FY26 CFAY SOQ Draft Specs 16 Sep 25.pdf

US Army Corps of Engineers Japan District

569960 FY26 CFAY SOQ GRIDLEY,

HALSEY, EDWINA REVITALIZATION

YOKOSUKA, JAPAN

SPECIFICATIONS

DRAFT SUBMITTAL

SOLICITATION NO.: TBD

CONTRACT AWARD NO.: TBD

DATE: SEPTEMBER 2025 (Revision)

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569960 FY26 CFAY SOQ Gridley, Halsey, Edwina Revitalization 26NA0003

Yokosuka, Japan

PROJECT TABLE OF CONTENTS Page 1 DRAFT

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00

01 11 00-A

01 11 00-B

01 11 00-C

01 11 00-D

01 11 00-E

01 11 00-F

01 11 00-G

01 11 00-H

01 11 00-I

01 11 00-J

01 11 00.00 10

01 20 00

01 32 01.00 10

01 33 00

01 33 00-A

01 33 00-B

01 33 16

01 35 13

01 35 26

01 35 26-A

01 42 00

01 42 15

01 45 00.00 10

01 45 00.15 10

01 45 35

01 45 35-A

01 45 35-B

01 50 00

01 50 00-A

01 57 19

01 74 19

01 78 00

01 78 00-A

01 78 23

STATEMENT OF WORK

DESIGN CRITERIA

CONCEPT DRAWINGS

PHOTOGRAPHS

CHARRETTE MINUTES

ASCE 41 CHECKLIST

FIRE FLOW TEST

HAZARDOUS MATERIALS SURVEY REPORT

INSTALLATION DESIGN GUIDE

GOVERNMENT FURNISHED EQUIPMENT (GFE) LIST (NOT USED)

(NOT USED)

GENERAL CONTRACT REQUIREMENTS

PRICE AND PAYMENT PROCEDURES

PROJECT SCHEDULE

SUBMITTAL PROCEDURES

ENG FORM 4025-R

SUBMITTAL REGISTER

DESIGN AFTER AWARD

SPECIAL PROJECT PROCEDURES

GOVERNMENTAL SAFETY REQUIREMENTS

USACE ACCIDENT PREVENTION PLAN CHECKLIST

SOURCES FOR REFERENCE PUBLICATIONS

METRIC MEASUREMENTS

QUALITY CONTROL

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

SPECIAL INSPECTIONS

STATEMENT OF SPECIAL INSPECTIONS

SCHEDULE OF SPECIAL INSPECTIONS

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

PROJECT SIGNAGE

TEMPORARY ENVIRONMENTAL CONTROLS

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

CLOSEOUT SUBMITTALS

DD 1354

OPERATION AND MAINTENANCE DATA

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SECTION 01 11 00

STATEMENT OF WORK

PART 1 GENERAL

1.1 General

The Contractor shall design and construct repairs to five (5) senior officer family housing units at Commander Fleet Activities Yokosuka (CFAY), Yokosuka, Japan resulting in complete and usable facility.

The intent of this section is to specify the minimum design and construction requirements for quality, function, materials, and types of construction in sufficient detail for Contract completion.

Basis of design, design submittal requirements, construction document drawings, and specifications shall be prepared to comply with this section and Section 01 33 16 DESIGN AFTER AWARD. No deviations from these sections shall be allowed unless prior approval is obtained from the Contracting Officer. All questions or problems encountered by the Contractor in following the requirements in this section shall be promptly submitted with recommendations to the Contracting Officer for resolution.

Coordinate with U.S. Army Corps of Engineers, Japan District regarding the following sections during design:

a. Section 01 45 35 SPECIAL INSPECTIONS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 ATTACHMENTS

Information provided in the attachments is intended to provide design requirements and information.

3.1.1 01 11 00-A

Design Criteria: Design and construction for this project shall comply with Attachment 01 11 00-A. Secure any necessary reference at Contractor's own expense and resources.

3.1.2 01 11 00-B

Concept Drawings: Provided for design and coordination purposes.

Information depicted in the Concept Drawings serves as a guide only.

Further development shall require coordination with the using agency and base personnel.

3.1.3 01 11 00-C

Photographs .

SECTION 01 11 00 Page 1 DRAFT

3.1.4 01 11 00-D

3.1.5 01 11 00-E

ASCE 41 Checklist .

3.1.6 01 11 00-F

Fire Flow Test.

3.1.7 01 11 00-G

Hazardous Materials Survey Report.

3.1.8 01 11 00-H

Installation Design Guide.

3.1.9 01 11 00-I

Government Furnished Equipment (GFE) List.

3.1.10 01 11 00-J

3.2 DESIGN COORDINATION, SUBMITTALS, AND OTHER REQUIREMENTS

Refer to Section 01 33 16 DESIGN AFTER AWARD.

-- End of Section --

SECTION 01 11 00 Page 2 DRAFT

Not Used

Not Used

01 11 00-A

DESIGN CRITERIA

569960 FY26 CFAY SOQ Gridley, Halsey, Edwina Revitalization Yokosuka, Japan 26NA0003

ATTACHMENT 01 11 00-A DRAFT

ATTACHMENT 01 11 00-A Page 1 REVISED DRAFT

ATTACHMENT 01 11 00-A – DESIGN CRITERIA

TABLE OF CONTENTS

1 GENERAL REQUIREMENTS

1.1 GENERAL SCOPE OF WORK

1.2 APPLICABLE CRITERIA

1.3 FIELD OFFICE SPACE

1.4 DEMOLITION

1.5 EXISTING CONSTRUCTION LIMITS AND PROTECTION

1.6 DESIGN QUALITY

1.7 DESIGN REQUIREMENTS

1.8 CONCEPT DRAWINGS

1.9 SUSTAINABILITY

1.10 DISTRICT DESIGN GUIDE

1.11 ACCESSIBILITY FOR DISABLED PERSONS

2 CIVIL DESIGN

2.1 GENERAL

2.2 APPLICABLE CRITERIA

2.3 EXISTING CONDITIONS

2.4 GENERAL DESCRIPTION OF WORK

2.5 CONSTRUCTION DRAWINGS

2.6 EROSION AND SEDIMENT CONTROL

2.7 EARTHWORK

2.8 GRADING AND DRAINAGE

2.9 WATER DISTRIBUTION SYSTEM

2.10 SANITARY SEWER SYSTEM

2.11 LANDSCAPING

2.12 AS-BUILTS

3 ARCHITECTURAL DESIGN

3.1 GENERAL

3.2 APPLICABLE CRITERIA

3.3 EXISTING CONDITIONS

3.4 DESIGN CONSIDERATION

3.5 GENERAL DESCRIPTION OF WORK

3.6 FUNCTIONAL SPACE REQUIREMENTS

3.7 EXTERIOR ARCHITECTURAL SYSTEM AND CONSTRUCTION

3.8 INTERIOR ARCHITECTURAL SYSTEMS AND CONSTRUCTION

3.9 STRUCTURAL INTERIOR DESIGN

3.10 CONTRACTOR FURNISHED CONTRACTOR INSTALLED (CFCI) EQUIPMENT

3.11 GOVERNMENT FURNISHED GOVERNMENT INSTALLED (GFGI) EQUIPMENT

4 STRUCTURAL DESIGN

4.1 GENERAL

4.2 APPLICABLE CRITERIA

4.3 EXISTING CONDITIONS

4.4 MINIMUM LOAD STANDARDS

4.5 MINIMUM MATERIAL STRENGTH AND PROPERTIES

4.6 SPECIAL REQUIREMENTS

5 MECHANICAL DESIGN

5.1 GENERAL

5.2 APPLICABLE CRITERIA

5.3 GENERAL DESCRIPTION OF WORK

5.4 DESIGN CALCULATIONS AND CRITERIA

5.5 HVAC SYSTEM REQUIREMENTS

5.6 TRAINING, OPERATIONS & MAINTENANCE (O&M) MANUALS

5.7 MANUFACTURER WARRANTY

ATTACHMENT 01 11 00-A Page 2 REVISED DRAFT

6 PLUMBING DESIGN

6.1 GENERAL

6.2 APPLICABLE CRITERIA

6.3 GENERAL DESCRIPTION OF WORK

6.4 DESIGN AND CALCULATIONS

6.5 EQUIPMENT

6.6 PLUMBING FIXTURES

6.7 PIPING SYSTEMS

6.8 MISCELLANEOUS ITEMS

6.9 PIPE INSULATION

6.10 GOVERNMENT FURNISHED EQUIPMENT

6.11 TRAINING, OPERATIONS & MAINTENANCE (O&M) MANUALS

6.12 Manufacturer Warranty

7 ELECTRICAL DESIGN

7.1 GENERAL

7.2 APPLICABLE CRITERIA

7.3 EXISTING CONDITIONS

7.4 GENERAL DESCRIPTION OF WORK

7.5 CALCULATIONS AND DRAWINGS

8 COMMUNICATIONS DESIGN

8.1 GENERAL

8.2 APPLICABLE CRITERIA

8.3 EXISTING CONDITIONS

8.4 GENERAL DESCRIPTION OF WORK

8.5 TELEPHONE / LAN SYSTEM

8.6 CATV SYSTEM

9 FIRE PROTECTION DESIGN

9.1 GENERAL

9.2 DESIGN CRITERIA

9.3 DEFINITIONS

9.4 AUTHORITY HAVING JURISDICTION (AHJ)

9.5 WAIVER TO CRITERIA

9.6 FIRE PROTECTION ENGINEER SERVICES

9.7 International Residential Code (IRC) REQUIREMENTS

9.8 LIFE SAFETY REQUIREMENTS

9.9 FIRE SPRINKLER REQUIREMENTS

9.10 FIRE ALARM REQUIREMENTS

10 ENVIRONMENTAL REQUIREMENTS

10.1 ENVIRONMENTAL ISSUES

10.2 ASBESTOS

10.3 LEAD, CADMIUM, CHROMIUM

10.4 ARSENIC

10.5 PCB & MERCURY CONTAINING LIGHT BALLASTS AND LAMPS

10.6 PCB EQUIPMENT/TRANSFORMERS

10.7 SAFETY

10.8 DETAILED SPECIFICATIONS

ATTACHMENT 01 11 00-A Page 3 REVISED DRAFT

CHAPTER 1

GENERAL REQUIREMENTS

1 GENERAL REQUIREMENTS

1.1 GENERAL SCOPE OF WORK

This Contract shall include, but is not limited to the design, demolition, and construction for the full renovation of five (5) senior officer quarters

(SOQ) units located in four (4) buildings at the Commander U.S. Fleet

Activities Yokosuka (CFAY), Yokosuka, Japan.

• Edwina #8 and #9 (Building C39) is a two-family detached residential building. Believed to have been constructed in 1931, it is a 525 square-meter footprint, two-story wood-framed building. The building is comprised of two residences separated by a demising wall that divides the building into roughly equal areas. There is an entrance hall, living room, dining room, kitchen, storage, laundry, single bathroom and several closets at each residence on the first floor. Additionally, at #9, there is a small utility and hot water tank room and pantry. On the second floor, each residence has four bedrooms with closets, and a shared bathroom and linen closet. The building has a single roof terrace, which can only be accessed via the #9 unit.

• Gridley 2 (Building 1374), Gridley 1 (Building 1375), and Halsey #8-1/2

(Building 1376). These three buildings share the same layout. They were constructed circa 1979; each has an approximate 195 square-meter footprint and are reinforced concrete construction with wood-framed gabled roofs. The first story is comprised of an entrance hall, laundry, half-bathroom, storage close, dining room, kitchen and combined family and living rooms. The living rooms open to an enclosed sunroom on the back terrace. At the second story there are four bedrooms and a common bathroom. The master bedroom includes a walk-in closet, and master bathroom, as well as private access to a second story balcony.

Floor plans and exterior elevations located in Attachment 01 11 00-B Concept

Drawings represent one (1) individual unit that is typical for all units.

Work herein shall apply to each housing unit and each building in this project.

The Contractor shall perform demolition work necessary to remove everything within each building down to the concrete structure at each building, including but not limited to:

a. Roofing systems, trim, gutters, roof drains, scuppers, and downspouts

b. Exterior windows, doors, and frames

c. Interior doors and frames, interior finishes, and casework

d. Architectural, Electrical, Communications, Mechanical, and Plumbing systems, fixtures, equipment, and their components as described in this

Attachment.

The Contractor shall provide new construction that includes:

a. Roof systems, trim, gutters, roof drains, scuppers, and downspouts

ATTACHMENT 01 11 00-A Page 4 REVISED DRAFT

b. Exterior windows, doors, and frames

c. Exterior floor finishes at front entry and back patio area

d. Insulation at exterior envelope

e. Exterior fencing

f. Exterior and interior painting using mold-resistant paint products

g. Interior doors and frames

h. Ceiling and floor access hatches

i. Wall, floor, and ceiling finishes; provide insulation at all walls

j. Remove tile finishes and replace with noncombustible, waterproof plastic laminated sheet panels

k. Cabinetry and shelving

l. HVAC system components (provide energy and water saving fixtures)

m. Plumbing system components (provide energy and water saving fixtures)

n. Power system components

o. Lighting system components

p. Communication systems components

q. Fire protection systems and four (4) fire riser rooms, one for each building

Further details of the scope are outlined in the subsequent discipline-specific chapters of this section.

Design and construction shall comply with the specifications and requirements contained in the Request for Proposal (RFP). The Designers of Record (DOR) shall use the Unified Facilities Guide Specifications (UFGS), the Japan

Edited Specifications, and the requirements contained in the RFP to fully develop the technical specifications and construction drawings. The Designers of Record shall comply with applicable requirements of UFC and other U.S.

and Japanese codes and regulations, as described herein. The Designers of

Record shall use references to the Ministry of Land, Infrastructure, Transport, and Tourism (MLIT) specifications as is customarily used in Japan design drawings and is familiar to local (Japan) Contractor’s and trade where possible.

1.2 APPLICABLE CRITERIA

Applicable design and construction criteria references are listed in this

RFP. The references listed in this section broadly apply to the entire project and are supplemented by additional discipline-specific references in subsequent sections of this RFP. Where a JES specification section exists, it must be used in lieu of the UFGS version. In the event of conflict between

References and/or Applicable Military Criteria, apply the most stringent requirement, unless otherwise specifically noted in the Contract or task order. Use criteria from the most current references and applicable codes that are in effect on the date of solicitation.

a. Architectural Barriers Act Accessibility Guidelines (ABA)

b. Department of Defense, Japan Environmental Governing Standards (JEGS) issued by Headquarters, U.S. Forces Japan-2024

c. FC 1-300-09N Navy and Marine Corps Design Procedures, 17 May 2024

d. International Energy Conservation Code (IECC), 2021

e. International Existing Building Code (IEBC), 2024

f. International Green Construction Code (IgCC), 2021

g. International Residential Code (IRC), 2024

h. Japan Industrial Standards (JIS), latest editions

i. Life Safety Code (NFPA 101), 2024

j. National Electrical Code (NFPA 70), 2023

ATTACHMENT 01 11 00-A Page 5 REVISED DRAFT

k. USACE Japan District, Japan District Design Guide, Version 8, April 2024

l. USACE Japan District, Japan Edited Specifications (JES) version 1.6, September 2024

m. UFC 1-200-01 DoD Building Code, Change 4, 17 December 2024

n. UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format

Standard with Change 3, 18 May 2021

o. UFC 1-300-07A Design Build Technical Requirements

p. UFC 4-711-01 Family Housing, Change 2, 14 February 2024

q. United Facilities Guide Specifications (UFGS), latest editions

1.3 FIELD OFFICE SPACE

Field office space for the Contractor shall be located within designated laydown areas as indicated in Attachment 01 11 00-B Concept Drawings. All housing units to be renovated under this project are anticipated to be vacant for the duration of construction. Field office space may be established within a vacant housing unit at the contractor’s discretion. The location shall be submitted to the government for review and approval.

1.4 EXISTING CONDITIONS

The Contractor shall be responsible to field verify all existing conditions that may affect bid and make any necessary associated allowances.

1.5 DEMOLITION

The Contractor shall begin demolition or deconstruction work after the

Accident Prevention Plan (APP), Contractor Quality Control (CQC) Plan, and

Demolition Plan are submitted for review and approval as well as authorization is received from the Contracting Officer. Fast-track demolition allows exploratory surveys of existing conditions, prior to official construction activities, and facilitates a more accurate design. Remove rubbish and debris from the project site. All rubbish and debris shall be removed daily from Government property, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting

Officer. The Government shall perform inspections in accordance with EM 385-

1-1, Chapter 17, Demolition, Renovation, and Re-Occupancy and other applicable Sections.

1.6 EXISTING CONSTRUCTION LIMITS AND PROTECTION

Do not disturb existing construction beyond the extent indicated or necessary for required demolition and installation of new construction. Take necessary precautions to avoid damage to existing items and finishes to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items and finishes to match adjacent surfaces or better or as approved by the Contracting Officer.

1.7 DESIGN QUALITY

The main objective of this project is to obtain fully renovated family housing buildings that have been brought up to contemporary housing standards with funds available and to optimize livability. Design quality is achieved through the optimization of interior planning, integration of housing structures with the site, sustainability, selection of building systems for

ATTACHMENT 01 11 00-A Page 6 REVISED DRAFT low-cost maintenance and operation, and an overall balance of aesthetics and functionality.

Remove or alter existing work in such a manner as to prevent damage to any portions of the existing work that will remain. Repair or replace portions of existing work, which have been altered during construction operations to match existing or adjoining work. At the completion of construction, existing work and site shall be in a condition equal to or better than that which existed before new work started.

1.8 DESIGN REQUIREMENTS

The Contractor shall prepare complete design documents for all work required in the Design Criteria. The design documents to be prepared shall include but are not limited to design drawings, technical specifications, submittals, and basis of design as required in Section 01 33 16 Design Data (Design After

Award).

The Contractor shall utilize products that are manufactured in Japan, to the fullest extent possible, that meet applicable requirements as outlined in

Design Criteria.

Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment accepted within the construction industry and in compliance with Design Criteria.

1.9 CONCEPT DRAWINGS

Attachment 01 11 00-B Concept Drawings are provided for design and coordination purposes. Information depicted in the Concept Drawings serves as a guide only. Further development shall require coordination with the using agency and base personnel.

The Concept Drawings are provided in RFP to simply establish required functional relationships and illustrate proof of concept within the established Construction Limits. The intent is to allow the Contractor the flexibility to meet or exceed the minimum requirements as established in the

RFP, while promoting innovation and creativity for the design and construction of the building. Contractor shall not assume that Concept

Drawings contain, indicate, or comply with all RFP requirements.

1.10 SUSTAINABILITY

The Contractor shall design and construct in accordance with UFC 1-200-02 (01

June 2022), Chapters 1 and 2 to achieve the following sustainability measures:

1.10.1 PERFORMANCE REQUIREMENTS

1.10.1.1 OPTIMIZE ENERGY PERFORMANCE

The Contractor shall design and construct to reduce energy consumption in a life cycle and cost-effective manner using products designed to conserve energy and resources. Provide products that are labeled energy efficient.

1.10.1.2 PROTECT AND CONSERVE WATER

ATTACHMENT 01 11 00-A Page 7 REVISED DRAFT

The Contractor shall design and construct to reduce energy consumption in a life cycle, cost-effective manner using products designed to conserve water and resources. Provide only the most efficient water fixtures available that meet the requirements of Chapter 6 PLUMBING DESIGN.

Reduce stormwater runoff by providing temporary erosion and sediment control measures, as applicable. Conduct work in accordance with Section 01 57 19.

1.10.1.3 REDUCE VOLATILE ORGANIC COMPOUNDS (VOC) (LOW EMITTING MATERIALS)

Provide low- or no-VOC products for composite wood products, adhesives, sealants, interior paints and finishes, solvents, carpet systems, and cleaning supplies.

Provide F 4-star (F****) or 4VOC labels that demonstrate compliance with cited requirements. Use products with no added urea-formaldehyde resins, including laminating adhesives for composite wood and agrifiber assemblies.

1.10.1.4 VENTILATION AND THERMAL COMFORT

Meet the ventilation and thermal comfort requirements UFC 3-410-01 (with change 9, 09 Jan 2024).

1.10.1.5 MOISTURE CONTROL

Establish and implement a moisture control strategy for controlling moisture flows and condensation to prevent building damage, minimize mold contamination, and reduce health risks related to moisture in accordance with

IgCC 10.3.1.5, UFC 3-410-01 Chapter 3 Ventilation Air, and UFC 3-101-01

Architecture, as applicable.

1.10.1.6 ENHANCE INDOOR ENVIRONMENTAL QUALITY (DURING CONSTRUCTION)

Utilize cleaning techniques that minimize dust generation. Cycle equipment off when not needed. Prohibit idling motor vehicles where emissions could be drawn into buildings. Designate receiving/storage areas for incoming material that minimize indoor air quality impacts. Clean frequently to remove construction dust and debris. Promptly clean up spills. Remove accumulated water and keep work areas dry to discourage the growth of mold and bacteria.

Take extra measures when hazardous materials are involved.

Remove accumulated water and keep work dry. Use dehumidification to remove moist, humid air from a work area. Do not use combustion heaters or generators inside the building. Protect porous materials from exposure to moisture. Remove and replace items which remain damp for more than a few hours. Identify and eliminate potential sources of moisture, consider proper site drainage, sealing, and keeping construction materials dry and selecting materials that dry quickly and/or are resistant to mold and bacteria growth.

1.10.1.7 ENVIRONMENTAL TOBACCO SMOKE CONTROL

Smoking is prohibited at all times during construction inside building and within a minimum of 15 meters measured from building entrances, windows, and ventilation intakes.

ATTACHMENT 01 11 00-A Page 8 REVISED DRAFT

Consider prohibiting smoking on the entire job site. If smoking is allowed, locate on a site plan the designated locations and signage. Comply with the tobacco use policy of the local jurisdiction.

1.10.1.8 REDUCE ENVIRONMENTAL IMPACT OF MATERIALS

Incorporate into project design, where applicable, the procurement of the

Recycled Content, Biobased Content, and other green products.

Provide products that meet or exceed EPA’s recycled content recommendations for building construction and modifications, the Recycled Content and

Comprehensive Procurement Guidelines for Construction, including metals, concrete, masonry, gypsum wallboard, acoustic tile, carpet, ceramic tile, rubber flooring, wall base, and insulation.

Provide products and material composed of the highest percentage of biobased materials (including rapidly renewable resources and certified sustainably harvested products) to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. Provide the GreenPla (Green プラ) or BioBasedPla (BioBased プラ) labelled products, including sealants and coatings, building materials, carpet, lumber, interior wall and ceiling patch, floor coverings, wall coverings, composite panels, countertops, dust suppressants, insulation, paving and concrete forming, roofing, traffic and zone marking paints, surface guards, molding, trims, and erosion control.

Provide products to the maximum extent that reduce the environmental impact of materials. See Section 01 57 19 for ozone-depleting substance requirements.

1.10.1.9 WASTE DIVERSION

Divert 60% of non-hazardous construction debris from landfill disposal per

Japan Building Law and in accordance with Section 01 74 19 CONSTRUCTION AND

DEMOLITION WASTE MANAGEMENT.

1.10.1.10 OZONE DEPLETING SUBSTANCES

Eliminate the use of ozone depleting substances in accordance with Section 01

57 19 TEMPORARY ENVIRONMENTAL CONTROLS.

1.11 DISTRICT DESIGN GUIDE

The Japan District Design Guide (JDDG) provides guidance specific to Japan that assists designers of preparing engineering deliverables for the U.S.

Army Corps of Engineers (USACE), Japan District.

Design and deliverables for this project shall adhere to the guidance of the

Japan District Design Guide.

1.12 INSTALLATION DESIGN GUIDE

Design of this project shall incorporate the design guidance and criteria contained in Attachment 01 11 00-H Commander U.S. Fleet Activities Yokosuka

(CFAY) Installation Appearance Plan and generally match the color, materials, and appearance of existing adjacent family housing buildings.

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ATTACHMENT 01 11 00-A Page 9 REVISED DRAFT

All material selections shall require coordination and approval of the using agency and base personnel.

1.13 ANTI-TERRORISM CONSIDERATIONS

The buildings under this contract are exempt from meeting requirements in UFC 4-010-01 “DoD Minimum Antiterrorism Standards for Buildings”.

1.14 ACCESSIBILITY FOR DISABLED PERSONS

The required adaptable or accessible units are satisfied by other family housing units on the installation. The residential buildings in this Contract are not required to be accessible.

End of Chapter 1

ATTACHMENT 01 11 00-A Page 10 REVISED DRAFT

CHAPTER 2

CIVIL DESIGN

2 CIVIL DESIGN

2.1 GENERAL

The design objective is to provide efficient and functional infrastructure site systems adhering to existing conditions and minimizing impact to the site for this project. Design and install earthwork, water, fire water distribution system, sanitary sewer, and landscaping using the references listed below and all pertinent references in Chapter 1. (Note: Where a conflict between requirements and/or standards occurs, the more stringent shall apply.)

2.2 APPLICABLE CRITERIA

Applicable design and construction criteria references are listed below.

Criteria shall be taken from the most current references as of the RFP issue date. Referenced codes and standards are minimum acceptable criteria. See

Section 1.2 for criteria common to all disciplines.

a. UFC 3-201-01 Civil Engineering, 20 December 2022

b. UFC 3-230-01 Water Storage and Distribution, with Change 3, 1 July 2021

c. UFC 3-240-01 Wastewater Collection and Treatment, with Change 3, 1 March 2024

d. Structures Standardized Design Criteria for Civil Engineering Under the Facilities Improvement Projects, 1997.

e. NFPA 24 Standard for the Installation of Private Service Mains and Their Appurtenances

f. JES Section 31 00 00 Earthwork

g. JES Section 33 11 00 Water Utility Distribution Piping

h. JES Section 33 30 00 Sanitary Sewage

2.3 EXISTING CONDITIONS

Contractor must repair damage to site caused by construction activities to original conditions, existing prior to commencement of Contractor’s activities, upon completion of work. Repairs must include, but not limited to, landscaping, sidewalks, curbs, roads, parking areas, and other exterior work, unless noted elsewhere herein.

Refer to Attachment 01 11 00-B Concept Drawings for existing conditions and additional site details.

2.3.1 EXISTING UTILITIES

It is the Contractor’s responsibility to obtain all topographic survey and utility information that may be required for a completed design and construction project. Any discrepancies which are found shall be brought to the immediate attention of the Contracting Officer for clarification.

The locations of existing utilities shown in Attachment 01 11 00-B Concept

Drawings are approximate only. The Contractor shall scan the construction site and locate utilities with electromagnetic or sonic equipment to mark the surface of the ground where existing underground utilities are discovered.

ATTACHMENT 01 11 00-A Page 11 REVISED DRAFT

Immediately contact the Contracting Officer if actual conditions vary from the topographic survey.

The Contractor shall coordinate all utility adjustment work with the

Installation Public Works Department and/or Civil Engineer. All existing paved areas, drainage, and utility systems at the interface with the demolition shall be properly coordinated and new construction provided for the continued functionality, operation and maintenance of adjoining and remaining facilities and systems. All existing utility structures and related appurtenances, which will be permanently disconnected and will not be utilized in the project shall be removed and disposed. Abandonment in place is prohibited unless noted elsewhere herein, or as approved by the

Contracting Officer.

2.4 GENERAL DESCRIPTION OF WORK

Restore site with new sodding where landscaping has been removed or disturbed by construction activities required to complete this project. Ensure to provide positive surface water runs off away from the building.

Provide new asphalt pavement and concrete sidewalks in areas damaged or removed during construction.

Restore laydown areas to existing site conditions including, but not limited to, remarking existing pavement lines within parking areas.

Existing storage units are to remain. If exterior storage unit relocation is required, Contractor shall protect, store, and reinstall storage units in its original location.

Replace existing steel fencing with concrete privacy fencing and gate.

2.5 CONSTRUCTION DRAWINGS

Develop civil construction drawings and create details necessary to provide complete design. Construction drawings shall include but are not limited to

Cover Sheet, Demolition Plan, Site Plan, Site Utility Plan, and Details.

2.6 EROSION AND SEDIMENT CONTROL

Erosion and sediment control facilities shall be required in accordance with

Japan Environmental Governing Standard (JEGS).

2.7 EARTHWORK

Earthwork for the building and the utility systems shall be designed and constructed in accordance with JES 31 00 00 Earthwork, unless otherwise specified herein or as approved by the Contracting Officer.

2.8 GRADING AND DRAINAGE

At areas where ground cover is disturbed, ensure grading scheme provides a positive drainage away from building foundation.

2.9 WATER DISTRIBUTION SYSTEM

The water distribution system shall be designed in accordance with UFC 3-230-

ATTACHMENT 01 11 00-A Page 12 REVISED DRAFT

01 Water Storage and Distribution; and as indicated herein or approved.

Construction materials, execution and testing shall be in accordance with JES

33 11 00 Water Distribution, and as specified herein or approved.

Remove and replace all domestic water utility piping and valves from residential building’s existing pressure reducing valve, located at the water valve box at the north end of the parking lot.

Provide new fire water distribution system to residential building. New fire water piping and valve shall connect to existing water distribution main and connect into new fire riser room to support new sprinkler system.

Refer to Chapter 9 FIRE PROTECTION for additional fire water distribution system design requirements.

Provide shutoff valves on all laterals to isolate piping section during a single point failure to maintain fire demand.

Refer to Sheets CD101 and CU101 of Attachment 01 11 00-B Concept Drawings for existing conditions and proposed location of new water distribution lines.

2.10 SANITARY SEWER SYSTEM

The sanitary sewer system shall be designed in accordance with Chapter 3 of

UFC 3-240-01 – Wastewater Collection and Treatment; and as indicated herein or approved. Construction materials, execution and testing shall be in accordance with JES 33 30 00 Sanitary Sewer, and as specified herein or approved.

Refer to Sheet CD101 of Attachment 01 11 00-B Concept Drawings for existing conditions and demolition plan.

2.11 LANDSCAPING

The Contractor must remove any landscaping that interferes with construction activities.

Upon completion of exterior work, Contractor shall repair site including, but not limited to, landscaping, which shall be replaced with sodding. No other vegetation shall be provided or installed at these disturbed locations.

Utilize sodding that is common to the area.

Establishment period shall commence on date of inspection by Contracting

Officer shows that new landscaping furnished has been satisfactorily installed to a ninety-five percent (95%) stand of coverage. The establishment period must continue for a period of 365 days.

2.12 AS-BUILTS

Upon completion of exterior utility work, Contractor shall record and document location of new utilities and connection points to existing systems for Installation records.

End of Chapter 2

ATTACHMENT 01 11 00-A Page 13 REVISED DRAFT

CHAPTER 3

ARCHITECTURAL DESIGN

3 ARCHITECTURAL DESIGN

3.1 GENERAL

The design objective is to provide efficient and functional exterior and interior work improvements resulting in complete and usable housing buildings. The work in support of this project shall be designed and installed using the references listed below and all pertinent references in

Chapter 1. (Note: Where a conflict between requirements and/or standards occurs, the more stringent shall apply.)

3.2 APPLICABLE CRITERIA

Applicable design and construction criteria references are listed below.

Criteria shall be taken from the most current references as of the RFP issue date. Referenced codes and standards are minimum acceptable criteria.

a. Japanese Architectural Specification Standards (JASS)

b. Japanese Paint Manufacturer’s Association (JPMA)

c. UFC 3-101-01 Architecture

d. UFC 3-110-03 Roofing

e. UFC 3-120-01 Design: Sign Standards

f. UFC 3-120-10 Interior Design

g. UFC 3-190-06 Protective Coatings and Paints

h. ANSI/WCMA A100-1 American National Standard for Safety of Corded Window

Covering Products

i. American National Standards Institute (ANSI)

j. American Architectural Manufacturers Association (AAMA)

k. Tile Council of North America (TCNA)- Handbook for Ceramic, Glass, and

Stone Tile Installation

l. ASTM D 2859, Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials

m. American Society for Testing and Materials (ASTM) E648 Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat

Energy Source

n. National Kitchen and Bath Association (NKBA) Space Planning Guidelines

3.3 EXISTING CONDITIONS

Refer to Concept Drawings appended to this solicitation for existing building dimensions and additional detail. Photographs of existing conditions have been provided in Attachment 01 11 00-C Photographs.

3.4 DESIGN CONSIDERATION

The Designer of Record shall provide a project design based upon the design guidance and criteria contained in Attachment 01 11 00-H, Installation Appearance Plan, and match the color, materials, and look of neighboring family housing buildings.

ATTACHMENT 01 11 00-A Page 14 REVISED DRAFT

The elevations provided in the conceptual drawings in Attachment 01 11 00-B

Concept Drawings shall be considered the minimum in terms of exterior architectural elements required for this project. Further development of all the building elevations is necessary and may require incorporation of additional architectural elements to fully achieve the above-mentioned objectives. The Designer of Record shall coordinate the necessity of adding such elements with the Contractor during the proposal stage.

Interior design for the project shall emphasize durable materials and furnishings that can be easily maintained and replaced. Sustainable interior finish materials shall be selected to achieve a balance between occupant convenience and satisfaction, sustainability, appearance, durability, maintenance cost, and life cycle cost.

3.5 GENERAL DESCRIPTION OF WORK

3.5.1 EXTERIOR WORK

3.5.1.1 DEMOLITION AND DISPOSAL

Exterior demolition and disposal work for buildings under this Contract shall include:

a. Remove all existing exterior doors and frames.

b. Remove all existing exterior windows including window sealant.

c. Remove existing roof membrane down to existing concrete roof deck and flashing.

d. Remove all existing exterior light fixtures.

e. Remove all existing downspouts and gutters.

f. Remove existing exterior terrace tile.

g. Remove existing metal handrails at exterior stairs.

h. Remove existing metal guardrails at second floor balconies.

3.5.1.2 NEW CONSTRUCTION

Exterior new construction work for buildings under this Contract shall include:

a. Provide and install new roof membrane at existing concrete roof deck.

b. Provide and install new concrete sidewalks at front door entry.

c. Repair and clean existing concrete patio and porch. Provide new patio enclosures for units (buildings 1374, 1375 and 1376) that do not already have patio enclosures.

d. Repair and clean exterior metal grates at entrances.

e. Install new exterior tile at the terrace.

f. Provide and install new air barrier system at exterior envelope.

g. Repair and paint entire exterior of buildings including trim.

h. Provide and install new aluminum and sliding-glass exterior doors and frames. Replacement door sizes shall remain the same size and fit within existing rough opening. All exterior sliding doors shall be provided with insect screens.

i. Provide and install new exterior windows that meet energy requirements.

Provide and install fall protection on all operable second floor windows. Replacement window sizes shall remain the same size and fit within existing rough opening. All exterior windows shall be provided with insect screens.

ATTACHMENT 01 11 00-A Page 15 REVISED DRAFT

j. Provide and install new exterior light fixtures.

k. Provide and install new metal handrails at exterior stairs.

l. Provide and install new metal guardrails at second floor balconies.

m. Provide new concrete equipment pads for ductless mini-split system exterior compressor units.

n. Provide and install new downspouts.

o. Prepare and paint all existing exterior walls, stairs, overhangs, etc.

3.5.2 INTERIOR WORK

3.5.2.1 DEMOLITION AND DISPOSAL

a. Remove all existing interior doors and frames.

b. Remove all existing bathroom plumbing fixtures, accessories, tiles, and trims.

c. Remove all existing kitchen plumbing fixtures, accessories, tiles, and trims.

d. Remove all existing cabinetry including base cabinets, overhead cabinets, countertops, built-in closets, shelving, and hanging rods.

e. Remove all existing interior floor finishes including floor tile, ceramic tile, and wall base.

f. Remove hardwood and vinyl floor sheet at the first story and remove carpeting on stairways and second story areas.

g. Remove all existing interior ceramic tile wainscoting, wall tiles, backsplash, and trims in kitchen, bathrooms, and laundry room.

h. Remove all existing light fixtures.

i. Remove all existing gypsum board ceilings.

i. Remove all existing furred out gypsum board walls.

3.5.2.2 NEW CONSTRUCTION

a. Provide and install new interior doors and frames.

b. Provide and install new bathroom plumbing fixtures, cabinetry, accessories, and waterproof plastic laminate sheet panels.

c. Provide and install new kitchen plumbing fixtures, base and upper cabinetry, accessories, seamless vinyl plank flooring, and solid-surface pressure pressed melamine backsplash and upper cabinets.

d. Provide and install new built-in closets at Pantry, Dining room closet, Bedroom 1 closet and linen, and Bedroom 2 closet.

e. Provide and install new vinyl plank flooring at Kitchen, Laundry, and Pantry.

f. Provide and install new vinyl plank flooring in the Dining Room, Living Room, Bedrooms, Closets, and Linen Closets.

g. Provide and install new insulated, furred out gypsum board walls over existing concrete walls. The width of the wall furring shall be wide enough to conceal conduit, piping, junction boxes and other infrastructure required for all utility equipment and appurtenances and insulation.

h. All interior walls are to be patched, repaired, and painted using mold-resistant paint products.

i. All bathroom walls to be moisture-resistant gypsum board and noncombustible, waterproof plastic laminated sheet panels.

j. All bathroom ceilings to be moisture-resistant painted gypsum board.

k. Provide and install new horizontal venetian blinds at all windows; provide cordless blinds meeting the criteria outlined in ASD memo “Mitigation of

Risk Posed by Windows Coverings with Accessible Cords” dated 22 February

2018.

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l. Provide and install new vertical blinds at all sliding doors; provide cordless blinds meeting the criteria outlined in ASD memo “Mitigation of

Risk Posed by Windows Coverings with Accessible Cords” dated 22 February

2018.

m. Provide and install double-row ceiling-mounted curtain rail tracks with sliding hooks at exterior sliding doors and windows heads adjacent to vertical /horizontal blind tracks.

n. Provide and install new ceiling gypsum board and paint.

o. Provide and install new interior light fixtures.

p. Provide and install new ceiling fans in each bedroom.

q. Provide and install new ductless mini-split unit in each bedroom, living room and dining room.

3.6 FUNCTIONAL SPACE REQUIREMENTS

The following minimum functional requirements apply to each unit and building included in the Contract. Refer to the Civil, Architectural, Mechanical, Plumbing, Electrical, Fire Protection, and Environmental chapters of this

Specification and Concept Drawings for performance and other requirements.

Contractor shall refer to Attachment 01 11 00-B Concept Drawings attached to this Solicitation for all existing room sizes.

Room finishes stated in this chapter are minimum requirements and shall be submitted in Intermediate and Final Design Submittals per Section 01 33 16

DESIGN AFTER AWARD. Performance specifications and additional information associated with room finishes are included in this Chapter.

3.6.1 ENTRY PATIO / PORCH

The existing Entry Patio shall maintain its original layout and net area.

Ceiling height shall be maintained.

3.6.1.1 FURNISHINGS/EQUIPMENT

Not applicable.

3.6.1.2 MINIMUM FINISHES

Floor: Clean, patch, repair, and seal existing concrete.

Base: Not applicable

Walls: Paint finish on exterior concrete

Ceiling: Not applicable

Window: Not applicable

Doors and Frames: Exterior Aluminum Door and Frame with Sidelight;

Aluminum Out-swinging Screen Door

Casework: Not applicable

3.6.1.3 LIGHTING FIXTURES

a. Provide and install wall-mounted LED lighting fixtures for general illumination.

b. Provide and install wall mounted LED lighting fixates for ground and stair illumination.

3.6.1.4 WHVAC

ATTACHMENT 01 11 00-A Page 17 REVISED DRAFT

Existing HVAC to be removed and replaced with new A/C and heater using

Japanese type. Refer to Mechanical and Electrical sections for details.

3.6.1.5 OTHER REQUIREMENTS

Illuminated exterior display Unit Label shall be removed and replaced with similar illuminated display, Exterior-grade receptacle with protection cover, doorbell, and hose bibb.

3.6.2 EXTERIOR STAIRS

The existing Stairs shall maintain its original layout and net area.

3.6.2.1 FURNISHINGS/EQUIPMENT

3.6.2.2 MINIMUM FINISHES

Floor: Clean, patch, repair, and seal existing concrete.

Walls: Not applicable

Ceiling: Not applicable

Window: Not applicable

Doors and Frames: Not applicable

3.6.2.3 LIGHTING FIXTURES

Provide and install wall-mounted LED lighting fixtures for general

3.6.2.4 HVAC

3.6.2.5 OTHER REQUIREMENTS

Provide and install one (1) Aluminum Guardrail on one (1) side of

Stairway.

3.6.3 FRONT EXTERIOR STORAGE

The existing Front Exterior Storage shall maintain its original layout and net area. Ceiling height shall be maintained.

3.6.3.1 FURNISHINGS/EQUIPMENT

Provide and install Metal-Framed Wire Mesh Partition with Hinged Access

Doors at Existing Piping System for Access in Front Interior Storage

Rooms (where located).

3.6.3.2 MINIMUM FINISHES

Floor: Sealed concrete

ATTACHMENT 01 11 00-A Page 18 REVISED DRAFT

Walls: Paint finish on concrete

Ceiling: Paint finish on concrete

Window: Not applicable

Doors and Frames: Clear Anodized Aluminum Frame Door with Clear

Anodized Aluminum Frame

3.6.3.3 LIGHTING FIXTURES

Provide and install ceiling-mounted LED lighting fixtures for general

3.6.3.4 HVAC

3.6.3.5 OTHER REQUIREMENTS

3.6.4 KITCHEN

The existing Kitchen’s furnishings/equipment, cabinetry, countertops, and finishes shall be removed and replaced with new furnishings/equipment, cabinetry, countertops, and finishes. The base cabinetry and countertop layout shall be maintained. Lighting and power work shall be included.

3.6.4.1 FURNISHINGS/EQUIPMENT

Refrigerator, electric range, and dishwasher appliances shall be furnished and installed by the Government (GFGI) after Beneficial

Occupancy Date (BOD). Allow for minimum rough opening sizes as indicated in Section 3.11 Government Furnished Government Installed

(GFGI) appliances list of items. Provide and install new venetian blinds at window. Provide and install double-row ceiling-mounted curtain rail tracks with sliding hooks at window head adjacent to blinds.

3.6.4.2 MINIMUM FINISHES

Floor: Vinyl plank flooring

Base: Vinyl wall cove base

Walls: Replace existing Ceramic Tile on mortar setting bed on cement backer board

Ceiling: Paint finish on gypsum board

Window: Not applicable

Doors and Frames: Stained Finish on Solid Core Wood 2 panel Swinging

Door and Frame

Casework: Stained Finish on Wood

3.6.4.3 LIGHTING FIXTURES

Provide and install under-cabinet lighting and ceiling-mounted LED lighting fixtures for general illumination.

3.6.4.4 HVAC

ATTACHMENT 01 11 00-A Page 19 REVISED DRAFT

Provide and install kitchen exhaust and ventilation to exterior.

3.6.4.5 OTHER REQUIREMENTS

Provide and install one (1) deep, wide stainless steel kitchen sink, one (1) faucet with single mixing lever, one (1) food disposal, and one

(1) stainless steel range hood. Provide and install base and wall cabinets with metal hardware. Provide and install countertops with solid surface backsplash and side splash in the kitchen area. Provide and install solid surface at range to bottom of range hood.

3.6.5 LAUNDRY AREA

The existing laundry ceramic wall tile and cabinetry shall be removed and replaced. The existing laundry ceramic tile floor finish shall be removed. The existing Laundry shall maintain its original layout and net area. Ceiling height shall be maintained.

3.6.5.1 FURNISHINGS/EQUIPMENT

The laundry shall house a washing machine and dryer to be furnished and installed by the Government (GFGI). Plumbing, electrical, and vent infrastructure to be provide and installed by the Contractor.

3.6.5.2 MINIMUM FINISHES

Base: Vinyl Wall Cove Base

Walls: Replace existing Ceramic Tile on mortar setting bed on cement backer board

Ceiling: Paint finish on moisture-resistant gypsum board

Window: Not applicable

3.6.5.3 LIGHTING FIXTURES

Provide and install ceiling-mounted LED lighting fixture for general

3.6.5.4 HVAC

Provide and install a flexible connection for the dryer exhaust.

Provide and install one (1) exhaust fan.

3.6.5.5 OTHER REQUIREMENTS

Provide and install overhead wall cabinets with stainless steel hardware above the washer and dryer hookup. Provide and install one (1) cold water and one (1) hot water hookup for laundry washer. Provide and install two (2) electrical hookups for washer and dryer appliances.

Provide and install one (1) new lint filter box for dryer appliance.

3.6.6 PANTRY

ATTACHMENT 01 11 00-A Page 20 REVISED DRAFT

The existing Pantry shall maintain its original layout and net area.

3.6.6.1 FURNISHINGS/EQUIPMENT

3.6.6.2 MINIMUM FINISHES

Base: Vinyl Wall Cove Base

Walls: Paint finish on gypsum board

Ceiling: Paint finish on gypsum board

Window: Not applicable

Doors and Frames: Out-swinging Louvered Double-Doors as part of Pantry

Cabinetry

Casework: Pantry Cabinetry

3.6.6.3 LIGHTING FIXTURES

3.6.6.4 HVAC

3.6.6.5 OTHER REQUIREMENTS

Provide and install out-swing louvered doors with overhead storage cabinets.

3.6.7 DINING ROOM

The existing Dining Room shall maintain its original layout and net area. Ceiling height shall be maintained.

3.6.7.1 FURNISHINGS/EQUIPMENT

Provide and install new horizontal blinds at window. Provide and install double-row ceiling-mounted curtain rail tracks with sliding hooks at window head adjacent to blinds.

3.6.7.2 MINIMUM FINISHES

Walls: Paint finish on gypsum board

Ceiling: Paint finish on gypsum board

Window: Not applicable

Doors and Frames: Clear Anodized Aluminum Frame Sliding Door and Frame with Clear Anodized Aluminum Frame Sliding Insect Screen

3.6.7.3 LIGHTING FIXTURES

ATTACHMENT 01 11 00-A Page 21 REVISED DRAFT

3.6.7.4 HVAC

Provide and install new ductless mini-split system.

3.6.7.5 OTHER REQUIREMENTS

3.6.8 LIVING ROOM

The existing Living Room shall maintain its original layout and net area. Ceiling height shall be maintained.

3.6.8.1 FURNISHINGS/EQUIPMENT

Provide and install new venetian blinds at window. Provide and install double-row ceiling-mounted curtain rail tracks with sliding hooks at window head adjacent to blinds.

3.6.8.2 MINIMUM FINISHES

Walls: Paint finish on gypsum board

Ceiling: Paint finish on gypsum board

Window: Not applicable

Doors and Frames: Clear Anodized Aluminum Frame Sliding Door and Frame

3.6.8.3 LIGHTING FIXTURES

3.6.8.4 HVAC

3.6.8.5 OTHER REQUIREMENTS

3.6.9 BACK PATIO

The existing Back Patio shall maintain its original layout and net area.

3.6.9.1 FURNISHINGS/EQUIPMENT

3.6.9.2 MINIMUM FINISHES

Floor: Non-slip exterior grade Porcelain tile

Walls: Paint finish on exterior concrete

Ceiling: Not applicable

ATTACHMENT 01 11 00-A Page 22 REVISED DRAFT

Window: Not applicable

Doors and Frames: Clear Anodized Aluminum Frame Sliding Door and Frame

3.6.9.3 LIGHTING FIXTURES

Provide and install soffit-mounted LED lighting fixtures for general

3.6.9.4 HVAC

3.6.9.5 OTHER REQUIREMENTS

Provide and install Hose Bibb and exterior power outlet.

3.6.10 BATHROOM

The existing Bathroom shall maintain its original layout. The existing

Bathroom’s existing plumbing fixtures, furnishings/equipment, and cabinetry shall be removed and replaced to include new plumbing fixtures, furnishings/equipment, and cabinetry. Ceiling height shall be maintained.

3.6.10.1 FURNISHINGS/EQUIPMENT

The Contractor shall provide and install one (1) toilet tissue dispenser, two (2) towel bars, one (1) stainless steel shower grab bar,

1) stainless steel shower towel bar and two (2) towel pins. The

Contractor shall provide and install one (1) stainless steel shower curtain rod with curtain and curtain hooks.

3.6.10.2 MINIMUM FINISHES

Floor: New Ceramic Tile

Base: Ceramic Tile Cove Base

Walls: New Ceramic Tile Wainscot on mortar setting bed on cement backer board

Ceiling: Paint finish on new moisture-resistant gypsum board. Provide and install access panels as required

Window: Not applicable

Doors and Frames: Stained Finish on Solid Core Wood 2 panel Swinging

3.6.10.3 LIGHTING FIXTURES

3.6.10.4 HVAC

Provide and install one (1) bathroom exhaust fan with ducting and backdraft damper.

3.6.10.5 OTHER REQUIREMENTS

ATTACHMENT 01 11 00-A Page 23 REVISED DRAFT

Provide and install one (1) toilet, one (1) self-rimming white vitreous

China lavatory with single-lever type mixing faucet, one (1) solid surfacing…