AM-07 Revisions.pdf

Dugway Proving Ground 1825

Life Science Test Facility Addition

SECTION 01 10 10-Page 1

SECTION TABLE OF CONTENTS

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

1.0 Scope Design and Construction

1.1 Quality

1.2 Drawings

2.0 Summary Descriptions

2.1 General Description

2.2 Proposed Siting Summary

2.3 Building Construction Summary

3.0 Description Of Operations

4.0 Design Submittal Requirements

4.1 Design Standards

4.2 Codes

4.3 English Design

4.4 BIM Documentation

4.5 Drawings

4.6 Specifications

4.7 Sustainable Design

4.8 Force Protection

4.9 Barrier Free Design

4.10 Consolidated List of Codes and Standards

4.11 Energy Compliance Requirement

5.0 Civil Design

5.1 General

5.2 Site

5.3 Technical Criteria and Standards

5.4 Project Site Field Survey Topography

5.5 Site Demolition

5.6 Site Development

5.7 Permits

5.8 Grading

5.9 Earthwork

SECTION 01 10 10-Page 2

5.10 Site Improvements

5.11 Contractor Storage Yard

5.12 Storm Runoff and Drainage

5.13 Utilities

5.14 Force Protection

5.15 Pipe Bedding and Trench Backfill

5.16 Landscape Architecture

6.0 Geotechnical Design Requirements

6.1 General

6.2 Geotechnical Engineering Firm

6.3 Geotechnical Work

6.4 Acceptance

6.5 Contractor-Performed Geotechnical Investigations

6.6 Preliminary Data

7.0 Architectural Design

7.1 Scope

7.2 Codes and Standards

7.3 External Activities

7.4 Space Allocations

7.5 Barrier Free Design

7.6 Life Safety

7.7 Fire Safety

7.8 Security

7.9 Energy Conscious Design

7.10 Acoustical Design

7.11 Ceiling Heights

7.12 Building Systems, Materials, and Equipment

7.13 Environmental Design

7.14 Interior Finishes

8.0 Structural Design

8.1 Description

8.2 Applicable Standards/Criteria

8.3 Design Loads

8.4 General Design Criteria

SECTION 01 10 10-Page 3

8.5 Design Criteria

8.6 Concrete

8.7 Foundation and Slab Systems

8.8 Steel

8.9 Superstructure System

9.0 Mechanical, Plumbing, and Fire Protection Design

9.1 General Requirements for HVAC, Plumbing, and Fire Protection

9.2 Energy Conservation

9.3 Plumbing

9.4 Fire Protection

9.5 HVAC Design

9.6 Water Quality and Treatment

9.7 Service Piping Systems

9.8 CO2

9.9 LP Gas

9.10 Cathodic Protection

9.11 Energy Compliance Requirement

9.12 Options

10.0 Electrical Design

10.1 Commercial Codes and Design Manuals

10.2 Calculations

10.3 Drawings

10.4 Design Specifications

10.5 UFGS Editing Process

10.6 Exterior Electrical System

10.7 Interior Electrical System

10.8 References

10.9 LEED Certification

10.10 UL Label or a Similar Organization Acceptable to the Government

10.11 PCB Standards

10.12 New Equipment

10.13 Coordination

10.14 Digging Permits

10.15 Exterior Electrical

SECTION 01 10 10-Page 4

10.16 Interior Electrical

10.17 Sizing Services and Feeders

10.18 Panelboards

10.19 Conductors

10.20 Conduit Stub-Ups

10.21 Motors

10.22 Motor Control

10.23 Branch Circuits, Receptacles and Outlets

10.24 Receptacles

10.25 Equipment Power

10.26 Surge Protection

10.27 Grounding

10.28 Uninterruptible Power Supply (UPS) System

10.29 Interior Lighting

10.30 Restrooms

10.31 Emergency Power System

10.32 LEED for Lighting System

10.33 Concealed Wiring and Conduit

10.34 Seismic Considerations

10.35 Device Body and Coverplate Colors

10.36 Bonding

10.37 Voltage Drop

10.38 Equipment Identification

10.39 Open Storage Room

10.40 Energy Compliance Requirement

11.0 Fire Alarms and Mass Notification Systems

11.1 Fire Alarm Equipment

11.2 Fire Alarm System

12.0 Spill Alarm System

13.0 Security Systems

13.1 Access Control

13.2 Biometric Devices

13.3 Intrusion Detection System

13.4 Power

SECTION 01 10 10-Page 5

13.5 CCTV System

13.6 Paging System

13.7 Testing and Commissioning

14.0 Telecommunications/Data

14.1 Requirements

14.2 Open Storage

14.3 Monitoring System CCTV

14.4 Auditorium

14.5 Telephone System

14.6 Data (LAN) Communications System

14.7 Cable Tray

14.8 Conduit

14.9 Comm. Network Rooms

14.10 Equipment Layout

14.11 Grounding and Bonding

14.12 Testing and Drawings

-- End of Section Table of Contents --

SECTION 01 10 10-Page 6

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

1.0 SCOPE DESIGN AND CONSTRUCTION

Design and construct the Life Science Test Facility (LSTF) Addition at Dugway Proving

Ground (DPG), Utah, in accordance with the criteria contained herein and using industry standard materials and efficient practices.

The objective of this contract is to design and construct the required facility as described in this document and Section 01 10 11, Functional Design Criteria Room by Room

Requirements, and to meet the operational requirements of the Army. The Contractor shall provide all labor, equipment and material to perform the design and construct the complete, operational facility. The Contractor is responsible for visiting the site before submitting his proposal.

The design and construction of this facility shall conform to the DPG Installation Design

Guide (IDG) and the requirements issued in this solicitation. The Contractor is responsible and liable for the compete design and is required to produce a complete set of construction documents. The Contractor shall perform any additional design as required to supplement the design criteria and drawings provided in this solicitation.

1.1 Quality

The Contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, interior design, structural, mechanical, electrical, civil, fire protection and other engineering features of the work shall be accomplished, reviewed and approved by engineers, architects and interior designers who are licensed professionals with a minimum of six years‘ experience to practice in their respective professional field in a state or possession of the United States. The structural interior design shall be designed/supervised by a registered or certified (as Appropriate for the state) interior designer who is National Council for Interior Design Qualifications (NCIDQ) certified.

1.2 Drawings

The attached drawings indicate the siting location of the facility and its approximate maximum size, and other system parameters that have been developed to date and approved by the United States Army Corps of Engineers (USACE) and Post. These shall be used to develop a full set of construction documents.

2.0 SUMMARY DESCRIPTIONS

2.1 General Description

This project (the Project) shall construct an LSTF Addition by adding 41,200 square feet to the existing Building 2029 and altering the existing building to provide connecting hallways to

SECTION 01 10 10-Page 7

Building 2029‘s interior. The proposed addition will be attached to the south side of the existing LSTF facility, but have its own secondary public entrance from the east. The east entry serves a long corridor that separates the new construction from the existing building, permitting the existing exterior walls to be left in place to minimize operations disruption. The addition will mimic the appearance of the existing building on the east and will use materials giving the same appearance though constructed differently. The remainder of the building also uses materials used in the existing facility, but in new ways. The differences in structure, systems and operations have made spatial demands on the building that makes it taller and more linear than the existing facility. A steel frame building with masonry bearing walls, the addition is taller than the existing LSTF. The use of daylighting has expanded the use of fiberglass reinforced panels. The panels form skylights over the two corridors serving the

Labs, and over the corridor at the east entry. The walls and roof are insulated using foam boards to achieve a minimum R-26 in the walls and an R-32 at the roofs exceeding DOD mandated insulating requirements achieving a 40 percent reduction in energy use beyond

ASHRAE 90.1 2007 per Engineering Construction Bulletin (ECB) 2011-1.

The roofing will be a standing seam metal roof except at the low-slope roof on the east side where an ethylene propylene diene monomer (EPDM) single-ply membrane will be used. A large utility yard is located on the west serving the two-story mechanical room along the west side of the building. The utilities are organized with the pumps, electrical, communications and shop area on the ground floor and the large air handlers and fans on the second floor.

The second floor mechanical is tall to accommodate the top ducted air handlers, and the large ductwork required to meet Leadership in Energy and Environmental Design (LEED) ventilation requirements. The Project shall be designed within the criteria prescribed in

United Facilities Criteria (UFC) 1-200-01, UFC 3-600-01, Architectural Barriers Act Accessibility Guidelines (ABA), United States Department of Defense (DoD) Antiterrorism/

Force Protection requirements, and operations and maintenance manuals. The Project shall be designed within the criteria prescribed in UFC 1-200-01, UFC 3-600-01, and ETL 02-15.

See paragraph 4.10 SITE IMPROVEMENTS for a complete list of applicable codes and criteria.

2.2 Proposed Siting Summary

The Life Science Test Facility addition to building 2029 shall be located in the Baker

Complex of the Dugway Proving Ground. The design shall maximize solar exposure.

2.3 Building Construction Summary

The addition will include new, concrete foundation and floor slabs, structural steel frame, masonry walls and standing seam metal roof, and shall be Type II, unprotected, noncombustible construction throughout.

3.0 DESCRIPTION OF OPERATIONS

The mission of the Project is to expand the test and evaluation capacities of the LSTF at

DPG through the addition of biosafety laboratories, support, and administrative spaces to the existing LSTF. The Project would provide permanent space to accommodate the rapidly expanding workforce, responding to the need to test and evaluate new equipment being developed in response to the threat of use of chemical and biological weapons by other nations and terrorist groups. The Project will provide areas for test design and development, SECTION 01 10 10-Page 8 data reduction, film development, and report writing, as well as operation of electron microscopes and repairs and adjustments to critical instruments used in the laboratory and in the field. The Project will add a total of nine Biosafety Level 2 (BSL2) labs and five Biosafety

Level 3 (BSL3) labs (including one for an Aerosol Chamber).

The LSTF is a facility located in the Baker Area of DPG. Tests conducted at the LSTF are part of biological defense testing activities. Both biological simulants and biological agents are used at this facility. The existing LSTF was built in 1998. The LSTF Addition will consist of laboratories and chambers that are capable of working at BSL1 through BSL3 laboratory controlled environments. The new facility is divided into the following four major functional areas

• Administrative section consists of offices, restroom facilities, etc.

• General Analytical Support Unit houses microscopes and conventional analytical instrumentation. This unit does not require biological containment equipment.

• BSL2 Microbiological Area consists of laboratory rooms used for routine microbiological procedures such as culture preparation, analytical tests, and handling of biological simulants. Low activity radionuclides may also be used as tracer materials for some analytical tests.

• BSL3 Suite consists of multipurpose test rooms, BSL3 cultivation and assay room, aerosol chamber support room, and a special containment aerosol chamber (CAC) for conducting

BSL3 testing with pathogenic microorganisms and toxins. The chamber can simulate a wide range of environmental conditions dealing with temperature, humidity, and aerosol concentration.

4.0 DESIGN SUBMITTAL REQUIREMENTS

The design requirements within this Section 01 10 10 and the following Section 01 10 11

FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS represent the minimum quality and quantity acceptable for the proposals and Project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached within this RFP document, are modified to the extent indicated within this section. Each

Offeror shall be responsible for obtaining any documents not attached as part of this RFP but referenced as criteria for the Project. Requirements of this section may delete, revise, add to, or substitute for criteria contained in the referenced documents and this section shall be deemed the controlling authority of any changes to the other referenced documents and criteria.

4.1 Design Standards

Equipment, hardware, and materials shall be standard manufactured domestic items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means. Discontinued products will not be accepted unless approved by the

Contracting Officer.

4.2 Codes

The design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals, with the requirements of this section, SECTION 01 10 10-Page 9 and with the listed specifications. The building shall be of a noncombustible construction classification. Wood structural elements will not be acceptable.

4.3 English Design

The Project shall be designed in English inch-pound (I-P) units per the preference of the using agency, USACE and the Army.

4.4 BIM Documentation

The builder is to develop all further building drawings and specifications using Revit resulting in a building information model (BIM) and database. Revit drawing files will also be provided in CADD-formatted files for reviewers without Revit software.

4.5 Drawings

Attached drawings provide information on the site and approved building floor plan as developed in coordination with the using agency and shall be considered in the design of the facility. Adjustments to the floor plan are allowed to accommodate structural and mechanical design issues, and energy efficiency improvements.

4.5.1 Field Information

The utility and as-built information provided in the drawings is the best information available.

It is provided to assist the offerors in preparing their proposal and then during the design of the Project. The Contractor is responsible for field verifying all information given. The

Contractor is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the

Contracting Officer. Any survey required to provide utility locations, manhole inverts, verification of existing features, etc., shall be the responsibility of the Contractor and shall tie into the Project datum.

4.5.2 Design Details and Standards

The Contractor shall create design details as required, but shall conform to the requirements of the RFP, and are subject to approval by the Government.

4.6 Specifications

The contractor shall follow all Unified Facilities Guide Specifications (UFGS) already included in this RFP, and the Contractor shall also provide all other applicable, edited UFGS specifications as required for the design and construction of the Project. The Unified

Facilities Guide Specifications can be retrieved at:

http://www.wbdg.org/ccb/browse_org.php?o=70

Items to be deleted from the specifications shall use the ―strikethrough‖ formatting process to delete any portion of the specifications. Additions to the specifications shall be shown in a color font. Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (e.g., UL, ANSI, NEMA, etc.), testing requirements, execution, etc., shall not be changed unless dictated by more stringent requirements in this RFP, including technical http://www.wbdg.org/ccb/browse_org.php?o=70

SECTION 01 10 10-Page 10 criteria such as codes and government and industry publications that are referenced in this

RFP.

4.7 Sustainable Design

The Contractor shall take appropriate actions and incorporate features in the design, and maintain all necessary records for the application of the Project to the US Green Building

Council (USGBC) to achieve a USGBC Leadership in Energy and Environmental Design

(LEED) ―Silver‖ rating under the New Construction, version 3 system, and meet the

Environmental Protection Agency (EPA) ―Designed to Earn Energy Star‖ program requirements. The contractor shall certify and register the Project with the USGBC. Also, see paragraph 4.11 ENERGY COMPLIANCE for sustainable design requirements.

4.7.1 LEED Credits and “Designed to Earn Energy Star” Program

Requirements

The Project design and construction shall, at a minimum, achieve all LEED prerequisites and

50 to 59 LEED credits. LEED credits are awarded after the Project is registered and official review and evaluation by the USGBC is complete; full explanation of the USGBC LEED processes, associated fees and design-construction documentation requirements can be found on the USGBC web site. This Solicitation establishes achievement of specific LEED credits which is driven by statutes, federal Executive Orders; the balance of the 50 to 59 credits not specifically mandated shall be established by the Contractor‘s design. The

―Designed to Earn the Energy Star‖ program is administered by the Environmental Protection

Agency; analysis of the Contractor‘s design shall be accomplished using the ―Target Finder‖ program and achieve a rating of 75 or higher. Conduct analysis per EPA guidelines and document the results in the Project ―Sustainable Design Analysis‖ (described below). Results of the ―Target Finder‖ analysis shall be submitted to the EPA for review; once accepted by the EPA, they will provide the Architect of Record an electronic file with the ―Designed to

Earn the Energy Star‖ graphic. The Contractor shall place this graphic in the title block on all construction drawings and on the cover of all Contract Documents. Complete ―Designed to

Earn the Energy Star‖ information and requirements can be found at the EPA Energy Star website at:

http://www.energystar.gov/index.cfm?c=new_bldg_design.new_bldg_design_benefits

4.7.2 Mandatory LEED Credits

The Contractor‘s Project design shall achieve the following specific LEED credits as part of the 50 to 59 total credits required.

4.7.2.1 Sustainable Sites, Credit SS7.2 (Heat Island Effect – Roof)

The Project directive requires roofs to meet or exceed the following Solar Reflectance Index

(SRI) for a minimum of 75 percent of the roof surface: SRI > 78 for low-slope roofs; SRI > 29 for high-slope roofs.

4.7.2.2 Water Efficiency, Credit WE1 (No Potable Use or No Irrigation)

The Project policy directive prohibits the use of potable water for new landscape irrigation systems. This requirement takes precedence over all requested landscape Bid Options. Note http://www.energystar.gov/index.cfm?c=new_bldg_design.new_bldg_design_benefits

SECTION 01 10 10-Page 11 that in meeting the requirements of WE1.2, four LEED credits are awarded. In addition, by achieving this credit another point is earned in the Regional Priority credit for satisfying

WE1.1.

4.7.2.3 Water Efficiency, Credit WE3.1 (30% Water Use Reduction)

Employ strategies that in aggregate use a minimum of 30 percent less potable water than the indoor water use baseline calculated for the building, after meeting the Energy Policy Act of

1992 fixture performance requirement.

4.7.2.4 Energy and Atmosphere, Credit EA1 (Optimize Energy Performance)

The Contractor shall perform an energy analysis per LEED Energy Efficiency, EA1; however the exact number of LEED credits required cannot be predetermined before individual project analysis is complete as the energy efficiency calculation established for Federal facilities by the Department of Energy in Code of Federal Regulations (CFR) Title 10 Part 433 is not the same as that used in LEED EA1 calculations. Required energy performance for Federal facilities is determined by the calculation established by the Department of Energy (DOE) in

CFR Title 10 Part 433. Energy usage for this facility shall reflect minimum 40 percent improvement over the levels established in the baseline ASHRAE 90.1 2007 per ECB 2011-1 building using the Performance Rating Method found in Appendix G of

ANSI/ASHRAE/IESNA Standard 90.1–2007, Energy Standard for Buildings Except Low-Rise

Residential Buildings, except the formula for calculating the Performance Rating in paragraph G1.2 shall be changed to read as follows:

• Percent improvement = 100 x (Baseline building consumption—Proposed building consumption) / (Baseline building consumption—Receptacle and process loads).

• The Contractor shall assure Project design complies with CFR Title 10 Part 433 minimum

30-percent improvement and then derive the appropriate number of LEED Energy

Efficiency, EA1 (Optimize Energy Performance) credits. Informal Government review of other Federal projects show 4 (four) to 6 (six) EA1 credits are earned when meeting the

CFR Title 10 Part 433 requirement; however, performance is driven by numerous Project specific factors and cannot be broadly applied.

• Additionally, the Contractor shall assure the Project design earns the ―Designed to Earn

Energy Star‖ rating by receiving a rating of 75 or higher.

According to Office of the Under Secretary of Defense Memo Oct 25 2010, Department of

Defense Sustainable Buildings Policy, the following applies. "Beginning in FY 12 for projects in the planning stage, the sum of energy and water efficiency credits shall equal or exceed

40 percent of the points required for a LEED-Silver (or equal) rating; this highlights the importance of pursuing additional energy-and water-related credits in areas such as cool roofs and day lighting."

Percent improvement = 100 x (Baseline building consumption—Proposed building consumption) / (Baseline building consumption—Receptacle and process loads).

4.7.2.5 Energy and Atmosphere, Credit EA4 (Enhanced Refrigerant Management)

Reduce ozone depletion and support early compliance with the Montreal Protocol while minimizing direct contributions to global warming.

SECTION 01 10 10-Page 12

4.7.2.6 Energy and Atmosphere, Credit EA5 (Measurement and Verification)

Install building level utility meters to track and continuously optimize performance. Compare actual performance data from the first year of operation with the energy design target. Enter data and lessons learned into the Federal High Performance Buildings Database.

4.7.2.7 Materials and Resources, Credit MR2.1 (Construction Waste Management – Divert 50% from Disposal)

Divert construction and demolition debris from disposal in landfills and incinerators. Redirect recyclable recovered resources back into the manufacturing process. Redirect reusable materials to appropriate sites. Achieving this point will automatically earn an additional point in the Regional Priority credit.

4.7.2.8 Materials and Resources, Credit MR4.1 (Recycled Content 10%)

Use materials with recycled content such that the sum of post-consumer recycled content plus one-half of the pre-consumer content constitutes at least 10-percent (based on cost) of the total value of the materials in the Project.

4.7.2.9 Materials and Resources, Credit MR6 (Rapidly Renewable Materials)

Reduce the use and depletion of finite raw materials and long-cycle renewable materials by replacing them with rapidly renewable materials. The Contractor shall pursue this Credit and document progress and actions; however if this Credit cannot be achieved due to the limited amount of rapidly renewable materials capable of being used in the Project, the Government may waive this requirement. Waiving the MR6 requirement shall not reduce the overall total number of LEED credits required for this Project and as listed in paragraph 4.7

SUSTAINABLE DESIGN.

4.7.2.10 Indoor Environmental Quality, Credit IEQ3.1 (Construction Indoor Air Quality management Plan – During Construction)

Reduce indoor air quality problems resulting from the construction process in order to help sustain the well-being of construction workers and building occupants.

4.7.2.11 Indoor Environmental Quality, Credits IEQ4.1, IEQ4.2, IEQ4.3 and IEQ4.4 (Low- Emitting Materials)

Use materials and products with low pollutant emissions, including adhesives, sealants, paints, coatings, carpet systems, and wood.

4.7.2.12 Indoor Environmental Quality, Credit IEQ5 (Indoor Chemical and Pollutant Source Control)

Minimize exposure of building occupants to potentially hazardous particulates and chemical pollutants.

SECTION 01 10 10-Page 13

4.7.2.13 Indoor Environmental Quality, Credit IEQ6.2 (Controllability of Systems – Thermal Comfort

Provide a high level of thermal comfort system control by individual occupants or by groups in multi-occupant spaces to promote the productivity, comfort and well-being of building occupants.

4.7.2.14 Innovation in Design, Credit ID2 (LEED Accredited Professional)

The LEED accredited professional (LEED AP) shall be a full member of the Contractor‘s team and responsible for coordinating the team efforts in achieving the LEED Silver rating for the Project. The LEED AP shall at a minimum attend all Government review meetings, coordinate the information up-load to the USGBC LEED project site and present the ―Project

Sustainable Design Analysis‖ (described below) and address fully what steps are being taken and implemented across all disciplines to meet sustainable design and ―Designed to

Earn Energy Star‖ goals.

4.7.2.15 Additional recommended LEED Credits

The Contractor‘s Project design can also pursue the following specific LEED credits as part of the 50 to 59 total credits required. These credits have been recommended as Preferred

LEED credits in the USACE LEED Implementation Guide.

4.7.2.16 Sustainable Sites, Credit 4.2 Alternative Transportation, (Bicycle Storage and Changing Rooms)

Provide secure bicycle racks and/or storage within 200 yards of a building entrance for 5 percent or more of all building users(measured at peak periods) Also provide shower and changing facilities for 0.5 percent of Full time equivalent occupants.

4.7.2.17 Sustainable Sites, Credit 6.1 (Stormwater Design: Quantity Control)

To limit disruption of natural hydrology by reducing impervious cover, increasing on-site infiltration, reducing or eliminating pollution from stormwater runoff and eliminating contaminants. This credit relates to High Performance and Sustainable Building (HPSB) stormwater requirements. Coordinate with Post on allowable solutions. Achieving this point will automatically earn an additional point in the Regional Priority credit.

4.7.2.18 Sustainable Sites, Credit 6.2 (Stormwater Design: Quality Control)

To limit disruption and pollution of natural water flows by managing stormwater runoff. This credit relates to HPSB stormwater requirements. Coordinate with Post on allowable solutions.

4.7.2.19 Materials and Resources, Credit 4.2, (Recycled Content)

Twenty percent post-consumer + ½ pre-consumer) Related to EPA CPG compliance.

Significant concrete and steel in Project facilitate earning of this credit.

SECTION 01 10 10-Page 14

4.7.2.20 Materials and Resources, Credit 7, (Certified Wood)

Use a minimum of 50 percent (based on cost) of wood-based materials and products that are certified in accordance with the Forest Stewardship Council‘s principles and criteria, for wood building components. All projects should include certified wood to the extent budget can support cost. Credit is easily earned at minimal first cost in projects that include very little wood.

4.7.2.21 Indoor Environmental Quality, Credit 3.2 (Construction IAQ Management Plan Before Occupancy)

Construction schedule must accommodate activities required for this credit.

4.7.2.22 Indoor Environmental Quality, Credit 6.1 (Controllability of Systems: Lighting)

Provide individual lighting controls for 90 percent (minimum) of the building occupants to enable adjustments to suit individual task needs and preferences. Provide lighting system controls for all shared multi-occupant spaces.

4.7.2.23 Regional Priority, (Up to 4 Credits)

One to four credits can be earned of the six Regional Priority credits identified by the USGBC regional councils as having environmental importance for a project‘s region. The purpose of this credit is to provide an incentive for the achievement of credits that address geographically specific environmental priorities.

4.7.3 Reporting

The Contractor shall prepare a ―Project Sustainable Design Analysis‖ as part of all design and contract document submittals; a LEED checklist by itself does NOT meet this requirement. Using the LEED checklist as a guide, the Project Sustainable Design Analysis shall fully address each sustainable design feature incorporated into the project; shall discuss why other features were not included; shall discuss synergies between sustainable features and shall clearly describe construction-phase sustainable design features and activities. Additionally, the Contractor shall prepare a LEED checklist, reflective of the design strategies employed, and submit to the Contracting Officer for the Government‘s internal reporting and tracking requirements.

4.7.3.1 USGBC On-Line Project Registration

This Project shall be registered with the USGBC as discussed in paragraph 4.7

SUSTAINABLE DESIGN.

4.8 Force Protection

Force Protection shall be provided and designed in accordance with UFC DoD Minimum Antiterrorism Standards for Buildings, UFC 4-010-01, dated 8 October 2003, Including change 1, dated 22 January 2007. Current threat protection level is Low. Building glazing, entries, mechanical room design, mechanical/electrical equipment enclosure walls and parking standoff distances shall incorporate the requirements of the standard. See also requirements for Design and O&M: Mass Notification Systems, UFC 4-021-01.

SECTION 01 10 10-Page 15

4.8.1 Physical Security

This facility shall conform to JAFAN 6/99ICD 705 Physical Security Standards for Special

Access Program Facilities.

4.9 Barrier Free Design

This facility shall be fully accessible to all handicapped individuals in accordance with the requirements of the Architectural Barriers Act Accessibility Guidelines (ABA) and the Uniform

Federal Accessibility Standards. Handicapped parking spaces and curb cuts shall be provided on site, near primary building ingress and egress. Exposed plumbing pipes under toilet lavatories shall be fully screened both physically and visually. Level transition, where required, shall be by ramps.

4.10 Consolidated List of Codes and Standards

Each design discipline cites references to various codes and standards that govern the design of the Project. A listing of the primary codes and standards required for compliance with the requirements of this RFP follows. Additional UFGS specifications may also apply to the contract. Note: Use the latest edition for all reference standards or criteria listed in this section.

29 CFR 1910.106 (d) (4) Occupational Safety and Health Standards, Flammable and

Combustible Liquids, Design and Construction of Inside Storage

Rooms

29 CFR 1910.165 Occupational Safety and Health Standards, Fire Protection, Employee Alarm Systems

29 CFR 1910.94 Occupational Safety and Health Standards, Occupational Health and Environment Control, Ventilation

29 CFR 1910.96 OSHA Coverage of Ionizing Radiation Sources Not Covered by

Atomic Energy Act of 1954

AAMA (NWWDA 101/I.S.2 Voluntary Specification for Aluminum, Vinyl

(PVC) and Wood Windows and Glass Doors

ABA Architectural Barriers Act Accessibility Standard for Department of

Defense Facilities

A-E Guide, Volume 1 General Instructions for Army Projects, Sacramento District

A-E Guide, Volume 2a & 2b Cost Estimating, Sacramento District

A-E Guide, Volume 3 Specifications, Sacramento District

ANSI A 137.1 Ceramic Tile

ANSI A 250.8 Standard Steel Doors and Frames

ANSI C2 National Electrical Safety Code

ANSI C57.12.00 General Requirements for Liquid-Immersed Distribution, Power, and Regulating Transformers

ANSI C57.12.26 Requirements for Pad-Mounted, Compartmental-Type, Self-

Cooled, Three-Phase Distribution Transformers for use with

Separable Insulated High-Voltage Connectors, High-Voltage, 34500GrdY/19920 Volts and Below; 2500 kVA and Smaller

SECTION 01 10 10-Page 16

ANSI C57.12.27 Conformance Requirements for Liquid-Filled Distribution

Transformers Used in Pad-Mounted Installations, Including Unit

Substations

ANSI C57.12.28 Switchgear and Transformers - Pad-Mounted Equipment -

Enclosure Integrity

ANSI C84.1 Electric Power Systems and Equipment - Voltage Ratings.

ANSI TIA/EIA 758 Customer Owned Outside Plant Telecommunications Cabling

Standard

ANSI TIA/EIA-526-14 Optical Power Loss Measurements of Installed Multimode Fiber

Cable Plant - OPSTP-14

ANSI TIA/EIA-526-7 Measurement of Optical Power loss of Installed Single-Mode Fiber

Cable Plant - OFSTP-7

ANSI TIA/EIA-568-A Commercial Building Telecommunications Cabling Standard

ANSI TIA/EIA-568-B.1 Commercial Building Telecommunications Cabling Standard

Part 1: General Requirements

ANSI TIA/EIA-568-B.2 Commercial Building Telecommunications Cabling Standard

Part 2: Balanced Twisted-Pair Cabling Components

ANSI TIA/EIA-569-A Commercial Building Standard For Telecommunications Pathways and Spaces

ANSI TIA/EIA-598 Optical Fiber Cable Color Coding

ANSI TIA/EIA-606 The Administration Standard For the Telecommunications

Infrastructure of Commercial Buildings

ANSI TIA/EIA-607 Commercial Building Grounding and Bonding Requirements for

Telecommunications

ANSI TIA/EIA-TSB-67 Transmission Performance Specifications for Field Testing of

Unshielded Twisted Pair (UTP) Cabling System

ANSI/ASHRAE/IESNA Standard 90.1

Energy Standard for Buildings Except Low-Rise Residential

Buildings

ANSI/IEEE Std. 141 Recommended Practice for Electric Power Distribution for

Industrial Plants. (The Red book.)

ANSI/IEEE Std. 242 Recommended Practice for Protection and Coordination of

Industrial and Commercial Power Systems. (The Buff book.)

Architectural Woodwork Quality Standards

Guide Specifications and Quality Certification Program, AWI (latest edition)

ASHRAE Handbook Fundamentals

ASHRAE Handbook HVAC Applications

ASHRAE Handbook HVAC Systems and Equipment

ASHRAE Handbook Refrigeration

ASHRAE Standard 15 Revision

Safety Code for Mechanical Refrigeration

ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality

SECTION 01 10 10-Page 17

ASTM B221 Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM C 1028 Standard Test Method for Determining the Static Coefficient of

Friction of Ceramic Tile and Other Like Surfaces by the Horizontal

Dynamometer Pull-Meter Method

ASTM C 373 Water Absorption, Bulk Density, Apparent Porosity, and Apparent

Specific Gravity of Fired Whiteware Products

ASTM C 648 Breaking Strength of Ceramic Tile

ASTM E 514 Water Penetration and Leakage Through Masonry

ASTM E 90 Standard Test Method for Laboratory Measurement of Airborne

Sound Transmission Loss of Building Partitions and Elements

ASTM F 1066 Standard Specification for Vinyl Composition Floor Tile

ECB 2011-1 High Performance Energy and Sustainability Policy

Fire Resistance Directory, Vol. 1 and 2, UL

Glass Manufacturer Standards

GSA-PBS-CZ Public Building Service Standard Test

Gypsum Association Fire Resistance Design Manual

IBC International Building Code, 2009 Edition, (except as modified in

UFC 1-200-01 & UFC 3-301-01)

IEEE C62.41 Surge Voltage in Low Voltage AC Power Circuits

IEEE Std. 1100 Recommended Practice for Powering and Grounding Electronic

Equipment-IEEE Emerald Book

IEEE Std. 142 Recommended Practice for Grounding of Industrial and

Commercial Power Systems - IEEE Green Book

IEEE Std. 241 Recommended Practice for Electric Power Systems in Commercial

Buildings-IEEE Gray Book

IEEE Std. 399 Recommended Practice for Industrial and Commercial Power

Systems Analysis-IEEE Brown Book

IEEE Std. 446 Recommended Practice for Emergency and Standby Power

Systems for Industrial and Commercial Applications-IEEE Orange

Book

IEEE Std. 493 Recommended Practice for the Design of Reliable Industrial and

Commercial Power Systems-IEEE Gold Book

IEEE Std. 519 Recommended Practices and Requirements for Harmonic Control in Electrical Power Systems-Second Printing

IESNA Lighting Handbook, Reference and Application Volume

IMC International Mechanical Code

Installation Design Guide Dugway Proving Ground

IPC International Plumbing Code, (except as modified in UFC 3-420-

01)

Mil-HDBK-1190 Military Handbook Facility Planning and Design Guide

NECA 1 Standard Practice of Good Workmanship in Electrical Construction

SECTION 01 10 10-Page 18

NETA-ATS Standard for Acceptance Testing Specifications for Electrical

Power Equipment and Systems

NFPA 101 Life Safety Code

NFPA 110 Emergency and Standby Power Systems

NFPA 111 Stored Electrical Energy Emergency Standby Power Systems

NFPA 13 Installation of Sprinkler Systems

NFPA 20 Installation of Stationary Pumps for Fire Protection

NFPA 24 Installation of Private Fire Service Mains

NFPA 291 Recommended Practice for Fire Flow Testing and Marking of

Hydrants

NFPA 30 Flammable and Combustible Liquids Code

NFPA 45 Standard on Fire Protection for Laboratories Using Chemicals

NFPA 54 National Fuel Gas Code

NFPA 70 National Electrical Code

NFPA 72 National Fire Alarm Code

NFPA 780 Lightning Protection Systems

NFPA 80 Fire Doors and Fire Windows

NFPA 90A Installation of Air Conditioning And Ventilating Systems

NFPA 90B Installation of Warm Air Heating and Air-Conditioning Systems

NSF National Science Foundation

OSHA Occupational Safety and Health Administration

SMACNA Architectural Sheet Metal Manual

SMACNA HVAC Systems – Duct Design Manual.

Tile Council of America Handbook for Ceramic Tile Installation

TM 5-822-2 General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage Areas

TM-5-804-14 Roofing and Waterproofing

TM-5-805-6 Caulking and Sealing

TM-5-805-8 Building Hardware

TM-5-812-2 Firestopping

UFC 1-200-01 Design: General Building Requirements

UFC 3-120-01 Army Sign Standard

UFC 3-210-01A Area Planning, Site Planning, and Design

UFC 3-230-07A Water Supply, Sources and General Considerations

UFC 3-230-10A Water Supply, Water Distribution

UFC 3-240-07FA Design Drainage Areas for Other Than Airfields

UFC 3-240-08FA Sanitary and Industrial Wastewater Collection – Pumping Stations and Force Mains

UFC 3-301-01 Structural Engineering

UFC 3-310-04 Design: Seismic Design for Buildings

SECTION 01 10 10-Page 19

UFC 3-400-01 Design: Energy Conservation

UFC 3-400-02 Design: Engineering Weather Data

UFC 3-410-01FA Design: Heating, Ventilating and Air Conditioning

UFC 3-410-02A Design: Heating, Ventilating and Air Conditioning (HVAC) Control

Systems

UFC 3-410-04N Design: Industrial Ventilation

UFC 3-420-01 Design: Plumbing

UFC 3-420-02FA Design: Compressed Air

UFC 3-450-01 Design: Noise and Vibration Control

UFC 3-501-01 Electrical Engineering

UFC 3-520-01 Electrical Design, Interior Electrical System

UFC 3-530-01 Design: Interior and Exterior Lighting and Controls

UFC 3-535-01 Visual Air Navigation Facilities

UFC 3-550-01 Exterior Power Distribution

UFC 3-550-03FA Electrical Power Supply and Distribution

UFC 3-560-01 Electrical Safety, O & M

UFC 3-570-02A Cathodic Protection

UFC 3-580-01 Telecommunications Building Cabling Systems Planning and

Design

UFC 3-600-01 Design: Fire Protection Engineering for Facilities

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

UFC 4-010-02 DoD Minimum Standoff Distances for Buildings

UFC 4-021-01 Design and O&M: Mass Notification Systems

UFGS Unified Facilities Guide Specifications

UL Listing File No. E76704, UL 1286

UL 268 Smoke Detectors for Fire Protective Signaling Systems

UL 497 Protectors for Paired Conductor Communication Circuits

UL 50 Enclosures for Electrical Equipment

UL 910 Test for Flame-Propagation and Smoke-Density Values for

Electrical and Optical-Fiber Cables Used in Spaces Transporting

Environmental Air

USACE Standard Detail 40-06-04, Lighting Fixtures

USACE Pavement-Transportation Computer Assisted Structural

Engineering (PCASE) Design Program

Woodwork Institute of Utah (WIC)

Manual of Millwork, Standards of the Woodwork Industry for

Arizona, Utah, Utah & Oregon, 10th Edition

SECTION 01 10 10-Page 20

4.11 Energy Compliance Requirement

In order to demonstrate compliance with the requirements of paragraph BASIC CRITERIA in

UFC 3-400-01 with regards to achieving the required reduction in energy consumption, the

Contractor shall prepare an Energy Compliance Analysis (ECA) for the Project. The ECA shall identify the specific energy conservation criteria that applies to the Project, the software used to prepare the necessary calculations, a summary of all input to and output from the calculations, the Project's energy target, and the calculated energy consumption of the proposed design. The ECA shall also include a separate narrative prepared by each of the following individuals: the Lead Project Architect, Lead Project Mechanical Engineer, and the

Lead Project Electrical Engineer. Each of the three narratives shall list the conservation measures considered for that discipline, the impact of each measure considered on the calculated energy consumption, and finally a list of conservation measures adopted in the design. The ECA shall be submitted for approval along with the Concept Design, shall be updated as necessary as the design progresses, and the completed document submitted with the Final Design.

In order to demonstrate compliance with Title 10 Code of Federal Regulations Part 436, Subpart A, and to demonstrate compliance with the paragraph BASIC CRITERIA in UFC 3-

400-01 with regards to life cycle cost effectiveness of the proposed design, the design team shall prepare a project Life Cycle Cost Analysis (LCCA) using the Building Life Cycle Costing

(BLCC) program, available from the Department of Energy's BLCC Programs website:

http://www1.eere.energy.gov/femp/information/download_blcc.html

The Project goal is a minimum 40 percent improvement (energy reduction) over the levels established in the baseline ASHRAE 90.1 2007 per ECB 2011-1. If design team's LCCA shows a 40 percent energy reduction is economically feasible, the design team shall also prepare an LCCA to show the cost effectiveness of a 50 percent energy reduction for the

50 percent energy reduction bid option.

The following Federal energy laws, orders, guidances, and regulations apply to the design and construction of the Project:

1. Energy Policy Act of 2005 (EPAct05) (PL 109-58)

2. Energy Independence and Security Act 2007

3. Executive Order 13514 - Federal Leadership in Environmental, Energy, and Economic Performance

4. Executive Order 13423 - Strengthening Federal Environmental, Energy, and Transportation Management

5. Department of the Army (27 October 2010) Memorandum on the Utilization of Efficient Lighting

6. Department of the Army (27 October 2010) Sustainable Design and Development Policy Update (Environmental and Energy Performance)

7. USACE, ECB 2011-1 (19 January 2011) High Performance Energy and Sustainability Policy

8. USACE, ECB 2010-14 (28 June 2010) Improving building performance through enhanced requirements for energy performance and select LEED credits

9. USACE Army LEED Implementation Guide (15 January 2008)

SECTION 01 10 10-Page 21

5.0 CIVIL DESIGN

5.1 General

The civil portion of the Project includes force protection, grading, paving, curb and gutter, storm drainage, utilities, and parking. Included in the utilities shall be the sanitary sewer service, domestic and fire water services, electrical power service, and communication service for the addition to LSTF Building 2029.

5.2 Site

The work at this site consists of design and construction of the Life Science Test Facility

Addition, its appurtenances and expansion of the wastewater treatment system.

5.3 Technical Criteria and Standards

See paragraph 4.10 CONSOLIDATED LIST OF CODES AND STANDARDS for all required standards.

5.4 Project Site Field Survey Topography

Project Site Field Survey Topography of the Life Science Test area and wastewater lagoon area is provided (see Topographical Report in Attachment F). Contractor shall perform additional survey(s) as required to complete his/her design (see paragraph 5.13.2 EXISTING

UTILITIES herein and paragraphs 1.4 and 1.8 of 01 10 11 for requirement details).

5.5 Site Demolition

The new building shall be constructed on the south side of Building 2029. For demolition work required to connect the existing building with the new building, see Architectural

Design. The existing facility parking lot is to be demolished and replaced. The access road around Building 2029 will be demolished and realigned for the addition.

5.5.1 Waste Disposal

Inert, non-recyclable wastes from demolition and construction activities may be disposed of in the English Village Class 2 Landfill, on Garrison. The landfill is open from 0700 to 1600, Monday through Thursday, except federal holidays. The Contractor shall prepare an estimate of the quantity of expected waste in tons, and coordinate the approximate timetable of disposal with Gerald Mason (435-831-3369, Gerald.L.Mason.civ@mail.mil), prior to start of site activities, to allow the Garrison to maintain compliance with their operating permit regulations.

5.5.2 Recycling

The Contractor shall examine non-hazardous solid wastes generated during demolition and construction for recyclability. Materials may be accepted into the Dugway recycling program including

• Concrete

• Metals, segregated by type

SECTION 01 10 10-Page 22

• Wood, except particle board; some nails okay

• Asphalt

The Contractor shall coordinate estimates of recyclable wastes with Gerald Mason (435-831-

3369, Gerald.L.Mason.civ@mail.mil), prior to site activities. If quantities indicate, containers/roll-offs for recyclable materials may be provided at the construction site to facilitate recycling.

5.6 Site Development

The site is currently developed. The parking lot east of Building 2029 is surrounded on the east and north sides by existing buildings and an elevated water tower.

5.6.1 Building Siting

Building includes an addition to existing Building 2029 and a limited remodel of spaces inside

Building 2029 to accommodate hallway connections. The new facility shall be sited by the

Contractor meeting the minimum provisions of all applicable references indicated in these

RFP documents. The Contractor shall confine proposed development to the Project area as designated in these RFP documents. The Contractor storage yard and trailer shall be located within the secure perimeter of the facility at a location approved by the Contracting Officer.

5.6.2 Parking

The existing parking lot shall be demolished and replaced with a larger parking lot area (as shown on sheet C-101). All new parking areas must comply with the requirements of UFCs

4-010-01 and 4-010-02.

5.7 Permits

5.7.1 UPDES Storm Water General Permit

Construction, both site and building related, will result in disturbance of more than one acre of total land area. A Notice of Intent (NOI) to discharge and a Storm Water Pollution

Prevention Plan (SWPPP) shall be required in accordance with the Utah Pollutants

Discharge Elimination System (UPDES) requirements of the Clean Water Act which mirror the National Pollutants Discharge Elimination System (NPDES) permit process. The

Contractor shall be responsible to pay the associated NOI fee to the State Water Board along with the NOI application.

The following are requirements for Dugway Proving Ground:

• A completed NOI must be submitted (Jason Redeen at 801-586-3315) USACE Resident

Office, DPG, Department of Public Works (DPW) Engineering and Environmental sections, and the Utah Department of Environmental Quality (DEQ), Division of Drinking Water and

Division of Water Quality (DWQ) for review at least thirty (30) days prior to the proposed commencement of construction activities (e.g. the initial disturbance of soils associated with clearing, grading, excavation, or other construction activities).

• A completed SWPPP must be prepared and submitted to (Jason Redeen at 801-586-

3315) USACE Resident Office, DPG, DPW Engineering and Environmental sections, and the DEQ for review and approval at least sixty (60) days prior to commencement of

SECTION 01 10 10-Page 23 construction activities. Guidance for SWPPP preparation is available in the Environmental

Protection Agency document EPA-823-R-92-0005 titled, ―Storm Water Management for

Construction Activities‖. A copy of the approved SWPPP shall be kept at the construction site during the duration of the construction activities to insure compliance with the storm water pollution prevention measures outlined in the SWPPP.

• Notify (Jason Redeen at 801-586-3315) USACE Resident Office, DPG and submit a

Notice of Termination (NOT) to the DEQ ten (10) days prior to the completion of the

Project. The NOT document is a formal notification of Project completion and terminates the NPDES Storm Water Construction Permit.

• The Contractor shall prepare specifications to reflect the permit and plans.

• No hazardous chemicals (toxins, corrosives, flammables, oil/grease, fuels, etc.) shall be discharged to the ground surface, storm water drains or sanitary sewer system during construction activities. The issues outlined above should be considered early in the

Project. The final SWPPP shall be incorporated into the Project design specifications. The

Contractor shall contact DPG Environmental office Storm Water Quality personnel at 435-

831-3581 for guidance on the preparation of the NOI and the SWPPP.

5.7.2 Dust Permit

Dust permits will be required from Tooele County for clearing, grading, and trenching.

5.7.3 Digging Permit

A number of permits and permit modifications will be required due to this Project. Tooele

County does not issue any permits nor inspect for compliance to codes at DPG. The main permit required to initiate construction activities is USACE approval of the plans and specifications. The main permit to allow mobilization and initiation of field activities is the

Dugway Excavation Permit, issued by the Directorate of Public Works (DPW). At least one month prior to the initiation of site disturbance activities, the Contractor shall contact the

DPW (Clifford Johnson, 435-831-2649, Clifford@cmartin.com) with the following information:

• Detailed written description of the site disturbance activities planned.