Am-0004_W9128F-20-R-0052.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0004 W9128F

AIR FORCE CYBERWORX, XQPZ 164001, USAF ACADEMY, COLORADO

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of proposals is 11 JUN 2020 at 1400 hours

Government Point of Contact: Brian Finerty, Contract Specialist, Brian.C.Finerty@usace.army.mil

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

See Item 6

W9128F-20-R-0052

05/22/2020

04/16/2020

05/22/2020

Am #0004 - 1

Am #0004 - 2 (Continuation SF 30)

22 May 2020 Solicitation No. W9128F 20 R 0052

Date of Issue: 16 APR 2020 Date of Receiving Proposals: 11 JUN 2020

SUBJECT: Amendment No. 0004 to Request for Proposal Solicitation Package for Construction of AIR FORCE CYBERWORX, XQPZ 164001.

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.) NOT USED

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

Pages or Sections Deleted Pages or Sections Substituted or Added 01 82 00 01 82 00 01 86 26 01 86 26 01 86 29 01 86 29 01 89 00 01 89 00

APPENDIX A APPENDIX A

APPENDIX B APPENDIX B

c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border, and reissued with this amendment.

1. SHEET C-110.1, SITE UTILITY PLAN OPTION ITEMS

2. SHEET A-301, BUILDING ELEVATION – NORTH & EAST

3. SHEET A-301.1, BUILDING ELEVATION – NORTH & EAST – OPTION ITEMS

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 22 00 of the Request for Proposal.

4. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 11 JUN 2020.

Attachments:

Specifications listed in 1.b., above Drawings listed in 1.c., above

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

Am #0004 - 3 (Continuation SF 30)

22 MAY 2020

nep/2160

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Air Force CyberWorx US Army Corps of Engineers US Air Force Academy, CO XQPZ164001

Section 01 82 00 Page 1

SECTION 01 82 00

ARCHITECTURAL BUILDING REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The design publications listed below shall be used as sources of criteria for the architectural design. The most current edition of the code or standard 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.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 General Building Requirements, dated 08 October 2019

UFC 1-200-02 High Performance and Sustainable Building Requirements, with Change 4, dated 01 October 2019

UFC 3-110-03 Roofing, with Change 4, dated 29 October

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, December 12, 2018

MIL HDBK 1190 Facility Planning and Design Guide (1987 or most current issue)

U.S. DEFENSE INTELLIGENCE AGENCY (DIA)

ICD 705 Sensitive Compartmented Information Facilities (May 2010)

ICS 705-1 Physical and Technical Standards for Sensitive Compartmented Information Facilities

ICS 705-2 Standards for the Accreditation and Reciprocal Use of Sensitive Compartmented Information

IC Tech Spec – for ICD/ICS 705 Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities, Version

1.4 (28 September 2017)

Am #0004

Section 01 82 00 Page 2

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

29 CFR 1910 Occupational Safety and Health Standards

U.S. AIR FORCE ACADEMY

IFS USAFA Installation Facility Standards

1.2 PURPOSE OF THE FACILITY

A properly sized and configured Air Force CyberWorx is required to support training of cadet candidates, permanent party, other governmental partners and business partners. The goal is to achieve the unity of effort required to prevent malicious, covert attempts to interrupt and compromise the functional capacity of the DoD networks. The process of monitoring, identifying, and countering these attacks will require a collaborative environment within which elements of all cyber activities can be represented, in a collocated manner while executing passive, active, and defensive network operations. This facility will incorporate new technologies and processes that will generate beneficial synergies through integration and collaboration. Through an open work environment that incorporates scalable, reconfigurable work spaces, cyber assets will be able to achieve both actual and virtual collaboration while maintaining their functional discipline.

1.3 FUNCTIONAL PLAN REQUIREMENTS

1.3.1 Facility Design

The CyberWorx facility and site design have been developed in conjunction with preparation of this design/build RFP and approved by the Air Force Academy. The Air Force Academy has determined that this solution meets the User's needs and USAFA aesthetic standards and requirements for this project. It is important that the proportional integrity of the design be maintained, however, minimal design alterations which only slightly modify the furnished solution, will be reviewed for their design merits against the furnished criteria and may be accepted subject to Government approval.

The canopy design shall comply with all standards referenced within paragraph 1.1 of this section 01 82 00.

1.3.2 Antiterrorism/Force Protection

[*Am-4]

This facility shall follow the requirements of UFC 4-010-01, DoD Minimum Antiterrorism Standards for New construction facilities.

1.3.3 DESIRED IMAGE AND ARCHITECTURAL COMPATABILITY

Architectural Uniqueness: This facility will use USAFA design standards as the basis for the design. However, the scale of the building will not allow a copy of adjacent buildings. USAFA desires a facility that will look like a logical extension of the original design of the Cadet Area.

The building should be considered as a 'pavilion' on a raised plinth

Section 01 82 00 Page 3 above the parade field. Additionally, the building exterior design shall project an exciting image commensurate with the creative work being done in the facility. Likewise, the interior shall encourage creativity and collaboration though its design similar to creative environments at Google or Walt Disney Imagineering as examples.

1.4 TECHNICAL SPECIFICATIONS

UFGS specifications are required and the technical specifications shall be developed and coordinated with the drawings to accurately and clearly identify the selected products and installation requirements proposed for this facility.

Certain specifications, 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 RFP and UFGS specifications.

1.5 TYPE AND METHOD OF CONSTRUCTION

1.5.1 Facility Construction

The facility shall be designed as permanent construction. The definition of permanent construction per MIL HDBK 1190 is, "Buildings and facilities designed and constructed to serve a life expectancy of more than 50 years, should be energy efficient, and must have finishes, materials, and systems selected for low maintenance and low life-cycle cost." Reference UFC 1- 200-02 High Performance and Sustainable Building Requirements for additional design criteria.

Types and methods of construction limited to the criteria established in this section and all other sections of the RFP shall meet all governing code applications.

Where wood construction is used, such as at roof cant strips, wood products shall be treated. Primarily, wood shall be used in an ancillary use (blocking, etc.), not as a prime construction material, and only in applications specifically permitted by the IBC for the designated construction type.

Methods, materials, systems, etc. shall be of a quality that requires little or no maintenance.

1.5.2 Exterior Finish Materials

Exterior materials have been selected to be compatible with other facilities at the Air Force Academy. Finish materials shall be provided on the basis of the criteria outlined in the USAFA design guides and standards. The Contractor shall not change the exterior material selections or colors indicated herein without specific approval by an authorized government representative and the USACE.

1.5.3 Exterior Wall System

See Section 01 83 00 STRUCTURAL REQUIREMENTS for the structural requirements of the exterior walls and canopies. Exterior Wall Sheathing

Section 01 82 00 Page 4 shall be attached to the framing and/or structural substrate. The exterior finish shall be prefinished metal panels with a clear anodized finish and accent panels with custom color that match's the Cadet area color “blue.”

Air Barrier System:

Provide continuous air barrier system. All six sides of the building must have a continuous air barrier system that will be tested in accordance with UFGS 07 27 10.00 10 Building Air Barrier System and tested in accordance with UFGS 07 05 23 Pressure Testing an Air Barrier System for Air Tightness. Air barrier system must be accounted for in the below grade areas of this building as well as the overhang area. Contractor shall provide all adequate details for the construction and testing of the air barrier system. Air barrier system must adequately interface with roofing systems and window wall systems.

Metal Wall Panels:

Panels shall be a composite aluminum and shall have a clear anodized finish and accent wall with prefinished color as indicated on the drawings. Contractor shall provide a 24"x24" sample submitted to the Government for final approval. Panels shall consist of a minimum .020 face sheet with manufacturer's standard Anodized finish. Panels shall have the standard manufacturer’s backer sheet with an extruded thermoplastic core formed in a continuous process. Total panel thickness shall have a minimum 0.16 in (4mm) thickness. 1 1/2" overall panel thickness with dry set recessed panel joint cover installed, shall be installed over a solid substrate, which shall be plum and level to within 1/8" in 10'-0" (non-accumulative). Furnish with manufacturers standard trim and flashing components. All joint patterns indicated on drawings must be maintained.

Exterior Mosaic Tile Optional Bid Item (OBI # 16):

Mosaic tile to be Venetian fractured glass mosaic tile to match the original tile in the USAFA Cadet area. Standing format pattern, blue color and 1/4"x1/2” size to match the original tile. The grout to blend with tile color.

Tile adhered to exterior glass mat sheathing over exterior wall system.

Exterior Glazing:

Exterior insulated laminated glass required to comply with force protection requirements. The thickness of the laminated glass is dependent on the size of the glass pane. Color to be solar gray per the USAFA IFS.

Exterior Wall Systems:

Aluminum Curtain Wall system with both outside glazed, captured mullions and structural silicone glazed mullions.

Aluminum Storefront System with center glazed captured mullions.

Exterior Windows shall be designed to resist the applicable explosive weights at the available standoff distances and shall comply with the provisions of UFC 4-010-01.

Finish – Clear anodized aluminum.

Section 01 82 00 Page 5

Exterior Curtain Wall System Optional Bid Item (OBI # 17):

Exterior frameless curtainwall system.

[*Am-4] Tension façade system - The cable net system to be a two-way net spanning both vertical and horizontal. Glass panels mounted by the use of custom patch fitting clamps made of stainless steel.. Cables up to 1.25” diameter and tensioned up to 60kips each.

The tension structure to meet high performance requirements for seismic loads, live and dead loads, and wind loading, including USAFA wind requirements. Larger patch fittings to be used at the four-way intersections and smaller fitting to be used at the intermediate locations to reduce defection.

Coordination with Security Forces will be required to meet any additional requirements.

Exterior Aluminum Fin System Optional Bid Item (OBI # 15):

Clear anodized aluminum fins with custom shape. Externally mounted to structure at top and bottom with metal brackets. Additional mid-span supports may be required.

Fins to have a curved, tapered edge.

1.5.4 Roof System

The roofing system shall consist of a Thermoplastic polyolefin (TPO) single-ply roofing membrane minimum 72 mil (light grey), or other roofing material identified below, over cover board per UFC 3-110-03. Provide rigid insulation under underlayment (R38 min.) The system shall be installed over steel roof decking and support structure having a 1/2 inch per foot minimum slope. The roof system shall be rated for a 110 MPH wind speed with a 20 year warranty. The roof system shall be designed in a manner that no visible edges or ridges are noticeable by approaching vehicles. A vapor barrier shall not be required unless requirement is needed to meet any warranties. Otherwise a vapor barrier shall be installed between the roof deck and the roofing membrane consistent with the roofing manufacturer's recommendations as required for a 20 year roofing warranty that is rated for 110 MPH wind speeds.

The following roofing systems are allowed by the USAF Academy and UFC 3- 110-03:

Asphalt BUR Membrane, modified, granules, white finish.

Theroplastic Polyolefin (TPO), single ply roofing membrane, min. 72 mil, light grey finish.

Contractor shall refer to UFC 3-110-03 Roofing, and coordinate with a Government representative and the USAF Academy with any conflicts with the roofing design.

The roof drain system shall be internal, with roof drain leaders integrated into the wall and column system (Down spouts are not permitted).

Design shall limit penetrations and flashings in order to minimize

Section 01 82 00 Page 6 potential roof leakage. Where possible, roof drains shall be located outside of shaded areas and snow drifting locations.

Safety Equipment Attachments: Permanent roof anchors for Fall Arrest Safety Equipment "tie-offs" shall be provided and installed by the roofing manufacturer as part of the roofing system. The fall arrest anchor attachments need to comply with OSHA 29 CFR 1910 for spacing between units and provide support for the overall absorbed weight displacement experienced during a fall event. The anchors need to be constructed of a non-corrosive material that is compatible with the roofing products and finished to match the color of the coping.

1.5.5 Interior Modular Glass Partitions

Integrated prefab construction, glass fronts, 1/4" thick clear tempered glass, center mount, slim profile, unitized, clear anodized frame finish.

1.5.5.1 Optional Bid Items

OBI # 9 Glass Partitions on Levels 1, 2, 3 between grid lines A and G.

OBI # 13 Glass Partitions on Levels 2, 3 between grid lines XX and A.

OBI # 14 Glass Partitions on Mezzanine Level 3.5 between grid lines XX and A.

1.5.6 Interior Caulking and Sealants

For general interior applications sealant shall be an acrylic polymer sealant complying with ASTM C 834.

Interior Traffic Locations

For joints in horizontal surfaces, provide ASTM C 920, Type C, Type S or M, Grade P, Class 25, Use T.

1.5.7 Doors

Exterior Doors:

Standard glass doors per window wall system manufacturer. Glazing and frame to match the window wall system.

Exterior doors shall be designed to resist the applicable explosive weights at the available standoff distances and shall comply with the provisions of Standards 12, of UFC 4-010-01.

Glazed Retractable Exterior Door - All Glass Single Track Sliding Glass Panel System, Weather Protected, with 9/16” laminated glass similar to ClimaClear by NanaWall. Panel widths to match the window wall system above. Doors shall comply with the provisions of Standard 12, of UFC 4-010-01.

Interior Doors:

Aluminum framed fully glazed doors, narrow stile frame, with single layer of tempered glass.

Solid core door with wood veneer. 1-3/4” thick. Transparent finish.

Interior Overhead Doors Optional Bid Item (OBI # 12):

Section 01 82 00 Page 7

Skyfold Overhead Doors – Two leaf foldaway counterweight balanced door, fully glazed with tempered glass, motorized. Frame finish powder coated to match interior aluminum storefront frame finish (clear anodized).

Interior Glass Folding Partition Optional Bid Item (OBI # 12):

Aluminum framed monumental folding panel system, glass wall system, with swing panel entry door. Tempered glass. Similar to NanaWall SL45 system.

Operable panel partition, fabric finish, STC rating of 50. Similar to Hufcor Series 600.

Door Hardware

Provide cylinders and cores for new locks, including locks provided under other sections of this specification. Cylinders and cores shall have six pin Yale series tumblers. Cylinders shall be products of one manufacturer, and cores shall be the products of one manufacturer.

Hardware core system shall be master keyed to this facility only.

Keying to match USAFA master keying system.

Provide lever handles in lieu of knobs.

Hardware shall have BHMA 630 finish (satin stainless steel). Provide items not manufactured in stainless steel in BHMA 626 finish (satin chromium plated) over brass or bronze. Both interior and exterior door hinges shall be stainless steel with BHMA 630 finish. Hardware for aluminum doors shall be finished to match the doors.

1.5.8 Interior Wall Finishes

Paint:

In addition to requirements specified elsewhere for environmental protection, provide coating materials that conform to the restrictions of the local Air Pollution Control District and regional jurisdiction, and UFC 1-200-02, High Performance and Sustainable Building Requirements.

EXTERIOR PAINT

STEEL / FERROUS SURFACES

A. New Steel that has been hand or power tool cleaned to SSPC SP2 or SSPC

SP 3

1. ALkyd; MPI REX 5.1D-G5 Primer: Intermediate: Topcoat:

MPI 134 MPI 11 MPI 11

INTERIOR STEEL / FERROUS SURFACES

A. Metal, Mechanical, Fire extinguishing sprinkler systems exposed to view including valves, conduit, hangers, supports. Surfaces adjacent to painted surfaces (Match surrounding finish), and miscellaneous metal items not otherwise specified except floors, hot metal surfaces, and new

Prefinished equipment:

1. High Performance Architectural Latex MPI INT 5.1R-G5 (Semigloss)

Section 01 82 00 Page 8

MPI 79 MPI141 MPI 141

Miscellaneous non-ferrous metal items not otherwise specified except floors, hot metal surfaces, and new prefinished equipment. Match surrounding finish:

1. High Performance Architectural Latex MPI INT 5.4F-G5 (Semigloss)

MPI95 MPI141 MPI141

INTERIOR GYPSUM BOARD

New Wallboard not otherwise specified:

New; MPI INT 9.2M-G3 (Eggshell) Primer: Intermediate Topcoat:

MPI50 MPI145 MPI145

Other:

See Spec Section 018400 Interior Design Requirements for other interior wall finishes.

1.5.9 Floor Finishes

See Spec Section 018400 Interior Design Requirements.

1.5.10 Floors

Concrete slab on grade, provide Class B, five-ply vapor barrier/retarder under the floor slab to comply with ASTM E 1745.

Concrete topping on metal deck.

Raised access floor system, 2’-0” high, 24’x24” size, with cementitious filled trays (Level 03 only). Finished elevation of raised floor to match height of adjacent floors.

Refer to Section 01 83 00 STRUCTURAL REQUIREMENTS for floor loading requirements.

1.5.11 Stairs

STAIR 1 Atrium:

A large-volume space created by a floor opening or series of floor openings connecting two or more stories that is covered at the top of the series of openings and is used for purposes other than an enclosed stairway; an elevator hoist way; an escalator opening; or as a utility shaft used for plumbing, electrical, air-conditioning, or communications facilities. Per NFPA 101 Section 3.3.27.

Atrium allowed in new B Occupancies per Chapter 38. Per NFPA 101 Chapter 38.

Unless prohibited by Chapters 11 through 43, an atrium shall be permitted, provided that all of the following conditions are met

Section 01 82 00 Page 9

(per NFPA 101 Section 8.6.7):

The atrium is separated from the adjacent spaces by fire barriers with not less than a 1-hour fire resistance rating, with opening protectives for corridor walls, unless one of the following is met (per NFPA 101 Section 8.6.7 (1)):

Any number of levels of the building shall be permitted to open directly to the atrium without enclosure, based on the results of the engineering analysis required in 8.6.7 (5).

Per NFPA 101 Section 8.6.7 (1)(b).

For other than existing, previously approved atriums, an engineering analysis is performed that demonstrates that the building is designed to keep the smoke layer interface above the highest unprotected opening to adjoining spaces, or 6 ft (1830 mm) above the highest floor level of exit access open to the atrium, for a period equal to 1.5 times the calculated egress time or 20 minutes, which-ever is greater (engineering analysis under separate cover). Per NFPA 101 Section 8.6.7 (5).

Access to exits is permitted to be within the atrium, and exit discharge in accordance with 7.7.2 is permitted to be within the atrium. Per NFPA 101 Section 8.6.7 (2).

The occupancy within the atrium meets the specifications for classification as low or ordinary hazard contents. Per NFPA 101 Section 8.6.7 (3).

The entire building is protected throughout by an approved, supervised automatic sprinkler system in accordance with Section

9.7. Per NFPA 101 Section 8.6.7 (4).

Smoke Control Systems:

Must be designed and listed as required by NFPA 92 Standard. The designated fire protection engineer of record shall perform the rational analysis to establish a design fire as basis. If CFD (Computational Fluid Dynamic) modeling is unable to demonstrate system viability without replacement air, provide make-up air system design for natural venting smoke control system in accordance with calculation procedures outlined in ASHRAE/ICC/NFPA/SFPE Handbook of smoke control engineering per the NFPA 92 Standard for smoke control systems. Note the maximum value of 200 ft/min may be exceeded provided an engineering analysis of the effect of a higher makeup air velocity can also be demonstrated by CFD modeling or other simulation means.

STAIR 2 & 3

Stair Enclosures: Stairs used as a component in the means of egress shall conform to the general requirements of Section 7.1 and to the special requirements of 7.2.2

1.6 FUNCTIONAL REQUIREMENTS

Section 01 82 00 Page 10

1.6.1 Equipment and Furnishings

Contractor Furnished and Contractor Installed equipment within this facility shall include all items fastened to the building structure. This includes but is not limited to:

Electronic Security System (rough-in only) CCTV system (rough-in only) Miscellaneous Metals Shelving & racks Exterior Signage

1.6.2 Occupational Safety and Health

Building design shall comply with OSHA Occupational Safety and Health

Standards criteria for all items which must be included in the design to ensure safety compliance.

1.6.3 Handicapped Accessibility

The entire facility shall comply with all handicap accessibility requirements. Handicapped facilities shall be in compliance with the requirements of the, American with Disabilities Act, Architectural Barriers Act (ABA), and ICC ANSI A117.1 Accessible and Usable Buildings and Facilities. In situations where conflicts exist between UFAS and ADA/ABA requirements, the more stringent requirement shall govern.

Main Elevator - The facility to have one elevator. Design per UFC 3-490-

06. Three stops. One opening per floor. Machine-room-less elevator. 8 foot high door openings.

Mezzanine Elevator (OBI # 14)

As part of the mezzanine addition a second elevator is to be provided to access the mezzanine on the third floor from the third floor level only. Two stops. One opening per stop. 7 foot high door openings.

Design per UFC 3-490-06 with the following exceptions:

Machine-room-less elevator.

Pit-less elevator.

Glass walls to allow views through exposed structural frame.

1.6.4 Security

Refer Section 01 86 26 Electrical Requirements

1.6.5 Secured Area (OBI # 22)

Secured Area on level 1 to be constructed to the following standard: ICD 705 Sensitive Compartmented Information Facilities.

1.6.6 Miscellaneous

1.6.6.1 Site Signage

Refer to Section 01 89 00 SITE WORK REQUIREMENTS for road signage requirements.

Section 01 82 00 Page 11

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

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Section 01 86 26 Page 1

SECTION 01 86 26

ELECTRICAL REQUIREMENTS

PART 1 ELECTRICAL DESCRIPTIONS AND NARRATIVES

1.1 GENERAL

Electrical systems, including, but not limited to exterior power distribution, interior power, exterior and interior lighting, exterior and interior telecommunications infrastructure, public address system, mass notification system, lightning protection system, CATV System, fire alarm and detection, security system, smart technology and Cathodic protection shall be designed to comply with this section and the documents listed below to the extent referenced in this section. The publications are referred to in the text by basic designation only.

Drawings, specifications, design analysis, product information sheets and calculations shall be provided for all design submittals.

Provide new electrical systems, complete and ready for operation. The design and installation of all electrical systems, including manufacturer's products, shall meet the instructions and requirements contained herein (including the associated RFP drawings) and the requirements of the provided technical guide specifications. Where conflicts between these instructions and the guide specifications or criteria exist, these instructions shall take precedence. Any installation requirements within these instructions, but not contained in the specifications, shall be added to the specifications or shown on the drawings. For minimum specification requirements, see paragraph TECHNICAL

SPECIFICATIONS.

Electrical designs shall give maximum consideration to the comfort of the occupants. The designs shall also be economical, maintainable and energy conservative. The designs shall also take into account the functional requirements and planned life of the facility. Electrical designs shall also consider life cycle operability, maintenance and repair of the facility and real property installed equipment components and systems.

Ease of access to components and systems in accordance with industry standards and safe working practices is a design requirement. All like equipment and accessories shall be from a single manufacturer.

The information presented within the specification and on the associated drawings shall be used together to form the RFP documents. The information shown on the drawings does not provide relief from the requirements of the specification and the information provided in the specifications does not provide relief from the requirements shown on the drawings. Neither document identifies all the requirements when held by separately, they must be used together. In the event that there is a conflict between the drawings and specification, the document which best reflects the needs of the government shall prevail.

Optional Bid Items:

OBI # 6 - Procure and install CCTV system equipment and devices.

Section 01 86 26 Page 2

OBI # 7 - Procure and install intrusion detection system.

OBI # 8 - Procure and install electronic security system.

OBI # 22 – Additional cost to construct secured area.

1.1.1 References

Publications, codes, specifications, and standards shall be used as the basis for the project design and shall include, but not be limited to the following. Publications and codes that imply recommendations shall be taken to be mandatory. The latest edition for each publication shall be used.

AIR FORCE HANDBOOK

AFH 32-1084 Standard Facilities Requirements Handbook

AIR FORCE INSTRUCTION (AFI)

AFI 31-101 The Air Force Installation Security Program

AFI 32-1063 Electric Power Systems

AFI 32-1064 Electrical Safe Practices

AFI 32-1065 Grounding Systems

AFI 33-203 Emission Security Countermeasures Reviews

AFI 33-221 Communications Security: Protected Distribution Systems (PDS)

AIR FORCE SECURITY SYSTEM INSTRUCTION

AFSSI 7700 Information Assurance

AFSSI 7702 Countermeasures

AFSSI 7703 Protected Distribution Systems (PDS) and Controlled Access Areas (CAAs)

AMERICAN NATIONAL STANDARDS INSTITUTE

ANSI A117.1 Accessible and Usable Buildings and Facilities

ANSI TIA/568-C.0 Generic Telecommunications Cabling for Customer Service

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

ANSI TIA/568-C.2 Commercial Building – Telecommunications

Cabling Standard – Part 2: Balanced Twisted Pair Cabling Components

ANSI TIA/568-C.3 Optical Fiber Cabling Components Standard

Section 01 86 26 Page 3

ANSI TIA/569-B Commercial Building Standards for Telecommunications Pathways and Spaces

ANSI TIA/590-A Standard for Physical Location and Protection of Below Ground Fiber Optic Cable Point

ANSI TIA/606-A Administration Standard for the

Telecommunications Infrastructure

ANSI TIA/758-A Customer-Owned Outside Plant Telecommunications

Cabling Standard

ANSI TIA J-STD-607-A Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications

ARMY CORPS OF ENGINEERS (COE)

Corps of Engineers Standard Electrical Distribution Details, http://cadlib.wes.army.mil CADD Details Library, Electrical Details Electrical Service and

Distribution

Omaha District Design Guide

ENGINEERING TECHNICAL LETTER (ETL)

ETL 01-18 Fire Protection Engineering Criteria – Electronic

Equipment Installations

ETL 02-12 Communications and Information System Criteria for Air Force Facilities

ETL 08-13 Incorporating Sustainable Design and Development and Facility Energy Attributes in the Air Force Construction Program

ETL 09-11 Civil Engineering Industrial Control System

Information Assurance Compliance, with Change 1

ETL 99-4 Fire Protection Engineering Criteria and

Technical Guidance – Emergency Lighting and Marking of Exits

ILLUMINATING ENGINEERING SOCIETY (IES)

IES Illuminating Engineering Society Handbook

MILITARY HANDBOOK

MIL HDBK 419 Grounding, Bonding and Shielding for Electronic

Equipment and Facilities

MIL HDBK 1013-1A Design Guidelines for Physical Security of

Facilities

MISCELLANEOUS REFERENCE DOCUMENTS

Section 01 86 26 Page 4

ICS 705-1 Intelligence Community Standard; Physical and

Technical Security Standards for Sensitive Compartmental Information Facilities

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 National Electrical Code

NFPA 72 National Fire Alarm Code

NFPA 75 Standard of the Protection of Electronic

Computer/Data Processing Equipment

NFPA 101 Life Safety Code

NFPA 780 National Lightning Protection Code

ANSI/ASHRAE/IES STANDARD

90.1 2013 Energy Standard for Buildings

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01 DoD Building Code

UFC 1-200-02 High Performance and Sustainable Building

Requirements

UFC3-401-01FA Utility Monitoring and Control Systems

UFC 3-501-01 Electrical Engineering

UFC 3-520-01 Interior Electrical Systems

UFC 3-530-01 Interior and Exterior Lighting Systems and

Controls

UFC 3-550-01 Exterior Electrical Power Distribution

UFC 3-570-02A Cathodic Protection

UFC 3-575-01 Lightning and Static Electricity Protection

System

UFC 3-580-01 Telecommunications Building Cabling Systems

Planning and Design

UFC 3-600-01 Fire Protection Engineering for Facilities

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

UFC 4-020-01 DoD Security Engineering Facilities Planning

Manual

Section 01 86 26 Page 5

UFC 4-020-04A Electronic Security Systems

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

1.1.2 Facility Description

The new CyberWorx Facility at the United States Air Force Academy (USAFA) is approximately 33,000 square feet. Typical spaces within the facility include standard various laboratories (Forensics/Reverse Engineering, Cyber Security, Robotics, Industrial Controls, X-Domain, etc.), offices, break out rooms, lounge/break room, locker rooms, restrooms, Secure Areas, conference rooms, and building support spaces.

The user will have a mobile command center (under an optional bid item) that will parked in the parking lot during normal circumstances. The mobile command center requires power and communications but will be funded and designed under the separate project.

The user requires six remote antennas with connectivity to the facility.

The antennas will be located near the existing observatory located south east of the facility. The remote antennas will require power and communications.

1.1.3 Standard Products

Material and equipment shall be a standard product of a manufacturer regularly engaged in the manufacturing of the product and shall essentially duplicate items that have been in satisfactory use for at least 2 years prior to bid opening. The label or listing of the Underwriters Laboratories will be accepted as evidence that the materials or equipment conform to the applicable standards of that agency. In lieu of this label or listing, a statement from a nationally recognized, adequately equipped testing agency indicating that the items have been tested in accordance with required procedures and that the materials and equipment comply with all contract requirements will be accepted.

1.1.4 Seismic Protection

Seismic Protection for electrical equipment shall be designed and installed in accordance with the requirements of Seismic Protection for Miscellaneous Equipment Specification UFGS SECTION 13 48 00 and Seismic Protection for Electrical Equipment Specification UFGS SECTION 26 05 48.00 10.

1.1.5 Special Environmental Conditions

Electrical equipment such as facility transformers, generators, motors, and other electronic assemblies shall be de-rated for altitude - 7110 feet above sea level.

Transformers shall be de-rated for altitude (1/2 percent for each 330 feet or fraction thereof above 3300 feet mean sea level).

1.1.6 Building Work Demarcation

Section 01 86 26 Page 6

A demarcation line extending 60-inches from the perimeter walls of a building has been established to distinguish between the work performed under building specifications and site work documents. (Example:

Underground conduit under a floor slab and extending to the 60-inch line would be covered by UFGS 26 20 00 and beyond that point by UFGS 33 71 02.00.)

1.1.7 Accommodation of Disabilities

All designs shall incorporate provisions of the Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities, NFPA 72 and the Uniform Federal Accessibility Standards (UFAS). All aspects concerning placement and sizing from these standards shall be incorporated. In case of a conflict between the ABA and UFAS or the ABA and NFPA 72, the ABA shall govern. Provisions pertaining to clearances shall generally be accommodated by other disciplines. However, the design shall observe some precautions such as avoiding equipment configurations that would project into restricted clear space in corridors.

1.1.8 Color of Exterior Equipment

All Exterior electrical equipment such as the service entrance transformer, pad-mounted switches etc. shall be factory painted the base standard color. Coordinate with the base Architect for standard color chip number.

1.1.9 Copper

All wire, transformer windings, panel and switchgear busses, etc. shall be copper. Aluminum is not permitted.

1.1.10 Exterior Conduits (Power, Telecommunications, Security, Control, Etc.)

Communications shall not share conduit with power. All conductors shall be installed in conduit. Unless otherwise noted, conduits required to be concrete encased shall be Schedule 40 PVC, at a minimum of 36" below grade to top of duct bank. Non-encased conduits shall be Schedule 40 PVC, minimum 24" below grade to top of conduit and Schedule 80 PVC, minimum 24" below grade to top of conduit when routed below pavement.

1.2 COORDINATION OF ELECTRICAL CRITERIA

All electrical criteria provided in this section shall be coordinated with the architectural section, communications section, mechanical section, fire protection section, structural section, interior design section, civil and site section, and all other sections not mentioned herein. The numbers and locations of the electrical equipment detailed in the electrical requirements are approximate. The contractor’s design shall meet the intent of the electrical requirements provided in this section.

The contractor shall coordinate the final locations of all electrical equipment with the base users. The final direction shall be provided by the Contracting Officer’s Representative in the field after the award of the RFP.

Section 01 86 26 Page 7

1.3 EXTERIOR PRIMARY ELECTRICAL DISTRIBUTION SYSTEM

The majority of the primary electrical distribution system at the Air Force Academy is owned and maintained by Colorado Springs Utilities (CSU).

CSU will be responsible for the design of the site electrical to the CyberWorx building, but the following information is provided to show intent. All primary electrical work shall be in accordance with the Colorado Springs Utilities Guidelines and Requirements.

The existing primary electrical line routes along the east parking garage entrance to CETF. This entrance be closed, and the road will be removed to make way for the new building and associated parking lot. As a result, CSU may need to relocate approximately 650’ of primary feeder. As part of this effort it is assumed the CSU will relocate the existing feeder and provide a new feeder from an existing sectionalizer switch to feed the building. A new facility transformer will need to be installed to support the new facility. Based on the current square footage the transformer size is estimated to be 500KVA with a secondary voltage of the 277/480V, 3-phase. The transformer size shall be validated by the Designer of Record (DOR) via load calculations.

CSU will provide the primary feeder wire, facility transformer, transformer pad and make all terminations to the transformer. The electrical contractor shall provide the primary feeder conduit, prepare the site for the facility transformer and provide all secondary distribution from the transformer to the building. Although CSU will be providing the design and modifications associated with primary distribution, the cost for these efforts shall be included in the project cost.

1.3.1 Transformer Location

Transformers of the mineral oil insulated or low flammability ("non-flammable", "less flammable liquid-filled") type shall be located per UFC 4-010-01 DOD Minimum Anti-Terrorism Standards for Buildings. In no case shall the transformer be located inside the 33’ clear obstruction zone around the facility.

1.3.2 Transformer Grounding

a. On a grounded-wye secondary, a ground strap is required from XO to be isolated from the frame.

b. Service from transformer to building shall not have an equipment grounding conductor.

c. Provide transformer ground ring. Provide a #4/0 AWG bare copper conductor around concrete pad with a ground rod at each corner. Equip one ground rod with an inspection well.

d. Extend separate conductors from arresters and transformer neutral/housing and connect to the ground ring.

e. Not used.

f. Provide any other connections required by the NEC or NESC.

Section 01 86 26 Page 8

1.4 EXTERIOR UNDERGROUND SECONDARY ELECTRICAL DISTRIBUTION REQUIREMENTS

Exterior secondary electrical distribution system to the facility shall be 277/480 Volt, 3-phase, 4-wire underground feeder in schedule 80 PVC conduit to a Main Distribution Panel (MDP). The main feeder and MDP shall be sized to have a minimum of 20% spare capacity at the end of the project above the estimated maximum demand for the building. Design of the exterior secondary electrical system shall be in accordance with Electrical Distribution System, underground - UFGS Section 33 71 02.00 and the requirements of this section. See paragraph Equipment Sizing Requirements and Ratings.

1.4.1 Underground Service Entrance/Feeder/Branch Circuits

Feeders and branch circuits shall be single conductor, Type THW or THWN in accordance with NFPA 70. Service entrance conductors and underground feeder/branch circuits shall be copper conductors with an insulated grounding conductor in the conduit with phase and neutral conductors.

Aluminum conductors and direct buried cables are NOT acceptable.

1.4.1.1 Conduits

Non-concrete encased conduits shall be schedule 80 PVC until they are located under slab where they can transition to schedule 40 PVC. Conduits shall be non-encased, direct buried for line voltage branch circuits and low voltage circuits. Top of conduit shall be a minimum 24" below finished grade.

1.5 EXTERIOR LIGHTING SYSTEM

Area lighting shall be provided for the parking lots, walkways, driveways, above or adjacent to all entry and exit doors, above overhead doors and for any area signage. Lighting fixtures shall utilize LED illumination.

The design of the lighting poles shall take into consideration that the yearly average maximum wind speed (50-year average) at the site, but in no case, shall be less than 120 miles per hour. All exterior fixtures shall be full cut-off. The designer must insure that there is no glare or light pollution on the observatory or observatory facilities. Design shall be in accordance with UFC 3-530-01, Exterior Lighting Specification UFGS Section 26 56 00, Base Facility Excellence Plan, and the requirements in this section.

1.5.1 Area Lighting

Area lighting shall be provided for all areas noted above. Light levels for the parking lot lighting shall be average maintained levels in accordance with UFC 3-530-01 measured at 6" above finished grade and calculated at a 0.7 light loss factor. Area lighting contactors for the site and building shall be installed in the main electrical room. Exact location of lighting controls shall be coordinated with the USER during the design of the project.

Verification of the lighting levels shall be accomplished by photometer readings. The meter used shall be color and cosine corrected to within 2%. The levels taken shall be initial illumination levels. The criteria

Section 01 86 26 Page 9 for acceptance shall be to have all measured points within +/-10% of the computer generated initial values. The grid requirement is given in the specific light application. Light levels shall be measured to ensure that they are a minimum of the required light levels.

1.5.1.1 Parking Lot and Perimeter Security Lighting

Parking lot fixtures shall match the base standard for the applicable area. Poles shall be located outside the parking lots behind the curbs and within islands. The calculation grid requirement shall be laid out to provide at least 24 points over the parking lot. Pole bases shall extend 30" above finished grade for parking lots. Poles for parking lots and roadways shall be 25' high, round, tapered aluminum, with transformer base. Fixtures shall be mounted on Davit arm trusses (similar to existing). The pole, bases, arms and fixtures shall have a clear anodized finish to match the existing fixtures. All poles shall be equipped with internal vibration dampers; however, the dampers shall not interfere with cabling for signal and power. Provide metallic collar/bolt covers for all lighting poles. Apply non-shrinking grout between the concrete bases and the pole base after the poles have been plumbed.

Lighting levels, lighting quality and restart capability shall be suitable for video surveillance requirements in accordance with UFC 4-021-02.

1.5.1.2 Exterior Building Lighting

In general, the exterior building lighting fixtures shall be full cut-off, decorative wall packs. Deviations from using this fixture will be allowed at the main entrance to the building where a more aesthetically pleasing fixture shall be used. Fixtures shall use LED illumination with emergency battery backup when illuminating entry and exit doors. All fixtures shall be sized to meet the lighting criteria and the most economical installation. Provide exterior building mounted lighting at all entrances and exits. Where applicable provide illumination around the perimeter of the building to facilitate surveillance via CCTV cameras.

1.5.2 Walkway/Pathway Lighting

The walkways/pathways shall be illuminated to a level of (0.6 ft-c) average, measured at 6" above finished grade. Pole bases shall be the base standard as appropriate for the application. Bases shall extend 2” above the adjacent sidewalk or pavement to minimize damage to the fixture from snow removal equipment.

1.5.3 Lighting Control

Exterior lighting control shall meet the requirements of the International Energy Conservation Code and ASHRAE 90.1. Provide disconnect switches with Hand-Off-Auto (HOA) switches, lighting contactors and astronomical timers for exterior lighting controls. Lighting contactors in the automatic mode shall be controlled from the timer that is equipped with a building mounted photocell input. Building mounted lights, walkway lights and parking lot lights shall be individually controlled as per lighting type, i.e., three control zones, three HOA switches, three timers, three photocells, and three contactors. All exterior lighting controls shall be

Section 01 86 26 Page 10 located in the main electrical room. All lighting controls shall be in accordance with UFC 3-530-01

1.5.4 Underground Lighting Circuits

Provide underground branch circuits for all exterior lighting circuits.

Branch circuits shall be insulated copper conductors with insulated grounding conductor in conduit. Aluminum conductors are NOT acceptable.

Direct buried conductors are NOT acceptable. Underground lighting conductors shall be in schedule 40 PVC. Top of conduit shall be a minimum 24" below finished grade.

1.5.4.1 Lighting Pole Grounding

All exterior lighting poles shall be grounded at the base of the pole.

Provide a 3/4" x 10' copper clad grounding rod at each pole.

1.5.4.2 Conductors

Copper conductors, type THW or THWN insulation conforming to UL 44, and shall include green ground conductor. Cable shall be provided with insulation of a thickness not less than that given in TABLE 15.1 of UL

854. Cable shall be rated for 600 volts. Parts of the cable system such as splices and terminations shall be rated not less than 600 volts.

Conductors larger than No. 10 AWG shall be stranded.

1.5.4.3 Building Lighting Circuits

All exterior building mounted fixtures shall be wired using concealed conduit and shall conform to the Interior Wiring Methods paragraph of this section. No building lighting circuits shall be surface mounted on the exterior of the building.

1.6 CATHODIC PROTECTION SYSTEM

A…