Am-0003_W9128F22R0036_Narrative and Specifications.pdf

Am #0003 - 2 (Continuation SF 30)

January 14, 2022 Solicitation No. W9128F 22 R 0036

Date of Issue: 22 DEC 2021 Date of Receiving Proposals: 04 FEB 2022

SUBJECT: Amendment No. 0003 to Request for Proposal Solicitation Package for Design and Construction of High Bay Vehicle Maintenance (HBVM).

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.) NONE

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification sections as noted below. The substituted sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changes have been identified with highlighting or clouding unless section is noted as new or completely reissued; all portions of the revised specification pages apply regardless of whether changes are shown with highlighting or clouding.

Pages or Sections Deleted Pages or Sections Substituted or Added 01 33 29AT – HPSB Checklist 01 33 29AT – HPSB Checklist 01 81 00 01 81 00 01 86 10 01 86 10 01 86 26 01 86 26 01 91 00.15 10 01 91 00.15 10

APPENDIX C APPENDIX C

APPENDIX D APPENDIX D

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 21 00 of the Request for Proposal.

4. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 04 FEB 2022.

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

14 JAN 2022

nep/2160

Air Force Sustainability Requirements Scoresheet HPSB COMPLIANCE (Updated Jan 2017) * required entry

General Information XQPZ124008 Project ID (e.g. ABCD12345)

000000000000000000 Real Property Unique ID (RPUID)

8122 Facility Number

Vehicle Maintenance Building Name

USAF Academy Installation

Colorado Springs City

CO State

Yes CONUS

USAFA MAJCOM

USACE Construction Agent

Russ Henderer AFCEC DM/CM (Last Name, First Name)

$4,360,000.00 PA

3,185 Building Size (SF)

2022 Program Year (FY####)

Initial Design Charrette Project Phase

10/01/23 Design Started (MM/DD/YY)

09/30/25 BOD (MM/DD/YY)

Not Certifying Guiding Principles Compliance Certification Method

100% HPSB Compliant

30% Energy Efficiency Achieved (% below ANSI/ASHRAE/IESNA

Standard 90.1-2013)

2017V1 Scoresheet version

Federal Requirements

Complete

Date Date Project

1/12/2022 1

Am #0003 01 33 29AT Page 1 of 6

Color Coding: See Instructions Tab for more detail

Yes or N/A No

Recommended not Required

90.1-2013 HPSB I: Employ Integrated Design Principles (UFC 1-200-02 para 2-2)

Total Points 2 Possible Points 2

Yes HPSB I.1 Integrated Design 1

Yes HPSB I.2 Commissioning 1

HPSB II: Optimize Energy Performance (UFC 1-200-02 para 2-3)

Total Points 5 Possible Points 5

Yes HPSB II.1 Energy Efficiency 1

Yes

Reduce energy use 30% below ANSI/ASHRAE/IESNA Standard 90.1-

2013 or IECC, or if not - achieve maximum energy efficiency that is lifecycle cost effective

30.0% Insert percentage below ANSI/ASHRAE/IESNA Standard 90.1-2013 or IECC, in terms of energy use (e.g. 32)

Insert building energy intensity (kBtu/yr-sqft) calculated IAW 10 CFR

Yes Roof Attributes (Recommended)

1 Select roof types (Check below)

Energy Efficient Products 1

Yes

Yes HPSB II.2 On-site Renewable Energy 1

Yes Installed renewable energy elements or projects were not lifecycle cost effective

1 Renewable energy types (check below)

0.0 Insert generation capacity (kW)

0.0% Insert percentage of total building

Yes HPSB II.3 On-site Renewable Energy - Solar Hot Water Heater System 1

Yes Installed solar hot water heater system or found installation not lifecycle cost effective

0.0 Insert generation capacity (MMBtu/yr)

0.0% Insert percentage of demand

Yes HPSB II.4 Metering 1

N/A Electric Metering: Select N/A if no service

N/A Natural Gas Metering: Select N/A if no service

N/A Steam Metering: Select N/A if no service

HPSB III: Protect and Conserve Water (UFC 1-200-02 para 2-4)

Total Points 6 Possible Points 6

Yes HPSB III.1 Indoor Water 1

N/A Indoor Water Metering 1

Yes HPSB III.2 Outdoor Water 1

N/A Outdoor Water Metering 1

N/A HPSB III.3 Alternative Water 1

N/A HPSB III.4 Stormwater Management (LID Documentation per UFC 3-210-10) 1

0.0 Change in Impervious Area (SF)

$0.00 Pre-Award Cost Estimate ($)

N/A Project addressed EISA 438

EISA Technical Constraints

Percent Increase in Stormwater Runoff for 95 Percentile Storm (%) -or- Percent Increase in Stormwater Runoff from continuous simulation model, published data, studies, or other established tools

(Reference UFC 3-210-10 Figure 2-1 Implementation of EISA

Section 438)

Both LID Features Locations

0 Integrated Management Practices Employed

Drop-Down Box

No Entry Required Custom Entry

Sola Solar Solar Therm al Electri c

Geo GSH Wi

Hy Waste to Energy Renewables were not lifecycle cost effective

Cool Gree n roof

Sol Sola r ther

Sola

Retain Site

State or local restric t water

Shallow Non- Structural, plumbing, and other mods not feasible

Soil infiltration capacity limited

State or local restrict use of green infrastruct

Other

1/12/2022 2

Am #0003 01 33 29AT Page 2 of 6

Final LID Construction Cost ($)

Post Construction Analysis (Name of DOR)

HPSB IV: Enhance Indoor Environmental Quality (UFC 1-200-02 para 2-5)

Total Points 8 Possible Points 8

Yes HPSB IV.1 Thermal Comfort 1

Yes HPSB IV.2 Ventilation 1

Yes HPSB IV.3 Daylighting 1

Yes HPSB IV.4 1

Yes HPSB IV.5 Low Emitting Materials 1

Yes HPSB IV.6 Protect Indoor Air Quality during Construction 1

Yes HPSB IV.7 Environmental Tobacco Smoke Control 1

Yes HPSB IV.8 Occupant Health and Wellness 1

HPSB V: Reduce Environmental Impact of Materials (UFC 1-200-02 para 2-6)

Total Points 5 Possible Points 5

Yes HPSB V.1 Recycled Content 1

Yes HPSB V.2 Biologically-based Products 1

Yes HPSB V.3 Ozone Depleting Substances 1

Yes HPSB V.4 Waste and Materials Management - Recycling 1

Yes HPSB V.5 Waste and Materials Management - Divert 60% from Disposal 1

Yes 60% or greater diverted

60.0% Insert percentage diverted from landfill

HPSB VI: Address Climate Change Risk (UFC 1-200-02 para 2-7)

Total Points 1 Possible Points 1

Yes HPSB VI.1 Address Climate Change Risk 1

Possible Points 27

27 Federal Requirements - Yes or N/A

0 Federal Requirements - No

100% Percentage of Federal Requirements Met

Moisture Control

Bio-Retention Infilt Soil

Dry Inle Per

Filt Grassed Swells Rain Barrels/Cisterns

Tree Veg Vegetated Roof Oth

1/12/2022 3

Am #0003 01 33 29AT Page 3 of 6

Federal Requirements for High Performance and Sustainable Buildings (HPSB) & UFC 1-200-02

Instructions: Provide a common or project specific justification for an element to be non-applicable, when completed, the Scoresheet tab will allow an N/A response.

Justification for Non-Applicable Answers Common Justification Project Specific Justification Complete?

HPSB I: Employ Integrated Design Principles (UFC 1-200-02, 2-2)

HPSB I.1 Integrated Design Applicable HPSB I.2 Commissioning Applicable HPSB II: Optimize Energy Performance (UFC 1-200-02, 2-3)

HPSB II.1 Energy Efficiency Applicable HPSB II.1 Energy Efficient Products Applicable HPSB II.2 On-site Renewable Energy Applicable HPSB II.3 On-site Renewable Energy - Solar Hot Water Heater System Applicable HPSB II.4 Metering

HPSB II.4 Electric Metering: Select N/A if no service

Not applicable to the scope of the project.

Existing metering is not part of the project and there are not new utilities.

Yes

HPSB II.4 Natural Gas Metering: Select N/A if no service No Natural Gas utility is being used for the project Yes

HPSB II.4 Steam Metering: Select N/A if no service Steam is not a utility being used on the project.

Yes

HPSB III: Protect and Conserve Water (UFC 1-200-02, 2-4)

HPSB III.1 Indoor Water Applicable

HPSB III.1 Indoor Water Metering: Select N/A if no service

Not applicable to the scope of the project.

Existing metering is not part of the project and there are not new utilities.

Yes

HPSB III.2 Outdoor Water Applicable

HPSB III.2 Outdoor Water Metering: Select N/A if no service

Not applicable to the scope of the project.

Existing metering is not part of the project and there are not new utilities.

Yes

HPSB III.3 Alternative Water NA LCCE Yes

HPSB III.4 Stormwater Management

HPSB III.4 Project addressed EISA 438

Project does not require EISA 438 compliance based upon the scope. There is no change or increase in impervious area.

Yes

HPSB IV: Enhance Indoor Environmental Quality (UFC 1-200-02, 2-5)

HPSB IV.1 Thermal Comfort Applicable HPSB IV.2 Ventilation Applicable HPSB IV.3 Daylighting Applicable HPSB IV.4 Moisture Control Applicable HPSB IV.5 Low Emitting Materials Applicable HPSB IV.6 Protect Indoor Air Quality during Construction Applicable HPSB IV.8 Occupant Health and Wellness Applicable HPSB V: Reduce Environmental Impact of Materials (UFC 1-200-02, 2-6)

Am #0003 01 33 29AT Page 4 of 6

HPSB V.1 Recycled Content Applicable HPSB V.2 Biologically based products Applicable HPSB V.3 Ozone Depleting Substances Applicable HPSB V.4 Waste and Materials Management - Recycling Applicable HPSB V.5 Waste and Materials Management - Divert 60% from Disposal Applicable HPSB VI: Adress Climate Change Riskd (UFC 1-200-02, 2-7)

HPSB VI.1 Address Climate Change Risk Applicable

Am #0003 01 33 29AT Page 5 of 6

Gray Text Recommended (Federal Requirement not fully defined at this time)

Light Gray Cell Cell is populated by other cells. User is not required to enter values.

Cell provides a drop-down box for the user to select which LEED Credits and HPSB

Requirements that the project is attempting. When a "Yes" or "No" is selected the cell follows the stoplight convention to visually represent progress. The stoplight convention is also used for

"Yes" or "No" totals. Some light green boxes also have an option for "N/A" when used for subquestions

Cell uses a drop down box and user is designating "Yes" or "N/A" when applicable

Cell uses a drop down box and user is designating "No"

Light Yellow Cell

Cell is for custom entry on how the project is pursuing HPSB requirements. These are subquestions and also general information questions. Boxes that appear when cell is selected give further instruction on entering data. Some cells restrict values that can be entered - which is explained if incorrectly entered

AF Sustainable Building Requirements Legend

Light Green Cell (When used, conditional formatting changes cell to Green or Red depending on entry)

Am #0003 01 33 29AT Page 6 of 6

Vehicle Maintenance - High Bay - USAF Academy, CO AA71

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 81 00

SUMMARY OF THE WORK

05/18

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.2.1 Function of Facility

1.3 DESIGN AND CONSTRUCTION OBJECTIVES

1.4 PROJECT SCOPE

1.4.1 Project Site

1.4.2 Scope of Work

1.5 FACILITY TYPE AND SIZE

1.5.1 Facility Type

1.5.1.1 Facility Size

1.5.1.2 Personnel and Equipment

1.6 DRAWINGS

1.7 DESIGN AND CONSTRUCTION REQUIREMENTS

1.7.1 Changes to RFP Criteria Requirements

1.7.2 Codes and Criteria

1.7.3 Phasing of Work, Security, and Construction Staging

1.7.4 Sustainability

1.7.4.1 Criteria

1.7.4.2 Total Building Commissioning

1.7.4.3 Third Party Certification/Validation

1.7.5 Cybersecurity

1.7.6 Hazardous Materials

1.7.7 Bridging Documents

1.7.8 Design and Construction Measurement Units

1.7.9 Personnel Qualifications and Experience

1.7.10 Design and Construction Deliverables

1.7.11 Advanced Modeling and Facility Data Requirements

1.7.12 Operations and Maintenance Requirements

1.8 COMMON DEFICIENCIES

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 81 00 Page 1Am #0003

SECTION 01 81 00

SUMMARY OF THE WORK

05/18

PART 1 GENERAL

1.1 REFERENCES

The design publications listed below shall be used as sources of criteria for the design. Where a date is not specified, the most current edition of the code or standard in effect, including errata and addenda available at the initial RFP solicitation date shall be used as criteria for the design. The criteria from these sources may be supplemented but not supplanted, by applicable criteria contained in nationally recognized codes and standards. All UFCs, codes, and criteria referenced in UFC 1-200-01 and UFC 1-200-02 shall be met and shall be mandatory.

U.S. AIR FORCE ACADEMY (USAFA)

USAFA IFS Installation Facility Standards

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 DoD Building Code (General Building Requirements

UFC 1-200-02 High Performance and Sustainable Building Requirements

UFC 3-101-01 Architecture

UFC 3-210-10 Low Impact Development

UFC 4-010-06 Cybersecurity of Facility-Related Control Systems

1.2 PROJECT DESCRIPTION

1.2.1 Function of Facility

The purpose of this project is to design and construct an addition to Building 8122, High Bay-Vehicle Maintenance (HBVM), to be located at the United States Air Force Academy, Colorado. The functional objective of this project is to provide a high bay for vehicle maintenance in compliance with safety requirements to support recent mission changes and new equipment.

The 10 LRS/Vehicle Maintenance is housing in Building 8122 and the surrounding transportation yard and parking lot. This group services and maintains the USAF Academy Fleet. Regulations do not allow for maintenance to take place in the yard and parking lot surrounding the maintenance building. USAF safety requirements have trended away from service floor pits.

The existing facility was built in two parts, the original in 1956 and an

SECTION 01 81 00 Page 2Am #0003 addition in 1986. The 1956 construction includes vehicle parking bays, a paint booth and supporting operations, offices, storage, restrooms, and utility spaces. This part of the building is not part of this HBVM project with the exception of extension of utility systems and associated utility connection work. The 1986 addition contains five (5) pull-thru maintenance bays. The new addition work impacts these five bays and there will be renovation work in this location to connect the addition and relocate existing utility and building systems to support the new addition.

The HBVM shall be located at the west wall of the 1986 addition, providing floor space and height clearance to accommodate the new and larger vehicles of the USAF Academy fleet. The new bay will be open to the existing vehicle maintenance bays for continuity of the work floor, access between the new and existing, and visual continuity for safety. The Maintenance team is authorized three (3) personnel, providing a maximum occupancy of three.

1.3 DESIGN AND CONSTRUCTION OBJECTIVES

The design and construction of the High Bay-Vehicle Maintenance (HBVM) addition and renovation under this Contract shall comply with specifications and requirements contained in this Request for Proposal (RFP). Requirements emphasize low maintenance exterior and interior finishes as well as energy efficiency. Design and construction shall be in accordance with all applicable industry and Air Force criteria, and the requirements of this RFP.

1.4 PROJECT SCOPE

The project objective is to provide a facility addition of 3,185 gross square feet to augment existing spaces with complementary site development within the funds available. The Government desires to construct the facility of such quality that it is constructed to serve a life expectancy of more than 50 years. All equipment and products shall be easy to service, maintain, repair, and replace. All products or equipment shall follow industry standards.

The floor plan and elevations provided in this RFP are conceptual and establish the general requirements for square foot area, functional arrangement of rooms and spaces, exterior finishes, and the overall facility configuration. During the design stages, the contractor shall make necessary adjustments to ensure constructability and compliance with the RFP criteria and requirements. The plan and elevations do not indicate all necessary construction requirements or components. The RFP describes associated technical, performance, and system requirements.

1.4.1 Project Site

The project is located at the United States Air Force Academy, in the Service & Supply District near the South Gate. Vicinity and location maps can be found in the drawings provided with this RFP. The site is constrained by a variety of factors. The contractor shall ensure the facility is designed and constructed in compliance with all site constraints.

The HBVM addition shall expand existing Building 8122 to the north and west. The site consists of concrete and asphalt parking area, utility equipment, and covered fueling stations. The topography generally slopes away from from the building vehicle bays on the north and south sides.

SECTION 01 81 00 Page 3Am #0003

The west end of the building where the addition shall be constructed slopes at a 3:1 slope for the fist 15-20 feet. The western parking area slopes at approximately 3% to the west. A geotechnical report and limited site investigation report are provided as appendices for reference only.

1.4.2 Scope of Work

The following scope of work descriptions reflect the Contract Pricing Schedule found in 00 10 00 CONTRACT LINE ITEM PRICING SCHEDULE.

The proposal documents shall include adequate information to enable the Government to adequately evaluate the proposal for understanding and compliance with the entire scope of work. See Section 00 22 00 PROPOSAL INSTRUCTIONS, SUBMISSION REQUIREMENTS AND EVALUATION for complete requirements.

Project architectural features include but are not limited to precast concrete features, curtainwall systems, roof system assembly, doors, building hardware, built-in equipment, interior finishes, and all required accessories. Mechanical work includes but is not limited to construction of a complete HVAC system for the addition, HVAC equipment and all associated controls, plumbing, and EMCS connection. Interior electrical includes but is not limited to panel boards, lighting fixtures, and general building power requirements. Communications work includes but is not limited to voice/data cabling and devices, and modifying existing CCTV and public address systems to facilitate the addition. Fire protection work includes but is not limited to the extension of sprinkler system and fire alarm system for the entire building. The project scope is itemized as follows:

CLIN 0001: Entire work complete for Design of High Bay-Vehicle Maintenance, including design of all CLIN and Option Items listed below.

Design is in compliance with all requirements contained in this RFP, its attachments, references and appendices.

CLIN 0002: Entire work complete to Construct High Bay-Vehicle Maintenance, excluding items separately listed below. This includes Construction of Sitework, Utilities and Pavements, including all required site preparation associated with the construction.

CLIN 0003: Privatized Utilities Service and Connection

CLIN 0004: Procurement and Installation of the Crane. This option includes the crane itself, associated rails, and all required testing.

Base bid shall include the design of the crane and all required infrastructure.

CLIN 0005: Procurement and Installation of the Piston Lift. This option includes the piston lift itself, associated controls, and all required testing. Base bid shall include the design of the piston lift and all required infrastructure.

CLIN 0006 (bid option): Bid option for the exterior of the building as noted on drawings AE210, AE211, and AE810 for High Bay-Vehicle Maintenance.

CLIN 0007 (bid option): Procurement and Installation of Furniture, Fixtures, & Equipment (FF&E) as described herein for High Bay-Vehicle Maintenance.

SECTION 01 81 00 Page 4Am #0003

1.5 FACILITY TYPE AND SIZE

1.5.1 Facility Type

Concept design architectural drawings have been included in the appendices of this Contract as bridging documents. Room data sheets with minimum space and space-type requirements have also been attached as an appendix.

The High Bay-Vehicle Maintenance addition is located at the existing west wall of Building 8122. Vehicle bay doors are provided on the south and north walls of the addition. Refer to 01 82 00 ARCHITECTURAL REQUIREMENTS for additional information relating to facility configuration and aesthetic preference.

1.5.1.1 Facility Size

Total facility area for the Addition shall be 3,185 gross square feet.

Facility size shall not exceed this value, calculated in accordance with

UFC 3-101-01 ARCHITECTURE.

1.5.1.2 Personnel and Equipment

The facility addition shall be designed to accommodate 3 full time equivalents (FTEs), with no visitors or transients for a total peak occupancy of the 3 full time employees. The facility serves to support the Vehicle Maintenance mission. See the room data sheets for additional personnel and equipment information.

1.6 DRAWINGS

Drawings of the site area, floor plan, and exterior elevations are included for use in developing this design.

1.7 DESIGN AND CONSTRUCTION REQUIREMENTS

1.7.1 Changes to RFP Criteria Requirements

This Request for Proposal provides requirements expected of the Design-Build Contractor during the design and construction of this project.

The RFP bridging documents present an overall design concept of the project; provide useful project information; establish some definition of the systems to be used; and incorporate requirements expected by the Using Service.

It shall be the responsibility of the Design-Build Contractor to assemble the best-value-priced construction systems for this project that meet or exceed the design criteria set forth herein.

Offerors should not consider changes to RFP criteria requirements during proposal preparation. After contract award, any changes to the RFP criteria requirements require approval by the Contracting Officer.

See Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES for additional requirements.

1.7.2 Codes and Criteria

All pertinent building codes, life safety codes, and reference criteria

SECTION 01 81 00 Page 5Am #0003 shall be met or exceeded. This project utilizes the DoD Building Code, as defined by UFC 1-200-01 and its references. All UFCs, codes, and criteria referenced in UFC 1-200-01 and UFC 1-200-02 shall be met and shall be mandatory. This includes the United States Air Force Academy Installation Facilities Standards USAFA IFS. Per the USAFA IFS, this project is a Group 3 building.

If there is a conflict in requirements, order of precedence shall be as follows, in order of decreasing precedence:

a. Life Safety, as defined by DoD Building Code UFC 1-200-01 and its references

b. RFP Specifications

c. RFP Drawings

d. Non-life safety criteria, as defined by DoD Building Code UFC 1-200-01 and its references

e. Other criteria as listed herein

f. United States Air Force Academy Installation Facility Standard

USAFA IFS

1.7.3 Phasing of Work, Security, and Construction Staging

The High Bay-Vehicle Maintenance work is to be completed at an existing facility that is occupied and operational. The existing facility shall remain operational throughout the project. Vehicle maintenance operations shall be minimally impacted by project activities and requires careful coordination.

Work of the base bid shall be phased to minimize impact to the daily operations of the facility. There is no temporary or swing space available to relocate personnel in the facility.

Outages associated with the project shall be planned in advance.

Contractor shall notify the Government of any required outages that may impact operations. A minimum 30-days notice shall be required for any utility outage. Additional requirements are in 01 30 00.24 OTHER

ADMINISTRATIVE AND SPECIAL REQUIREMENTS.

The Contractor shall maintain a construction area fence throughout the duration of the contract. See drawings for construction staging areas.

There are no specialty construction security requirements for this project outside of the requirements of the RFP and the USAF Academy Installation standards.

1.7.4 Sustainability

1.7.4.1 Criteria

This project shall at a minimum incorporate high performance and sustainable site and building features as listed in UFC 1-200-02 HIGH

PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS, UFC 3-210-10 LOW IMPACT

DEVELOPMENT, and UFC 3-101-01 ARCHITECTURE as applicable to the project scope.

1.7.4.2 Total Building Commissioning

Apply total building commissioning principles and fully commission the facility, in compliance with 01 91 00.15 TOTAL BUILDING COMMISSIONING and

SECTION 01 81 00 Page 6Am #0003

UFC 1-200-02.

1.7.4.3 Third Party Certification/Validation

Third Party Certification is not required for the project. However, the contractor shall update the Air Force Sustainability Requirements Score Sheet (HPSB Compliance) throughout the design and construction. The contractor shall provide updated copies of the document as deliverables for each design phase, as well as constantly update the document throughout construction, available for viewing on request. Provide a final updated document as a project closeout deliverable. See 01 33 29 SUSTAINABILITY REPORTING for additional requirements.

Included with this RFP is a preliminary Air Force Sustainability Requirements Scoresheet for this project. The contractor shall complete, maintain and update the Scoresheet, and have the Scoresheet available at any time for auditing and Air Force reporting. At project completion, the Scoresheet should be completely fill out with only "Yes" and "N/A" indicated in the Compliance column. All N/A responses must have justification included. See 01 33 29 SUSTAINABILITY REPORTING for additional requirements.

1.7.5 Cybersecurity

All new facility-related control systems shall comply with UFC 4-010-06, Cybersecurity of Facility-Related Control Systems. After determining the facility-related control systems involved in this project, the Contractor shall be responsible for all designer submissions, deliverables and functions as outlined in UFC 4-010-06. The Contractor shall also deliver an edited specification section UFGS 25 05 11 for each facility-related control system identified and planned for installation. Contractor is responsible for documenting and implementing Control Correlation Identifiers (CCIs) and updating the CCI list throughout design and construction. Contractor is not responsible for obtaining an Authority to Operate (ATO), but the work performed by the Contractor will support the Government's ATO effort.

The systems that shall be designed in accordance with UFC 4-010-06 include, but are not limited to: HVAC control systems [*Am-3] <text deleted> [**Am-3] and Fire Alarm System. The following are the Confidentiality, Integrity, and Availability impact ratings for the systems under this project:

HVAC Control Systems = Confidentiality - Low; Integrity - Low;

Availability - Low

[*Am-3] <text deleted> [**Am-3] Fire Alarm Systems = Confidentiality - Low; Integrity - Low;

Availability - Medium

See Sections 01 86 10 MECHANICAL REQUIREMENTS [*Am-3] <text deleted> [**Am-3] and UFC 4-010-06 for additional requirements.

1.7.6 Hazardous Materials

A hazardous materials inspection was performed on Building 8122 and is provided as an Appendix. The Design-Build Contractor is responsible for the proper on-site handling, removal, storage, and disposal of hazardous waste, including but not limited to asbestos and lead paint. This includes compliance with all laws, regulations, and local requirements in

SECTION 01 81 00 Page 7Am #0003

[*Am-3] <text deleted> [**Am-3]

[*Am-3] <text deleted> [**Am-3]

S [*Am-3] <text deleted> [**Am-3] the performance of all environmental work and the work of subcontractors and/or consultants.

1.7.7 Bridging Documents

Conceptual drawings of the site plans, floor plans, and elevations are included for use in developing this design. Room data sheets with minimum space and space-type requirements have also been attached as an appendix.

1.7.8 Design and Construction Measurement Units

Design, products, and construction for the project shall be accomplished using English units of measurement. All measurement in the technical specifications sections shall be shown in English.

1.7.9 Personnel Qualifications and Experience

Design and construction personnel qualifications and experience shall be per the requirements of Section 00 22 00 PROPOSAL INSTRUCTIONS, SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND BASIS OF AWARD and Section

01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.7.10 Design and Construction Deliverables

See Section 01 33 00.32, DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.7.11 Advanced Modeling and Facility Data Requirements

The contractor shall design and construct this project by leveraging BIM and electronic facility data. See 01 33 39.00 10 ADVANCED MODELING (BIM/GIS/CAD) REQUIREMENTS for minimum project requirements. This project also requires the development and turnover of electronic facility data (via a Facility Data Workbook (FDW)) to the Government. See 01 78 24.00 10

FACILITY DATA REQUIREMENTS.

1.7.12 Operations and Maintenance Requirements

See Section 01 78 23 OPERATION AND MAINTENANCE DATA for requirements.

1.8 COMMON DEFICIENCIES

Following are some common costly deficiencies to be avoided in the preparation of contract documents. Carefully compare the building design and contract documents with these requirements at several points in the design process to avoid unnecessary changes later.

a. Not using correct abbreviations or terminology on the drawings.

Abbreviations must match what is used on the standard abbreviation sheet, and terminology must match what is used in the UFGS guide specifications and Omaha District Guide Specifications.

b. Not using the correct scales and north arrow designation, section cut system, or incomplete dimensioning of the drawings.

c. Not providing sufficient space for door operation hardware at doors which swing into a wall running perpendicular to the opening. Four inches minimum is required between edge of door frame and perpendicular walls.

SECTION 01 81 00 Page 8Am #0003

d. Not providing correct and complete Design Analysis information written in the present tense. The Design Analysis will be written following the format indicated in Section 01 33 00.32 of the Request For Proposal. A separate Fire Protection section in the Design Analysis, with input from all disciplines, is one area which is often overlooked and shall be included.

e. Not providing a structural stoop at exterior doors where the slab is at the same approximate elevation as the interior floor. The use of simple slabs on exterior grade leads to lifting of the slab in below-freezing temperatures, which interferes with the safe operation of the door.

f. Not correctly presenting or coordinating (to avoid interference) features of HVAC, Fire Protection, Noise Control, and other Building Systems.

g. Not correctly referencing and cross referencing building sections, wall sections, details, etc.

h. Failure to coordinate all disciplines prior to submittal of projects for review.

i. Failure to properly edit and tailor guide specifications. Failure to delete all publications from guide specifications which do not apply to the particular project.

j. North arrow is not oriented the same direction on all sheets (civil, site, architectural, etc.).

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section --

SECTION 01 81 00 Page 9Am #0003

This page was intentionally left blank for duplex printing.

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 86 10

MECHANICAL REQUIREMENTS

PART 1 MECHANICAL REQUIREMENTS

1.1 MECHANICAL SYSTEMS CRITERIA

1.1.1 General Parameters/References

1.2 MECHANICAL SCOPE OF WORK

1.3 DESIGN REQUIREMENTS

1.3.1 Design Analysis

1.3.2 Calculations

1.3.3 Drawings and Specifications

1.3.4 System Design Requirements

1.3.5 Design and Construction Execution

1.4 HVAC REQUIREMENTS

1.4.1 General Requirements:

1.5 GENERAL REQUIREMENTS

1.5.1 Design Considerations

1.5.1.1 Mechanical Equipment Layout

1.5.1.2 Mechanical Systems

1.5.2 Installation Considerations

1.5.2.1 Mechanical/Electrical Equipment Coordination

1.5.2.2 General Mechanical Requirements

1.5.2.3 Vibration Isolation / Equipment Pads

1.5.2.4 Standard Products

1.5.2.5 Utility Interruptions

1.5.2.6 Spare Parts

1.5.2.7 Labeling

1.5.3 Design Conditions

1.5.3.1 Site Elevation

1.5.3.2 Latitude

1.5.3.3 Longitude

1.5.3.4 Outside Design Conditions

1.5.3.5 Inside Design Conditions

1.5.3.6 Minimum Ventilation Requirements

1.5.4 Antiterrorism/Force Protection

1.5.5 EQUIPMENT REQUIREMENTS

1.5.5.1 Equipment Identification

1.5.5.2 Identification of Piping

1.6 SEISMIC PROTECTION FOR MECHANICAL PIPING, DUCTWORK, AND EQUIPMENT

1.6.1 Piping

1.6.2 Ductwork

1.6.3 Miscellaneous Equipment

1.7 THERMAL INSULATION OF MECHANICAL SYSTEMS

1.7.1 Insulation Covers

1.8 HYDRONIC PIPING REQUIREMENTS

1.8.1 Piping Layout

1.8.2 Pipe Sizing

1.8.3 Pipe Materials

1.8.4 Pipe Joints

1.8.5 Pipe Expansion

SECTION 01 86 10 Page 1Am #0003

1.8.6 Isolation Valves

1.9 BUILDING TEMPERATURE CONTROL SYSTEM

1.9.1 General DDC Requirements

1.9.2 Alarm Monitoring

1.9.3 Stand-Alone Operation

1.9.4 Input/Output Devices

1.9.5 Cable and Wiring

1.9.6 Control Valves

1.9.7 Control Dampers and Actuators

1.9.8 Valve Actuators

1.9.9 HVAC Control Drawings

1.9.9.1 Control Schematic

1.9.9.2 Sequence of Control

1.9.9.3 Description of Components

1.9.9.4 Legends and Schedules

1.9.9.5 System Checklists and Startup Instructions

1.9.9.6 Cybersecurity

1.10 TESTING, ADJUSTING, AND BALANCING (TAB) OF HVAC SYSTEMS

1.10.1 Balancing Firm Qualifications

1.11 COMMISSIONING OF HVAC SYSTEMS

1.11.1 General

1.11.2 Commissioning Firm Qualifications

1.11.3 Checklists

1.11.4 Pre-commissioning Checks

1.11.5 Functional Performance Tests

1.12 PLUMBING REQUIREMENTS

1.12.1 Domestic Water

1.12.2 Sanitary Waste and Vent Piping System

1.12.3 Storm Water Roof Drainage System

1.12.4 Plumbing Fixtures

1.12.5 Radon System

1.13 OPERATION AND MAINTENANCE REQUIREMENTS

1.13.1 Facility Operation and Maintenance Manuals

1.13.2 Operation and Maintenance Training Course and Manuals

1.13.2.1 Training Course Content

1.13.2.2 Video Taping

SECTION 01 86 10 Page 2Am #0003

SECTION 01 86 10

MECHANICAL REQUIREMENTS

PART 1 MECHANICAL REQUIREMENTS

1.1 MECHANICAL SYSTEMS CRITERIA

1.1.1 General Parameters/References

Mechanical systems, (i.e. HVAC systems, plumbing systems, heating and chilled water piping, equipment, building temperature controls, gas distribution system, etc.) shall be designed and constructed to comply with this chapter and the documents listed below to the extent referenced in this section. The publications are referred to in the text by basic designation only. The design publications listed below shall be used as sources of criteria for the architectural design. Where a date is not specified, the most current edition of the code or standard in effect, including errata and addenda available at the RFP proposal submission deadline shall be used as criteria for the design. The criteria from these sources may be supplemented but not supplanted, by applicable criteria contained in nationally recognized codes and standards. All UFCs, codes, and criteria referenced in UFC 1-200-01 and UFC 1-200-02 shall be met and shall be mandatory.

ASSOCIATED AIR BALANCE COUNCIL (AABC)

AABC MN-1 National Standards for Total System Balance

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A13.1 Scheme for the Identification of Piping Systems

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE Handbooks ASHRAE Fundamentals, Applications, HVAC Systems and Equipment

ASHRAE 15 ANSI/ASHRAE Standard 15-Safety Standard for Refrigeration Systems and ANSI/ASHRAE Standard 34-Designation and Safety Classification of Refrigerants

ASHRAE 55 Thermal Environmental Conditions for Human Occupancy

ASHRAE 62.1 Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1-IP Energy Standard for Buildings Except Low-Rise Residential Buildings

SECTION 01 86 10 Page 3Am #0003

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME CSD-1 Control and Safety Devices for Automatically Fired Boilers

ASTM INTERNATIONAL (ASTM)

ASTM A53/A53M Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM D1785 Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC International Building Code

ICC IMC International Mechanical Code

ICC IPC International Plumbing Code

ICC IECC International Energy Conservation Code

ICC IGC International Gas Code

NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB)

NEBB-01 Procedural Standards for Whole Building Systems Commissioning of New Construction

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 54 National Fuel Gas Code

NFPA 70 National Electrical Code (NEC)

NFPA 72 National Fire Alarm and Signaling Code

NFPA 90A Standard for the Installation of Air Conditioning and Ventilating Systems

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA Guidelines IAQ Guidelines for Occupied Buildings Under Construction

SMACNA 1966 HVAC Duct Construction Standards Metal and Flexible

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 DoD Building Code (General Building Requirements

UFC 1-200-02 High Performance and Sustainable Building

SECTION 01 86 10 Page 4Am #0003

Requirements

UFC 3-400-02 Engineering Weather Data

UFC 3-401-01 Mechanical Engineering

UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems

UFC 3-410-02 Direct Digital Control for HVAC and Other Systems

UFC 3-420-01 Plumbing Systems

UFC 3-430-07 Inspection and Certification of Boilers and Unfired Pressure Vessels

UFC 3-450-01 Noise and Vibration Control

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

UFC 4-010-06 Cybersecurity of Facility-Related Control Systems

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

EO 13423 Strengthening Federal Environmental, Energy, and Transportation Management

PL 109-58 Energy Policy Act of 2005

PL 110-140 Energy Independence and Security Act of

1.2 MECHANICAL SCOPE OF WORK

The following provides the mechanical and plumbing scope of work for this contract. Contractor shall provide for both design and construction requirements necessary to meet the mechanical scope of work. Any sizes, capacities or layout of equipment of systems provided as part of this scope of work shall be validated by the designer of record. All associated work in this contract shall be in compliance with the latest scope criteria and applicable code requirements.

1.3 DESIGN REQUIREMENTS

The Contractor is responsible for design and for meeting performance criteria stated in the RFP. The contractor is required to furnish plans, specifications, a design analysis, and calculations for review to demonstrate the design complies with the RFP requirements. The Contractor's drawings, specifications, design analysis and calculations shall be provided as required for the 60 percent design and the Final design submittals in accordance Section 01 33 00.36 60 PERCENT DESIGN REQUIREMENTS, and Section 01 33 00.38 - 100 PERCENT DESIGN REQUIREMENTS.

The as-built drawings shall be in accordance with Section 01 78 39.00 24, AS-BUILT DRAWINGS.

SECTION 01 86 10 Page 5Am #0003

1.3.1 Design Analysis

Provide a design analysis/narrative to document the criteria usage, outdoor and indoor design conditions, HVAC system selection analysis, U-factors, ventilation rates, control strategies, personnel loads, equipment loads, domestic water, sanitary waste, natural gas, plumbing fixtures, ATFP requirements, and other design considerations.

1.3.2 Calculations

The Contractor shall perform heating, ventilation and air conditioning calculations to determine the HVAC loads for the building. Documentation of the calculations shall be provided and shall include complete input and output summaries, room load calculations, block load calculations and calculations for each system / air handling unit. Pre-approved computer load analysis programs are Hourly Analysis Program (HAP) by Carrier Corp., Trace 700 by Trane Corp., DOE-2 by US Department of Energy and EnergyPlus by DoD/DoE. If the designer wishes to use a different load analysis program, this shall be specifically listed in the proposal and requires approval by the Contracting Officer's Representative. Room air flow requirements shall be computed based on the individual room loads. HVAC loads for telecommunication room shall be coordinated with end-user and final design. All HVAC equipment shall be sized and selected based on the calculated block sensible and total loads for each space. Provide plumbing calculations leading to sizing of domestic water heater, domestic water pump, sanitary waste pipe size, domestic water pipe size and other plumbing system components.

1.3.3 Drawings and Specifications

Design drawings and specifications shall be developed as required to meet the mechanical scope of work. This shall include locations of all equipment, ductwork, and piping (i.e. air handling units, boilers, pumps, chillers, fan coil units, ductwork, diffusers, grilles, supply fans, exhaust fans, air intakes and exhausts, temperature sensors, heating and chilled water piping and condensate drain lines, domestic water piping, sanitary waste and vent piping, water heater(s), etc.).

Government provided Unified Facility Guide Specification (UFGS)(available to the Contractor as indicated in Section 01 33 00, SUBMITTAL PROCEDURES) shall be completely edited and fully coordinated with the contractor's drawings to accurately and clearly identify the product and installation requirements for the facility. The contractor's specifications shall not be edited to reduce the level of quality for equipment services provided, or materials. The contractor's specifications shall be edited in accordance with the designer notes associated with each specification and with the Specification Requirements (Division 01 General Requirement Specifications). In case of a conflict, the criteria found in the Specification Requirements (Division 01 General Requirement Specifications) shall take precedence. The provided specifications define the minimum requirements for items of equipment, materials, installation, training, operating and maintenance instructions, O&M manuals and testing that shall be provided for the facility. Where items of equipment, materials, installation, training, operating and maintenance instructions, O&M manuals or testing requirements are not specified in the provided specifications, special paragraphs within each applicable guide specification shall be prepared to specify those items. Government approval is required for any addition of materials, equipment, or

SECTION 01 86 10 Page 6Am #0003 installation requirements not covered in the guide specifications.

Specific items of equipment identified in the provided specifications but not required for the facility shall be edited out.

Unless instructed otherwise, specifications shall be in review format with editing adjustments identified (in electronic versions: deletions shall be flagged by red lettering, additions by green lettering; in printed versions: deletions shall be identified "striking through", additions by underlining).

1.3.4 System Design Requirements

Mechanical systems, including HVAC systems, plumbing, and HVAC controls shall be designed to comply with this section, per all applicable UFC, and to the extent referenced in the documents listed above. A life cycle cost analysis was conducted in accordance with UFC requirements. The HVAC system type described in Section 1.4 below indicates the most life cycle cost effective system per the analysis and is the system to be installed as part of this Project.

Equipment selections shall be made for all major pieces of equipment, (i.e. makeup air units, unit heaters, exhaust fans, air intake louvers or hoods, etc.). Catalog data shall be provided as part of the design analysis to demonstrate that the selected equipment will meet the applicable operational and physical space requirements.

1.3.5 Design and Construction Execution

The successful offeror shall complete the design documentation and construct the project in compliance with these RFP requirements.

1.4 HVAC REQUIREMENTS

1.4.1 General Requirements:

Provide three individual vehicle exhaust systems in the vehicle bay addition with an individual storage hose reel for each exhaust fan. Two storage reels shall be installed on the west wall of the addition, and one on the east wall. Hose reels shall be powered (motorized). Each fan shall be controlled by a manually operated switch located within the vehicle bay served by the fan. The hose reel exhaust shall be routed out through the exterior walls and not through the roof. Size each fan equally, and at an exhaust air flow rate to serve the worst case of the anticipated vehicles being maintained, which are listed below.

a. One Rescue Fire Truck:

i. Engine Displacement: Cummins 10.8 liters (661 C.I.D.)

ii. Fuel Type: Diesel

iii. Operating rpm during service/repair: Min 800 rpm / Max 2100 rpm

iv. Exhaust pipe configuration: 5-inch side discharge

b. MCI Coach Bus - J4500k:

i. Engine Displacement: Cummins 10.8 liters (661 C.I.D.)

ii. Fuel Type: Diesel

iii. Operating rpm during service/repair: Min 800 rpm / Max 2100 rpm

iv. Exhaust pipe configuration: 5-inch rear discharge

SECTION 01 86 10 Page 7Am #0003

c. CAT Scraper - 623Gk:

i. Engine Displacement: 928 C.I.D.

ii. Fuel Type: Diesel

iii. Operating rpm during service/repair: Min 800 rpm / Max 2100 rpm

iv. Exhaust pipe configuration: Single Vertical Stack

d. Kaylan Recover Tractor Trailer:

i. Engine Displacement: Honda Pony Engine 614 cm3 (37.5 C.I.D.)

ii. Fuel Type: Gas

iii. Operating rpm during service/repair: Min 800 rpm / Max 2000 rpm

iv. Exhaust pipe configuration: Single 1.5-inch vertical pipe

e. Volvo Excavator - EW180B:

i. Engine Displacement: 2480 cm3/rev (151 in3/rev)

ii. Fuel Type: Diesel

iii. Operating rpm during service/repair: Min 800 / Max 1500 rpm

iv. Exhaust pipe configuration: Single 5-inch vertical stack

Provide a variable flow general exhaust system for the vehicle bay addition. The general exhaust system shall be equipped with variable frequency drives. The general exhaust system shall be sized for 1.5 cfm/sq. ft in accordance with ASHRAE Standard 62.1. Provide a manual switch to allow the general exhaust and interlocked makeup air systems to operate manually when the bays are in use. The system shall operate at a reduced ventilation rate in accordance with Code requirements during normal operation. The system shall operate at the high exhaust (1.5 cfm/sq. ft.) rate when either the level of carbon monoxide is detected above set point, or the level of nitrogen dioxide is detected above set point as determined by gas monitors.

One variable flow makeup air system shall be provided for both the general exhaust and vehicle exhaust for the vehicle bay addition. It can be assumed that only two of the three vehicle exhaust fans will be in operation at the same time, and that the general exhaust system will be operating at 1.5 cfm/sq. ft. Provide 10 percent less capacity than the exhaust system to maintain a slightly negative pressure in the space. The makeup air unit shall be a 100% outside air unit (no recirculated air).

The makeup air system shall be equipped with variable frequency drives and shall temper outside air to the space design heating temperature at a minimum. The unit shall have a heating coil served from the existing medium temperature propylene glycol (MTPG) system. The MTPG system is operated at 180 deg F on the supply side and 160 deg F on the return side. Assume a 40% PG concentration for bidding purposes - field verify actual percentage during design. Confirm this information prior to design. The makeup air unit shall be controlled by the direct digital control system. It shall be suspended in the space with intake air from a sidewall louver. Bottom of intake louver shall be installed at a minimum of 10 feet above finished grade. A service platform shall be provided in accordance with UFC 3-410-01. Refer also to Section 01 83 00.

Provide gas monitoring system to monitor the concentration levels of carbon monoxide and nitrogen dioxide in the space. Provide minimum of one carbon monoxide sensor, and one nitrogen dioxide sensor for each 5,000 sq.

ft. of floor area. Provide local wall-mounted audible alarm with manual momentary silence switch to signal high contaminant levels.

The vehicle maintenance bay shall be heated by vertical hot water unit heaters fed from the existing medium temperature hot water (MTHW) system (no glycol). The MTHW system is operated at 180 deg F on the supply side

SECTION 01 86 10 Page 8Am #0003 and 160 deg F on the return side. Confirm this information prior to design.

Provide 4" dryer vent for residential style clothes dryer routed to sidewall vent termination.

It has been determined that an emergency HVAC shut-down switch is not required to be installed as part of this Project per section 3-19.2 of UFC 4-010-01. Low-leakage control dampers are required in ducts leading to the building exterior. Suspended equipment weighing over 31 pounds shall be braced.

The Contractor shall remove the existing vehicle exhaust fan and associated louver at the west end of the existing facility. The existing exhaust duct below grade and in-floor hose reel connections throughout the west side of the facility shall be abandoned in place. The in-floor system shall be filled with flowable fill and the floor patched to match the adjacent surface.

The Contractor shall remove the existing intake louver associated with the existing outside air unit at the west end of the existing facility.

Outside air ductwork shall be routed from a new intake louver installed in the north wall of the existing facility to the intake of the existing outside air unit. Contractor shall relocate the existing outside air unit if necessary to accommodate this work.

1.5 GENERAL REQUIREMENTS

1.5.1 Design Considerations

1.5.1.1 Mechanical Equipment Layout

The mechanical equipment layouts shall be provided with ample space to accommodate routine maintenance of equipment.