality Control CRR Corrosion Resistance Ratio CS Camp Services (Marines) CSEP Confined Space Entry Plan CSP Certified Safety Professional CWA Constant Wattage Autotransformer

DALT Duct Air Leak Test dBmV decibel millivolts DGA Dissolved Gas Analysis DLA Defense Logistics Agency DOD Department of Defense DOR Designer of Record DOT U.S. Department of Transportation

ELEC Electrical ELLAP Environmental Lead Laboratory Accreditation Program ELPAT Environmental Lead Proficiency Analytical Testing EMCS Energy Monitoring and Control System EPA U.S. Environmental Protection Agency EPP Environmental Protection Plan EPR Ethylene-Propylene-Rubber ES Early Start EXTR Exterior

FAR Federal Acquisition Regulations f'c Compressive Strength FEMP Federal Energy Management Program FIFRA Federal Insecticide, Fungicide, and Rodenticide Act FM Factory Mutual f'm Strength FOW Feature of Work FP&P Fall Protection and Prevention g gram(s) G Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

g/L gram(s) per Liter(s) GCA Graded-crushed Aggregate GFCI Ground-fault Circuit Interrupter GFE Government furnished equipment GOJ Government of Japan GOVT Government GSA U.S. General Services Administration

HEPA High-Efficiency Particulate Air

DOCUMENT 00 00 10 Page 2

HIC Head Injury Criteria HID High-intensity Discharge HM Hazardous Material HPS High-pressure Sodium HSCOR Heavy Snow Conditions of Readiness HVAC Heating, Ventilating, Air Conditioning

ICC International Code Council ICRI International Concrete Repair Institute IDC Initiating Device Circuits IDC Insulation Displacement Connection IEEE Institute of Electrical and Electronics Engineers IH Industrial Hygienist IHT(a) Industrial Hygiene Technician(s) IMPC Installation Pest Management Coordinator I-P Inch-Pounds

JEGS Japan Environmental Governing Standards JIS Japanese Industrial Standard(s) JMF Job Mix Formula JMOE Japanese Ministry of the Environment kg kilogram(s) kg/m^3 kilogram(s) per cubic meter km kilometer(s) km/h kilometer(s)/hour kPa kilopascal(s)

L Liter(s) L/s Liter(s) per second LBP Lead-based Paint LBP/R/CP Lead-based Paint/Removal/Control Plan LED/LCD Light Emitting Diode/Liquid Crystal Diode LEED Leadership in Energy and Environmental Design LF Late Finish LL Load Losses LM Linear Meter m meter(s) m/s meter(s) per second MAP Model Accreditation Plan MCL/PWL Material Containing Lead/Paint with Lead MCOV Maximum Continuous Operating Voltage MDI Methylene Diphenel Isocyanate MECH Mechanical MEP Master Entry Plan MFH Military Family Housing mm millimeter(s) mm/s millimeter(s) per second MODF Modification MPa Megapascal

NAC Notification Appliance Circuits NARA National Archives and Records Administration NAS Network Analysis Schedule NBR Nitrile Butadeine Rubber NEMA National Electrical Manufacturers Association NESHAP "National Emission Standards for Hazardous Air Pollutants" NEXT Near End Cross Talk

DOCUMENT 00 00 10 Page 3

NICET "National Institute for Certification in Engineering Technologies"

NLL No-load Losses NLLAP National Lead Laboratory Accreditation Program Nm Newton meter(s) NPE Negative Pressure Enclosure NTP Notice To Proceed NTT Nippon Telephone Telegraph

O&M Operation(ing) and Maintenance o.c. on center OD Outside Diameter / Original Duration ODS Ozone Depleting Substances OSHA Occupational Safety and Health Administration OS&Y Outside Screw and Yoke

P&T Pressure and Temperature PAT Proficiency Analytical Testing PCB(s) Polychlorinated Biphenyl(s) PCM Phase Contrast Microscopy PDM Precedence Diagram Method PE Professional Engineer PELs Permissible Exposure Limit(s) PHAS Phase of Work PILC Paper Insulated Lead Covered PLM Polarized Light Microscopy PMG Permanent Magnet Generator PMO Provost Marshall's Office PPC Project Pesticide Coordinator PPE Personal Protective Equipment ppm parts per million PRV Pressure Reducing Valve PVC Polyvinyl Chloride PVDC Polyvinylidene Chloride

QA Quality Assurance QAP Quality Assurance Plan QC Quality Control QCS Quality Control System

R Thermal Resistance RAP Recycled Asphalt Pavement RD Remaining Duration REA Request for Equitable adjustment REFL Reflected REP Rescue and Evacuation Plan RESP Responsible Party RF Radio Frequency RFI Request for Information RLC(s) Residential Load Center(s) RMS Root Mean Square / Resident Management System RSO Radiation Safety Officer

S/mm Structures per square millimeters SBR Styrene Butadeine Rubber SD Submittal Description SDS Safety Data Sheet(s) SF Start to Finish SHP Safety and Health Program

DOCUMENT 00 00 10 Page 4

SI International System of Units SLC Signal Line Circuits SOFA Status of Forces Agreement SPDT Single-pole Double-throw SSHO Site Safety and Health Officer

TDI Toluene Diphenel Isocyanate TEM Transmission Electron Microscopy THD Total Harmonic Distortion TNR Tensile Strength Ratio TPH Total Petroleum Hydrocarbons TSI Thermal System Insulation TSR Tensile Strength Ratio TV Television TWA Time Weighted Average

UL Underwriter's Laboratories USACE U.S. Army Corps of Engineers USG United States Government USGBC U.S. Green Building Council UV Ultraviolet

V Volt(s) Vac Volts a.c.

VECP Value Engineering Change Proposal VMA Voids in Mineral Aggregate VOC(s) Volatile Organic Compound(s)

W Watt(s) WBS Work Breakdown Structure WHE Weight Handling Equipment WIFI Wireless Internet WMP Waste Management Plan WPS Welding Procedure Specifications

XLP Cross-linked-thermosetting XRF X-ray Fluorescence

-- End of Document --

DOCUMENT 00 00 10 Page 5

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings and Specifications."

1.2 CONTRACT DRAWINGS

List of contract drawings follow from the next page:

GENERAL

01 G-001 COVER SHEET

02 G-011 SHEET INDEX

03 G-021 SCOPE OF WORK

HAZMAT

04 TJ2-H-101 HAZMAT FIRST FLOOR PLAN

05 TJ2-H-102 HAZMAT 2ND THRU 9TH FLOOR PLANS

06 TJ2-H-103 HAZMAT ROOF PLAN

07 TJ2-H-104 HAZMAT TYPICAL UNIT PLAN

STRUCTURAL

08 TJ2-S-001 STRUCTURAL NOTES

09 TJ2-S-002 STRUCTURAL SCHEDULES

10 TJ2-S-101 MISCELLANEOUS DETAILS

CIVIL

11 C-001 CIVIL NOTES AND INFORMATION

12 CS-101 TOWER 871 EXTERIOR ELECTRICAL SITE PLAN AND DETAILS

ARCHITECTURAL

13 TJ2-A-001 ABBREVIATIONS, LEGEND AND SYMBOLS

DOCUMENT 00 01 15 Page 1

14 TJ2-AD001 OVERALL FIRST FLOOR DEMOLITION PLAN

15 TJ2-AD002 OVERALL TYPICAL FLOOR (FL 2-9) DEMOLITION PLAN

16 TJ2-AD101 FIRST FLOOR LOBBY & HALLWAY DEMOLITION PLAN

17 TJ2-AD102 FIRST FLOOR LOBBY & HALLWAY DEMO REFLECTED CEILING PLAN

18 TJ2-AD103 FIRST FLOOR REC ROOM DEMOLITION PLAN

19 TJ2-AD104 FIRST FLOOR REC ROOM DEMO REFLECTED CEILING PLAN

20 TJ2-AD105 FIRST FLOOR UTILITY SPACE DEMOLITION PLANS

21 TJ2-AD106 TYPICAL CORE AND HALLWAY (FL 2-9) DEMOLITION PLANS

22 TJ2-AD107 TYPICAL CORE AND HALLWAY (FL 2-9) DEMO REFL CEILING PLANS

23 TJ2-AD108 ROOF AND PENTHOUSE DEMOLITION PLANS

24 TJ2-AD110 TYPICAL UNIT DEMOLITION PLANS

25 TJ2-AE001 OVERALL FIRST FLOOR PLAN

26 TJ2-AE002 OVERALL TYPICAL FLOOR (FL 2-9) PLAN

27 TJ2-AE101 FIRST FLOOR LOBBY & HALLWAY PLAN

28 TJ2-AE102 FIRST FLOOR LOBBY & HALLWAY REFLECTED CEILING PLAN

29 TJ2-AE103 FIRST FLOOR REC ROOM PLAN

30 TJ2-AE104 FIRST FLOOR REC ROOM REFLECTED CEILING PLAN

31 TJ2-AE105 FIRST FLOOR UTILITY SPACE PLANS

32 TJ2-AE106 TYPICAL CORE AND HALLWAY (FL 2-9) PLANS

33 TJ2-AE107 TYPICAL CORE AND HALLWAY (FL 2-9) REFLECTED CEILING PLANS

34 TJ2-AE108 ROOF AND PENTHOUSE PLANS

35 TJ2-AE110 TYPICAL UNIT PLANS

36 TJ2-AE201 BUILDING ELEVATIONS

37 TJ2-AE301 BUILDING SECTION

38 TJ2-AE401 PARTITION TYPES

39 TJ2-AE402 TYPICAL UNIT ENLGD BATHROOM AND LAUNDRY PLANS AND ELEVS

40 TJ2-AE501 DETAILS

DOCUMENT 00 01 15 Page 2

41 TJ2-AE502 STAIR DETAILS

42 TJ2-AE521 DOOR AND WINDOW DETAILS

43 TJ2-AE601 ROOM FINISH SCHEDULE - MATERIAL & COLOR SCHEDULE

44 TJ2-AE602 DOOR SCHEDULES

45 TJ2-AE603 DOOR SCHEDULES

46 TJ2-AE604 SIGNAGE SCHEDULE AND DETAILS

47 TJ2-AD801 ADDITIVE 1 AND 3 KITCHEN CASEWORK DETAILS

48 TJ2-AE811 ADDITIVE 1 TYPICAL UNIT ENLARGED KITCHEN PLANS AND ELEVATIONS

49 TJ2-AD821 ADDITIVE 2 FIRST FLOOR LOBBY & HALLWAY DEMOLITION PLAN

50 TJ2-AD822 ADDITIVE 2 FIRST FLOOR REC ROOM DEMOLITION PLAN

51 TJ2-AD823 ADDITIVE 2 CORE AND HALLWAY (FL 2-9) DEMOLITION PLAN

52 TJ2-AE821 ADDITIVE 2 FIRST FLOOR LOBBY & HALLWAY FLOOR PLAN

53 TJ2-AE822 ADDITIVE 2 FIRST FLOOR REC ROOM PLAN

54 TJ2-AE823 ADDITIVE 2 CORE AND HALLWAY (FL 2-9) PLAN

55 TJ2-AE824 ADDITIVE 2 ROOF AND PENTHOUSE PLANS

56 TJ2-AE825 ADDITIVE 2 DOOR SCHEDULES

57 TJ2-AD831 ADDITIVE 3 FIRST FLOOR LOBBY & HALLWAY DEMOLITION PLAN

58 TJ2-AD832 ADDITIVE 3 FIRST FLOOR REC ROOM DEMOLITION PLAN

59 TJ2-AD833 ADDITIVE 3 CORE AND HALLWAY (FL 2-9) DEMOLITION PLAN

60 TJ2-AE831 ADDITIVE 3 FIRST FLOOR LOBBY & HALLWAY PLAN

61 TJ2-AE832 ADDITIVE 3 FIRST FLOOR REC ROOM PLAN

62 TJ2-AE833 ADDITIVE 3 CORE AND HALLWAY (FL 2-9) PLAN

63 TJ2-AE834 ADDITIVE 3 PENTHOUSE PLANS

64 TJ2-AE835 ADDITIVE 3 COMMON AREA RESTROOM ENLARGED PLANS AND ELEVATIONS

65 TJ2-AE841 ADDITIVE 4 TYPICAL UNIT FLOOR PLANS

66 TJ2-AE851 ADDITIVE 5 TYPICAL UNIT FLOOR PLANS

67 TJ2-AD861 ADDITIVE 6 DEMOLITION FLOOR PLANS

DOCUMENT 00 01 15 Page 3

68 TJ2-AD862 ADDITIVE 6 TYPICAL UNIT DEMOLITION FLOOR PLAN

69 TJ2-AE861 ADDITIVE 6 FLOOR PLANS

70 TJ2-AE862 ADDITIVE 6 UNIT FLOOR PLAN AND WINDOW SCHEDULE

FIRE PROTECTION

71 TJ2-F-001 GENERAL NOTES AND ABBREVIATIONS

72 TJ2-FD101 FIRST FLOOR FIRE SUPPRESSION DEMO PLAN

73 TJ2-FD102 2ND-9TH FLOOR FIRE SUPPRESSION DEMO PLAN

74 TJ2-FA101 FIRST FLOOR FIRE ALARM PLAN

75 TJ2-FA102 2ND THRU 9TH FLOOR FIRE ALARM PLAN

76 TJ2-FA103 PENTHOUSE FIRE ALARM PLAN

77 TJ2-FA501 FIRE ALARM DIAGRAMS

78 TJ2-FX101 FIRST FLOOR FIRE SUPPRESSION PLAN

79 TJ2-FX102 2ND THRU 9TH FLOOR FIRE PROTECTION SUPPRESSION PLAN

80 TJ2-FX103 PENTHOUSE FIRE SUPPRESSION PLAN

81 TJ2-FX401 TYPICAL UNIT NEW SPRINKLER AND FIRE ALARM LAYOUT

82 TJ2-FX501 FIRE SUPPRESSION PIPING SCHEMATICS & DETAILS

83 TJ2-LS101 FIRST FLOOR LIFE SAFETY PLAN

84 TJ2-LS102 2ND THRU 9TH FLOOR LIFE SAFETY PLAN

85 TJ2-LS103 PENTHOUSE LOWER LEVEL LIFE SAFETY PLAN

MECHANICAL

86 TJ2-M-001 MECHANICAL SYMBOLS AND ABBREVIATIONS

87 TJ2-MD104 FIRST FLOOR REC ROOM MECHANICAL DEMOLITION PLAN

88 TJ2-MD105 PENTHOUSE DEMOLITION PLAN

89 TJ2-MD106 ELECTRICAL AND GARBAGE ROOM DEMOLITION PLAN

90 TJ2-MD107 MECHANICAL ROOM PIPE DEMOLITION PLAN

91 TJ2-MD108 CHILLER ENCLOSURE DEMOLITION PLAN

92 TJ2-MD109 FIRST FLOOR UNIT MECHANICAL DEMOLITION PLAN

DOCUMENT 00 01 15 Page 4

93 TJ2-MD110 TYPICAL UNIT MECHANICAL DEMOLITION PLAN

94 TJ2-MD501 PHOTOGRAPHS

95 TJ2-MH001 OVERALL FIRST FLOOR PLAN

96 TJ2-MH002 OVERALL TYPICAL MECHANICAL FLOOR PLAN

97 TJ2-MH101 FIRST FLOOR REC ROOM MECHANICAL PLAN

98 TJ2-MH104 PENTHOUSE

99 TJ2-MH105 MECHANICAL, ELECTRICAL AND GARBAGE ROOM MECHANICAL PLAN

100 TJ2-MH106 FIRST FLOOR CORE MECHANICAL PLAN

101 TJ2-MH107 TYPICAL FLOOR CORE MECHANICAL PLAN

102 TJ2-MH110 TYPICAL UNIT MECHANICAL PLAN

103 TJ2-MH501 MECHANICAL DETAILS

104 TJ2-MH502 MECHANICAL CONTROLS

105 TJ2-MH503 AIRFLOW DIAGRAM

106 TJ2-MH601 MECHANICAL SCHEDULES

PLUMBING

107 TJ2-P-001 PLUMBING SYMBOLS AND ABBREVIATIONS

108 TJ2-P-101 OVERALL FIRST FLOOR PLUMBING PLAN

109 TJ2-P-102 OVERALL SECOND FLOOR PLUMBING PLAN

110 TJ2-P-103 OVERALL THIRD TO NINTH FLOOR PLUMBING PLAN

111 TJ2-P-104 OVERALL EIGHTH FLOOR DISTRIBUTION PLAN

112 TJ2-P-105 OVERALL NINTH FLOOR PIPING DISTRIBUTION PLAN

113 TJ2-PD104 TYPICAL UNIT PLUMBING DEMOLITON PLAN

114 TJ2-PD105 MECHANICAL ROOM PLUMBING DEMOLITION PLAN

115 TJ2-PD106 FIRST, SECOND, AND EIGHTH FLOOR CORE PLUMBING PLANS

116 TJ2-PD501 PHOTOGRAPHS

117 TJ2-PL101 TYPICAL 1ST FLOOR UNIT PLUMBING PLAN

118 TJ2-PL102 TYPICAL UNIT PLUMBING PLAN

DOCUMENT 00 01 15 Page 5

119 TJ2-PL103 PARTIAL FIRST FLOOR PLUMBING PLAN

120 TJ2-PL104 MECHANICAL ROOM FLOOR PLAN

121 TJ2-PL501 PARTIAL FIRST FLOOR ISOMETRICS - DOMESTIC WATER DISTRIBUTION

122 TJ2-PL502 TYPICAL UNIT PLUMBING ISOMETRICS - DOMESTIC WATER DISTRIBUTION

123 TJ2-PL503 TYPICAL UNIT PLUMBING ISOMETRICS - DWV

124 TJ2-PL504 RISER DIAGRAMS

125 TJ2-PL505 PLUMBING DETAILS

126 TJ2-PL601 PLUMBING SCHEDULES

ELECTRICAL

127 TJ2-E-001 ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS

128 TJ2-E-011 ELECTRICAL SITE PLAN

129 TJ2-ED101 FIRST FLOOR LOBBY, HALLWAY AND REC ROOM DEMOLITION PLAN

130 TJ2-ED102 TYPICAL HALLWAY AND LIVING UNIT DEMOLITION PLAN

131 TJ3-ED103 ELECTRICAL PENTHOUSE DEMOLITION PLAN

132 TJ2-ED105 FIRST FLOOR ELECTRICAL ROOM DEMOLITION PLAN

133 TJ2-ED106 ENLARGED CHILLER ENCLOSURE DEMOLITION

134 TJ2-ED501 EXISTING ONE-LINE DIAGRAM PART 1- DEMOLITION

135 TJ2-ED502 EXISTING ONE-LINE DIAGRAM PART 2- EXISTING TO REMAIN

136 TJ2-E-101 LIGHTING PLAN - FIRST FLOOR LOBBY, HALLWAY AND REC ROOM

137 TJ2-E-102 LIGHTING PLAN - TYPICAL HALLWAY FLOORS 2-9

138 TJ2-E-103 LIGHTING AND POWER PLAN - TYPICAL LIVING UNIT

139 TJ2-E-104 POWER PLAN - REC ROOM AND ROOF

140 TJ2-E-105 FIRST FLOOR ELECTRICAL ROOM PLAN

141 TJ2-E-107 ENLARGED GENERATOR AND TRANSFORMER PLAN

142 TJ2-E-301 ELECTRICAL DETAILS

DOCUMENT 00 01 15 Page 6

143 TJ2-E-302 ELECTRICAL DETAILS

144 EJ2-E-303 ELECTRICAL DETAILS

145 TJ2-E-304 ELECTRICAL DETAILS

146 TJ2-E-501 NEW ONE-LINE DIAGRAM PART 1

147 TJ2-E-502 NEW ONE-LINE DIAGRAM PART 2

148 TJ2-E-601 LUMINAIRE SCHEDULE AND LIGHTING DETAILS

149 TJ2-E-602 LIGHTING RISER DIAGRAM

150 TJ2-E-701 PANEL SCHEDULES

151 TJ2-E-702 PANEL SCHEDULES

-- End of Section --

DOCUMENT 00 01 15 Page 7

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 STATEMENT OF WORK

1.1.1 Project Description

The contractor shall provide all supervision, management, transportation, quality control, labor, tools, equipment, materials and performance of all work necessary to construct improvements to common areas and military family housing units in Building 871 located at Camp Kinser, Okinawa, Japan as indicated in the construction documents.

The general scope of work includes but is not limited to:

General Scope and Site Utilities

Site Utilities: Install new fire protection mains. Install transformer and generator pads for building 871. Replace fire pump system and underground fire service distribution. The existing fire service main also serves building 869 and building 872 and Contractor must coordinate with the base and minimize the fire service down time. A 24 hour, 7 day a week fire watch at building 869 and building 872 will be required during the time that fire service to the building not operational.

Building 871

Tower 871: Common Areas: Replace ceilings and paint previously painted surfaces. Remove central chilled water and central domestic hot water heating water systems complete. Remove central dryer exhaust and general exhaust systems. Replace HVAC systems, make-up air systems and exhaust systems. Install new water heaters and connect to existing plumbing fixtures to remain. Replace lighting. Replace common area doors with existing louvers. Install new fire protection sprinkler system in areas not currently protected. Add new fire alarm devices to existing alarm panels to support the added fire suppression system.

Existing fire alarm devices will be protected in place or removed and reinstalled at renovated spaces.

Tower 871: (68) Units - Type TJ2: Replace, ceilings and interior finishes.

Replace floor and wall finishes, casework and accessories at the bathroom. Remove central dryer exhaust and general exhaust systems.

Replace HVAC system and install new exhaust systems and dryer vents.

Replace plumbing fixtures at the bathroom and install new electric water heater. Replace vertical plumbing water, waste and vent riser piping. Replace wastewater lateral and vent piping serving the bathroom. Upgrade electrical system and replace lighting. Provide new medium voltage transformer installed outside of building to serve new mechanical loads and to back-feed existing loads within the building.

Install a new exterior generator to back up emergency loads such as

Section 01 11 00 Page 2 elevators, smoke evacuation, lighting and alarming systems. New transfer switches and distribution equipment will also be included.

Remediate asbestos containing materials and lead based paint where disturbed.

Bid Additive No. 1: Replace kitchen casework, counter tops and plumbing fixtures. Replace wastewater lateral and vent piping serving the kitchen at all units in Building 871.

Bid Additive No. 2: Replace all Common Area doors on all floors at Building

871.

Bid Additive No. 3: Replace Common Area kitchenettes, plumbing fixtures

(along with associated waste, vent and supply piping) and floor and wall finishes in restrooms. Install new flooring at all floors in Building 871. Existing ACM containing vinyl flooring shall be encapsulating.

Bid Additive No. 4: Install new flooring and base at interior of all units

(encapsulating existing ACM containing flooring) at Building 871.

Bid Additive No. 5: Replace existing doors at the interior of all units at

Building 871.

Bid Additive No. 6: Replace all Windows in Building 871.

1.1.1.1 Project Engineer Qualifications

The Contractor shall appoint a skilled Licensed Construction Engineer or Architectural Engineer in accordance with paragraphs 1 and 2 of Article 4, Contract Handling Regulations of the Prime Minister's Office of the Government of Japan, as the Project Engineer for this contract. A First Grade Construction Engineer or Architectural Engineer is required.

1.1.2 Location

The work shall be located at Tower 871 at Camp Kinser, Kadena Air Base Okinawa, Japan (Base).

1.1.3 Definitions

The term "United States" is assumed to 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 AUTHORITY

Except as noted below, the term "Contracting Officer" (CO) as used in this specification includes the authorized representative of the CO acting within the limits of his/her authority. With respect to all paragraphs of the specifications citing "approval by the CO" and all paragraphs cited in Material Approval Submittals, of the solicitation, the term "Contracting Officer" means only those individuals properly appointed as a Contracting Officer within the Contracting Squadron; no other Government personnel has the authority to grant such approval. This includes the Contracting Officer's Representative (COR). The COR has authority to review Material Submittal packages and recommend approval by the CO. At the Final

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Acceptance Inspection, the COR will perform the inspection and recommend acceptance or conditional acceptance to the CO.

1.3 EXISTING WORK

In addition to "FAR 52.236-9 (Apr 1984), Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:"

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

1.4 WORK AREA

The Contractor's personnel are restricted to the area of construction only.

Transiting of areas not in the contract is not permitted except as required in the performance of this contract. Contractor shall secure work site(s) during non-working hours.

Adequate outside security lighting shall be provided at the Contractor's temporary facilities. The Contractor shall be responsible for the security of its own equipment; in addition, the Contractor shall notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office. Provide warning signs, hazardous communications, and other safety information in both Japanese and English, when non-English speaking personnel are in the area.

1.5 LOCATION OF UNDERGROUND FACILITIES

The Contractor shall obtain an Air Force (AF) Form 103 from Base Civil Engineering. This form will be approved/signed and utilities will be marked one time by the Government. The Contractor shall be responsible for maintaining these markings.

1.5.1 Notification Prior to Excavation

Notify the CO at least 48 hours prior to starting excavation work.

1.5.2 Excavation

a. Permits: The Contractor shall obtain an excavation permit before any excavation is started. The form(s) and the offices to be contacted will be provided by 718 CES/CENM project inspector and the Contractor is responsible for obtaining the required coordination. Those areas which are known to contain underground utility lines will be designated as caution areas. The Contractor must exercise extreme caution when accomplishing the required excavation work. Hand excavation is required within 1 meter of existing utility lines. The Government reserves the right to repair all utility lines damaged by the Contractor at the expense of the Contractor.

b. Open Trenches: The Contractor shall provide safety fencing along the construction site at all open excavations to control access by unauthorized people. Safety fencing shall be installed as soon as practicable, but not later than 15 days after the date established for commencement of work. Maintain safety fencing for the duration

Section 01 11 00 Page 4 of the Contract. Upon completion and acceptance of work, the Contractor shall remove all safety fencing.

Safety fencing shall be chain link fence panels a minimum of 1.2 m high. Fence panels shall contain a UV light resistant plastic fabric mesh netting to screen public view of the construction.

Fasten warning signs to fence to warn the public. Panel sections shall be fastened together and shall be able to restrain a force of at least 114.0 kg against it. Safety fencing shall be maintained in an upright, orderly fashion throughout the construction schedule.

c. Restoration: The Contractor shall restore all excavated areas to their original condition, to include backfill, original compaction, sodding, and scrubbings. New/replacement sod shall be placed edge-to-edge and staggered, unless otherwise shown or indicated.

1.6 WORKMANSHIP

a. Materials shall be installed in accordance with the approved recommendations of the manufacturer. The installation shall be accomplished by workmen skilled in this type of work.

b. The work shall proceed in such a manner as to minimize the spread of dust and flying particles.

c. Demolition and Salvage: Materials to be removed shall be removed carefully so as not to damage material which is to remain or material which is deemed salvageable material. Sufficient safety precautions shall be taken to protect all personnel from injury.

All items to be removed shall be disposed of off base by the Contractor in an approved dumping area in accordance with local laws and regulations. Contractor shall restore all damaged surfaces and openings as a result of work under this contract to match new and/or existing adjacent surfaces unless otherwise specified or shown.

1.7 DELIVERY AND STORAGE

Equipment and materials shall be properly stored, adequately protected, and carefully handled to prevent damage before and during installation.

Equipment and materials shall be handled, stored, and protected in accordance with the manufacturer's recommendations and as approved by the CO. Damaged or defective materials and equipment shall be replaced with new materials and equipment at no cost to the Government.

1.8 STANDARD PRODUCTS

Materials and equipment shall be essentially the standard cataloged products of manufacturers regularly engaged in production design that complies with the specification requirements. Materials and equipment shall essentially duplicate items that have been in satisfactory commercial or industrial use at least two years prior to the date for receipt of proposals. Where two or more units of the same type and class are required, these units shall be products of a single manufacturer.

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1.9 MANUFACTURER'S RECOMMENDATIONS

Where installation procedures or any part thereof are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the CO prior to installation. Installation of the item(s) will not be allowed to proceed until the recommendations are received and approved by the CO. Failure to furnish these recommendations can be cause for rejection of the material.

1.10 WELDING

Welding shall be in accordance with qualified procedures using performance-qualified welders and welding operators. Welders shall be qualified using procedures in accordance with AWS D1.1 - 1998, JIS Z 3801 (1997), STANDARD

QUALIFICATIONS PROCEDURE FOR MANUAL WELDING TECHNIQUE.

1.11 COMMUNICATIONS

The Contractor shall work through the Base project manager and must notify CS/SCSP through the Contracting Officer's Representative at least 72 hours in advance to have communication lines staked. Any properly identified communication lines damaged by the Contractor's work shall be repaired by Japanese Government licensed communication lineman at the Contractor's expense. The repair action must meet USG or local Nippon Telephone Telegraph (NTT) standards. The Government reserves the right to repair all Contractor-damaged communications lines and deduct the repair cost from the contract.

Existing cables shall be uncovered by hand digging. Extreme care shall be used during digging to avoid penetrating or otherwise damaging the cable insulation. Power digging equipment shall be used for extensions only in the direction away from buried cables. Communication utilities will be identified electrically by the 18th Communications Squadron, Cable Maintenance Work Center. Utilities will be identified in accordance with acquisition of the building permit. In the event that changed conditions result, it is incumbent upon the Contractor to seek changed conditions through the Contract Office, 18 CONS/LGCC (Base Contracting Officer).

If a communications cable must be moved, it shall be coordinated through the COR and a government cable technician will advise on the best way to relocate it. The Contractor shall relocate the cable as directed. If the required relocation is not indicated in the contract drawings and specifications, relocation is subject to approval via changed conditions to the basic contract.

Refer to drawings for required action for Cable TV Equipment attached to exterior.

1.12 INTERPRETER

The Contractor shall have an English-speaking representative on the job site (Site) at all times during the performance of work under this contract.

Failure to provide such representative could result in the Contractor's work being stopped at his/her expense until such time as one is provided.

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1.13 FINAL INSPECTION

Final inspection will be conducted during the period of Monday through Friday between 0800 hours and 1615 hours. The Government will perform the inspection after (a) written notification by the Contractor to the CO; or

(b) the contract completion dates, whichever comes first. Final inspections falling on weekends or U.S. legal holidays will be postponed to the following workday. The Contractor shall notify the Using Agency (718 CES/CENM) through the COR 14 days prior to the final inspection.

1.14 NOTIFICATION BEFORE STARTING ON-SITE WORK

The Contractor shall notify the CO a minimum of seven calendar days prior to starting on-site work.

1.15 PREPARATION OF MATERIAL APPROVAL SUBMITTALS

See Submittal Register after Section 01 33 00 SUBMITTAL PROCEDURES for listing of submittals. Copies of manufacturer data sheets and catalog cuts shall accompany each submittal.

1.16 JAPANESE INDUSTRIAL STANDARDS

Where materials or equipment are specified to conform to U.S. Standards from organizations such as the American National Standards Institute (ANSI), American Society for Testing Materials (ASTM), National Electrical Manufacturers Association (NEMA), Underwriters Laboratory Inc. (UL) or other U.S. Standards and organizations, material or equipment that meets an equivalent Japanese Industrial Standard (JIS) may be substituted. It is the responsibility of the Contractor to provide all documentation required to prove the Japanese Industrial Standard is equivalent or more stringent than the U.S. Standard. All substituted material or equipment meeting an equivalent Japanese Industrial Standard (JIS) shall be submitted by the Contractor to the Contracting Officer for review and approval for compliance to the U.S. Standards prior to its use on the Project. If the Government requires, the Contractor shall provide an English language copy of the referenced standard to the Government for its consideration.

1.17 DRAWINGS AND SPECIFICATIONS AT THE SITE

The Contractor shall maintain in good condition one copy of all drawings, specifications, addenda, modifications, approved shop drawings, Safety Data Sheets (SDS), and other related documents affecting the work at this site.

Drawings and specifications shall be marked daily to record all changes during construction. These documents shall be made available to the COR during construction and shall be made available on request and be delivered to the CO upon completion of the work.

1.18 USE OF EXPLOSIVES

The use of explosives is not permitted on Government installations.

1.19 BARRICADES

The Contractor shall provide barriers/signs to keep unauthorized persons from entering working area(s). Such barricades shall be required whenever safe public access to paved areas, such as roads, parking areas, or

Section 01 11 00 Page 7 sidewalks, is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic.

Necessary bilingual warning signs shall be provided by the Contractor and shall be used in the area where construction is undertaken. The Contractor shall protect open excavations with barricades and battery-powered lights at night as warning lights and shall assure that these lights are continuously operated. Warning signs and battery-powered lights shall be removed only after the affected area(s) has been inspected and accepted as directed by the CO.

1.20 CLEANUP OF AREA

All Contractor-generated debris and rubbish shall be collected daily in a container that can be covered at the end of the day once the container is filled with trash.

1.21 DEBRIS AND RUBBISH CONTROL

For removal and transport of debris and rubbish, use only roadway(s) and/or street(s) designated by the COR. Remove and transport debris and rubbish in a manner so as to prevent spillage on streets or adjacent area(s).

Contractor shall be responsible for cleanup for any spills on roadways, streets, and other areas. Burning of debris and rubbish on Government installations is prohibited. Concrete, masonry, and other materials, other than concrete permitted to remain in place, shall be disposed of outside the limits of Government-controlled land by the Contractor.

1.22 DISPOSITION OF EXCESS CONTRACTOR-FURNISHED MATERIALS

The disposition of excess Contractor-furnished materials that has been exempt from Japanese Customs duties and taxes pursuant to Status of Forces Agreement (SOFA) shall be the Contractor's responsibility. If the Government and Contractor agree that the Contractor is to retain such excess materials, they shall be reported to the Prefectural Government Customs office authorities for payment of applicable duties and tax fees.

1.23 TRAFFIC CONTROL

Whenever construction activities will interfere with vehicular traffic, the Contractor shall always provide an open lane for vehicular traffic. The Contractor shall provide a flag man when a two-way lane is reduced to one lane traffic.

The Contractor shall provide, erect, and maintain adequate barriers, warning signs, rubber cones, lights, traffic control guards for night warning signals, and any other essential safety devices for the protection of the general public at all closures, excavations, detours, and points of danger at all times. If the Contractor fails to provide required traffic and safety measure and they have to be provided by the Government, the Contractor shall be held liable for all incurred cost. Such cost shall be deducted from the contract.

1.24 STORAGE OF MATERIAL AND FIELD OFFICE

1.24.1 Site Plan

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The Contractor shall prepare a site plan indicating the proposed location and dimensions of any area to be fenced and used by the Contractor, the number of trailers to be used, avenues of ingress/egress to the fenced area, and details of the fence installation. Any areas which may have to be graveled to prevent the tracking of mud shall also be identified. The Contractor shall also indicate if the use of a supplemental or other staging area is desired.

1.24.2 Administrative Field Office

Title II Office will be provided by the Contractor. The Contractor shall include the cost of the Title II Office in his bid.

Contractor shall provide a furnished office trailer large enough to accommodate 4 people with electric connection, 2 new US standard portable personal computers (minimum of 64 MB/8 RAM, WIFI, and the latest version of Microsoft Office), 2 cell phones with chargers and paid unlimited monthly usage billing plan to the CO, lights and Internet access with WIFI connectivity, and air conditioning. The office trailer is to be used on-site by the Title II team. Note: cellular telephones are for voice only; no e-mails, SMS, messaging, or Internet access is required; and the phones will be returned upon the completion of the project.

1.24.3 Storage Area

The Contractor shall construct a temporary 1.8-meter (m) high chain-link fence around trailers and materials. The fence shall include plastic strip inserts, colored green, so that visibility through the fence is obstructed.

Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Trailers, materials, or equipment shall not be placed or stored outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the CO away from the vicinity of the construction site but within the military boundaries.

Trailers, equipment, or materials shall not be open to public view with the exception of those items, which are in support of ongoing work on any given day. Materials shall not be stockpiled outside the fence in preparation for the next day's work. Mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the fenced area at the end of each work day.

1.24.4 Supplemental Storage Area

Upon Contractor's request, the CO will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but shall be within the military boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Utilities will not be provided to this area by the Government.

1.24.5 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers, which in the opinion of the CO, require exterior painting or maintenance will not be allowed on military property.

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1.24.6 Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment.

Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion.

1.24.7 Restoration of Storage Area

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

1.25 WRITTEN COMMUNICATIONS IN ENGLISH

All documents required under this contract, including but not limited to, safety hazard analysis plans, all correspondence of any nature whatsoever, and all other written communications, documents, drawings, reports, etc., of every description, shall be written in English or translated into English before being provided to the Government by the Contractor. Delays encountered because a translated copy was not submitted shall be at the Contractor's expense and are not grounds for delay.

1.26 AVAILABILITY OF BUILDING/FACILITY

Contractor is expected to have to enter existing buildings. When entry is required, contractor shall contact the COR for direction.

1.27 INTERFERENCE WITH GOVERNMENT OPERATIONS

The Contractor shall establish work procedures and methods to avoid interference with existing operations within or adjacent to the construction area. Free passage into adjoining or adjacent buildings/areas not in the contract will not be permitted except as approved by the CO. Procedures and methods shall also provide for safe conduct of work and protection of property which is to remain undisturbed.

1.28 MANAGING RADIOACTIVE MATERIALS

a. In all contracts where radioactive materials will be used, such as earthwork using a nuclear densometer, paint testing with an XRF, etc., Contractor must obtain approval from the Base Radiation Safety Officer (RSO) at least 30 calendar days before bringing the materials to the Base. The Base RSO is the 18th Medical Group's Bioenvironmental Engineer.

b. The Contractor must submit to the RSO the following:

(1) A brief description of the proposed activities.

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(2) A copy of a valid U.S. Nuclear Regulatory Commission License/Permit or similar approval from the Government of Japan (GOJ) to possess and use radioactive materials.

(3) Japanese contractors will comply with the following GOJ regulation: The Law Concerning Prevention of Radiation Hazards Due to Radio-Isotopes, etc., Law No. 167, June 10, 1957, and subsequent revisions.

(4) The name, local address, and telephone number for the responsible local representative and the name, address, and telephone number of the RSO named on their license/permit.

(5) A copy of that part of the AF contract describing work to be done at the Base and the inclusive dates of the work.

(6) An acknowledgment that the Base RSO can make periodic checks to ensure that Contractor personnel follow radiation safety practices to prevent exposures to AF personnel and avoid contamination of government property. Contractor operations believed to be unsafe due to radiation hazards can be grounds for suspension of work.

1.29 ASBESTOS-CONTAINING MATERIALS (ACMS)

The Contractor shall not use materials that contains asbestos.

1.30 POLYCHLORINATED BIPHENYLS (PCBS)

All electrical devices such as ballasts, transformers, etc., shall be PCB free.

1.31 CONFINED SPACES

a. A portion of the work required in this contract may be performed in a confined space. Depending on the location, areas are classified as permit-required or non-permit-required confined spaces. Before entering a designated permit-required confined space, the Contractor shall accomplish the following:

(1) Appoint an entry supervisor who is a fully qualified Operations Chief of Hazardous Work in Oxygen-Deficient Air in accordance with Japanese laws or in accordance with provisions established in AFOSH Standard 91-25 dated 1 February 1998. The Contractor shall submit certificate(s) of the entry supervisor during the material submittal stage.

(2) Develop a Master Entry Plan (MEP), which complies with Air Force Occupational Safety and Health Standard (AFOSH) Standard 91- 25 and obtain approved from 18 AMDS/SGPB (Bioenvironmental Engineering), and 718 CES/CEF (Base Fire Department). Entry into the confined space will be accomplished in accordance with this plan upon approval. A copy of the MEP shall also be sent to 718 CES/CEOIE (Exterior Electrical Shop) for electrical projects, and 718 CES/CEOIU (Utility Systems Shop) for water and waste distribution projects for their review. A copy of the approved MEP shall be submitted to the CO and COR.

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(3) Inform his personnel and post signs stating the nature and location of the hazard created by the confined space.

(4) Notify 18 AMDS/SGPB, and 718 CES/CEFT, through the COR, a minimum of seven calendar days prior to entry into the first confined space so that entrance procedures may be inspected by those offices at that time.

(5) Debrief with 718 CES/CEOFE (Exterior Electrical Shop), and/or 718 CES/CEOIU (Utility Systems Shop) personnel at the end of all entry operations to develop lessons learned from any problems or hazards encountered or created during the entry operations.

(6) Be responsible for the safety of his personnel, and use the approved entry program and procedures.

b. The entry supervisor may reclassify a permit-required space as a non-permit-required space under the provisions of paragraph 6.4.11 and Attachment 2 of AFOSH Standard 91-25. In such a case, the Contractor may enter the confined space provided all requirements are met. The entry supervisor will be solely responsible for the safety of the Contractor's personnel. For further information and additional requirements, see AFOSH Standard 91-25, "Confined Spaces." A copy of this standard is available at 18 FW/SE (Base Safety Office) and 18 CES/CENM.

1.32 AVAILABILITY OF LATRINE

Latrines are not available in the building/work area. The Contractor shall be responsible for providing latrines for his personnel. Locations of the latrines shall be designated by the COR. Any and all Contractor latrines shall be removed from Government property prior to issuance of final payment.

1.33 AS-BUILT DRAWINGS

During construction, the Contractor shall prepare and continuously maintain in their field office, one working set of drawings, legibly marked up in red pencil or ink to show deviations, addenda, and change orders which modify the work scope drawings. These drawings shall be reviewed by the Government for currency prior to all payment requests. On completion of work and before final acceptance inspection, the Contractor shall review this set for neatness and legibility, and correct or replace them as necessary to identify in red pencil or ink, showing all variations or changes made to the construction design. The drawings shall be delivered to the COR prior to requesting final payment. If a choice of materials and/or methods is permitted, the as-built drawings shall define the construction actually provided. Representation of such variations shall conform to standard drafting practice and include short supplementary notes, legends, and details as required to fully describe the actual conditions.