SCIF - Draft Statement of Work (SOW).doc

Statement of Work (SOW)

Alter 7206

25 April 2022

FNWZ 22-0044

Statement of Work (SoW) PROJECT #s & TITLES:

Support for PIO Office 7206 Secure Area, FNWZ 22-0044; 341 Ave C; approx. 800 square feet

TYPE OF WORK: Alter (522 monies)???

POINTS OF CONTACT:

(1) BCE Representative:

Mr. Randall Byrom, 7 CES/CENMP, (325) 696-3465 (2) Using Agency:

Lt Col Michael Hanson, USAF 7 BW/AFGSC/A5F-D, (325) 696-2190

Will Beuschel, USAF B-21 Program Integration Office, (325) 696-2191 (3) Communications:

Mr. Joe Mason 7 CS/SCX, (325) 696-5564

(4) Contracting:

TSgt Jerime Grose, 7 CONS, (325) 696-2215

Ms. Ranada Lowe, 7 CONS/PKA, (325) 696-2272

1.1 PROJECT DESCRIPTION:

The Contractor shall prepare a Proposal for a complete installation of a prefabricated secure area in the former Credit Union facility, B7206.

The Contractor shall provide all services, materials, supplies, labor, studies, management, travel and other resources necessary to construct an approximate 800 square foot prefabricated secure area within Building 7206. This secure area shall meet the criteria set forth in UFC 4-010-05 and the most current Intelligence Community Directive (ICD) 705. The Contractor selected to construct this prefabricated secure area will ensure that upon completion of the project the proposed secure area will perform to the intended level and meet the required accreditations. All work performed by the Contractor shall be performed in accordance with all applicable laws, regulations, Headquarters Air Force (HAF) standards, instructions, and commercial practices.

Desgin Parameters

A. Exterior Structure

Three of the exterior walls of the secure area shall receive a 5/8 inch gypsum board that is taped and floated. The long wall shall receive a level five finish including texturing and painting. The other two wall shall receive a level three finish including texturing and painting. The structure will be fabricated within Bldg 7206. The dimensions will be approximately 30 feet x 26 feet or 780 square feet. However, the interior of the secure area shall not be any smaller than 700 square feet.

The TEMPEST Option shall be applied to this secure area, which consists of main entry door upgrades, wall and ceiling construction upgrades as well as copper floor enhancement, power filter, air filters installed within baffles, waveguide penetrations, three sets of copper to fiber media converters to connect the three proposed networks and two sets of copper to fiber media converters to connect the phone lines.

B. Exterior and interior Doors

The main entry door into the secure area shall be a SRG 35 DB TEMPEST with NSA approved CDX-10 series and LKM 10K. The entry door shall have a STC-55 rating.

The interior door shall have a minimum rating of STC-50 with appropriate hardware to meet the sound intent.

C. Interior Rooms

The secure area will consist of two rooms: 1. Work Room and 2. Conference Room. Each room will be approximately 375 square feet, and shall be illuminated as well as conditioned. The interior walls shall be painted and shall meet the required sound ratings for perimeter wall and interior walls within the secure area. The flooring shall be carpet (either carpet squares or roll carpet).

Contractor shall note that white noise generators will not be acceptable in an effort to meet STC-50 ratings on either side of doors or walls. The structure and doors shall meet a minimum of STC-50, preferably a higher STC rating than STC-50.

D. HVAC

The Contractor shall install two mini-split systems for air conditioning. Since the secure area will consist of two areas, the Conference Room shall receive a cooling unit capable of delivering 1 Ton of cooling, and the Work Room shall receive a cooling unit capable of delivering 1 Ton of cooling. All of these mini-split systems shall be powered from the common secure area 200 Amp electrical panel.

It is preferred that the Contractor acquire HVAC Services from a local area HVAC vendor for installation and servicing purposes. The split systems shall be either a LG or Mitsubishi. Whichever unit is used, the dielectric penetration breaks shall be included for each of the secure area penetrations. The outside units will be ground mounted on housekeeping pads within 15 linear feet of the secure area.

E. lighting

The interior lighting shall be LED and meet the UFC 3-530-01.

F. Electrical

The proposed secure area shall be wired to have one common 200 Amp, 110 Vac, 60 Hz, Single Phase electrical panel that powers all electrical components within the secure area. The Contractor shall provide a minimum of sixteen duplex power outlets within the secure area. As a result, there will be one quadplex power outlets at each of the six work stations, and an individual power outlet for each split system (if required), each flat screen, the server cabinet and the conference room table. There will be no power outlets on the exterior of the secure area. Refer to component layout in secure area for power outlet locations.

The Contractor will be responsible for final connection to the power. Electrical conduit and wiring will be pulled and placed within six feet of the secure area 200 Amp panel.

G. INTRUSION DETECTION SYSTEM (IDS)

The Contractor shall provide the infrastructure (conduit, boxes and penetrations) for the IDS system. There will be a motion sensor box in each room, one BMS switch box, one key pad box and one IDS control unit box. For informational purposed, the preferred IDS vendor is Honeywell’s Vindicator, and the main entrance door will need an electronic striker mechanism that operates in concert with the badging system.

Dyess AFB will be responsible for providing components and final connections of the IDS.

H. communication

The Contractor shall provide two communication panels (one secure and one unsecure panel) along with all supporting components (raceways, connection boxes and so forth). At a minimum, the secure area shall be designed for six work stations. At each work station, the Contractor shall provide two duplex power outlets, two secure drops and one unsecure drop. As a result, there will be a total of twelve secure CAT-6 communication lines and six CAT-6 unsecure communication lines into the secure area.

The Contractor shall note that all cable trays will be open wire basket type. In other words, all communication cabling shall be exposed for visual inspections.

I. Fire protection

The Contractor shall provide the infrastructure (conduit, boxes and penetrations) for one heat detector in each room. Dyess AFB will be responsible for providing heat detector devices and final wiring/connections.

The Contractor shall be the Architect, Engineer, and Constructor of record for this project. Contractor shall be responsible for the professional quality, constructability, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, interior design, structural, mechanical, plumbing, electrical, civil and other engineering features of the work shall be accomplished under the direct supervision and be reviewed and approved by engineers, architects and interior designers who are licensed professionals to practice in their respective professional field in a state or possession of the United States. The Contractor is responsible and liable for the complete design and shall not assume that the provided design criteria and drawings in this solicitation shall alleviate the Contractor from performing any additional design as required to produce a complete set of construction documents.

a. Attachment List:

Attachment A: Conceptual Design Attachment B: Specifications Attachment C: Existing As-Builts

Attachment D: Pricing Schedule, Contractor Pricing Breakdown, AF Forms 3064 & 3065

b. The work shall consist of building 7206 having interior non-load bearing walls demolished to provide the Conceptual Floor Plan layouts as indicated in the Conceptual Design. The Conceptual Floor Plan layouts indicated in the Attachments only conceptually define the spaces and approximate square footages required. The Contractor shall provide a complete design to function in existing spaces, limitations, & Code requirements. The Contractor shall develop preliminary & final floor plans and designs based off existing dimensions, field measurements, existing limitations, existing structure, and design limitations. The existing building shall be completely renovated with new finishes, lighting, electrical, new walls, ceilings, plumbing & mechanical systems. The existing roof shall remain, except for the required repairs. The exterior & interior load bearing walls are to remain, unless interior load bearing walls are modified to better suit the conceptual plan.

c. Attachment “D” includes prepopulated forms for Contractor Pricing Breakdown (CPB), AF 3064, & 3065. On CPB, only the tan areas shall be completed/modified by the Contractor & returned to Contracting in MS Excel xlxs form within 2 hours of official bid time. This form shall be submitted in MS Excel xlxs & Adobe PDF form.

If an award is made, Contractor shall use the attached MS Excel form for AF 3064 & 3065 for progress payments & schedule. Again, only the tan areas shall be completed/modified by the Contractor & returned to Contracting. These forms shall be submitted in MS Excel xlxs & Adobe PDF form.

d. Pricing Proposals:

i. Base Price: Provide base pricing for the prefabricated (~800 ft^2) SCIF in Bldg 7206 includes all TEMPEST upgrades including the 80 DB universal shielded entrance door, installation of both mini split HVAC units, final connection of electrical power to 200 Amp panel.

ii. Pricing Option 1: Provide a new backup generator to power the 200 Amp secure area. The generator will be located within 20 LFT of the secure room. The Contractor will be responsible for all conduit, wiring, transfer switch and housekeeping pad associated with the backup generator.

2.1 ENVIRONMENTAL: N/A

3.1 CIVIL/SITE/DEMOLITION: N/A

4.1 ARCHITECTURAL:

4.2 This project shall comply with the Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities, latest edition.

4.3 This project shall comply with basic building codes: International Building Code, (IBC) latest edition, and National Fire Protection Association, NFPA 101, Life Safety Code, latest edition, & International Existing Building Code, latest edition. In case of conflicts, military criteria (such as UFCs and ETLs) take precedence over all other commercial codes and standards. Comply with NFPA 101 for building construction related to egress and safety to life. For conflicts between the IBC and NFPA 101 related to fire resistance rating, conform to NFPA 101 and applicable criteria contained in UFC 3-600-01 Occupancy definitions in NFPA 101 shall be used to determine the means of egress requirements. No statement or guidance within this SOW shall modify military criteria, recognized commercial codes, or recognized commercial standards.

4.3.1 Space requirements:

Min Requirement

Conference Room

350 sf

Work Room

350 sf

4.4 Ceilings: The ceilings shall be ???. Keep the main ceilings as high as possible.

4.5 Walls: New gypsum board walls shall be designed with a Sound Transmission Class (STC) 50 or higher rating. Provide impact resistant (IR) gypsum board or fiberglass-mat panels in 5/8 inch thickness for all non-tiled wall surfaces up to 48” aff.

4.6 Contractor shall provide new materials including, but not limited to the following:

4.7 Door Frames: Provide painted 16 ga full profile welded hollow metal door frames to match existing openings. Provide integral framed sidelights to match existing. Provide rated openings & hardware where required by Contractor’s code analysis. Provide matching sealant on exterior & caulk on interior. Anchoring of frames shall comply with UFC 4-010-01.

4.8 Provide factory installed asphaltic frame undercoating on all exterior frames or as a contractor option, field apply Rust-Oleum matte black rubberized undercoating spray (or approved equal) to all non-exposed frame surfaces.

4.9 Door Hardware: Provide Best locksets on all doors, Best model 45H Series, 15, lever, S trim, 626 finish with CoreMax cores. Provide hardware & accessories with stainless steel finish. Provide mortise ball bearing hinges, unless noted otherwise. Furnish locks with manufacturers’ CoreMax cores and key system. Key blanks shall be standard style stamped “US property – Do Not Duplicate”. Furnish 2 change keys for each building, 4 master keys for each building; 4 total operational keys for each lockset. Submit for Government approval a typewritten key code with Room Number, Key Number, and bitting schedule. After Government submittal approval, send permanent cores and keys, from lock manufacturer directly to Dyess Air Force Base by registered mail or other approved means to:

7 CES/CEOHS, Attn: Locksmith 726 Third Street, Building 8007 Dyess AFB, TX 79607-1618 Paul.constantine@us.af.mil

325-696-4154 Contractor shall receive cores (provided under this project) from Locksmith & install all cores prior to final inspection. All door hardware; Contractor shall install construction cores at time of lock installation.

4.10 Corner Guards: Provide wall corner guards on all external drywall corners from top of wall base to 48” aff; Construction Specialties Acrovyn SSM series 2” wide, or equal in Pearl color.

4.11 Exterior H.M. Doors: All doors and frames shall be removed & replaced. Provide painted & polyurethane or polyisocyanurate insulated exterior hollow metal doors, American National Standards Institute/Steel Door Institute, ANSI/SDI‑100, Grade III, extra heavy-duty, Model 2 (Seamless), minimum 16 gauge galvanized steel faces. Provide doors fabricated with thermal resistance value (R-value) of not less than 10.0 when tested according to American Society for Testing and Materials, ASTM C 1363. Opening shall meet “UFC 4-010-01, B-3.1, Standard 10-Windows and Skylights” blast requirements for framing, glazing, & anchoring. Refer to “UFC 4-010-01, B-3.3, Standard 12-Exterior Doors” blast requirements for outward swinging exterior door requirements.

4.12 Interior Doors: Premium grade, plastic-laminate faced, interior 1-3/4 inch, 5 ply bonded structural composite lumber core with exterior type 1 PVA laminate adhesive. Provide rated doors where required by code analysis. Pemko S88, or equal, door seals to match door frame color on head & jambs. Door bottoms, seals, or thresholds shall not be required on bottoms of interior doors. All doors shall be 36” width, & 7’-0” height. Laminate shall match Wilsonart “Wild Cherry” 7054-60. These doors will not achieve a STC of 50. Field seal any cuts on tops/bottoms of doors that damages the factory seal.

4.13 Door Accessories: For all doors, provide wall or floor mounted doorstops. For stops that would pose a tripping hazard, or not be within 4” of strike edge, provide overhead concealed slide holder with stop and shock absorber.

4.13.1 Provide S.S. armor plates on both faces of Janitor room doors.

4.13.2 Interior Commons Area & interior fire doors shall receive Norton 1600 series closers, or approved equal.

4.13.3 All exterior doors shall receive Norton 7500XSN closer in 690 finish series, or approved equal.

4.14 All Exterior Windows (unless noted otherwise): Provide commercial dark bronze aluminum framing meeting “UFC 4-010-01, B-3.1, Standard 10-Windows and Skylights” blast requirements for framing, glazing, & anchoring. Contractor shall assume for calculations the buildings are more than 200 feet away from controlled perimeters. Provide tinted, Low-E insulated two pane aluminum windows; interior pane laminated, exterior pane bronze tinted, Low-E coating on the #2 surface (interior face of exterior pane). Aluminum framing & subsills shall be dark bronze anodized finished. Provide back & end dams with watertight corners & joints per ASTM E2112. Provide solid surface, equal to Corian or Wilsonart, at interior (sill & apron) window openings to match countertops. Stools shall be fabricated from 1/2" nominal thickness material. Ease exposed edges of solid surface. Typical material is Wilsonart, Gibraltar, Marzipan Mirage, 9130MG. Ensure gaskets are cut extended to allow for shrinkage.

4.15 Provide metal horizontal mini blinds in dark bronze finish for all exterior windows & interior sidelights.

4.16 Entry Canopies: Entry doors or openings not protected by a minimum 5’ deep soffit shall be provided with AVAdek, or equal 5’-0” deep x 8’-0” wide professionally engineered, shop fabricated, overhead supported, entry canopy. Canopies are not required over mechanical or comm room openings.

4.17 Metal Framing: Metal framing shall be screwed on both sides of track; top & bottom. Studs: ASTM C645, Screw type channel, 20 gauge, unless otherwise noted, for typical interior partitioning at 16” o.c. max.

4.17.1 Runners: Match stud width with minimum 1‑1/4 inch flanges. Same gauge as studs.

4.17.2 Ceiling Channels and Hanger Wire: GA 216: Minimum 12 gauge wire for suspension system and 16 gauge for furring channels. Provide painted, cold rolled primary carrying channels; 1‑1/2 inch wide by 3/4 inch deep for ceiling framing and internal stud bracing. Provide hold down clips at vestibule ceilings.

4.17.3 Fasteners: ASTM C1002, minimum of one inch USG screw type "S" anchors.

4.18 Metal Framing Accessories:

4.18.1 Blocking: Provide 2x8 wood or 16 ga x 6 inch wide sheet metal blocking for all toilet accessories & door hardware backing. Coordinate with End-user on blocking locations in the two Conference Rooms, and White Board Room. All blocking shall be verified prior to coverage by CO.

4.18.2 Gypsum Board: Provide gypsum board materials in accordance with recommendations of GA 216 and ASTM C36.

4.19 Standard Gypsum Board: 5/8 inch thick; maximum permissible length; ends square cut, tapered edges. Allowed only above 48” aff.

4.20 Fire Rated Gypsum Board: Type X; 5/8 inch thick; maximum permissible length; ends square cut, tapered edges.

4.21 Finishes: Provide Armstrong Parallel USA 20 LVT, or approved equal on S-288 Premium full-spread vinyl flooring adhesive or equal, and 4” vinyl base in all offices, conference rooms, or similar spaces. Gypsum board walls & ceilings shall have a medium texture with low-VOC, water based, painted finish. Walls shall be painted Color A, with an accent wall of Color B. Gypsum board furr downs shall be painted Color A.

4.21.1 Typical Color A: Benjamin Moore, Dove Wing, 960; Field Paint

4.21.2 Typical Color B: Match Sherwin Williams, Mocha, SW6067; Accent Paint

4.21.3 Typical Base: Armstrong, 4” Cove Base, Silk, 43

4.22 Vinyl Base External Corners: Provide manufactured external corners for all vinyl base locations. Internal corners are allowed to be field cut. Ensure base is compressed to adjacent base & corners to minimize gaps.

4.23 Secure Area Provisions: This project contains a secure area, requiring the Contractor to provide the infrastructure to support the installation of a complete intrusion detection alarm system, including man-bars and inspection ports for penetrations greater than 96 sq. in. Contractor shall provide required dedicated circuits, j-boxes, conduit with pull string, from the secure area to alarm panel location, and from the alarm panel location to the antenna mounting location with antenna cable management system. Provide gypsum board hard deck suspended from roof structure above. The secure area shall meet all requirements under AFI 16-1404 and DODM 5200.01-V3. All walls & doors surrounding the Secure Area shall meet STC 50. Door & frame into Secure Area shall be prepared for government provided & installed X-10 high security lock. Exterior egress door shall have no exterior hardware.

5.1

STRUCTURAL:

5.2 Refer to the provided as-built drawings & Contractor field research for existing Structure information.

6.1

MECHANICAL:

6.1.1 Provide two mini split HVAC systems within the secure area. Each room within the secure area shall receive a minimum of 1 Ton of cooling.

A. The new HVAC System shall be complete with new air handling equipment, ductwork (if applicable), pumps, piping, valves, electrical power wiring and simple individual controls that are not capable of being accessed remotely.

B. Provide TAB and commissioning for the complete HVAC System.

6.1.2 Design criteria for all mechanical systems is ASHRAE Standard 90.1-2019. Any reference to older or newer ASHRAE standards shall be changed to this standard. The most current Standards listed herein shall be used in the design. Provide all architectural, structural, and electrical modifications required to replace existing equipment and provide new equipment.

7.1

PLUMBING: N/A

8.1

ELECTRICAL:

8.2 The electrical work of this project shall meet all requirements of the National Electric Code (NEC).

8.3 Lighting: Lighting: Design and provide all new interior lighting. Design & provide wall sconces, recessed fixtures (typical), & surface mounted fixtures (at locations approved by Government only) to provide light levels as outlined in UFC 3-530-01 unless noted otherwise. Provide LED fixtures unless noted otherwise for all new fixtures with self-ballasted LED lamps shall be acceptable.

8.4 Lighting shall meet all requirements of UFC 3-530-01 – latest edition – Design: Interior, Exterior Lighting and Controls

8.5 All interior conduit within the secure area shall be exposed for inspection purposes.

8.6 Contractor shall install surge protection in the main service entrance panel to meet UFC 3-520-01.

8.7 General Lighting: The lighted floor areas shall not exceed the ASHRAE stated design power density of 1.2 W/SF. Proximity switches and motion detectors shall be provided to control lighting in all normally occupied spaces. Exit light shall be of the red LED type; and not exceed 5 W/Face. Exclusive use of LED lamps shall be provided in all locations.

8.8 Contractor shall design to the most stringent of branch circuit requirements in NEC Article 210. A minimum of one 120 VAC, 20A duplex receptacle shall be provided at 8 feet on centers on each wall of each room.

9.1 FIRE PROTECTION ENGINEERING:

9.2 Contractor shall provide the infrastructure (conduit, heat detector boxes and penetrations for one heat detector in each of the secure rooms.

10.1

SAFETY:

10.2 Contractor shall follow Base standard safety & Occupational Safety and Health Administration (OSHA) guidelines throughout construction duration.

11.1

COMMUNICATIONS:

11.2 The Contractor shall provide two communication panels (one secure and one unsecure panel) along with all supporting components (raceways, connection boxes and so forth). At a minimum, the SCIF shall be designed for six work stations. At each work station, the Contractor shall provide one duplex power outlet, two secure drops and one unsecure drop. As a result, there will be twelve secure CAT-6 communication lines and six CAT-6 unsecure communication lines into the SCIF.

12.1 Reserved/Unused 13.1

ANTITERRORISM / FORCE PROTECTION (AT/FP): N/A

14.1

GENERAL REQUIREMENTS:

14.1 Facility design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals. The Existing building shall be of a noncombustible construction classification except for existing roof framing and roof deck. The new addition shall be noncombustible classification.

14.2 The Contractor is responsible for field verifying all information given. The Contractor is also responsible for obtaining all information necessary to properly design and provide all work. Gathering information during design shall be coordinated through the Contracting Officer. The Contractor shall be responsible for coordination of project work activities with the Contracting Officer that would interrupt or limit the on-going daily activities and/or functions of neighboring facilities. Any survey required to provide utility locations, manhole inverts, verification of existing features, etc., shall be the responsibility of the Contractor and shall tie into the project datum.

14.3 Haul Route: Approved haul route is from the Tye Gate to each Building using Third Avenue. Contractor is required to use the Tye Gate for all access.

14.4 Construction Storage Yard & Contractor Limits: Contractor shall store all equipment and material within the project limits, Refer to Attachment “G”. Contractor shall restore this area to pre-construction condition. Regardless of the area, the yard shall be fenced. Contractor shall keep the fence well maintained and the site clean and mowed. Contractor shall obtain approval for any project limits changes prior to construction commencement from 7 CES through the Contracting Officer.

14.5 Refer to CD for “Product Information” folder containing cut sheets of SoW identified products.

14.6 Contractor shall provide material submittals for all materials & products used in the project on an AF Form 3000. All pdf’s shall be from original electronic documents, no scans allowed due to file size.

15.1

SPECIFICATIONS / CUT SHEETS:

Contractor shall provide the following FULLY EDITED UFGS Specifications and individual cut sheets for each product used in the project. Refer to Attachment “D” for Dyess edited Specifications, and shall be incorporated into the Contractor completed Specifications for this proposal. Provide a single combined Specification for the entire project.

15. 2

UFGS TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 02 SPECIAL CONDITIONS - Refer to Attachment “D” 00 01 03 UTILITIES – Refer to Attachment “D” 00 01 04 ENVIRONMENTAL - Refer to Attachment “D” 01 33 00 SUBMITTAL PROCEDURES - Refer to Attachment “D” 01 33 16 DESIGN AFTER AWARD – Refer to Attachment “D” 01 78 00 As-Built Drawings – Refer to Attachment “D” 01 78 23 Operation and Maintenance (O&M) Data – Refer to Attachment “D”

DIVISION 02 - EXISTING CONDITIONS – N/A

DIVISION 03 – CONCRETE - N/A

DIVISION 04 – MASONRY - N/A

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 1

ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13

BOARD AND BLOCK INSULATION

07 21 16

MINERAL FIBER BLANKET INSULATION

07 60 00

FLASHING AND SHEET METAL

07 84 00

FIRESTOPPING

07 92 00

JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13

STEEL DOORS AND FRAMES

08 14 00

WOOD DOORS

08 71 00

DOOR HARDWARE

DIVISION 09 - FINISHES

09 06 90

COLOR SCHEDULE

09 22 00

SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00

GYPSUM BOARD

09 51 00

ACOUSTICAL CEILINGS

09 65 00

RESILIENT FLOORING

09 90 00

PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 26 13

WALL AND CORNER GUARDS

DIVISION 21 - FIRE SUPPRESSION - N/A

DIVISION 22 – PLUMBING - N/A

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00

AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93

TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00

THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10

COMMISSIONING OF HVAC SYSTEMS

23 09 23 BACNet DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS - Refer to Attachment “D” 23 21 13 PEX HYDRONIC PIPING - Refer to Attachment “D” 23 82 19

FAN COIL UNITS

DIVISION 25 - INTEGRATED AUTOMATION – N/A

DIVISION 26 - ELECTRICAL

26 00 00.00 20

BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00

INTERIOR DISTRIBUTION SYSTEM

2.2.7.2: No die cast compression type fittings shall be allowed.

2.3.1: Only Camera Conduit covered in 8.13 will be allowed exposed.

2.11: Contractor shall provide only nylon cover plates.

2.14: Contractor shall provide only screw type wiring terminals.

3.1.5.2: MC cable is not allowed in the project.

3.1.6.3b: Contractor shall provide only EMT, INC, or Rigid conduit for the project.

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76

INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 – EARTHWORK - N/A

DIVISION 32 - EXTERIOR IMPROVEMENTS - N/A

16.1. EXISTING AS-BUILTS:

16.2 All available and relevant as-built drawings are provided by the Government as electronic copy on CD-Rom in either *.tif images or *.dwg Autocad drawing formats, refer to Attachment “E”. All existing site, utilities, facility conditions and dimensions shall be field verified by Contractor.

17.1.

PROPOSAL:

17.2 The Proposal may result in the award of a contract for design and construction of the proposed secure area.

18.1 DIRECTION: The Contractor shall accept directions only from the Dyess AFB Contracting Officer (CO). Requests or desires of the users or using agency made directly to the Contractor shall be immediately brought to the attention of the CO. Any changes to the project scope or other provisions of the SOW must be authorized in writing by the CO.

19.1. LIFE SAFETY PLAN: N/A

20.1. PHASING PLAN: N/A

21.1. DESIGN CRITERIA: Design shall be in accordance with the latest International Building Code (IBC), National Fire Codes, Unified Facilities Criteria (UFC), Engineering Technical Letters (ETL’s), and all applicable Federal, State and local regulations/codes. Applicable design criteria include, but are not limited to the following:

21.2 National Fire Codes (NFPA) – latest edition

21.3 NFPA 101 Life Safety Code: latest edition. Comply with NFPA 101 for building construction related to egress and safety to life. Occupancy definitions in NFPA 101 shall be used to determine the means of egress requirements.

21.4 International Building Code (IBC) latest edition. Occupancy definitions in the IBC shall be used to determine the fire resistance requirements, allowable floor area, building height limitations, and building separation distance requirements.

21.5 International Existing Building Code, latest edition

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

21.7 Dyess Communication Requirements Standard

21.8 Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities, latest edition

21.9 UFC 1-200-02 – latest edition – High Performance and Sustainable Building Requirements

21.10 UFC 3-410-01 – latest edition - Heating, Ventilating, and Air Conditioning System

21.11 UFC 3-520-01 – latest edition – Interior Electrical Systems

21.12 UFC 3-530-01 – latest edition – Design: Interior, Exterior Lighting and Controls

21.13 UFC 3-600-01 – latest edition – Design-Fire Protection Engineering for Facilities

21.14 UFC 4-021-01 – latest edition – Design and O&M: Mass Notification Systems

21.15 MACC contract requirements.

21.16 Various Government and commercial criteria standards available in the Construction Criteria Base library (www.ccb.org)

21.17 Other applicable regulations and manuals Air Force Directorate of Departmental Publications Resources (www.e-publishing.af.mil)

21.18 AFI 16-1404 – Attachment 7 – Latest Edition – Air Force Information Security Program

21.19 DoDM 5200.1 Vol 3, ch 2.-Latest Edition_ DoD Information Security program.

22.1 SUSTAINABLE DESIGN & DEVELOPMENT: (Refer to Attachment “L”) 22.2 Sustainable Design: The Air Force is committed to planning, designing, constructing, operating and maintaining facilities based on sustainable principles. The Air Force is required through multiple federal and service requirements to achieve sustainable facilities both through design and operations. All projects shall refer to the Whole Building Design Guide website (www.wbdg.org) for reference to applicable federal requirements and AF Policy or Implementing Guidance. References to the Federal mandates, including the High Performance and Sustainable Building Guiding Principles can be found under, ‘Documents and References,’ specific Air Force criteria can be found under, ‘Construction Criteria Base.’

22.3 The design & construction shall comply with UFC 1-200-02 (latest edition) - High Performance and Sustainable Building Requirement.

22.4 These projects are required to register for Guiding Principles Compliance certification using the DoD version of either USGBC/GBCI or the GBI rating systems, and shall achieve verification of meeting the Federal requirements as detailed in UFC 1-200-02. LEED Silver is no longer a requirement for Air Force projects. The contract documents for this project will require the Contractor to incorporate sustainable design principles to the greatest extent practical in accordance with the current UFC 1-200-02. Refer to Attachment “L” for a descriptive A-Gram & a recent project scoresheet for additional information/example.

24.1

CONSTRUCTION / DESIGN REVIEW DRAWINGS: N/A

25.2 Color Board: Provide composite color board of all proposed finishes at 95% Design Submittal. Provide materials permanently mounted on 8-1/2 inch x 11 inch hole punched rigid stock & in a white three ring binder (Clear plastic sleeve inserts are not sufficient & will be rejected). Clearly label all materials with color, manufacturer, & group materials according to plan/area relationship. Label binder exterior inserts on cover & spine with project information.

26.1 AS-BUILT DRAWINGS: Provide 22”x34” electronic prints on bond paper of the as-built conditions. The as-built drawings are in addition to 100% design construction drawings. This shall include as a minimum the drawing sheets indicated in Section 24.1 above. Provide Autocad & PDF versions of the drawings on CD. Provide PDF’s of all submittals, product information, RFI’s, MSDS, etc. on CD. Provide all Autocad PCP/PC2/CTB files for each discipline. All electronic files including cost estimates, photographs, Revit models, renderings, etc. shall be uncompressed and provided on a CD, all pdf’s shall be from original electronic documents, no scans allowed due to file size and quality. Refer to Section 01 78 00 - As-Built Drawings for additional requirements.

Attachment “A”: Concept Plan

Attachment “B”: Dyess Edited Specifications

· Section 00 01 02 - Special Conditions

· Section 00 01 03 - Utilities

· Section 00 01 04 - Environmental

· Section 01 33 00 - Submittal Procedures

· Section 01 33 16 - Design After Award

· Section 01 78 00 - As-Built Drawings

· Section 01 78 23 - Operation and Maintenance (O&M) Data

· Section 22 11 16 - PEX Domestic Water Piping

· Section 23 09 23 - BACnet DDCS

· Section 23 21 13 - PEX Hydronic Piping

Attachment “C”: Existing As-Builts on CD Note: All provided drawings require field verification by the Contractor.

Attachment “D”: Pricing Schedule, Contractor Pricing Breakdown, &

AF Forms 3064 &