Amendment 0004 Specs.pdf

{ADAL Fitness Center} {SH54}

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. The most current edition of the code or standard (with errata and addenda) available at the RFP proposal submission deadline shall be used as criteria for the design - unless noted otherwise. The criteria from these sources may be supplemented, but not supplanted, by applicable criteria contained in nationally recognized codes and standards.

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD 8510.01 (2014; Change 1-2016; Change 2-2017) Risk Management Framework (RMF) for DoD Information Technology (IT)

DODI 8500.01 (2014) Cybersecurity

UFC 1-200-01 (2019; Change 1, 2020) DoD Building Code

UFC 1-200-02 (2020) High Performance and Sustainable Building Requirements

UFC 3-101-01 (2020; Change 1, 2021) Architecture

UFC 3-600-01 (2016; Change 6, 2021) Fire Protection Engineering for Facilities

[*Am-3] UFC 4-010-01 (2018; with Change 1, 2020) DoD Minimum Antiterrorism Standards for Buildings

[**Am-3]

UFC 4-010-06 (2016; Change 1, 2017) Cybersecurity of Facility-Related Control Systems

UFC 4-021-01 (2008; Change 1, 2010) Design and O&M:

Mass Notification Systems

UFC 4-740-02 (2019; Change 1, 2019) Fitness Centers

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST SP 800-82 NIST Special Publication: Guide to Industrial Control Systems (ICS) Security

SCHRIEVER AFB, COLORADO

SAFB Design Guide (May 2021) Schriever AFB Installation Design Guide

SECTION 01 81 00 Page 1

1.2 DESIGN AND CONSTRUCTION OBJECTIVES

The design and construction of an addition to and renovation of the Schriever AFB Fitness Center facility 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 high energy efficiency. This project shall be designed and constructed to achieve federal guiding principles compliance via completion of the Air Force MILCON Sustainability Requirements Scoresheet.

See 01 33 29 SUSTAINABILITY REPORTING for additional information.

The floor plans and elevations provided in this RFP are conceptual and establish the general requirements for square foot area, functional arrangement of rooms and spaces, exterior treatments and the overall unit configuration. During the design stages, the contractor shall make necessary adjustments to ensure constructability and compliance with the RFP criteria and requirements. The plans and elevations do not indicate all necessary construction requirements or components; the RFP describes associated technical, performance and system requirements. Design and construction shall be in accordance with all applicable industry and Air Force criteria, and the requirements of this RFP.

Design Quality Objective: The project objective is to obtain facilities to accommodate a maximum of 5,319 SM (57,253 SF) of new fitness center space and new administrative and training space, and renovation of a maximum of 806 SM (8,675 SF) of the existing facility, with complementary site development, within the funds available. Design quality is achieved through the integration of the facility to the site, balancing architecture features, managing design and construction security requirements, functionality and design for low-cost maintenance and operation. The Government desires to construct facilities of such quality that the foundations, foundation walls, footings, slabs and other foundation components last for a life of 50 years without structural damage, due to expansive soils or other geologic conditions, to the foundation or structures that the foundation supports.

It is desired that all equipment and products be easy to service, maintain, repair, and replace. All products and equipment shall follow industry standards. In extenuating circumstances, the use of special designed or manufactured items may be allowed, but they shall be submitted to the government for review and written approval prior to production, order or manufacture.

Scope of Work:

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 SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND BASIS OF AWARD for complete requirements.

Project architectural features included but are not limited to stud backup wall construction, insulation, doors, windows/curtainwall, building hardware, gypsum wallboard, paint, wall coverings, cabinets, carpets, tile, acoustical ceiling tile, toilets, lavatories and accessories. Mechanical work includes but is not limited to construction of complete HVAC system(s) for the new and renovated facility, boilers and chillers, HVAC equipment and all associated controls, plumbing, EMCS/DDC and fire protection systems, lightning protection systems, complete cathodic protection system

SECTION 01 81 00 Page 2 utilizing sacrificial anodes. Interior electrical includes panel boards, lighting fixtures, and general building power requirements. Communications work includes but is not limited to fiber optic and voice/data cabling including pre-wiring keyless access, CATV, security systems infrastructure, mass notification system and paging system. Anti-terrorism and force protection design and construction will be applied on this project [*Am-3] in accordance with UFC 4-010-01. [**Am-3]

1.2.1 Building Durability

Materials and equipment will be chosen for their durability and minimum maintenance. The building design shall conserve natural and manmade materials.

1.2.2 Site Constraints

See the bridging documents for the proposed project site. The site is highly constrained by a variety of factors. The contractor shall ensure the facility is designed and constructed in compliance with all site constraints including but not limited to the following:

1.2.2.1 Site Access and Work Restrictions

The various components of work fall under different levels of protection and oversight. Close coordination with the Government will be required during all phases of design and construction. See 01 14 00 WORK RESTRICTIONS and the bridging documents for requirements and restrictions related to various components of work.

1.3 PROJECT DESCRIPTION

The purpose of this project is to design and construct an addition to and renovation of the Schriever AFB Fitness Center facility. Major features include gymnasium, fitness areas, shower/locker rooms, and storage.

Administrative functions include offices for Fitness Center staff and a Training/Classroom area.

The new fitness center addition is a two-story building. Certain functions such as major storage, and mechanical, fire riser, and primary electrical service rooms will be located on the first floor as they require visitor access, vehicular access, loading/unloading of materials, and/or access by base maintenance personnel. A lobby is adjacent to the main entry and will includes space for reception with a waiting area in order to process security badges and facilitate access to the rest of the building.

The existing fitness center is a one-story building.

Project architectural features include but are not limited to construction of insulated precast concrete wall panels, metal wall panels, steel stud and masonry walls, concrete slabs, insulation, doors, windows/storefronts/curtainwall, building hardware, gypsum wallboard, paint, wall coverings, cabinets, carpets, tile, acoustical ceiling tile, toilets, lavatories and accessories.

Mechanical features include but are not limited to new HVAC system(s), utility service connections, HVAC equipment and all associated controls, plumbing, EMCS/DDC and fire protection/sprinkler systems. For additional information regarding mechanical requirements see Specification Section 01

86 10 MECHANICAL REQUIREMENTS.

SECTION 01 81 00 Page 3

Interior electrical includes panel boards, lighting fixtures, and general building power requirements. Communications work includes but is not limited to fiber optic and voice/data cabling, including pre-wiring keyless access, CCTV, CATV, and security systems infrastructure. For additional information regarding electrical requirements see Specification Section 01

86 26 ELECTRICAL REQUIREMENTS.

A fire alarm and mass notification system shall be installed throughout the facility in accordance with UFC 3-600-01 and UFC 4-021-01. A fire sprinkler system shall be installed throughout the facility in accordance with UFC 3-600-01.

See all discipline requirements sections of this RFP, combined with the bridging documents for the full technical scope of work relating to this project.

1.4 PROJECT SITE

The project is located at Schriever AFB, Colorado, within the Facility Group 2 area on the installation. Vicinity and location maps are included in the bridging documents provided with this RFP.

1.5 DESIGN AND CONSTRUCTION OBJECTIVES

The primary purpose of this project is to create interior spaces tailored to occupying unit operational needs, with a facility functional life of 50 years. See the bridging documents for floor plans, and see Room Data Sheets for space-by-space requirements for the new facility.

Among the features of work are the following. See individual discipline requirements specifications for additional requirements:

a. Design and installation of an air barrier system for the building addition to meet UFC 3-101-01 and the standards set forth in it.

b. Entire work complete for cybersecurity documentation and alterations to commercial equipment, devices, firmware, and software to satisfy cybersecurity requirements.

c. (Bid Option) Procurement and installation of furniture, furnishings, and equipment (FF&E), including Fitness Center equipment.

d. (Bid Option) Procurement and installation of Electronic Security Systems (ESS) to include facility Access Control System (ACS), and Closed Circuit Television CCTV system equipment and devices.

e. (Bid Option) Procurement and installation of Audio-Visual (A/V) system equipment and devices.

See 00 10 00 SF 1442 AND CONTRACT LINE ITEM PRICING SCHEDULE for a bid schedule including basic bid items as well as bid options.

1.5.1 Site and Infrastructure Functions

Significant site work is required by this project, including building earthwork, parking lots, drives, sidewalks and landscaping, as indicated in the briding documents. Coordinate laydown and staging areas with the Government after contract award; tenative staging areas are indicated in

SECTION 01 81 00 Page 4 the bridging documents.

1.6 PROJECT SCOPE

This project requires design and construction of an addition to and renovation of the Schriever AFB Fitness Center facility as described within this RFP.

The design shall include all work for the fitness center facility, including bid options. See Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES for additional requirements.

1.6.1 Existing Conditions

The existing site is an open site with an existing Fitness Center structure and two existing temporary structures. The site is in the central portion of Schriever AFB.

1.6.2 Demolition

Conduct all demolition necessary to meet all requirements as described in this RFP. See 02 41 00 DEMOLITION for additional requirements. Demolition shall include, but is not limited to the following:

a. Site materials at Fitness Center facility location.

b. Building materials at existing Fitness Center facility.

c. Complete demolition of temporary membrane-covered indoor running track (IRT) structure B122.

d. Complete demolition of temporary modular building structure T-135.

1.6.3 New Work

Provide all work neccessary to construct the Fitness Center facility in full compliance with the bridging documents, and all portions of this RFP -including but not limited to the following:

a. Meet requirements of UFC 3-101-01 ARCHITECTURE, UFC 4-740-02 FITNESS CENTERS, and SAFB Design Guide.

b. Provide walls, substrates, and finishes as indicated by the room data sheets.

c. Provide a fire sprinkler system and sprinkler heads per accommodate floor plan layout per 01 86 13 FIRE PROTECTION REQUIREMENTS.

d. Provide fire alarm and mass notification per 01 86 13 FIRE

PROTECTION REQUIREMENTS.

e. Provide lighting (fixtures, switches, and wiring) per 01 86 26

ELECTRICAL REQUIREMENTS.

f. Provide ceilings where indicated in rooms per 01 82 00 ARCHITECTURAL

REQUIREMENTS.

g. Provide communications infrastructure, equipment, and wiring per

01 86 26 ELECTRICAL REQUIREMENTS.

h. Provide building power, equipment, conduit, wiring, and receptacles per 01 86 26 ELECTRICAL REQUIREMENTS.

SECTION 01 81 00 Page 5

i. Provide HVAC equipment, diffusers, grilles, and associated ductwork per 01 86 10 MECHANICAL REQUIREMENTS.

j. Provide plumbing fixtures, supply lines, vent and waste lines per

01 86 10 MECHANICAL REQUIREMENTS.

k. Install an air barrier system on the exterior walls of the building addition per 01 82 00 ARCHITECTURAL REQUIREMENTS.

l. Provide interior and exterior doors, frames, and door hardware as indicated in the bridging documents and per 01 82 00 ARCHITECTURAL

REQUIREMENTS.

m. Provide Electronic Security System (ESS), facility Access Control System (ACS), and Closed-Circuit Television (CCTV) infrastructure and conduit for new ESS, ACS and CCTV systems (infrastructure/conduit in base bid, ESS, ACS and CCTV cabling, equipment and systems in bid option).

n. Provide A/V system infrastructure and conduit for A/V system (infrastructure/conduit in base bid, A/V cabling, equipment and system in bid option).

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 all provisions of the RFPand referenced 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 shall be met or exceeded. This project utilizes the DoD Building Code, as defined by UFC 1-200-01 and its references.

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;

SECTION 01 81 00 Page 6

b. RFP Specifications;

c. RFP Drawings;

d. UFC 4-740-02;

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

f. Schriever AFB Installation Facilities Standards (IFS) - 10.23.19;

g. Other criteria as listed herein.

***Note that some appendices, such as the Schriever AFB Installation Facilities Standards (IFS) here provided for reference and/or refinement of referenced critera and RFP requirements. These items are labelled as such, and contain disclaimers and caveats as such on their respective cover sheets. The contents of these appendices shall not supercede any codes, criteria, or requirements indicated above except as specifically outlined above.

1.7.3 Shelter-in-Place Provisions

The project design shall accommodate basic provisions for shelter-in-place activities per applicable criteria. The design shall include features, where appropriate, that allow compliance with basic shelter-in-place provisions including but not limited to open space for a short duration stay (5 SF/PN), 100% exhaust air, locking door hardware, space for an appropriately sized emergency provisions kit, etc. [*Am-3] Locations for shelter-in-place activities shall be shown on the RFP Drawings for review by the Government. [**Am-3]

1.7.4 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 drawings 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-valued-priced construction systems for this project that meet or exceed the design criteria set forth herein.

Offerors shall 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.

NOTE: If there is a conflict between the Schriever Air Force Base Installation Facilities Standards (IFS) and the RFP criteria, the RFP criteria governs with questions being directed to the Contracting Officer before proceeding.

1.7.5 Phasing of Work, Security, and Construction Staging

The Contractor shall maintain a construction area fence throughout the

SECTION 01 81 00 Page 7 duration of the contract. See Section 01 89 00 SITE WORK REQUIREMENTS and the bridging documents for additional information.

[*Am-4] Drawing Sheet G-301 shows two phasing plans: one on the existing floor plan layout and one on the new floor plan layout. The intent of these two drawings is to provide a general overview of the construction phasing needed for this project in order to maintain the existing Fitness Center as a useable fitness center during addition and renovation work to the facility.

The Contractor shall develop their own construction phasing plan given the following parameters:

- Separate restroom/shower/locker facilities shall be provided for men and women at all times during the construction. Minimum quantity for women: 3 water closets/3 showers/2 lavatories/20 lockers. Minimum quantity for men: 4 water closets or urinals/4 showers/2 lavatories/30 lockers. These facilities can be in the existing facility or the new facility.

- Mechanical/plumbing/electrical/fire alarm/fire suppression/communication systems serving areas in the existing building that are occupied by the Govt. shall be maintained throughout the various construction phases.

- As noted on Sheet CD100, demolition of B-122 cannot begin until Phase 1 & 2 work is completed and occupied by the Govt.

- During Phase 2 work, the Govt. will not require access to any of the Phase 2 work area. During Phase 2 work, access for Govt. users to the Phase 3 area is to be only through the existing south entrance.

- During Phase 3 work, the Govt. will not require access to any of the Phase 3 work area. [**Am-4]

1.7.6 Sustainability

1.7.6.1 Criteria

Comply with Air Force sustainable design and development (SDD) criteria as follows:

Comply with all the Federal sustainability requirements as detailed in UFC 1-200-02, High Performance and Sustainable Building Requirements.

Design Build Contractor is responsible for all costs and activities required to successfully third-party validate that all of the Federal/UFC requirements have been met using the DoD version of either the US Green Building Council (USGBC)/Green Business Certification Inc. (GBCI) Guiding Principles Assessment or Green Building Initiative (GBI) Guiding Principle Compliance (GPC) system. (See specification section 01 33 29).

Use the AF Sustainability Requirements Scoresheet (attached) to track and report project compliance status at all design/construction submittals; and submit the Microsoft Excel scoresheet, along with the design analysis to AFCEC.CF.SustainableRpt@us.af.mil in conjunction with each design submission and when construction is complete.

SECTION 01 81 00 Page 8

Kari Highlight [*Am-4] Drawing Sheet G-301 shows two phasing plans: one on the existing floor plan layout and one on the new floor plan layout. The intent of these two drawings is to provide a general overview of the construction phasing needed for this project in order to maintain the existing Fitness Center as a useable fitness center during addition and renovation work to the facility.

The Contractor shall develop their own construction phasing plan given the following parameters:

- Separate restroom/shower/locker facilities shall be provided for men and women at all times during the construction. Minimum quantity for women: 3 water closets/3 showers/2 lavatories/20 lockers. Minimum quantity for men: 4 water closets or urinals/4 showers/2 lavatories/30 lockers. These facilities can be in the existing facility or the new facility.

- Mechanical/plumbing/electrical/fire alarm/fire suppression/communication systems serving areas in the existing building that are occupied by the Govt. shall be maintained throughout the various construction phases.

- As noted on Sheet CD100, demolition of B-122 cannot begin until Phase 1 & 2 work is completed and occupied by the Govt.

- During Phase 2 work, the Govt. will not require access to any of the Phase 2 work area. During Phase 2 work, access for Govt. users to the Phase 3 area is to be only through the existing south entrance.

- During Phase 3 work, the Govt. will not require access to any of the Phase 3 work area. [**Am-4]

1.7.6.2 Life-Cycle Cost Analysis (LCCA)

The purpose of the LCCA methodology as detailed in CFR Title 10 Part 436 Subpart A is to identify and compare life-cycle cost-effective (LCCE) building energy and water systems that will in total achieve the energy and water requirements stated in this document. An LCCA is required for the following:

1. Energy consuming systems (ex: HVAC Systems and Domestic Water Heating System)

2. When LCCE is selected as the reason any requirement of the AF Sustainability Requirements Scoresheet is "Partially compliant" or "Not Applicable" (reference paragraph 4-2). The LCCA methodology may also be used to evaluate multiple options, such as selecting the building construction type and comparing compliant materials; and is at the discretion of the project team.

1.7.6.2.1 LCCA Format

Prepare the LCCA in accordance with CFR Title 10 Part 436, Subpart A and NIST Handbook 135 "Life-Cycle Costing Manual for the Federal Energy Management Program". The LCCA must be prepared using the Building LifeCycle Costing (BLCC) program, available from the National Institute of Standards and Technology (http://energy.gov/eere/femp/building-lifecycle-cost-programs). The implied long-term inflation rate and discount rates identified in the Annual supplement to NIST Handbook 135 must be used. A link to BLCC can also be found at the Department of Energy's building energy tools web site:

http://energy.gov/eere/femp/buildinglife-cycle-cost-programs.

1.7.6.2.2 LCCA Building-Level Analysis

Any building-level LCCA must be calculated using a maximum of a 40-year building life and equipment lives based on accepted industry averages.

Individual components or systems life expectancies must be reflected by inclusion of appropriate replacement and salvage values in the appropriate year of this analysis.

1.7.6.2.3 LCCA Individual Component or System Alternatives Analysis

LCCAs comparing at least three individual component or system alternatives must use the estimated life of the mutually exclusive alternative having the longest life, not to exceed 40 years from the beginning of beneficial use or the lowest common multiple of the expected lives of the alternatives. Include the appropriate replacement and salvage values for each of the other alternatives. A number of tools comparing energy system alternatives and evaluating specific efficiency measures may be of benefit in performing energy efficiency calculations. Perform this analysis based on the actual conditions expected over the life of the facility including anticipated occupancies, scheduled hours of operation and process loads.

Use UFC 3410-01 Appendix E.

1.7.6.3 Energy Consumption Reduction Requirement

Meet the requirements of ASHRAE 90.1.

Design the building to achieve at least 30% energy consumption reduction from ASHRAE 90.1 baseline.

SECTION 01 81 00 Page 9

If a 30% reduction is not LCCE, modify the design of the proposed building to achieve an energy consumption level at the highest level of energy efficiency that is LCCE.

Determine energy consumption levels for both the ASHRAE Baseline Building and proposed building alternatives by using the Performance Rating Method found in UFC 1-200-02.

1.7.6.4 Energy Compliance Analysis (ECA)

In the design analysis, include an ECA which demonstrates compliance with all energy related requirements in UFC 1-200-02. Identify the specific energy efficiency criteria that apply to the project, the software used to prepare the necessary calculations, a summary of all input to and output from the calculations, and the calculated baseline and as-designed building energy consumption of the proposed design. Include in the ECA a completed "Performance Rating Report" as shown in Appendix G of the ASHRAE 90.1 "User's Manual." Building-level energy consumption calculations must be performed using a computer program or programs that integrate architectural features such as windows for daylighting, air-conditioning, heating, lighting, and other energy producing or consuming systems. These programs must be capable of simulating the features, systems, and thermal loads used in the design. Include the energy savings and any parasitic energy loads associated with the utilization of recovered energy, solar heat, solar photovoltaic energy and other renewable or waste heat applications. The program must be capable of performing 8,760 hourly calculations. The Department of Energy (DoE) maintains a list of building energy tools for design (such as eQuest).

1.7.6.4.1 ECA Narrative Requirements

ECA LCCA narratives must be prepared by each of the following individuals:

the Lead Project Architect, Lead Project Mechanical Engineer, and the Lead Project Electrical Engineer. List in each of the three narratives the conservation features considered for that discipline; conservation measures adopted in the design; and any supporting LCCA calculations.

1.7.6.5 Total Building Commissioning

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

UFC 1-200-02.

1.7.7 Cybersecurity

All control systems (including systems separate from an energy management control system) shall be planned, designed, acquired, executed, and maintained in accordance with DODI 8500.01, DOD 8510.01, NIST SP 800-82, and UFC 4-010-06, and as required by individual Service Implementation Policy. Systems requiring cybersecurity are listed in 01 86 10 MECHANICAL

REQUIREMENTS.

1.7.8 Bridging Documents

Conceptual drawings of the site plans, floor plans, and elevations are included for use in developing this design.

SECTION 01 81 00 Page 10

1.7.9 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.

1.7.10 Personnel Qualifications and Experience

Design and construction personnel qualifications and experience shall be per the requirements of 01 45 00.00 10 QUALITY CONTROL and 01 33 00.32

DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.7.11 Design and Construction Deliverables

See 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.7.12 Advanced Modeling and Facility Data Requirements

The contractor shall design and construct this project by leveraging BIM, CIM, CAD, and electronic facility data to the greatest extent practical under the scope of this project. See 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/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.

1.7.13 Operations and Maintenance Requirements

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

1.7.14 PCB's, Asbestos and Lead Based Paint

1.7.14.1 Polychlorinated Biphenyls (PCB)

Contractor is required to assure that all electrical equipment including, but not limited to transformers, capacitors, circuit breakers, reclosers, voltage regulators, switches, electromagnets, and cable, shall be PCB free or not be contaminated with PCBs in detectable concentrations. The Contractor shall submit SDS and/or PCB Free certification prepared by the manufacturer for the equipment installed under the project. The Contractor is also responsible for ensuring any equipment to be removed as part of the contract is PCB free. Whether or not equipment is PCB free, the Contractor is responsible for proper disposal and costs associated with the disposal.

1.7.14.2 Asbestos

No asbestos containing material (ACM) shall be used on the Installation.

Asbestos surveys must be accomplished by the Contractor prior to any renovation or demolition which may disturb material in a quantity greater than 260 linear feet on piping, 160 square feet on other surfaces, or a volume equivalent of a 55-gallon drum. Types of materials that must be surveyed include, but are not limited to: floor and/or ceiling tile; tile mastic; roofing materials and flashing mastics; pipe and boiler insulation;

wall coverings; sheetrock joint compound; and transite materials. The Environmental Office maintains records of all ACM on base and will provide the results of any asbestos testing previously accomplished. If no asbestos is identified in the contract drawings or specifications, yet the Contractor suspects asbestos containing material exists in the work area, notify the Contracting Officer immediately for resolution.

When asbestos abatement is required to execute a contract, the Contractor

SECTION 01 81 00 Page 11 shall provide a detailed abatement plan. The Contractor's designated EPA certified asbestos abatement project designer and/or supervisor, or Certified Industrial Hygienist (CIH) or Industrial Hygienist (IH) designated by corporations shall develop an asbestos abatement plan that meets the contractual specifications. At a minimum, the plan shall incorporate the following:

a. Name and certificates of asbestos plan designer and asbestos abatement qualified site superintendent

b. Level of training received by asbestos abatement employees

c. Detail design of containment systems

d. Air monitoring procedures and analysis to include clearance air sampling

e. Certification of laboratory to be used for sampling analysis

f. Disposal plan

In addition, the Contractor shall be responsible for all Colorado Department of Public Health and Environment asbestos notifications and coordination with the Environmental Office.

1.7.14.3 Lead Ba [*Am-3] s [**Am-3] ed Paint (LBP)

No LBP is authorized for use on the Installation. Common sources of lead exposure on base include industrial sources of LBP, lead pipes, firing ranges, and lead acid batteries. The Contractor will cease operations if lead contamination is suspected and contact the Contracting Officer. The Environmental Office maintains records of all LBP and lead containing material on base and will provide the results of any lead testing previously accomplished.

When LBP abatement is required to execute a contract, the Contractor shall provide a detailed abatement plan. The Contractor's designated EPA certified LBP project designer and/or supervisor, or Certified Industrial Hygienist (CIH) or Industrial Hygienist (IH) designated by corporations shall develop an abatement plan that meets with the contractual specifications.

a. Name and certificates of asbestos plan designer and LBP abatement qualified site superintendent

b. Level of training received by LBP abatement employees

c. Detail design of containment systems

d. Air monitoring procedures and analysis to include clearance air sampling

e. Certification of laboratory to be used for sampling analysis

f. Disposal plan

1.8 OVERVIEW OF DESIGN-BUILD PROCESS

1.8.1 Overview

Since the early 1980s Congress has urged the military services to explore alternative construction methods, such as "Design-Build," which includes both design and construction under a single contract. This process is similar to "one-stop turnkey selection procedures" and is defined in Title 10 of the United States Codes, Section 2862.

1.8.2 Process

The design-build process uses a Request for Proposal (RFP) to solicit for

SECTION 01 81 00 Page 12 design and construction of a facility by a single contractual entity, such as a design-build firm, or joint venture between architect-engineer (A-E) and construction firm, or a construction management (CM) firm joint venture with an A-E and a construction firm. A design-build RFP states the project functional requirements, design and engineering criteria, technical performance specifications, and proposal evaluation factors. Potential contractors develop their proposals for the government to evaluate competitively, with the contract award based on a combination of technical merit and price.

In general, the RFP is a conceptual design document and the Contractor is responsible for completing the design and constructing the project. The plans provided in this Request For Proposal (RFP) show the User's intent and expectations. The RFP has developed the site plan and building design and given the facility an architectural character.

The Contractor will be required to coordinate and adjust final dimensioning, detailing, furniture arrangements and other items necessary to make this a usable facility in accordance with the furnished RFP drawings. The design, with permitted flexibility for detailing and contractibility, must be carried through to construction. The design-build contractor is responsible for all design on the project.

The RFP-furnished design drawings may be used by the Contractor. However, the Contractor agrees to hold the Government harmless in acceptance of these drawings. It shall be the design-build Contractor's responsibility to verify all dimensions, drafting and accuracy for the design drawings prepared by the design-build Contractor.

After award of the contract, the design-build contractor will prepare a series of design submittals for review by the Government, so that design and criteria compliance can be effectively monitored. After approval of the final design, construction can begin. On-site construction activities shall not begin prior to Government approval of the respective design and/or design package(s) (to include drawings, specifications, and design analysis) associated with the work to be constructed. See Section 00 22 00 PROPOSAL INSTRUCTIONS, SUBMISSION REQUIREMENTS AND EVALUATION, Section 01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS, and Section 01 32

01.00 10 PROJECT SCHEDULE for additional provisions and requirements for fast-track design.

1.9 DESIGN-BUILD CONTRACTOR REQUIRED A/E SERVICES

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. Modular construction products are concrete block, wallboard, plywood, suspended ceiling systems, recessed lighting, and other manufactured components with dimensions based upon a four (4) inch building module.

1.9.1 Dimensions

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. Modular construction products are concrete block, wallboard, plywood, suspended ceiling systems, recessed lighting, and other manufactured components with dimensions based upon a four (4) inch building module.

SECTION 01 81 00 Page 13

1.9.2 Professional Registrations, Licenses and/or Certifications

The award of contract will be made to one qualified contractual entity that will be responsible for design completion and the entire construction process for the facility. This contractual entity shall employ qualified building design professionals with appropriate professional registration, state licenses and/or certifications. The designer qualifications and experience shall be submitted per the requirements of Section 01 33 00.32

DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.9.3 Request For Proposal - Binding Information

The information contained in this RFP shall be considered binding unless specifically waived by the Contracting Officer. The successful offeror's proposal, along with any clarifications and best and final offers are a binding part of this contract. Site design, building design, architectural character and engineering/performance criteria shall be implemented through construction by the Contractor.

1.9.4 Evaluation of Systems

As part of the basic services, the design-build contractor shall evaluate building systems and components for their possible inclusion into the design. If these systems and components meet the specified design, performance criteria in the RFP, and intent of the design, they may then be incorporated into the work.

1.9.5 Documents Requirements

For a more detailed list of design and construction submittals, see Section

01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.10 COMMON DEFICIENCIES

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

a. Improper or inadequate coordination of project security requirements with the appropriate personnel and criteria.

b. 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.

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

d. 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.

e. 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 RFP. A separate Fire Protection section in the Design Analysis, with input from

SECTION 01 81 00 Page 14 all disciplines, is one area which is often overlooked and shall be included.

f. 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.

g. Not correctly presenting or coordinating (to avoid interference) features of HVAC, Fire Protection, Noise Control, and Physical Security.

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

i. Failure to read/use Technical Notes in the Guide Specifications.

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

k. Sealant details do not reflect actual conditions.

l. Improper use of fire-retardant wood. Fire-retardant wood is combustible;

its use in buildings that are of noncombustible construction is extremely limited (see IBC for the minor allowable uses). Because of the potential for severe degradation, fire retardant plywood shall not be used in a roof or roofing system, or in structural applications.

m. Incorrectly listing trade names in door hardware specifications in lieu of ANSI numbers and failure to correctly specify hardware finishes.

n. Control joints in CMU walls are not shown on both architectural and structural plans, or are inconsistent.

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

p. 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 15

SECTION 01 82 00

ARCHITECTURAL REQUIREMENTS

05/18

PART 1 GENERAL

1.1 REFERENCES

The design publications listed below shall be used as sources of criteria for the design. The most current edition of the code or standard (with errata and addenda) available at the RFP proposal submission deadline shall be used as criteria for the design - unless noted otherwise. The criteria from these sources may be supplemented, but not supplanted, by applicable criteria contained in nationally recognized codes and standards.

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

29 CFR 1910 Occupational Safety and Health Standards

36 CFR 1191 (2017) Architectural Barriers Act (ABA) Accessibility Guidelines

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2019; Change 1, 2020) DoD Building Code

UFC 1-200-02 (2020) High Performance and Sustainable Building Requirements

UFC 3-101-01 (2020; Change 1, 2021) Architecture

UFC 3-110-03 (2012; Change 5, 2020) Roofing

UFC 3-120-01 (2014; Change 3, 2017) Design: Sign Standard

UFC 3-490-06 (2018; Change 1, 2021) Elevators

UFC 3-600-01 (2016; Change 6, 2021) Fire Protection Engineering for Facilities

UFC 4-010-01 (2018; Change 1, 2020) DoD Minimum Antiterrorism Standards for Buildings

UFC 4-740-02 (2019; Change 1, 2019) Fitness Centers

SECTION 01 82 00 Page 1

DoD ABA Memorandum (2008) Dod Memorandum - Access for People with Disabilities

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 611 (2014) Voluntary Specification for Anodized Architectural Aluminum

AAMA 2605 (2017a) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI/SPRI ES-1 (2003) Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE 189.1 (2014) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME A17.1/CSA B44 (2019) Safety Code for Elevators and Escalators

ASTM INTERNATIONAL (ASTM)

ASTM A366/A366M (1997e1) Standard Specification for Commercial Steel (CS) Sheet, Carbon,(0.15 Maximum Percent) Cold-Rolled

ASTM B117 (2016) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM C734 (2015; R 2019) Low-Temperature Flexibility of Latex Sealants After Artificial Weathering

ASTM C834 (2017) Standard Specification for Latex Sealants

ASTM C919 (2012; R 2017) Standard Practice for Use of Sealants in Acoustical Applications

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM D523 (2014; R 2018) Standard Test Method for Specular Gloss

ASTM D1781 (2012) Standard Test Method for Climbing

SECTION 01 82 00 Page 2

Drum Peel for Adhesives Peel Resistance

ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

ASTM D2247 (2015) Testing Water Resistance of Coatings in 100% Relative Humidity

ASTM D4214 (2007; R 2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films

ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E330/E330M (2014) Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E331 (2000; R 2016) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E1980 (2011) Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces

GREEN BUILDING INITIATIVE (GBI)

GBI GP Compliance (2016) GBI Guiding Principles Compliance Program for New Construction (DOD Version)

ILLUMINATING ENGINEERING SOCIETY (IES)

IES HB-10 (2011; Errata 2015) IES Lighting Handbook

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 1 (2000; R 2015) Standard for Industrial Control and Systems: General Requirements

NEMA ICS 2 (2000; R 2005; Errata 2008) Standard for Controllers, Contactors, and Overload Relays Rated 600 V

NEMA ICS 6 (1993; R 2016) Industrial Control and Systems: Enclosures

NEMA MG 1 (2018) Motors and Generators

SECTION 01 82 00 Page 3

NEMA ST 20 (2014) Dry-Type Transformers for General Applications

SCHRIEVER AFB, COLORADO

SAFB Design Guide (May 2021) Schriever AFB Installation Design Guide

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; TIA 18-1) Standard for Portable Fire Extinguishers

NFPA 101 (2021) Life Safety Code

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

NFPA 20 (2018; ERTA 1 2018; TIA 18-1; TIA 18-2)

Standard for the Installation of Stationary Pumps for Fire Protection

NFPA 70 (2020) National Electrical Code

NFPA 80 (2019) Standard for Fire Doors and Other Opening Protectives

NFPA 286 (2019) Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth

[*Am-3] SCHRIEVER AFB, COLORADO

SAFB Design Guide (Jan. 2021) Schriever AFB Design Guide [**Am-3]

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint May 2020) Fire Tests of Door Assemblies

UL 10C (2016) UL Standard for Safety Positive Pressure Fire Tests of Door Assemblies

UL 325 (2017; Reprint Feb 2020) UL Standard for Safety Door, Drapery, Gate, Louver, and Window Operators and Systems

1.2 PURPOSE OF THE FACILITY

1.2.1 Fitness Center

This project consists of the design and construction of a two-story Fitness Center addition with administrative, storage/teaching/training, and support spaces, and renovation of a portion of the existing fitness center, with associated site work, infrastructure, and systems. DD1391 total allowable scope for the Fitness Center addition shall not exceed 5,319 SM (57,253 SF) as defined by UFC 3-101-01 and its references. DD1391 total allowable

SECTION 01 82 00 Page 4 scope for the Fitness Center renovation shall not exceed 806 SM (8,675 SF) as defined by UFC 3-101-01 and its references.

1.3 FUNCTIONAL PLAN REQUIREMENTS

1.3.1 Fitness Center

Architectural concept drawings have been included with this Contract as bridging documents.

1.4 GENERAL DESIGN REQUIREMENTS

1.4.1 Applicable Codes and Criteria

All pertinent building codes, life safety codes, and reference criteria shall be met or exceeded. This project utilizes the DoD Building Code, as defined by UFC 1-200-01 and its references.

All work shall meet the requirements of UFC 3-101-01 ARCHITECTURE, and UFC 4-740-02 FITNESS CENTERS [*Am-3] and SAFB Design Guide [**Am-3].

All work shall meet or exceed the following Schriever AFB standards:

- Schriever AFB Installation Facilities Standards (IFS) - 10.23.19

- SAFB Installation Design Guide - May 2021

1.4.2 Technical Specifications

Government-provided technical guide specifications shall be completely edited and fully coordinated with the drawings to accurately and clearly identify the selected products and installation requirements for this project

Certain specifications and performance requirements, deemed critical to the project, have been included herein. Where requirements are not covered in the guide specifications, specification sections shall be prepared to cover those subjects and shall be in the same format as the guide specifications.

1.4.3 Handicapped Accessibility

Per DoD ABA Memorandum, "It is the goal of the Department of Defense (DoD) to make its facilities accessible to persons with disabilities. To achieve that goal, the Department intends to go beyond the minimum requirements of law. Even if a facility is exempt from coverage under the Architectural Barriers Act of 1968 (ABA), compliance with the standards identified in this memorandum is recommended to the maximum extent that is reasonable and practicable without degrading the facility's military utility."

The facility and site, excluding mechanical, electrical, and telecommunication equipment rooms, shall be designed and constructed to be fully accessible in accordance with the Architectural Barriers Act (

36 CFR 1191).

1.4.4 Occupational Safety and Health

Building design shall comply with 29 CFR 1910 Occupational Safety and Health Standards (OSHA) criteria for all items which must be included in the design to ensure safety compliance.

SECTION 01 82 00 Page 5

1.4.5 Antiterrorism/Force Protection

This building shall include design provisions meeting the requirements of UFC 4-010-01 - DoD Minimum Antiterrorism Standards for Buildings. This includes, but is not limited to, unobstructed space around building, glazing and blast resistance requirements; visual screening; HVAC intake louver locations; and other protective features as outlined in the UFC.

1.4.6 Fire Protection and Life Safety

Fire separation walls and egress from the facility shall meet or exceed the requirements of NFPA 101 - Life Safety Code.