WWYK263009_65 Design Analysis_Part10.pdf

TINKER AFB FACILITY STANDARD AUG-2020 Page 87 of 112 contractors.

21.4.2 Questionnaire Forms can follow the prototype given in Appendix 2-1 of the United States Air Force Project Manager’s Guide for Design and Construction, 2000 Edition.

http://www.wbdg.org/FFC/AF/AFDG/pmguide.pdf

21.5. Lighting

Lighting fixture layouts and illumination levels have to orient personnel and clearly direct them in the safe and efficient use of their functional areas. Refer to UFC 3-530-01 DESIGN OF INTERIOR AND EXTERIOR

LIGHTING SYSTEMS AND CONTROLS.

21.6. Acoustics

The protection of personnel health & the provision of worker privacy contribute to long term productivity.

21.7. Comfort

For the Standard, interior comfort refers to the provision and maintenance of facility interiors year round at pre-determined “design” temperatures.

Without temperature control, personnel are distracted from their mission at best, and worker health can be compromised when fluctuations in temperature are frequent.

21.8. Indoor Air Quality

Ventilation and maintenance of fresh air levels within all interiors is the collective concern of the Air Base Wing and Environmental.

21.9. Security

21.9.1. Physical security includes construction such as doors and locks which limit and control a person’s access within facilities.

21.9.2. Information security includes construction such as sound isolation design which prevents information in the form of speech and electronic signals from spreading beyond their intended audiences.

21.9.3. Electronic security includes electro-mechanical systems which detect and deter personal access to a facility or that facility’s interior.

21.10. Interior Signage

Way-finding within many facilities can determine the efficiency at which the Installation operates.

21.10.1. Project signage shall be essential to include for all projects unless accepted through review and approval of 72 ABW/CE.

21.10.2. Signage design and construction shall comply with UFC 3-120-01 DESIGN: SIGN STANDARDS.

21.11. Aesthetics

21.11.1. The quality of positive visual composition is never to be sacrificed or ignored at the expense of any project.

21.11.2. The requirement for TAFB projects is to provide a positive visual image fitting to the customer.

22. Categories of Equipment

22.1. Office Equipment

This category shall include systems furniture, personal computers, copiers, vending equipment, coffee makers, telephones, and individual office conveniences.

http://www.wbdg.org/FFC/AF/AFDG/pmguide.pdf

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22.2. Building Equipment

This category shall include facility physical plant components such as furnaces, boilers, direct expansion units, package chillers, water circulation pumps, water heaters, electrical transformers, service panels, switchgear, fire alarm control panels, and ventilation and exhaust fans.

22.3. Process Equipment

This category shall include all devices which are dedicated to the execution of mission-specific job production whether mechanical, electrical, or chemical in principle operation.

22.4. Project Equipment Schedules

Projects which include any or all of the above categories shall separately schedule and locate, as part of the construction documentation, the exact, size, function, energy consumption, and utility requirements of each equipment piece within the proposed design.

23. Fire Protection Engineering

23.1. Base Fire Suppression Systems

Design and construction of mechanical improvements to all real property on Tinker AFB shall comply with the Base Mechanical Standard. (Please refer to Attachment C of this Standard.)

23.2. System Design

All fire protection system designs shall be accomplished by a qualified Fire Protection Engineer. All fire protection systems shall be designed in accordance with UFC 3-600-01 DESIGN: FIRE PROTECTION

ENGINEERING FOR FACILITIES, UFC 3-601-02 OPERATIONS AND MAINTENANCE INSPECTION,

TESTING, AND MAINTENANCE OF FIRE PROTECTION SYSTEMS, NFPA 13, and the specific project’s Life Safety Fire Protection System Analysis.

Hyperlink for UFC 3-600-01: http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-600-01

Hyperlink for UFC 3-601-02: http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02

23.2.1. Design Submittal

23.2.1.1. The designer shall provide a preliminary fire sprinkler design, including hydraulic calculations no later than 60% design.

23.2.2. Minimum Wall Thickness for Piping

23.2.2.1. Minimum wall thickness for sprinkler piping using screwed joints shall be schedule 40 steel.

23.2.3. All new construction and/ or new equipment shall not block or impede access to utility or maintenance points.

23.3. Firewalls and Fire Area Limitations

All construction, including fire walls, fire area limitations, emergency lighting systems, means of egress and exit stairways, shall meet the more requirements of UFC 1-200-01.

23.4. New construction and/ or new equipment shall not block or impede access to utility or maintenance points. ex: (vav boxes, bleed valves, room to pull coil)

24. Plumbing Requirements

24.1. Base Plumbing Systems

Design and construction of mechanical plumbing improvements to all real property on Tinker AFB shall http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-600-01 http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02

TINKER AFB FACILITY STANDARD AUG-2020 Page 89 of 112 comply with the Base Mechanical Standard. (Please refer to Attachment C of this Standard.)

25. Mechanical Engineering

25.1. Base Mechanical Systems

Design and construction of mechanical improvements to all real property on Tinker AFB shall comply with the Base Mechanical Standard. (Please refer to Attachment C of this Standard.)

26. Electrical Requirements

26.1. Base Electrical Systems

Design and construction of electrical improvements to all real property on Tinker AFB shall comply with the Tinker AFB Base Electrical Standard, most current Edition. (Please refer to Attachment B of this Standard.)

26.2. Related Requirements found elsewhere within the Standard

26.2.1. Telecommunication Utility requirements on Base are generally separate from telephone utility requirements. Please refer to Chapter 27 Telecommunication Requirements.

26.2.2. Systems Furniture Policy. Please refer to chapter 15.

27. Telecommunication (COMM) Systems Requirements

27.1. Utility domain of the 72 ABW/SC

Design and construction of COMM improvements on Tinker AFB shall comply with the Tinker AFB Base Electrical Standard, most current edition. ( Please refer to this Standard’s Attachment B.)

27.1.1. All Contractors working on TAFB shall accommodate within their project areas and schedules the work necessarily completed by the Communications Directorate and its Contractor forces in order to provide the Government real property improvements which are complete in respect to telecommunication utility services.

27.1.2. Advance notice for demolition activities - No demolition of existing COMM utility raceways, panels, or control boxes can be undertaken without prior removal of COMM conductors by the personnel of 72 ABW/SC. Advance notice of at least 72 hours shall be provided 72ABW/SC prior to undertaking any demolition activity which potentially impacts either exterior or interior COMM utility construction.

27.2. Civil Provisions

27.2.1. Communications utilities construction Projects which install utilities between facilities shall include cable as well as duct. 72 ABW/SC shall be consulted for correct sizing of all new communications utility cabling and duct banks proposed to serve all existing and/or new Base Facilities. Approval of 72 ABW/SC shall be required of all project specifications which include replacement and/or new construction of duct banks and conductor systems on Base.

27.3. Telephone and Cable

27.3.1. Utility systems which interconnect TAFB organizations with off Base systems are accomplished by the Communications Directorate. The user shall complete and submit an AF form 3215 to request phone and cable connections.

27.3.2. Communications within this section refers to all telecommunications requirements that are not simply limited to telephone systems. Telecommunications covers any transmission, emission, or reception of signs, signals, writings, images, and sounds, or information of any nature by wire, radio, visual, optical or other electromagnetic systems. Similarly, cabling not only applies to only cable themselves, it includes a combination of all cables, wire, cords and connecting hardware.

The soon to be released revised standard American National Standards Institute/Electronic Industry Association/Telecommunications Industries Association (ANSI/EIA/TIA)-568-C

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(currently in draft form as PN-2840), has changed its name to reference the term "cabling" as opposed to "wiring".

27.4. Contractor Responsibilities

27.4.1. The Contractor shall coordinate all communications-computer system requirements with Base Civil Engineering, the using agency, and Base Communications. The A/E shall provide drawings specifically for Tinker requirements based upon all necessary provisions per Air Force Communications Command (AFCC) Technical Bulletin (TB) 90-02. The A/E shall include communications pre-wiring for buildings in all construction projects. Provide cable box rough in and conduit for connection by the Communications Squadron.

27.4.2. The Contractor shall insure the construction contract specifies that all installation personnel must have a minimum of three years of experience. Further, the specifications shall require a detailed work plan be provided if a project requires re-routing or changing of the configuration of a base communications cable or related equipment. The work plan shall explain the work required and how the work will be accomplished by the Contractor. All new materials (i.e. telephone and data cable, splicing connectors, splice closures, etc.) shall conform to Government standards.

27.5. General Specifications for New Base Facilities

27.5.1. A building's communications backbone and horizontal distribution systems shall consist of 1) conduits, 2) sleeves, 3) cable trays/raceways, 4) communications rooms, 5) copper voice and data cable, 6) fiber-optic cable, 7) copper information outlets, 8) fiber-optic outlets, 9) fiber and copper data patch panels, 10) voice connecting blocks, and 11) Intermediate Cross-connects (ICs) and Horizontal Cross-connects (HCs).

27.5.2. For new administrative facilities the Contractor shall utilize a raised floor system and under floor horizontal cable distribution system for general design of the building cable plant including the Communications Equipment Room (CER), primary Network Equipment Rooms (NER), and secondary NER as the preferred design method. The under floor horizontal cable distribution system shall include the underfloor conduits and solid cable trays. Conduits shall also extend from the cable trays to the raised floor information outlet boxes. The under floor horizontal cable distribution system shall be coordinated with the raised floor system to run without affecting the alignment of the raised floor system.

27.5.3. However, if utilization of a raised floor and under floor horizontal cable distribution system is not economically feasible or otherwise practical, the Contractor shall utilize an overhead or in-ceiling delivery system for general design of the horizontal distribution cable plant for the building being constructed or renovated.

27.6. Communication Equipment Room

27.6.1. A Communications Equipment Room (CER) shall be included on the basement or the first floor level of the building.

27.6.2. The CER will house the Main Building Cross-Connect (MC) frame for copper and fiber-optic cabling into/out of the building. The CER may also house some common local area network (LAN) equipment for the building. The CER needs to be approximately 12 feet by 24 feet in area and have 24-hour, 7-day air conditioning.

27.7. Primary Network Equipment Rooms

27.7.1. At least one primary Network Equipment Room (NER) shall be included on each respective floor level of the building. Sufficient primary NER shall be included on each floor level to ensure backbone and horizontal distribution cable runs do not exceed maximum allowable lengths in accordance with Electronic Industry Association/Telecommunication Industries Association (EIA/TIA) 568-C and EIA/TIA- 569-B standards. The primary NER shall have 24-hour, 7-day a week environmental control.

27.7.2. The primary NER(s) within the building shall be vertically "stacked" directly over the one on the floor level below. A minimum of six 4-inch sleeves shall be used to interconnect the primary NER to the primary NER on the floor level directly above it. The 4-inch sleeves shall be placed

TINKER AFB FACILITY STANDARD AUG-2020 Page 91 of 112 between the adjoining floor/ceiling of the primary NER to provide vertical access for the copper and fiber backbone cable for the building.

27.7.3. If more than one vertical "stack" of primary NER is required, the primary NER on each respective floor shall be horizontally interconnected with a minimum of two 4-inch conduits for both initial and future tie cable requirements for the building. A minimum of one 4-inch conduit to/from the primary NER shall have four 1-inch inner ducts placed within the conduit for fiber-optic cable.

27.7.4. If an overhead or in-ceiling delivery system for general design of the horizontal distribution cable plant must be used, the Contractor shall use a minimum of four 4-inch sleeves to route cables into the ceiling spaces to the work areas from the CER and all NER. The design shall include overhead ladder cable trays to route voice and data cables from the CER and the NER that are properly sized for the number of cables to be installed and to permit future cable expansion within the building. The design shall require the utilization of plenum cable and shall use power poles and system furniture panels to deliver the cables to the individual workstations.

27.8. Secondary Network Equipment Rooms

27.8.1. A minimum of one secondary NER shall be included in all vault areas designated as secure areas. Each secondary NER shall be directly connected to the CER with a minimum of two 4-inch conduits for both initial and future cable requirements for the building. A minimum of one 4-inch conduit to/from each secondary NER shall have four 1-inch inner ducts placed within the conduit for fiber-optic cable.

27.8.2. In addition, each secondary NER shall be directly connected to the nearest primary NER on the respective floor using a minimum of two 4-inch conduits. One of these conduits shall have four 1-inch inner ducts installed for fiber-optic cabling.

27.8.3. The secondary NER(s) shall have 24-hour, 7-day a week environmental control

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Part 5: Project Construction and Installation Procedures

28. Safety Requirements

28.1. General Health and Safety Work Practices on Base

All construction on Tinker AFB is subject to applicable federal, state and Air Force laws, rules and regulations. It is a condition of each contract, and shall be made a condition of each sub-contract, that Contractors and subcontractors shall not require any laborer or mechanic employed in the performance of any contract, nor cause any Air Force military, civilian, or other Contractor personnel to be exposed to any unsanitary, health, or safety hazard or condition. These requirements include at a minimum the following standards:

28.1.1. Title 29 Code of Federal Regulations, Parts 1910, General Industry Standards and Interpretations, and 1926, Construction Safety and Health Standards, United States Secretary of Labor.

28.1.2. Safety and Health Requirements Manual (EM 385-1-1), the US Army Corps of Engineers.

28.1.3. HQ AFMC/CEC EGL 92-2.

28.1.4. US AFI 91-202, "The US Air Force Mishap Prevention Program."

28.1.5. US AFI 91-204, "Safety Investigations and Reports"

28.1.6. US AFM 91-203, "Air Force Occupational Safety, Fire, and Health Standards"

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28.2. Site Practices specific to TAFB

The following worker health and safety practices shall be maintained on all projects: Section 00 70 00 / 00 71 00 General Requirements.

29. Special Base Procedures

29.1. Requirements for all demolition and construction contracts on TAFB For more specific information refer to Tinker AFB Specifications Section 00 70 00/00 71 00 GENERAL REQUIREMENTS. The current version of General Requirements is made a part of construction contract specifications issued at Tinker AFB by the Contracting Officer.

29.2. Demolition, Excavation and Construction Permits:

Contractors shall be required to obtain an approved Base Civil Engineering Work Clearance Request prior to starting any construction work.

29.3. Master keying and locks:

Tinker AFB utilizes the master keying system provided by the BEST Universal Lock Co. The designer shall clearly specify that only those cores which are compatible to BEST locksets with BEST 7-pin L-type keyways (no substitution) with 2-key blanks shall be used. Locks shall be supplied with construction cores. Individual locks shall be provided for in all areas except public toilets. Where existing locksets are to be replaced, ensure that the existing cores are turned in to the Base Lock Shop. Locks shall be shipped directly to the Base Lock Shop.

29.4. Procedures for non-standard work days:

The standard workday for the Base Civil Engineer Directorate at Tinker AFB is from 0715 (7:15 a.m.) to 1600 (4:00 p.m.). The Contractor's workday shall be compatible with that schedule. Written requests for any deviations from the Contractor's work schedule (overtime or night shifts) shall be made to the CO 48 hours in advance of the proposed scheduled deviation. Approval of such requests shall also be in writing and in advance of any proposed schedule deviation.

29.5. Utility outages and closures (street, sidewalk, aisle, etc.):

Refer to Tinker AFB specification section 00 70 00 General Requirements for Construction.

29.6. Contractor Identification credentials while on TAFB

Without exception, each company contracted to TAFB shall require all personnel at all times to display identification credentials appropriate to the area of the Base in which they are employed.

Security clearances: All Contractor personnel are required to obtain a base pass from the Base Security Forces Squadron through the CO.

For work within "Controlled Access" areas, Contractors shall provide names, birth dates, and social security numbers of everyone who shall need access to the site.

29.7. Soil and Foundation Conditions

All project designs shall consider the detail character of the geotechnical conditions prevailing TAFB, and exercise prudent engineering judgment in the evaluation of allowable foundation bearings for the site in question and both dead and live loads applicable to the building type proposed.

29.7.1. Corps of Engineers shall conduct a soil investigation as required to determine the site specific subsoil conditions. Frequently within TAFB the soil varies from sandy silt to sandy clay with areas of stratification of the various types.

29.7.2. Soil resistively varies from a high of 26,100 ohm-cm to a low of 529 ohm-cm. There is no site specific soil resistively data currently available to design and construction Contractors.

29.7.3. Unless specifically waived by the CE, all foundation designs for facilities at Tinker AFB shall be

TINKER AFB FACILITY STANDARD AUG-2020 Page 94 of 112 conventional pier and grade beam systems, separated from a "floating slab" or "slab on grade" by use of isolation and/or expansion joints. Formed voids shall be provided for all grade beam constructions, and all sub-grades immediately below grade beams shall be compacted to the same density specification as that required of under slab sub-grades.

29.8. Construction Facilities and Job Site Standards

The Government retains the right to limit the number and location of various construction and office trailers, temporary structures, and open storage and storage areas used by Contractors. These facilities shall be clean, in good condition, and free of rust or surface deterioration. Rental trailers shall be of a neutral color.

Specifications to enforce these requirements shall be included in each project.

29.8.1. Screening fences shall be installed around the site perimeter. The screening shall be approved by 72 ABW/CE Architects, due to differing conditions in Visual Districts around the base.

29.8.2. Project rooftop equipment shall be specified to feature exterior cabinet enclosures of factory finish to match the Standard field color specific to the District in which the Project is sited.

29.9. MILCON Requirements

Projects whose design agencies are provided by the USACE have particularly high standards of design documentation, and include the following procedures.

29.9.1. MILCON Solicitation Proposal Exclusions Statements. All design/build proposals for consideration of MILCON award shall offer under the cover of signed certification that all requirements of the Solicitation have been fulfilled unless taken specific exception within the same letter of certification.

29.9.2. Architecturally Significant Projects Process / ASP. The ASP Process is mandated by HQ AFMC and applies to specific MILCON projects which promise to contribute permanent and conspicuous improvements to the living and working environment within the Installation. The Process includes special design collaboration within the formulation of the Project Request for Proposals / RFP, and is oriented to providing the Base with the highest quality of facility design possible within the available design/construction funds, and to providing the Government optimal comprehension of the finished construction product features before design is complete.

30. Contractor Use of Available Utilities

Base services and utilities available to the Contractor:

30.1. Electrical Service

The Contractor may temporarily hook up to existing electric as required to accomplish the work. The Contractor must turn off lights when an area is not occupied, turn off or reduce heat when an area is not occupied, provide enclosures to prevent unnecessary heat loss from the building envelope and institute similar actions to conserve energy.

30.2. Water

The Contractor may temporarily hook up to existing water as required to accomplish the work. The Contractor must use water only as required for construction purposes and must otherwise practice water conservation.

30.3. Sewage

The Contractor shall provide portable toilets for construction crews.

30.4. Trash Disposal and Construction Debris

The Contractor may not use trash dumpsters on the installation. All waste material generated by construction or demolition activities shall be hauled off-base by the Contractor and disposed of at a legal dump site. The haul route shall be maintained free of debris, mud, rock, and trash by the Contractor at all times.

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30.5. Maps

Base utility and contour maps are available at the Base Civil Engineer office, Building 400. The designer shall have access to the Base Civil Engineering record drawings in order to perform any required research and investigation of existing as-built drawings. The designer shall be responsible to field verify all as-built drawings as the Government does not guarantee their accuracy.

31. Property Maintainability

31.1. Mandatory References

The following publications are mandatory references as applicable to this section:

ETL 01-1 Reliability & Maintainability Design Checklist 11 Oct 01

31.2. Re-use of Existing Materials

Contractors shall exercise caution in the planned reuse of any existing material, (or material that is to be Government Furnished Equipment). In the time period between project inception, design, and actual construction, either the condition of the material, or its availability may change. For major items of equipment, specify by manufacturer’s name plate data exactly which items are to be used and their location.

31.3. Manufacturer’s name plate, parts and maintenance manuals Ensure that equipment items which require periodic maintenance and repair have sufficient manufacturer’s identification data permanently affixed. Specify that the Contractor shall provide copies of parts identification manuals and installation and maintenance instructions customarily furnished with the equipment.

31.4. Construction over Buried Utilities

New construction should not be placed over existing buried water, sewer, heating, compressed air, electric, or telephone utilities except in extraordinary situations and only if special provision is made for maintenance access. In NO case should any construction be placed over existing POL or natural gas lines.

31.5. Refuse Collection

All new building designs or major modifications shall show on the drawings the following:

31.3.1 Proposed refuse container location(s) and all screening, pads, walkways, or other pavements.

31.3.2 All needed features to facilitate possible recycling efforts.

Adequate pavement design to permit safe and easy approach, container handling, and maneuvering by refuse vehicles.

31.6. Termite Control

The application of a residual termiticide during construction shall provide years of termite protection to the building and its contents.

31.3.3 Termiticide pre-treatments are required regardless of type of construction. Termite control measures are also needed when building modifications disturb the in-place termiticide barrier or when construction occurs on untreated soil.

31.3.4 Wood treated with a preservative shall be used where soil termiticides cannot be used or where wood shall be in direct contact with the soil.

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Part 6: Links and Documents in Attachment to the Facility Standard

List of ATTACHMENTS

“ATTACHMENT A” Native Landscaping Plant Material Working List

“ATTACHMENT B” BASE ELECTRICAL STANDARD [Published Separately] Tinker Air Force Base, Oklahoma

“ATTACHMENT C” BASE MECHANICAL STANDARD [Published Separately] Tinker Air Force Base, Oklahoma

“ATTACHMENT D” BASE SUSTAINABILITY GUIDELINES

Tinker Air Force Base, Oklahoma

“ATTACHMENT E” Pavement Trench Detail

“ATTACHMENT F” Bird Proofing Facilities at Tinker AFB

TINKER AFB FACILITY STANDARD AUG-2020 Page 97 of 112

“ATTACHMENT A”

Native Landscaping Plant Material Working List

TINKER AIR FORCE BASE

TREES

Scientific Name Common Name

Acer saccharum ‘Caddo’ * ** Caddo maple

Betula nigra River birch

Bumelia lanuginose Chittamwood

Carya cordiformis ** Bitternut Hickory

Carya illinoensis ** Pecan

Carya texana Black hickory

Celtis laevigata ** Sugarberry

Celtis occidentalis ** Hackberry

Cercis Canadensis ** Eastern redbud

Cercis canadensis ‘Forest Pansy’ ** Eastern redbud.

Cercis canadensis var. texensis cult. Oklahoma ** Oklahoma redbud

Cotinus obovatus American smoketree

Crataegus crus-galli Cockspur hawthorn/Red haw

Diospyros virginiana Common persimmon

Fraxinus americana ‘Autumn Purple’ White ash

Fraxinus pennsylvanica Green ash

Fraxinus quadranulata Blue ash

Gleditsia triacanthos ** Honeylocust

Gymnocladus dioica ** Kentucky coffeetree

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Juglans nigra ** Black Walnut Juniperus virginiana ** Eastern red cedar

Juniperus virginiana ‘Canaert’ Eastern red cedar

Juniperus virginiana ‘Taylor’ Eastern red cedar

Liquidambar styraciflua ** Sweetgum

Maclura pomifera ‘White Shield’ or ‘Pawhuska’ Osage orange

Platanus occidentalis ** Sycamore

Populus deltoides (male only) ** Cottonwood

Prunus americana American plum

Prunus Mexicana Mexican plum

Prunus serotine ** Black Cherry

Ptelea trifoliate Wafer ash

Quercus falcate Southern red oak

Quercus macrocarpa ** Bur oak

Quercus marilandica Blackjack oak

Quercus muehlenbergi ** Chinquipin oak

Quercus prinoides Dwarf chinquipin oak

Quercus rubra ** Northern red oak

Quercus shumardii Shumard’s oak

Quercus stellata Post oak

Quercus velutina ** Black oak

Salix nigra ** Black Willow

Sapindus drummondii Western soapberry

Sophora affinis Eve’s necklace

Ulmus americana ‘New Harmony’ ** American elm

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Ulmus americana ‘Valley Forge’ ** American elm

Ulmus crassifolia Cedar elm

Ulmus rubra ** Slippery elm

SHRUBS

Aesculus glabra var. arguta Texas buckeye/Horse chestnut

Amorpha canescens Leadplant

Ceanothus ovatus Ceanothus

Cephalanthus occidentalis Buttonbush

Cornus drummondii ** Roughleaf dogwood

Euonymus atropurpureus Wahoo (Burning bush)

Hypericum spathulatum Shrubby St. John’s-wort

Ilex decidua ‘Warren’ Deciduous holly

Juniperus virginiana ‘Grey Owl’ Eastern red cedar

Prunus angustifolia Chickasaw plum

Rhamnus caroliniana Buckthorn

Rhus aromatica Fragrant sumac

Rhus aromatica ‘Gro-low’ Fragrant sumac

Rhus copallina Shining or Winged sumac

Rhus glabra Smooth sumac

Rhus glabra lanciniata Cutleaf smooth sumac

Ribes odoratum Clove current

Symphoricarpos orbiculatus Coralberry

Vibernum rufidulum Rusty blackhaw

Xanthocephalum sarothrae Broom snakeweed

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Yucca glauca Soapweed yucca/Great Plains yucca

VINES

Campsis radicans Trumpet vine

Celastrus scandens American bittersweet

Cocculus carolinus Snailseed/Moonseed

Parthenocissus quinquefolia Virginia creeper

Passiflora incarnata Passion flower

PERENNIAL FLOWERS

Achillea millefolium Western yarrow

Asclepias tuberosa Butterflyweed

Allium stellatum Fall glade onion

Artemisia ludoviciana White sage

Artemesia ludoviciana ‘Silver King’ Silver King white sage

Aster oblongifolius Aromatic aster

Baptisia australis Blue wild indigo

Baptisia lactea White false indigo

Callirhoe involucrata Purple Poppy Mallow (Winecup)

Petalostemon purpureum Purple prairie clover (Dalea purpurea ‘Stephanie’)

Echinacea angustifolia Narrow-leaved purple coneflower

Echinacea pallida Pale purple coneflower

Echinacea paradoxa Yellow coneflower

Helianthus maximiliani Maxmillian sunflower

Helianthus maximiliani ‘Santa Fe’ Maxmillian sunflower

Hymenoxys odorata Limonillo

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Hymenoxys scaposa Bitterweed/Plains yellow daisy

Liatris mucronata Gayfeather

Liatris punctata Dotted gayfeather

Liatris pycnostachya Prairie blazing star

Linum perene ‘Blue Saphire’ Flax

Oenothera serrulata (Carylophus serrulatus) Half shrub sundrops

Oenothera speciosa Showy primrose

Penstemon tubaeflorus Tube flower penstemon

Physostegia virginiana Obedient plant

Rudbeckia fulgida Orange coneflower

Rudbeckia fulgida ‘Goldsturm’ Black-eyed Susan

Rudbeckia fulgida var. deamii Black-eyed Susan

Solanum eleagnifolium Silver-leafed nightshade

Solidago canadensis Canada goldenrod

Solidago canadensis ‘Golden Baby’ Canada goldenrod

Solidago missouriensis Missouri goldenrod

Solidago rigida Rigid goldenrod

Salvia pitcheri ‘Grandiflora’ Azure blue sage

Scutellaria resinosa Resindot skullcap/Wright’s skullcap

Talinum calycinum Rockpink Flameflower

Tradescantia bracteata Spiderwort

Verbena canadensis Rose verbena

Verbena canadensis ‘Homestead Purple’ Homestead Purple verbena Vernonia fasciculata Ironweed

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Zinnia grandiflora Plains zinnia

CACTI

Coryphantha vivipara Pin cushion cactus

Opuntia macrorhiza (compressa) Prickly pear cactus

GRASSES

Andropogon gerardii Big bluestem

Andropogon glomeratus Bushy bluestem

Andropogon virginicus Broomsedge bluestem

Buchloe dactyloides Buffalo grass ‘Cody’ or ‘Legacy’, et al.

Bouteloua curtipendula Sideoats grama

Bouteloua gracilis Blue grama

Bothriochloa lageroides (saccharoides) Silver bluestem (beardgrass)

Bothriochloa barbinodis var perforatus Pinhole bluestem or Cane bluestem Chasmanthium latifolium Broadleaf uniola

Chloris cuculata Hooded windmill grass (sandy soils) Elymus canadensis var. canadensis Canada wildrye

Eragrostis spectabilis Purple lovegrass

Eragrostis trichoides ‘Mason Sandhill’ Sand lovegrass (sandy soils) Erianthus contortus Bentawn plumegrass

Panicum virgatum Switchgrass

Panicum virgatum ‘Heavy Metal’ Switchgrass

Panicum virgatum ‘Prairie Sky’ Switchgrass

Schizachyrium scoparium var. frequens Little bluestem

Schizachyrium scoparium ‘The Blues’ Little bluestem

TINKER AFB FACILITY STANDARD AUG-2020 Page 103 of 112

Sorghastrum nutans ‘Bluebird’ Indiangrass

Sporobolus heterolepis Prairie dropseed

Note: Tinker Air Force Base lies in Central Oklahoma/Texas Plains and Central Great Plains ecoregions. This list identifies select plants that are considered native to these ecoregions.

The list is not exhaustive, but is working list of native plants that possess actual or potential ornamental merit. (Updated Jul 07)

* Plants in red are suitable for use in the 10 M AT/FP setback zone

** Preferred trees for carbon sequestration

TINKER AFB FACILITY STANDARD AUG-2020 Page 104 of 112

“ATTACHMENT B”

TINKER AFB ELECTRICAL STANDARD

Note: Document is incorporated by reference herein, but is published separately. Please contact your project POC such as the contracting officer or Air Force Project Manager as appropriate.

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“ATTACHMENT C”

BASE MECHANICAL STANDARD

Note: Document is incorporated by reference herein, but is published separately. Please contact your project POC such as the contracting officer or Air Force Project Manager as appropriate.

TINKER AFB FACILITY STANDARD AUG-2020 Page 106 of 112

“ATTACHMENT D”

Sustainability Guidelines

PART 1 –GENERAL

Background:

The Energy Policy Act of 2005, Energy and Independence Security Act of 2007 and Executive Order (EO) 13693 mandate Federal agencies to lead by example, promoting sustainable Federal buildings through sound environmental and economic fiscal design, construction and operating decisions. The Federal requirements collectively are referred to as the “Guiding Principles” and are detailed in “Guiding Principles for Sustainable Federal Buildings and Associated Instructions”, February 2016. UFC 2-100-02 integrates DOD requirements with High Performance and Sustainable Building (HPSB) Guiding Principles and industry standards for high performance and sustainable buildings.

• TAFB Requirements:

1.1 UFC 1-200-02, dated 01-Dec-2016, applies to all planning, design and construction, renovation, repair, operations and maintenance, and affixed equipment installation in new and existing buildings, regardless of funding source, that result in DOD real property assets.

1.1.1 New design and construction and assessments of existing buildings larger than 5,000 SF shall comply with the UFC listed above.

1.1.2 For renovation, maintenance and restoration work in existing buildings, the goal is to improve the performance of the building with every investment.

1.1.3 Integrated design is the most important requirement in achieving a high performance building. A design team must have strong, consistent representation from all stakeholders throughout the project phases to improve building performance.

1.1.4 Employ collaborative, integrated planning by a design team composed of user, Government support staff and appropriate professionals to establish performance goals for siting, energy, water, materials and other comprehensive design goals.

• Tinker AFB Policy: Every project shall address the most economic and sustainable building practice to the fullest extent possible. Sustainable practices include those elements of planning, design and construction that promote the efficient use of energy and material resources, the conservation of water and the protection of land and water environments.

• Primary Principles:

1.2 Design for energy efficiency – Meet the requirements of ASHRAE 90.1 for commercial buildings. Meet the requirements of International Energy Conservation Code for low-rise residential buildings.

1.3 Enhance indoor environmental quality – Meet the requirements of ASHRAE 55 and 62.1 (62.2 for low-rise residential.)

1.3.1 Specify materials and products with low or no pollutant emissions (VOCs).

1.3.2 Protect indoor air quality during construction – For new construction and renovation of unoccupied existing buildings, comply with ASHRAE 189.1 Section 10.3.1.4 with maximum outdoor air while

TINKER AFB FACILITY STANDARD AUG-2020 Page 107 of 112 keeping relative humidity no greater than 60%. For renovation of occupied existing buildings, comply with ANSI/SMACNA 008-2008, 2nd Edition, SMACNA IAQ Guidelines for Occupied Buildings Under Construction.

1.3.3 Smoking is not allowed within fifty feet of building entrances, operable windows and building ventilation intakes.

1.4 Protect and conserve water – Meet the requirements of ASHRAE 189.1 Sections 6.3.2 and 6.4.2.

1.5 Employ environmentally preferable products – Use RCRA 6002 compliant products that meet or exceed

EPA’s recycled content recommendations, per Comprehensive Procurement Guideline at http://www.epa.gov/.

1.5.1 Use biologically-based products whenever possible.

1.5.2 Do not use ozone depleting substances or high Global Warming Potential (GWP) chemicals where other environmentally preferable products are available – Re: www.epa/snap

1.6 In building demolition, work to divert nonhazardous waste materials from landfills through recycling.

1.7 Sustainability resources available online include:

1.7.1 http://www.wbdg.org/resources/sustainability-building-envelope

1.7.2 http://www.wbdg.org/resources/sustainable-historic-preservation

1.7.3 A new (3/2017) Air Force Sustainability Requirements Scoresheet can be downloaded:

http://www.wbdg.org/ffc/af-afcec/policies-and-guidance-af-design-and-construction/AF-Sust- Scoresheet-GP-vFeb2017

1.8 Contracting Officer Primer on Green Procurement, as issued by SAF-AQC dated 28- Apr-2011, as follows:

1.8.1 FAR 23.203, entitled Energy-Efficient Products, states:

1.8.1.1 When acquiring energy-consuming products listed in the ENERGY STAR ® Program or Federal Energy

Management Program (FEMP) –

(i) Agencies shall purchase ENERGY STAR ® or FEMP- designated products; and

(ii) For products that consume power in a standby mode and are listed on FEMP's Low Standby

Power Devices product listing, agencies shall –

(A) Purchase items which meet FEMP's standby power wattage recommendation or document the reason for not purchasing such items; or

(B) If FEMP has listed a product without a corresponding wattage recommendation, purchase items which use no more than one watt in their standby power consuming mode. When it is impracticable to meet the one watt requirement, agencies shall purchase items with the lowest standby wattage practicable.

1.8.1.2 When contracting for services that will include the provision of energy-consuming products, agencies shall specify products that comply with the applicable requirements in paragraph (1.8.1.1) of this section.

Information is available via the Internet about -

(1) ENERGY STAR ® at http://www.energystar.gov/; and

(2) FEMP at http://www1.eere.energy.gov/femp/procurement/eep_requirements.html http://www.epa.gov/ http://www.epa/snap http://www.wbdg.org/resources/sustainability-building-envelope http://www.wbdg.org/resources/sustainable-historic-preservation http://www.wbdg.org/ffc/af-afcec/policies-and-guidance-af-design-and-construction/AF-Sust-Scoresheet-GP-vFeb2017 http://www.wbdg.org/ffc/af-afcec/policies-and-guidance-af-design-and-construction/AF-Sust-Scoresheet-GP-vFeb2017 http://www.energystar.gov/ http://www1.eere.energy.gov/femp/procurement/eep_requirements.html

TINKER AFB FACILITY STANDARD AUG-2020 Page 108 of 112

PART 2 - Definitions:

Sustainability: Sustainable building projects integrate building materials and methods that promote environmental quality, economic vitality, and social benefit through the design, construction and operation of the built environment.

Sustainable building merges sound, environmentally responsible practices into one discipline that looks at the environmental, economic and social effects of a building or built project as a whole. Sustainable design encompasses the following broad topics: efficient management of energy and water resources, management of material resources and waste, protection of environmental quality, protection of health and indoor environmental quality, reinforcement of natural systems, and integrating the design approach.

Agrifiber Products: Composite panel products derived from agricultural fiber.

Bio-based Product: As defined in the 2002 Farm Bill, a product determined by the Secretary to be a commercial or industrial product (other than food or feed) that is composed, in whole or in significant part, of biological products or renewable domestic agricultural materials (including plant, animal, and marine materials) or forestry materials.

Bio-based Content: The weight of the bio-based material divided by the total weight of the product and expressed as a percentage by weight.

Composite Wood: A product consisting of wood fiber or other plant particles bonded together by a resin or binder.

Construction and Demolition Waste: Includes solid wastes, such as building materials, packaging, rubbish, debris, and rubble resulting from construction, remodeling, and repair and demolition operations.

Major Renovation: Construction work that is extensive enough such that normal building operations cannot be performed while the work is in progress and/or a new certificate of occupancy is required.

Recycled Content Materials: Products that contain pre-consumer or post- consumer materials as all or part of their feedstock.

Post-Consumer Recycled Content: The percentage by weight of constituent materials that have been recovered or otherwise diverted from the solid- waste stream after consumer use.

Pre-Consumer Recycled Content: Materials that have been recovered or otherwise diverted from the solid-waste stream during the manufacturing process. Pre• consumer content must be material that would not have otherwise entered the waste stream as per Section 5 of the FTC Act, Part 260 "Guidelines for the Use of Environmental Marketing Claims":

TINKER AFB FACILITY STANDARD AUG-2020 Page 109 of 112 www.ftc.gov/bcp/grnrule/guides980427

Sealant: Any material that fills and seals gaps between other materials.

Volatile Organic Compounds (VOCs): Any compound of carbon, excluding carbon monoxide, carbon dioxide, carbonic acid, metallic carbides or carbonates, and ammonium carbonate, which participates in atmospheric photochemical reactions.

Sustainable Practices: Those elements of planning, design and construction that promote the efficient use of energy and material resources.

TINKER AFB FACILITY STANDARD AUG-2020 Page 110 of 112

“ATTACHMENT E”

Pavement Trench Detail

TINKER AFB FACILITY STANDARD AUG-2020 Page 111 of 112

“ATTACHMENT F”

Bird Proofing Facilities at Tinker AFB

Bird/wildlife-proofing should be accomplished on all new construction including buildings, hangars, outbuildings, lean-tos, utility poles, large drainage culverts, etc.

As a general rule, the following are not effective as longterm bird-proofing for buildings or are not preferred due to high cost and/or maintenance requirements:

- Scare devices (inflatable balloons/eyes/owls, reflective foil)

- Sonic and ultra-sonic devices

- Bird-misting

- Falconer

- Electric track repellers

- Bird gel

- Large scale netting (such as in a hangar)

The following bird/wildlife-proofing techniques should be incorporated into facility designs on TAFB:

1. Bird-proofing should focus on exclusion of birds. Permanently cover all holes, gaps, penetrations, or other openings on the outside of the building. On new construction, filling holes with rigid foam, spray foam or similar products is not considered permanent. These products often deteriorate in time or birds peck out the brittled material and gain access to the building. Covering holes should include screening vents, louvers, exhausts, intakes and similar openings.

Special attention should be given to covering openings around hangar doors and their tracks. Bird access is particularly problematic at these locations. A couple of hangars on Tinker AFB (Building 2283 and MROTC hangars) were constructed within the past 10 years, and these facilities have not experienced door-related bird access problems. From a bird-proofing standpoint, these door types are preferred. Designers should consider how these were built as they could provide insights to effective bird-proofing. Also, some hanger doors have been equipped with durable broomlike bristles to ensure that holes that must remain are inaccessible to birds when the doors are closed. Alternatively, provide removable panels which can be removed and replaced with normal means of access to and tools used by maintenance and support personnel.

2. Eliminate all ledges and other potential perching surfaces on the exterior of the building to discourage roosting and nesting. This can be done by sloping surfaces or eliminating them altogether. Bird-proofing was included in the design and construction of Building 6612 (Tinker Gate). It has not experienced bird access or roosting problems and therefore could provide bird-proofing insights to designers.

Also, eliminate or reduce interior ledges (e.g., C channels, purlins, girts on walls and roofs) to the maximum extent practical. Particular attention should be given to the upper 1/3 of the interior of the

TINKER AFB FACILITY STANDARD AUG-2020 Page 112 of 112 facility. For areas where ledges cannot be eliminated, install stainless steel (not plastic or polycarbonate in whole or in part) bird spikes. These should only be used in targeted locations where bird problems have been identified post construction.

3. Netting may be an appropriate means of bird-proofing in certain instances, but this should be used with discretion and only on smaller scale areas. Netting should not be used on a large scale (e.g., to cover the entire ceiling space in a hangar). An example of a successful net installation is in the exterior “U” of Building 1 on Tinker AFB.

4. Install vinyl strip curtains on doorways or similar openings as appropriate. For these to be effective, facility users must not tie the strips to the side or shorten the strips.

Vinyl curtains installed on culvert opening to discourage entrance and nesting by swallows (effective)

Bird excreta on inflatable eyes Birds nesting on inflatable owl (ineffective) (ineffective)

Bomber Agile Common Hangar (BACH) Project No.: WWYK263009 Tinker Air Force Base, Oklahoma 65% Design Submittal

Design Analysis - 837

14.5 CIVIL APPENDIX

14.5.1 65% Pavement Design Appendix

14.5.2 65% Storm Drainage Appendix

PCC Access Drives - ACCESS DRIV

PCASE Version: 7.0.6 2023-09-26

Design Name: PCC Access Drives

Layer Model Name: ACCESS DRIVES

Drainage Station: USA-Oklahoma-Oklahoma City East

Frost Station: USA-Oklahoma-Tinker_Afb_Airport

Pavement Use: Roadway

Design Type: Rigid

Traffic Area: Road Areas

Analysis Type: K

Depth of Frost (in): 12.26

Wander Width (in): 33.35

% Load Transfer: 0

% Steel: 0

Joint Spacing: 20 ft. Joint/dowel information based on non-frost PCC thickness

Dowel Spacing: 15 in.

Dowel Length: 20 in.

Dowel Diameter: 1-1.25 in.

Layer Information

Layer Type Material Type Frost Code Moisture

Content (%)

Dry Unit

Weight

(lb/ft^3)

Analysis

Non-frost

Design

Thickness

Reduced

Subgrade

Strength

Limited

Subgrade

Frost

Flexural

Strength

(psi)

Modulus

(psi)

K

(pci)

Effective K

(pci)

Portland Cement Concrete Portland Cement NFS 0 145 Compute 12.26 12.26 12.26 650 4000000

Drainage Unbound Aggregate NFS 5 135 Manual 5 5 5 106

Separation Unbound Aggregate NFS 5 135 Manual 6 6 6 81

Stabilized Subgrade LIME Stab-ML,MH,CL,CH NFS 10 110 Manual 8 8 8 70000 58

Natural Subgrade Cohesionless Cut F3F4 10 120 Manual 4 35 35

Traffic Information

Pattern Name: AIRFIELD ACCESS

Vehicles Load (lb) Passes Equivalent

Passes

B1200 AIRCRAFT TOW TRACTOR 120000 5200 5200

M978, HEMTT, 10-TON FUEL TRUCK, 8*8 59000 29120 1

P-23 CRASH TRUCK (FIRE TRUCK) 77880 1040 1

TRUCK, 3 AXLE 52000 14560 1

TRUCK, 5 AXLE 102000 14560 1

TRUCK, LARGE PICKUP OR SUV 20000 29120 1

B1200 AIRCRAFT TOW TRACTOR 120000 5205

Estimated AASHTO ESALS: 2012112

PCC APRON - FLEX SHOULDER

Design Name: PCC APRON

Layer Model Name: FLEX SHOULDER

Drainage Station: USA-Oklahoma-Oklahoma City East

Frost Station: USA-Oklahoma-Tinker_Afb_Airport

Pavement Use: Airfield

Design Type: Shoulders Flexible

Analysis Type: CBR

Depth of Frost (in): 8.04

Wander Width (in): 70

Layer Information

Layer Type Material Type Frost

Code

Moisture

Content

Dry Unit

Weight

(lb/ft^3)

Analysis

Non-frost

Design

Thickness

Reduced

Subgrade

Strength

Limited

Subgrade

Penetration

CBR

Asphalt Concrete Asphalt Cement NFS 0 140 Manual 3.5 3.5 3.5

Base Unbound Aggregate NFS 5 135 Compute 6 6 6 80

Stabilized Subgrade LIME Stab-ML,MH,CL,CH NFS 10 110 Manual 8 8 8 30

Natural Subgrade Cohesionless Cut F3F4 10 120 Manual 2

Traffic Information

Pattern Name: Standard Shoulder Traffic

(see UFC 3-260-02 Pavement Design for Airfields

Section 7, Paragraph 7a-7b)

PCC APRON - HANGAR FLOOR

Design Name: PCC APRON

Layer Model Name: HANGAR FLOOR

Drainage Station: USA-Oklahoma-Oklahoma City East

Frost Station: USA-Oklahoma-Tinker_Afb_Airport

Pavement Use: Airfield

Design Type: Rigid

Traffic Area: Traffic Area C

Analysis Type: K

Depth of Frost (in): 22.89

Wander Width (in): 140

% Load Transfer: 25

% Steel: 0

Joint Spacing: 20 ft. Joint/dowel information based on non-frost PCC thickness

Dowel Spacing: 18 in.

Dowel Length: 24 in.

Dowel Diameter: 2 in.

Layer Information

Layer Type Material Type Frost Code

Moisture

Content

Dry Unit

Weight

(lb/ft^3)

Analysis

Non-frost

Design

Thickness

Reduced

Subgrade

Strength

Limited

Subgrade

Frost

Flexural

Strength

(psi)

Modulus

(psi)

K

(pci)

Effective K

(pci)

Portland Cement Concrete Portland Cement NFS 0 145 Compute 22.89 22.89 22.89 650 4000000

Base Unbound Aggregate NFS 5 135 Manual 6 6 6 81

Stabilized Subgrade LIME Stab-ML,MH,CL,CH NFS 10 110 Manual 8 8 8 70000 58

Natural Subgrade Cohesive Cut F3F4 18 100 Manual 35 35

Traffic Information

Pattern Name: AIR FORCE HEAVY-Copy

Weight (lb) Weight (lb) Passes Passes Equivalent Passes

Vehicles Traffic Area A,B Traffic Area C,D Traffic

Area A,B,C

Traffic

Area D

B-52H STRATOFORTRESS 480000 359999 120000 1200 120000

C-17A GLOBEMASTER III 585000 438751 200000 2000 188

F-15E EAGLE 81000 60751 100000 1000 1

B-52H STRATOFORTRESS 480000 120443

PCC APRON - PCC TOWWAY W/ DL

Design Name: PCC APRON

Layer Model Name: PCC TOWWAY W/ DL

Drainage…