Vision_2020_Doc.pdf

SELFRIDGE AIR NATIONAL GUARD BASE MICHIGAN

SELFRIDGE

VISION 2020

DESIGN STANDARDS

USAF ANG 127 CES/CECE

9/25/2012

Revised 9 October 2013 ii | Page Vision 2020

Vision 2020 iii | Page

Table of Contents Figures .................................................................................................................................................. viii Tables...................................................................................................................................................... ix

Introduction Scope of Standards Use of Standards Requirements and Responsibilities Drawings Government Inspections

Architectural Design Codes and References Building Siting

Orientation and Setbacks Parking

Image Building Form Architectural Themes and General Guidelines

General Guidelines Color Palette Materials and Colors Construction Materials Exterior Materials Exterior Doors and Windows Interior Building Systems Paint Systems

Door Hardware and Lock Systems General Requirements Locks Keying Fire Entry Electronic Access Exit Devices Closers Stops

Furnishings Radiation Exposure Building Sign Standards

General Exterior Signs Interior Signs iv | Page Vision 2020

Architectural Design References Building Codes, Standards and Regulations:

ANG Engineering Technical Letters (ANGETLs) and Recurring Publications (RPs) Other Reference Documents Trade Associations

Historic Facilities Treatment Exterior Treatment Standards for Interior Treatment

Landscape Design Plant Schedule Tables Typical Plantings Maintenance Site Furnishings

Benches Trash Receptacles Ash Urns Bike Racks Pavilion Shelters Barbecue Pits Picnic Tables

Implementation Guidelines Streets Screening Plazas Buildings Open Areas Employee Break Areas Near Air Field Areas Tree Removal Reclaimed Areas

Civil Engineering General Submittal Requirements Drawings Design Sanitary Sewer System Water System Storm Sewer Standards Roadways Airfield Pavements

Mechanical Systems Applicable Codes General

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Heating and Humidification Automatic Control Systems Mechanical Ventilation HVAC Testing and Balancing Training O&M Manuals Insulation Commissioning Plumbing Piping Isolation Valves for Maintenance Requirements Painting and Tagging Air Compressors Fire Safety Guidelines

Sprinkler Systems Alarm Panel and Signals Fire Extinguishers and Cabinets Marking of Hydrants

Fire Hydrants Natural Gas System Fuel Oil Storage Jet Fuel Storage Energy Monitoring and Control System (EMCS) EMCS Architecture Communication Fiber Optics

Remote Modem Access Transient Protection and Grounding Reliability System Backup and Startup EMCS Testing

Standard EMCS Tests EMCS Training Heating Ventilation Air Conditioning Design (HVAC) Standard

Humidity Physical System Requirements

Applicable Codes Acronyms and Terms Defined:

Industrial Ventilation Systems (IVS)Design Standards Acronyms and Terms Defined:

Electrical Systems Infrastructure

Loop Switches Tap Switches Manholes Pad-Vaults vi | Page Vision 2020

Conductors Exterior Lighting

Building Systems Building Service Equipment Other Distribution Systems Service Transformers Metering Service Entrance Equipment Service Entrance Equipment with Backup Power Automatic Transfer Switches Manual Transfer Switches Lighting and Power Distribution Panelboards Switchboards Wiring Devices Electrical Identification Grounding Interior Lighting Exterior Lighting Lightning Protection Hazardous Areas Acronyms and Terms Defined:

Fire Alarm System

Communication Systems Communications Special Systems and Communications

Exterior System – All Systems Main Communications Distribution System

Lateral Communications Distribution System Interior Systems – All Systems Raceway Identification Computer Cable System Paging Systems Public Address System Information Transfer Nodes (ITN’s) Telecommunications Room (TR’s) Radio Equipment in TR Exterior Speaker Systems Antenna Towers Security Systems

Information Security Information Assurance

EMISSION SECURITY

Communication Design Reference

Vision 2020 vii | Page

Environmental Standards Federal Insecticide, Fungicide and Rodenticide Act (FIFRA) Standards

Specific Requirements Acronyms and Terms Defined:

References:

Hazardous Material (HAZMAT) Standards Specific Requirements Acronyms and Terms Defined:

References:

National Environmental Policy Act (NEPA) Standards Specific Requirements Acronyms and Terms Defined:

References:

PCB Handling and Disposal Design Standards Purpose Requirements Disposal Requirements Clean-up and Notification Requirements Reporting requirements References:

POL (Petroleum, Oil, and Lubricant Standards Compliance Requirements Spill Response Actions Acronyms and Terms Defined:

References:

Soil Erosion Control Sequence of Operation General Requirements for Soil Erosion Plans When a Soil Erosion Plan is Required When a Waiver is Possible Exceptions Submittal Review of Plans Plan Review Process Special Soil Erosion Notes Acronyms and Terms Defined:

References:

Storage Tank Standards Compliance Requirements Aboveground Storage Tanks Underground Storage Tanks Acronyms and Terms Defined:

Soil Relocation Guidance for Selfridge Air National Guard Base Storm Water Standards

NPDES Permit Activity Specific Controls References:

viii | Page Vision 2020

Acronyms and Terms Defined:

Spill Response Actions

Wetland Management Wetland Management

Definitions Prohibited Activities Activities that require a permit Activities NOT requiring a permit Wetland Protection Inventory Wetland Delineation Michigan Wetland Regulatory Program Permit Process Acronyms and Terms Defined:

References:

Coastal Zone Management Standards for Working on or near Contaminated Sites Lead Based Paint Construction Standards

Specific Requirements Acronyms and Terms Defined:

References:

Noise Attenuation Construction Standards Specific Requirements Acronyms and Terms Defined:

Asbestos Construction Standards Requirements Acronyms and Terms Defined:

Standards for Working on or Near Contaminated Sites Recycling Standards

Specific Requirements Acronyms and Terms Defined:

Pollution Prevention Standards Radioactive Material Standards

Specific Requirements Use of Hazardous Materials for Surface Cleaning and Preparation

Hazardous Waste Standards References:

Green Procurement Standards

127th WG Acronyms

Figures

Figure 1: Building Siting

Figure 2: View from Lake St. Clair

Figure 3 – Roof Forms

Figure 4: Roof Forms

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Figure 5: Historic Facility

Figure 6: Color Palette and Material

Figure 7: Exterior Materials

Figure 8: Exterior Materials

Figure 9 Main Entrance Sign

Figure 10: Sign

Figure 11: Sign

Figure 12: Sign

Figure 13: Sign with Granite Base

Figure 14 Building Sign with Granite Base

Figure 15 Sign Dimensions

Figure 16 Historic Building 140

Figure 17 Exterior Renovations

Figure 18 New Construction

Figure 19 Evergreen Tree

Figure 20 Deciduous Tree Planting

Figure 21 Shrub Planting

Figure 22 Street Trees

Figure 23 Raised Planter

Figure 24 Screen

Figure 25 - Ornate Iron Fence

Figure 26 Building Base Detail

Figure 27 Ground Cover Planting

Figure 28 Erosion Control

Figure 29 Site Furnishings

Figure 30

Figure 31 Mechanical Units’ Boundaries Diagram

Figure 32 Base Lighting Standards

Figure 33

Figure 34 ANG COMM Policy

Figure 35 Typical Premise Wire Diagram

Figure 36 Floodplain Map

Tables

Table 1 – Interior Color Standards

Table 2 – Door Hardware

Table 3 – Door Hardware

Table 4 – Door Hardware

Table 5 – Door Hardwar

Table 6 Potential Native Tree Replacements

Table 7 - Landscape Design Guidelines

Table 8 - Water Meters

Table 9 - Temperature and Humidity Table for Telecommunications Rooms

Table 10 – Telecommunication Room Size Requirements

Table 11 - Acoustic Requirements file:///C:/Users/Verene.Goulette/Documents/Vision%202020/Vision%20202025%20June12.docx%23_Toc328641192 x | Page Vision 2020

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Introduction

These standards contain building and infrastructure design guidelines for Selfridge as part of the Base Renovation Plan.

The recommendations contained herein include references to applicable military and industry standards and codes.

Scope of Standards

The scope for these Design Standards in-cludes the following items:

Architectural Design: Standards for architectural themes, materials, and colors. Also includes exterior and interior signages, furnishings, and lock systems.

Historic Facilities Treatment:

Standards for preserving or repairing architecture that has historical significance at Selfridge.

Landscape Design: Site design and restoration guidelines for grading and seeding and landscape palette.

.Civil Engineering: Standards for base infrastructure (water, sanitary sewer, storm drainage, and roadway pavements).

This section also includes general drawing submittal and design requirements for infrastructure designs.

Mechanical Systems: Mechanical standards for heating, air conditioning, and ventilation (HVAC), and controls.

Electrical Systems: Standards for electrical distribution and building systems, including power, switching, and interior and exterior lighting.

Communication Systems: Standards for cable, fiber optics, and local area network (LAN) systems and utility systems alarms.

Environmental Standards: Standards for environmental compliance requirements.

Energy Monitoring and Control System (EMCS): Standards for controlling energy, alarms, and metering through a central control system. The base system standard is Automated Logic Corporation (ALC).

Department of Defense Antiterrorism Construction Standards: Mandatory DOD antiterrorism construction standards to mitigate antiterrorism vulnerabilities and terrorist threats.

Use of Standards

The manual should be used in conjunction with the most current revisions of the ANG Design Policy and the Design Objectives and Procedures.

The intent of this manual is to be a dynamic adaptable document that clearly conveys the base’s design philosophy and allows for creativity and design expression within a general framework.

Requirements and Responsibilities

The Base Civil Engineer’s (BCE’s) office is the responsible agency for all utility and infrastructure construction improvements. The BCE will provide the staff for coordination with all other Selfridge Air National Guard Base (SANGB) units and will provide the single point of contact for third party design consultants, regardless of which unit is eventually responsible for operation and maintenance of the facility being designed and con-structed.

All plans and documents stipulating construction requirements or soils reports and similar documents gener-ated for specific project designs shall

2 | Page Vision 2020 be stamped and signed by a registered professional architect or engineer licensed to practice by the State of Michigan. This certification shall signify that the documents were prepared by the architect or engineer or under his/her direct supervision and in accordance with the laws of the State of Michigan governing such practice.

The designer shall file permit applications for construction that encroaches on adjacent municipal, township, county, or state maintained property.

applications with the Michigan Department of Environmental Quality and/or the Army Corps of Engineers for construction that encroaches upon designated wetlands.

applications with the Michigan Department of Public Health for water system projects.

The designer and/or contractor shall file permit applications for soil erosion and sediment control actions with Macomb County Soil Erosion Control Office.

Plans/drawing required to accompany permit applications have specific requirements need for approval. (See Requirements for Soil Erosion Plans.)

Designer shall conduct a records search for hazardous materials within the project limits and report on those findings.

Designer shall include language in all contract documents requiring construction contractors to prepare and implement a Hazardous Material Action Plan and comply with federal Occupational Health and Safety (OSHA) and State of Michigan (MIOSHA) requirements.

All building systems shall be designed to meet or exceed minimum quality, performance, and energy efficiency standards in accordance with Air National Guard Design Policy as well as Air National Guard and Air Force Engineering Technical Letters (ETLs) as appropriate to the element or particular systems.

All MILCON vertical new construction and major renovations projects shall be constructed to achieve at least LEED Silver level certification. The LEED checklist information shall be reviewed and verified by a LEED AP.

Compliance in meeting the minimum LEED Silver rating will be tracked throughout the project delivery process. The designer/ and or contractor shall submit all appropriate LEED documentation.

All other MILCON projects will incorporate sustainable principles to the maximum extent possible and achieve the benchmark levels indicated in the Air Force Sustainable Design and Development (SDD) Policy memorandum.

Each project shall be reviewed in its entirety by the Program Manager to ensure the A/E’s overall design functions holistically, verify the best systems were selected for the project, and that long-term maintenance and energy efficiency are addressed. A building energy analysis shall be accomplished for each new building and submitted to the program manager for review and approval.

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Conflicting criteria will be resolved in the following order: (a) adhering to the project’s Statement of Work (SOW), (b) adhering to the appropriate Air Force standards manuals previously cited, historic considerations where applicable and (c) selecting the criteria that are shown to provide the maximum energy efficiency with the highest Savings-to- Investment Ratio (SIR) as applied to the specifics of the project.

Prior to the acceptance of a construction improvement, the design professional shall submit to the BCE a hard copy and an Auto CAD disk showing all changes made during construction, labeled “Record Drawings” and signed by the contractor who performed the work.

Drawings

Standard drawing sheet size shall be 24 inches by 36 inches. Each sheet shall be drawn on a title block as specified by SANGB, showing the project title, SANGB project number, sheet number such as 1 of 1 and/or drawing number if used, revision number and date, and location for the design professional’s stamp.

Each sheet shall include:

1. The design professional’s firm name, address, and telephone number.

2. Date of the drawing.

3. Scale of the drawing.

All drawings (not already in electronic format) shall be suitable for scanning into electronic format.

Each drawing set shall include a map of the area showing locations of existing facilities and the proposed improvements.

All drawings shall depict scales in both English and metric units and both by description (i.e., 1-inch = 50 feet) and bar scale. Metric dimensions shall be based on soft metric conversions.

Design work shall be tied and referenced to the Michigan State Plane.

Coordinate System. Vertical datum shall be based on USGS.

Drawings should be in either of the latest two versions of AutoCAD with each drawing sheet as a separate file.

All Computer Aided Design (CAD) work shall comply with the most current versions of the Architectural Engineering Construction Computer Aided Design (“A/E/C/CAD) Standard” created by the CAD/GIS (Geographic Information System) Technology Center and the “United States National CAD Standard” currently available from NIBS (National Institute of Building Sciences).

Government Inspections

The contract documents shall advise the contractor that certain activity driven inspections will be accomplished during the construction life of the project. The first is a rough inspection of all systems prior to sealing off a wall, pipe chase, suspended ceiling system etc. These systems include, but are not limited to:

domestic and heating, water lines, communication and electric runs, all insulation material to be covered by other material (gyp board, wood panel, etc.), duct runs, ceiling suspension systems, raised flooring, fire detection and protection etc. A second or finish inspection will be conducted after these items are “hidden” to ensure the quality of the finished project. The designer may also include other functional disciplines if it is determined that this level of inspection may be beneficial. The designer shall call out in various specification sections what inspections are required.

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The finish inspection does not constitute the final project inspection accomplished as project completion. The construction documents are to require that time for these inspections, to be conducted by government personnel, is included as a line item in the job progress schedule.

The contractor shall request that these inspections, thru the Contracting Officer (C.O). at least 5 days prior to the desired inspection date.

Reference: UFC3-101-01 Chapter 5 Pre Design, Design, and Post Design Services.

Architectural Design

Architectural Design Standards are estab-lished for facilities at Selfridge ANG Base (Selfridge) to accomplish two objectives:

1. Establish guidelines ensuring that buildings, their interiors, and their surroundings are harmonious and consistent throughout major areas of the base, strengthening and unifying the identity of the base.

2. Promote an understanding of the level of excellence expected for all construction projects.

These standards should be used as a basis for realizing facilities on Selfridge ANG Base. Following LEED design criteria may override established design standards to meet the needs required to attain a minimum Silver LEED Certification per the US Green Building Council (USGBC). Examples of these are siting, landscaping, parking areas, building materials, etc. The incorporation of Renewable Energy shall be considered for each facility. Ensure that all roofing infrastructure is constructed to support installation of photovoltaics. Conduits are to be put into place from roof to electrical room and chase ways for later additions etc.

ANG ETL 01-1-1, (available from Selfridge ANG Base Engineering), provides the basic criteria applicable to all ANG facility design projects.

Selfridge ANG Base also includes units from numerous agencies. Most of these agencies have their own established guidelines and standards that apply to architectural design.

The standards described herein do not replace or supersede standards required by ANG or other agencies, but provide unique guidelines tailored to Selfridge. These standards apply to all facilities at Selfridge in addition to any other applicable standards.

These design standards apply to new facility construction, revitalization of existing buildings, and additions and alterations made to existing facilities. Selfridge Architectural Design Standards are intended to guide architects and engineers in developing innovative, attractive, appropriate, and cost effective buildings that will serve the Selfridge mission and promote a base wide standard of excellence in design.

The designer will insure that the equipment fits the area in which it is to be installed and the installation is in accordance with all safety and clearance codes. As equipment (mechanical, electrical, other) cannot, for the most part, be specified as sole source, the size of the supplied item may differ from the preferred item. In the past this has created safety, operational, and maintenance clearance problems. The area to house this equipment must be sized to accommodate the largest piece of equipment that can reasonably be expected to be provided to meet the specification.

Codes and References

Applicable codes, standards and references that apply in addition to these standards are

V i s i o n 2 0 2 0 5 | P a g e listed in the Architectural References at the end of this section. All buildings must comply with applicable requirements.

Building Siting

Site buildings to develop appropriate relationships with other buildings and site work by respecting existing development patterns. Design new buildings to “fit” with existing facilities and to conform with setbacks, orientation, and other established siting standards for similar facilities in the vicinity. See figure 1.

Consider the relationship of buildings with open space, access to and from the site by pedestrians, visitor parking, personnel parking, and service vehicles. Use building siting to define entry sequence and site circulation, including service and parking access, and to buffer noisy or unattractive functions, such as trash pickup. Develop service yard and parking lot layouts to minimize the amount of paved surfaces.

Energy use and the location of existing infrastructure should be a consideration in new site selection. Consider reusing facilities or collocation whenever possible.

Use site planning that maximizes solar energy, utilizes natural light and minimizes storm water runoff. Buildings should be sited with the long axis aligned east-west with the largest portion of the roof facing true south whenever possible. This placement maximizes southern exposure for planned or potential photovoltaic systems. Use planting to assist the building in blocking wind and sun in compliance with base standards. Every type of tree, shrub and ground cover affects the thermal response of a building.

Buildings 50, 140, 160 and the Dining Hall have special siting requirements to ensure their frontal facades are maintained as open and visible to the public.

Reference: UFC 3-101-01 Building Orientation.

Figure 1: Building Siting

Orientation and Setbacks

Match orientation of existing buildings.

Buildings that digress from established patterns without justification detract from the overall harmony of development and give those buildings special significance that may be unwarranted.

Set buildings back from corners at major street intersections to maximize visibility. Use consistent setbacks along streets and ramps.

For new buildings, respect the setbacks and orientation set by nearby historic facilities unless approved otherwise by the Base Engineer.

Parking

Relate buildings to parking for visitors, staff, service vehicles, and handicapped stalls.

Provide sufficient parking, including stalls for barrier–free access for visitors and staff at each accessible building. Provide parking lots adequate to serve the occupants of the respective building during a Unit Training Assembly (UTA) period. Develop service yard and parking lot layouts to minimize the amount of paved surfaces.

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Landscape and screen large parking areas to diminish the impact of extensive paved areas. (Refer to the Landscape Plan in the landscape design standards here in.)

Image

The public receives their first impressions of Selfridge at four distinct locations: the north (main entry) and south vehicle entry gates; providing shared recreational amenities, open space, and attractive views (Figure 2). Facility improvements in buildings along the Base Operations Building 50, where transient aircraft park and distinguished guests are welcomed;

and at the eastern shore of the base, from which the numerous passengers of leisure craft on Lake St. Clair can observe Selfridge.

The gates and Base Operations are symbols of Selfridge to the public. Facility improvements at these locations should project an impression of professionalism, quality, and service.

Lake St. Clair provides recreational opportunities for both the base and the

Figure 2: View from Lake St. Clair public. The Selfridge lakefront is an asset, providing shared recreational amenities, open space, and attractive views. (Figure 2).

Facility improvements in buildings along the lakeshore should enhance Selfridge’s contribution to the lakefront and reinforce positive public perceptions of the installation.

In addition, Selfridge has numerous buildings that have historic significance as determined by the Michigan State Historic Preservation Officer. These facilities should be viewed as assets and treated in accordance with both the Selfridge Architectural Design Standards and the Historic Facilities Treatment guidelines described herein.

The Main Base Area contains a number of red brick, federal style buildings that together convey the image of a unified campus. The impression of the historic campus area should be strengthened and enhanced wherever possible.

Building Form

Building massing and forms should be compatible with existing structures, evolving from program functions, internal relationships, and environmental factors.

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Align buildings with adjacent structures along ramps or street fronts. Design new buildings of scale appropriate to neighboring buildings; i.e., use two–story.

structures among existing two–story buildings.

Most existing buildings use pitched roofs gabled or hip roof structures (see Figures 3 and 4). Design new roofs to be pitched at 4:12 slope or steeper to relate to other buildings and to deflect rain and snow.

(see Figure 18 New Construction) Buildings should be sited with the long axis aligned east-west with the largest portion of the roof facing true south whenever possible to maximize solar gain;

while taking the surrounding building aesthetics into consideration.

Use small canopies at building entrances to relate to existing buildings, define and protect entrances, provide smaller scale elements against larger building masses and provide transitions between building interior and exterior.

Use forms such as gabled dormers to reduce the scale of large, commercial or industrial building complexes near smaller scaled facilities.

Figure 3 – Roof Forms

Figure 4: Roof Forms

Screen noisy or less attractive functions such as transformers, refuse containers, or service entries and loading areas from incompatible functions or other buildings by using the building forms or walls.

Architectural Themes and General Guidelines

The following general guidelines apply to buildings throughout the base. Additional guidelines applicable to specific areas of the base follow.

To maintain consistency in each area of the base, specific exterior material/color requirements are addressed for respective areas. Common colors and themes are proposed over the base as a whole. This approach maintains the identity of each area while promoting a base wide design standard.

For buildings located outside of the specific areas noted, follow the requirements deemed most applicable by the Base Engineer.

General Guidelines Selfridge’s building stock includes many structures identified by the Michigan State Historic Preservation Officer as historic structures. (Building 140 is shown in figure 5) Several complexes of buildings, referred to herein as the Northwest, North, and Southwest Areas, and the original Main Base

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Area reflect construction associated with various missions established during the past 80 years.

Reference: UFC 3-101-01 2-4.2 Historic Architecture.

Figure 5: Historic Facility

This sporadic history of construction resulted in diverse architecture while enhancing the overall historic significance of Selfridge ANGB. (For more information, refer to the Selfridge Cultural Landscape Evaluation).

Many of the base’s original buildings, located in the Main Base Area, are designed in the federal style. Later facilities in the Main Base Area were designed with a modern, functional character rather than in a specific architecturally–defined style.

Maintain or modify historic buildings in a manner consistent with their original construction, this includes signage, screening, and removal of large, older trees.

Design of historic facilities should also comply with the Historic Facilities Treatment section of these Standards.

Use new materials matching the original materials as nearly as possible for historically significant facilities in all areas. Where alterations are made to historic buildings, salvage removed brick for reuse or future use.

Select colors for historic building materials that match the existing color scheme. Where color is integral to the material (such as brick or slate), match the existing material possible. Use the paint colors designated in “Color Palette” for specific areas of the base.

Where two or more existing buildings are connected, match the connecting construction to one or both of the existing structures. Where a precise match is not possible, use different, but appropriate, material for the building linkage. (See Figure 18 – Building 124.)

Design new buildings to harmonize with adjacent and nearby buildings in style, massing, materials, detailing, and layout concepts. Style and overall design image should be consistent with that used on base and appropriate for the geographic location of Selfridge ANG Base. (See Figure 18.)

New facilities in each area of the base should follow the guidelines established herein for those specific areas.

Sheds, relocatable and temporary facilities are not permitted unless specifically approved by the Base Civil Engineer. In accordance with AFI-1021 and DoD 4165.65 use of these types of facilities are authorized for limited uses as follows: interim use pending construction (not to exceed three years), incident to MILCON, transitory/peak mission, contingency operations, deployments and disaster relief. Design, use and location of this type of facility must be approved by Civil Engineering prior to purchase or leasing.

Facilities are to be neat in appearance, functional yet austere and readily removable;

there shall be no appearance of permanence.

.Design renovations and additions that are architecturally compatible with the existing

V i s i o n 2 0 2 0 9 | P a g e structure. Minimize exterior alterations to historic buildings; necessary alterations should match the original construction as nearly as possible.

Color Palette A limited range of colors are designated for the current color palette. Select from these colors for new materials and for painting of existing materials. Color numbers designated herein refer to Sherwin Williams, “Color Answers” system and are used for reference only. The color palette is shown in Figure 6. Unique areas such as; the Coast Guard complex and Army waterfront block facilities may deviate from this color palette with CE concurrence.

Colors should be selected to harmonize with adjacent buildings

Figure 6: Color Palette and Material Samples

Materials and Colors

Apply the following materials and colors to designs for buildings in each respective area of the base:

Main Base Area—Historic Brick Buildings

Brick: Perform a brick and mortar analysis before specifying a brick type or mortar.

Refer to the Selfridge ANGB Conceptual Report – “Analyze Historic Brick” for guidance regarding replacing and/or repairing brick.

Stone: precast concrete or limestone sills, lintels, belt course, keystone, capitals, and copings (match existing concrete or stone).

Roofing: slate roofs (repair/maintain);

standing seam (repair/maintain) replacement roofing for low–slope membranes: modified bitumen.

Trim/fascia: Wood, painted white. Porch railing: Carriage Door SW 2294.

Sheet metalwork (flashing, gutters, downspouts): copper.

Doors: painted wood panel doors (match original).

Windows: white vinyl–clad single–hung, double- hung or swing-in wood, multi light replacement windows (match original style).

Louvers and exposed mechanical equipment: baked enamel finish, match adja-cent wall material color.

Main Base Area—Other Existing and New

Buildings

Brick: Perform a brick and mortar analysis before specifying a brick type or mortar.

Refer to the Selfridge ANGB Conceptual Report – “Analyze Historic Brick” for guidance regarding replacing and/or repairing brick.

Stone: Precast concrete or limestone Sills, lintels, belt courses, keystones, capitals, copings.

Pitched roofs: standing seam metal roofing:

(Petersen Aluminum or Centria), slate grey.

Low–slope roofs: Fiberglass reinforced SBS modified bitumen system.

Trim, fascia, sheet metalwork (flashing, gutters, and downspouts): New - Kynar– coated sheet metal, color to match metal

10 | Page Vision 2020 roofing or siding. Paint existing to match Warmshadow SW2012.

Siding: prefinished embossed steel or aluminum (Petersen Aluminum or Centria) flat panels, selected from standard colors:

slate grey, or colonial red (small areas/buildings only); paint existing to match Taupe Tint SW2010.

Doors: painted hollow metal, Warmshadow SW2012

Windows: Kynar–finished to match Warmshadow SW2012.

Glazing—hangar doors: insulated translucent panels (Kalwall), reverse shoji pattern.

Louvers, exposed mechanical equipment: baked enamel finish, match adjacent wall material color or paint dark bronze.

Accent color: Farmhouse SW2031 (limited application such as entry canopies, small contrast elements).

Examples of new facilities that establish acceptable stylistic standards for the Main Base Area include the Joint Dining Facility

– Building 194 , Joint Medical Training Facility – Building 825, CE Building 124, and the Visitors Center – Building 901.

Northwest Area

Hangars: prefinished metal panel siding (Petersen Aluminum) sandstone and standing seam metal roofing (Petersen Aluminum or Centria), slate grey.

Existing siding materials: paint to match Taupe Tint SW2010.

Other facility walls: integrally colored, split face concrete masonry units, colors to match SW2010.

New roofing: standing seam metal roofing (Petersen Aluminum or Centria), slate grey.

Pitched roofs: standing seam metal roofing (Petersen Aluminum or Centria), slate grey.

Low–slope roofs: Fiberglass reinforced SBS modified bitumen system.

Existing Metal Roofs; Spray applied cold process roofing system. Recommend sources are Thermo Manufacturing and Topcoat. Match color to slate gray.

Trim, fascia, sheet metalwork (flashing, gutters, and downspouts): new- Kynar– coated sheet metal, color to match new roof or siding. Paint existing to match Warmshadow SW2012.

Doors: painted hollow metal, Warmshadow

SW2012.

Windows:, Kynar- finished to match Warmshadow SW2012, clear glazing or match existing. Treatment for areas requiring security will be determined on an individual basis.

Glazing; hangar doors: insulated translucent panels (Kalwall), reverse shoji pattern.

Glazing—large areas, masonry buildings:

glass block; for privacy where applicable.

Louvers, exposed mechanical equipment:

baked enamel finish, match adjacent wall color.

Accent color: Farmhouse SW2031 (limited application such as entry canopies, small contrast elements). See figure 8 Exterior Materials.

North Area

Metal buildings: Prefinished metal flat panels siding (Petersen Aluminum sandstone) and standing seam metal roofing (Petersen Aluminum or Centria), slate gray.

Existing siding materials: paint to match Taupe Tint SW2010.

Other facility walls: concrete masonry units, paint to match Taupe Tint SW2010. See Figure 8 Exterior Materials.

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Pitched roofing: standing seam metal roofing: (Petersen Aluminum or Centria), slate gray.

Low–slope roofing: Tapered, Fiberglass reinforced SBS modified bitumen system.

Trim, fascia, sheet metalwork (flashing, gutters, and downspouts): New - Kynar–coated sheet metal, color to match roof. Paint existing to match Warmshadow SW2012.

Doors: painted hollow metal, select color adjacent to siding color on palette chart.

Windows:, Kynar-finished to match Warmshadow SW2011, clear glazing.

Glazing—large areas: insulated translu-cent panels (Kalwall), reverse shoji pattern, bronze exterior face sheet, and dark bronze finish.

Louvers, exposed mechanical equipment: baked enamel finish, match adjacent wall material color or paint dark bronze.

Accent color: Farmhouse SW2031 (limited application such as entry canopies, small contrast elements).

Southwest (1500) Area

Walls: Warmshadow SW1012.

Pitched roofing: standing seam metal roofing (Petersen Aluminum or Centria), slate grey or charcoal grey shingles

Low–slope roofing: Fiberglass reinforced SBS modified bitumen system.

Trim, fascia, sheet metalwork (flashing, gutters, and downspouts): New - Kynar–coated sheet metal to match roof, Paint existing Manor House SW2013.

Doors: painted hollow metal, Manor House SW2013.

Windows: Kynar finished to match Manor House SW2013 windows, clear glazing.

Glazing—large areas: insulated translu-cent panels (Kalwall), reverse shoji pattern, bronze exterior face sheet, and dark bronze finish.

Louvers, exposed mechanical equipment:

baked enamel finish, match wall color.

Accent color: Farmhouse SW2031 (limited application such as entry canopies, small contrast elements).

Construction Materials Minimize the amount of energy required during construction and operation by using resource efficient construction techniques, building systems (including HVAC, electrical, water, lighting, heat-pumps and boilers), insulation, fixtures, appliances, and controls.

Minimize waste, spillage, pilferage, spoil and misuse of building materials.

Use materials free of formaldehyde, lead, PCBs, Ozone Depleting Compounds, or other hazardous materials. Select materials with low–VOC adhesives, coatings and/or binders.

Halon use is banned.

Use recycled materials whenever possible or mandated by Affirmative Procurement.

Schedule time to allow for the “off gassing” of construction materials such as paint, carpets, and furnishings prior to building occupancy.

Install these materials at least 2 weeks before building occupancy whenever possible.

Exterior Materials

This section describes the standards for materials listed above.

The materials noted herein are not intended to supersede requirements for landmarks designated by the Michigan State Historic Preservation Officer. Refer to the Historic Facilities Treatment section for additional information.

Items designated as “prefinished” shall include either anodized or Kynar–coatings unless specifically stated differently. Consider the use of special coatings which meet or exceed the durability of Kynar coatings while

12 | Page Vision 2020 enhancing the energy performance of a building.

The Building Envelope The envelope of a building is one of the primary factors in minimizing a building’s energy use. Building designs shall focus on minimizing losses first in order to maximize gains. Designs shall ensure an efficient building envelope which includes high R-Value insulation, airtight construction, and energy efficient windows and doors.

Reference: UFC3-101-01, Chapter 3 – Building Envelope Requirements.

High R-Value Insulation Use high R-value insulation that provides a continuous, unbroken layer around the building envelope. Attic areas, roofing systems, and walls should be tightly sealed and strive to exceed ASHRAE 90.1 2007 Standards by 50% whenever economically feasible. Insulate foundations and under the slabs. Seal all holes, cracks, and penetrations through the floor, walls, and ceiling to unconditioned spaces to prevent thermal bridging.

Airtight Construction Ensure that all windows and doors are tight and have seals which eliminate air-leakage. The roof and/or ceiling needs special attention, as do the kitchen and bathrooms, to make sure they have adequate ventilation but still maintain energy efficiency.

Roofs and Roofing Systems Building roof types existing on base currently include low slope roofs with and without parapets; steep slope roofs such as hip roofs, gables, sheds and dormers.

Use pitched roofs with slopes similar to those of surrounding structures wherever possible. Do not use mansard or shed roof structures. Do not use Coal Tar Pitch roofing material in new applications. Lay out buildings to allow for use of pitched roof structures rather than to require extensive, flat roof fields. All roofing systems must meet applicable with the long axis aligned east-west to maximize solar exposure, rather than extensive flat roof fields. Roofing systems shall be designed to support future PV systems, and material must meet “Cool Roof” criteria. Strive to integrate cool roof systems with historic building requirements. Consideration should be given to using a vegetated roofing system where appropriate. All roofing systems must meet applicable codes and regulations and have FM I–90 and UL Class A rating.

Snow guards for standing seam steel roofs must be a type that will clamp to the rib of the roof panel, either flag or rail type fence, no "stick-on" type. 2. Gutter system must be independent of the drip edge with adequate pitch to prevent ice damming. All roofing work must be in accordance with appropriate UFC.

Reference: Refer to UFC 3-101-01 4-7 Fire Rated Assemblies.

Steep–slope roofing systems: Use one of the following roofing systems for steep slopes, as appropriate:

Historic administrative buildings: where slate roofs exist, repair or replace damaged roofing to maintain the roof’s integrity and remain consistent with the original building design. Use copper flashings, gutters, and downspouts to match existing systems.

Other administrative buildings:

Use Kynar–finished metal standing seam roofing systems over ice and water shield membrane. Match the flashings, gutters, downspouts, and other exposed trim to the roofing panels. Provide snow-guards over entrances. Use only true standing seam systems with folded seams anchored by “floating” clips anchored to roof decks. Petersen Aluminum or Centria establish the quality standard

V i s i o n 2 0 2 0 13 | P a g e for this material, but other products of demonstrated equal or better quality may be specified.

Residential facilities: Use asphalt shingle roofing systems.

Use Kynar–finished aluminum gutters, downspouts, and flashing materials.

New industrial facilities: Use Kynar–finished standing seam metal roofing systems, such as systems manufactured by Centria or Petersen Aluminum, over ice and water shield membrane. Either steel or aluminum systems may be used; materials selection considerations include system weight and associated structural requirements, current market cost of materials, and corrosive atmosphere within and around the buildings. Use only true standing seam systems with folded seams anchored by “floating” clips anchored to roof deck. Petersen Aluminum or Centria establish the quality standard for this material, but other products of demonstrated equal or better quality may be specified.

Low–slope roofing systems: For low-slope applications, use a fiberglass reinforced styrene-butadiene-styrene (SBS) modified bitumen system. Siplast Paradiene 20/30 FR system establishes the quality standard for this application.

Other products of demonstrated equal or better quality may be specified.

Install low–slope membranes over Perlite, fiberglass, or polyisocyanurate insulation.

Use tapered insulation on flat roof decks (less than 1/4–inch per foot slope). Use prefinished aluminum flashings, gutter, downspouts, and trim.

Fascia and copings: Use prefabricated, prefinished sheet metal systems for fascia and copings. Detail or select sheet metalwork to allow for thermal expansion, provide hemmed drip edges, and to use concealed fasteners that allow for movement of materials without buckling.

Refer to the specific building type listed under the Construction Materials section for color standard.

Exterior Wall Systems

All exterior wall systems shall use insulation levels which meet or exceed current ANG and State code standards. In the event of a conflict use the standard which provides the highest level of insulation.

Reference: UFC 3-101-01 -4-3 Paint Selection and 4.4 Masonry.

Brick cavity wall systems: Construct exterior brick wall systems 4–inch brick veneer over concrete masonry unit interior wall, with insulated wall cavities. Interior walls should be either reinforced for bearing, or nonbearing as most economically feasible.

Design the masonry wall thickness for structural requirements and to comply with the applicable building code. Use similar brick details and bond to those in surrounding buildings. Do not fill cores of the interior masonry wythe with insulation inserts and fill materials. Detail brick per Brick Institute of America Technical Notes. Include weep holes and flashing to provide an exit for moisture from cavity.

Metal siding systems: Use embossed

Kynar–finished aluminum or steel flat, panels, minimum 12” width. Vertical panel systems may be used on existing hangar gables.

Vertical panels shall be used elsewhere.

Panels shall be insulated with reflective vapor barrier on warm side of wall system.

Petersen Aluminum or Centria establish the quality standard for this material, but other products of demonstrated equal or better quality may be specified.

Exterior concrete masonry walls: Use 4-inch units over 2-inch insulated cavity over minimum 8-inch standard concrete masonry unit interior wythe. Do not fill cores of interior

14 | Page Vision 2020 masonry wythe with insulation inserts and fill materials. Provide weep holes and flashing to allow moisture to exit cavity.

Other masonry walls: Single wythe walls or masonry unit cell–type insulation materials are not permitted.

Historic Brick Masonry Facilities:

Analyze existing mortar, masonry units, and techniques originally used in striking the joints when doing any repair work or repointing.

Replacement brick is to match the properties of the existing brick as closely as possible.

Mortar shall have:

A compressive strength that is less than the existing masonry units and equal to or less than the original mortar.

A color and texture matching the original mortar.

Mechanical cleaning is not to be used as a brick cleaning method. Do not use a water method to clean brick during cold weather. When choosing a cleaning process, the negative environmental impact is to be considered. The preferred masonry cleaning method is water and a bristle brush.

Nonhistoric coatings, such as water repellents, are not to be used.

Exterior Doors and Windows

Exterior Doors

Specify appropriate quality, energy-efficient doors.. Where wood exterior doors are provided, use solid wood (no veneers) stile and rail construction. Install wood doors in wood or metal frames. Use wood frames only where appropriate to the architectural style of existing facilities.

Provide insulated exterior metal doors in buildings where required. Use panel style doors where appropriate to the architectural style of existing facilities. For other metal doors, use flush type doors in fully-welded insulated hollow metal thermal break frames.

Fiberglass doors and frames may also be used for flight line buildings or facilities with corrosion problems. Where exposed to high winds, provide bollards with neoprene bumpers behind doors to limit door swing.

Hangar Doors

Provide fabric hangar doors. Hanger Doors and coiled overhead service doors should be selected to provide maximum R-value and minimum air infiltration whenever possible.

Exterior Windows

Specify appropriate quality, energy-efficient windows. Select double-glazed low-E window exterior aluminum or vinyl–clad wood windows where appropriate to the architectural style of existing facilities. Specify commercial–quality aluminum windows with thermal break construction, with Kynar-coating or anodic finish. Roof overhangs, window size and placement, and overall building shape should be designed to maximize energy performance for building end user.

Flight line facilities may require special window systems to meet interior Acoustics and Noise Control criteria listed hereinafter.

Glazing Systems

Use low–E, 1–inch–thick clear insulating thermal glazing systems for exterior windows.

For large areas of glazing in hangars and similar open–bay buildings, use Kalwall insulating translucent panels. Due to dif-ferences in panel materials and construction, use proprietary specifications for Kalwall panels. Provide coordinated aluminum windows and louvers as part of the translucent panel systems to minimize wall penetrations.

V i s i o n 2 0 2 0 15 | P a g e

For large areas of glazing in masonry buildings, use clear glass block panels.

Where security or privacy is required, use the appropriate level of translucency to meet the task requirement.

Stoops Stoops are to have foundations which extend to the frost depth and attach to the building foundation.

Figure 7: Exterior Materials

Building 50

Main Gate

Visitor’s Center

Visitor’s Center and Main Gate

New brick construction reflective of Main Base Area architecture.

Standing Seam Metal Roof

Existing historical brick building constructed in

1931.

Slate roof.

16 | Page Vision 2020

Figure 8: Exterior Materials

Building 124

“The LINK”

Painted Concrete Masonry

Farmhouse Red Canopy

Color of Louvers match wall color.

Aluminum metal panels and a glass spandrel wall used to link two historic buildings which were built of different types and colors of brick.

Metal siding system -

Sandstone color

Farmhouse red door indicating Main Entry

V i s i o n 2 0 2 0 17 | P a g e

Interior Building Systems

Choose interior architectural elements and finishes that provide coordinated, professional, comfortable environments to facilitate the mission of building occupants.

Avoid using materials that require regular maintenance such as painting, waxing, or buffing. Use light interior wall, and ceiling colors to maximize light reflectance.

Use “open planning” organizational con-cept throughout offices, using systems furniture to maximize efficient space planning. Refer to specific requirements in the ANG ETL 01-1 and Furnishing (in this section) for system furniture requirements and responsibilities.

Maintain primary circulation paths and exit corridors along the main building axis.

Clearly develop and define vertical and horizontal circulation paths.

Locate important spaces or shared facilities such as conference rooms or restrooms near public areas of buildings to minimize circulation through semiprivate offices or other spaces.

Designate spaces for break areas, vending machines, and recycled materials bins. Consider service requirements for these areas when selecting locations for these functions.

The location of rooms within a building should be determined with consideration given to the amount of heat generated by activities or lost because of the room’s location. Spaces which are not occupied a great deal of the time, such as corridors, wall closets, mechanical equipment rooms, laundries and garages, can be kept at lower temperatures, and placed on the north…