019 Sterile Processing Service (SPS) and Logistics Service Design Guide

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003C2B-SA-019 VA’s SPS and Logistics Service Design Guide, Digestive Diseases and Endoscopy Svc. Design Guide, HVAC Design Manual, and Master Specifications Section 08 56 19
DISCUSSION: VA Planning, Design and Construction Standards (PDC) are required to be used as a basis of design for all new, renovation and retrofit projects. The following Requirements are changes to basic Standards for planning and design of the physical environment of care supporting SPS functions including GI-Endoscopy procedures as well as scopes used in other procedures. Illustrations have been updated showing the basic principles and modifications to selected Design Guide diagrams and room templates.

021 Immediate Use Sterilization Room (ORSR1)

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003C2B-SA-021—ISSUE: Rescind and Expunge Immediate Use Sterilization Room (ORSR1) from Surgical and Endovascular Service Design Guide.

Sterile Processing Service (SPS) adheres to upholding the goal of “0” percent use of immediate use steam sterilization (IUSS). IUSS describes steam sterilization cycles in which unwrapped medical instruments are subjected to an abbreviated steam exposure time and then used promptly after cycle completion. The ability to maintain adequate par levels of all sterile processing supplies helps facilitate the decreased need for IUSS sterilization.

022 VA Consideration of Heat Recovery/Heat Pump Chiller-Heaters

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003C2B-SA-022 — BACKGROUND: Refrigerant cycle-based, water chilling and heating equipment is being utilized by nationwide design, construction, and facility management firms. VA wishes to take advantage of the numerous benefits Heat Recovery/Heat Pump water chiller-heaters can provide while working to incorporate design and installation specific details into existing standards.

10 CFR Part 433 Energy Efficiency Standards for the Design and Constuction of New Federal Commercial and Multi-Family High-Rise Residential Builidngs

This regulation establishes energy conservation performance standards for the design of new commercial, high-rise residential buildings. The standards are designed to achieve the maximum practicable improvements in energy efficiency and increases in the use of non-depletable sources of energy.

These buildings must be designed to achieve energy consumption levels that are at least 30 percent below the levels established by the referenced baseline edition of ANSI/ASHRAE/IES Standard 90.1, which is the national model energy code for commercial buildings. The current federal standard for commercial buildings is based on Standard 90.1-2013, effective January 5th, 2016.

10 CFR Part 435 Energy Efficiency Standards for the Design and Constuction of New Federal Low-Rise Residential Buildings

This regulation establishes energy conservation performance standards for the design of new commercial, low-rise residential buildings. The standards are designed to achieve the maximum practicable improvements in energy efficiency and increases in the use of non-depletable sources of energy.

These buildings must be designed to achieve energy consumption levels that are at least 30 percent below the levels established by the referenced baseline edition of the International Energy Conservation Code (IECC), which is the national model energy code for residential buildings. The current federal standard for residential buildings is based on the 2009 IECC, effective August 10th, 2012.

10 CFR Part 436 Federal Energy Management and Planning Programs

This part sets forth the rules for Federal energy management and planning programs to reduce Federal energy consumption and to promote life cycle cost effective investments in building energy systems, building water systems and energy and water conservation measures for Federal buildings.

The objectives of Federal energy management and planning programs are:

  1. To apply energy conservation measures to, and improve the design for construction of Federal buildings such that the energy consumption per gross square foot of Federal buildings in use during the fiscal year 1995 is at least 10 percent less than the energy consumption per gross square foot in 1985;
  2. To promote the methodology and procedures for conducting life cycle cost analyses of proposed investments in building energy systems, building water systems and energy and water conservation measures;
  3. To promote the use of energy savings performance contracts by Federal agencies for implementation of privately financed investment in building and facility energy conservation measures for existing Federally owned buildings; and
  4. To promote efficient use of energy in all agency operations through general operations plans.

110 General

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

120 Occupancy Rates

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

130 Net to Gross Conversion Factors

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

1985 NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings Part 2: Commentary

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The stated purpose of the NEHRP Recommended Provisions is to minimize the hazard to life in buildings from earthquakes based on anticipated conditions of shaking. Included are provisions to enable designers to design for the survival of a certain functional capacity level of operations within the building. The bases for establishing the anticipated conditions of shaking are explained more fully in the detailed discussion of Sec. 1.4.1 that concludes this Chapter I Commentary.

1991 NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings Part 1: Provisions

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These provisions present criteria for the design and construction of buildings subject to earthquake ground motions. Their purposes are to minimize the hazard to life for all buildings, to increase the expected performance of higher occupancy structures as compared to ordinary structures, and to improve the capability of essential facilities to function during and after an earthquake.

They provide the minimum criteria considered to be prudent and economically justified for the protection of life safety in buildings subject to earthquakes at any location in the United States. The "design earthquake" ground motion levels specified herein may result in both structural and nonstructural damage, but such damage is expected to be repairable. For ground motions larger than the design levels, the intent of these provisions is that there be a low likelihood of building collapse.

1994 NEHRP Recommended Provisions for Seismic Regulations for New Buildings Part 1: Provisions

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These provisions present criteria for the design and construction of buildings and non-building structures subject to earthquake ground motions. Their purposes are to minimize the hazard to life for all buildings and non-building structures, to increase the expected performance of higher occupancy structures as compared to ordinary structures, and to improve the capability of essential facilities to function during and after an earthquake. Because of the complexity of and the great number of variables involved in seismic design (e.g., the variability in ground motion, soil types, dynamic characteristics of the structure, material strength properties, quality assurance and control, and construction practices), these provisions present only minimum criteria in general terms.

These minimum criteria are considered to be prudent and economically justified for the protection of life safety in buildings subject to earthquakes at any location in the United States. It must be emphasized that absolute safety and prevention of damage even in an earthquake event with a reasonable probability of occurrence cannot be achieved economically for most buildings. The "design earthquake" ground motion levels specified herein may result in both structural and nonstructural damage . For most structures designed and constructed according to these provisions, it is expected that structural damage from a major earthquake may be repairable but it may not be economical. This would depend upon a number of factors including the structure framing type, materials, and details of construction actually used. For ground motions larger than the design levels, the intent of these provisions is that there be a low likelihood of building collapse.

1994 NEHRP Recommended Provisions for Seismic Regulations for New Buildings Part 2: Commentary

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353

The goal of the NEHRP Recommended Provisions is to present criteria for the design and construction of new buildings subject to earthquake ground motions in order to minimize the hazard to life for all buildings, to increase the expected performance of higher occupancy structures as compared to ordinary structures, and to improve the capability of essential facilities to function after an earthquake.

To this end, the Provisions provides the minimum criteria considered prudent and economically justified for the protection of life safety in buildings subject to earthquakes at any location in the United States. The Provisions document has been reviewed extensively and balloted by the building community and, therefore, it is a proper source for the development of building codes in areas of seismic exposure.

1997 NEHRP Guidelines for the Seismic Rehabilitation of Buildings

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The primary purpose of this document is to provide technically sound and nationally acceptable guidelines for the seismic rehabilitation of buildings. The Guidelines for the Seismic Rehabilitation of Buildings are intended to serve as a ready tool for design professionals, a reference document for building regulatory officials, and a foundation for the future development and implementation of building code provisions and standards.

1997 NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings and Other Structures Part 1: Provisions / Part 2: Commentary

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The NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (referred to hereinafter as the Provisions) present criteria for the design and construction of structures to resist earthquake ground motions. The purposes of these Provisions are as follows:

  1. To provide minimum design criteria for structures appropriate to their primary function and
    use considering the need to protect the health, safety, and welfare of the general public by
    minimizing the earthquake-related risk to life and
  2. To improve the capability of essential facilities and structures containing substantial
    quantities of hazardous materials to function during and after design earthquakes.

The design earthquake ground motion levels specified herein could result in both structural and nonstructural damage. For most structures designed and constructed according to these Provisions, structural damage from the design earthquake ground motion would be repairable although perhaps not economically so. For essential facilities, it is expected that the damage from the design earthquake ground motion would not be so severe as to preclude continued occupancy and function of the facility. The actual ability to accomplish these goals depends upon a number of factors including the structural framing type, configuration, materials, and as-built details of construction. For ground motions larger than the design levels, the intent of these Provisions is that there be a low likelihood of structural collapse.

2000 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures Part 2: Commentary

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The goal of the Provisions is to present criteria for the design and construction of new structures subject to earthquake ground motions in order to minimize the hazard to life for all structures, to increase the expected performance of structures having a substantial public hazard due to occupancy or use as compared to ordinary structures, and to improve the capability of essential facilities to function after an earthquake.

To this end, the Provisions provides the minimum criteria considered prudent for the protection of life safety in structures subject to earthquakes. The Provisions document has been reviewed extensively and balloted by the architectural, engineering, and construction communities and, therefore, it is a proper source for the development of building codes in areas of seismic exposure.

2003 Edition - NEHRP Recommended Provisions For Seismic Regulations For New Buildings And Other Structures - Part 1: Provisions

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356

The NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (referred to hereinafter as the Provisions) present criteria for the design and construction of structures to resist earthquake ground motions. The purposes of these Provisions are as follows:

  1. To provide minimum design criteria for structures appropriate to their primary function and use considering the need to protect the health, safety, and welfare of the general public by minimizing the earthquake-related risk to life and
  2. To improve the capability of essential facilities and structures containing substantial quantities of hazardous materials to function during and after design earthquakes.

The design earthquake ground motion levels specified herein could result in both structural and nonstructural damage. For most structures designed and constructed according to these Provisions, structural damage from the design earthquake ground motion would be repairable although perhaps not economically so. For essential facilities, it is expected that the damage from the design earthquake ground motion would not be so severe as to preclude continued occupancy and function of the facility. The actual ability to accomplish these goals depends upon a number of factors including the structural framing type, configuration, materials, and as-built details of construction. For ground motions larger than the design levels, the intent of these Provisions is that there be a low likelihood of structural collapse.

2003 Edition - NEHRP Recommended Provisions For Seismic Regulations For New Buildings And Other Structures - Part 2: Commentary

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The goal of the Provisions is to present criteria for the design and construction of new structures subject to earthquake ground motions in order to minimize the hazard to life for all structures, to increase the expected performance of structures having a substantial public hazard due to occupancy or use as compared to ordinary structures, and to improve the capability of essential facilities to function after an earthquake. To this end, the Provisions provides the minimum criteria considered prudent for the protection of life safety in structures subject to earthquakes. The Provisions document has been reviewed extensively and balloted by the architectural, engineering, and construction communities and, therefore, it is a proper source for the development of building codes in areas of seismic exposure.

2009 Edition - NEHRP Recommended Seismic Provisions for New Buildings And Other Structures

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The NEHRP Recommended Seismic Provisions for New Buildings And Other Structures presents the minimum recommended requirements necessary for the design and construction of new buildings and other structures to resist earthquake ground motions throughout the United States. The intent of these provisions is to provide reasonable assurance of seismic performance that will:

  1. Avoid serious injury and life loss,
  2. Avoid loss of function in critical facilities, and
  3. Minimize structural and nonstructural repair costs where practical to do so.

These objectives are addressed by seeking to avoid structural collapse in very rare, extreme ground shaking and by seeking to provide reasonable control of damage to structural and nonstructural systems that could lead to injury and economic or functionality losses for more moderate and frequent ground shaking. These design requirements include minimum lateral strength and stiffness for structural systems and guidance for anchoring, bracing, and accommodation of structural drift for nonstructural systems.

2009 NEHRP Recommended Seismic Provisions: Design Examples

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This volume of design examples is intended for those experienced structural designers who are relatively new to the field of earthquake-resistant design and to the 2009 NEHRP (National Earthquake Hazards Reduction Program) Recommended Seismic Provisions for New Buildings and Other Structures. By extension, it also applies to use of the current model codes and standards because the Provisions is the key resource for updating seismic design requirements in most of those documents including ASCE 7 Standard, Minimum Design Loads for Buildings and Other Structures; and the International Building Code (IBC).

Furthermore, the 2009 NEHRP Provisions (FEMA P-750) adopted ASCE7-05 by reference and the 2012 International Building Code adopted ASCE7-10 by reference; therefore, seismic design requirements are essentially equivalent across the Provisions, ASCE7 and the national model code.

2015 Edition - NEHRP Recommended Seismic Provisions for New Buildings and Other Structures Volume I: Part 1 Provisions, Part 2 Commentary

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The NEHRP Recommended Seismic Provisions for New Buildings and Other Structures presents the minimum recommended requirements necessary for the design and construction of new buildings and other structures to resist earthquake ground motions throughout the United States. The objectives of these provisions are to provide reasonable assurance of seismic performance that will:

  1. Avoid serious injury and life loss due to:
    1. Structure collapse
    2. Failure of nonstructural components or systems
    3. Release of hazardous materials
  2. Preserve means of egress
  3. Avoid loss of function in critical facilities, and
  4. Reduce structural and nonstructural repair costs where practicable.

These performance objectives do not all have the same likelihood of being achieved. Additional detail on the objectives is provided in section 1.1.1 through 1.1.6. The degree to which these objectives can be achieved depends on a number of factors including structural framing type, building configuration, structural and nonstructural materials and details, and overall quality of design and construction. In addition, large uncertainties as to the intensity and duration of shaking and the possibility of unfavorable response of a small subset of buildings or other structures may prevent full realization of these objectives.

2015 Edition - NEHRP Recommended Seismic Provisions for New Buildings and Other Structures Volume II: Part 3 Resource Papers

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This proposal provides background on performance based earthquake design and then proposes a potential new basis for Performance Goals in the Provisions. The proposed performance goals extend the risk targeted performance targets that was first introduced in the 2009 Provisions for Risk Category I and II structures to Risk Category III and IV structures, proposes probabilistic function loss targets for Risk Category IV structures, and proposes probabilistic performance targets for nonstructural components.

2020 Edition - NEHRP Recommended Seismic Provisions For New Buildings And Other Structures Volume I: Part 1 Provisions, Part 2 Commentary

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The NEHRP Recommended Seismic Provisions for New Buildings and Other Structures (FEMA P-2082) presents the minimum recommended requirements necessary for the design and construction of new buildings and other structures to resist earthquake ground motions throughout the United States. The objectives of these provisions are to provide reasonable assurance of seismic performance that will:

  1. Avoid serious injury and life loss due to:
    1. Structure collapse
    2. Failure of nonstructural components or systems
    3. Release of hazardous materials
  2. Preserve means of egress
  3. Avoid loss of function in critical facilities, and
  4. Reduce structural and nonstructural repair costs where practicable.

These performance objectives do not all have the same likelihood of being achieved. Additional detail on the objectives is provided in section 1.1.1 through 1.1.6. The degree to which these objectives can be achieved depends on a number of factors including structural framing type, building configuration, structural and nonstructural materials and details, and overall quality of design and construction. In addition, large uncertainties as to the intensity and duration of shaking and the possibility of unfavorable response of a small subset of buildings or other structures may prevent full realization of these objectives.

2020 Edition - NEHRP Recommended Seismic Provisions For New Buildings And Other Structures Volume II: Part 3 Resource Papers

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This paper addresses the potential relationship between future NEHRP Provisions and resilience-based earthquake design, especially in the context of definitions and priorities established in federal law by the 2018 NEHRP reauthorization. It extends concepts proposed in Resource Paper 1 in Part 3 of the 2015 Provisions. Federal policy now calls for increasing earthquake resilience at the community scale and identifies building codes and standards as tools for doing so. Resilience relies on the timely recovery of the built environment.

Building codes and standards can therefore serve a resilience goal, at any scale, by providing design criteria based on functional recovery time. The current code-and-standard model is adaptable to resilience-based design, with the standard providing technical definitions and design criteria, and the code setting policy goals. The NEHRP Provisions can support resilience-based design by providing source material for a functional recovery standard. Specific design strategies and criteria would be required for different functional recovery times, much in the same way that the current Provisions set specific criteria for different seismic design categories. While many questions remain to be answered through research, the current Provisions suggest a set of requirements that might be used in the short term.

210 General Administration

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

230 Education and Training

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

240 Information Management

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

250 Health Benefits & Patient Administration

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

3.2 Primary Care Optimization Clinic (Air Force)

This section provides guidance for the space planning criteria for “Clinic of the Future” Primary Care Optimization Panels in DoD medical facilities. This concept attempts to improve patient throughput and customer satisfaction through efficient and sensitive design. The concept emphasizes a “one-stop-shopping” approach to accommodate the majority of patient needs and improve overall customer wellness. The criteria in this chapter includes four major elements: (1) extensive definitions which clarify the purpose and use of rooms within the department; (2) policies which address overriding planning considerations; (3) a listing of data required to accurately program space requirements; and, (4) specific space planning criteria/formulas for determining space required to support Primary Care Manager (PCM) panels.

301 Primary Care/Patient Centered Medical Home

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

302 Patient Centered Medical Home (Freestanding)

This issuance: To provide space planning criteria guidance in support of planning, programming and budgeting for military Medical Treatment Facilities (MTF) that fall under the authority of the Defense Health Agency (DHA).

303 Pediatric Clinic

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

311 Specialty Services

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

313 Ophthalmology and Optometry

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

316 Cardiology, Pulmonary, and Sleep Disorders Services

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

318 Behavioral Health Ambulatory Care Services

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

319 Preventive Medicine

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

320 Dental Services

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

350 Emergency and Ambulance Services

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

36 CFR Part 800 Protection of Historic Properties

Section 106 of the National Historic Preservation Act requires Federal agencies to take into account the effects of their undertakings on historic properties and afford the Council a reasonable opportunity to comment on such undertakings. The procedures in this part define how Federal agencies meet these statutory responsibilities. The section 106 process seeks to accommodate historic preservation concerns with the needs of Federal undertakings through consultation among the agency official and other parties with an interest in the effects of the undertaking on historic properties, commencing at the early stages of project planning. The goal of consultation is to identify historic properties potentially affected by the undertaking, assess its effects and seek ways to avoid, minimize or mitigate any adverse effects on historic properties.

360 Women's Health Clinic

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for military Medical Treatment Facilities (MTFs) that fall under the authority of the Defense Health Agency (DHA).

380 Occupational Therapy

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for military Medical Treatment Facilities (MTFs) that fall under the authority of the Defense Health Agency (DHA).

390 Physical Therapy

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

410 Nursing Units

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

420 Labor and Delivery/Obstetric Units

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

430 Neonatal Intensive Care Unit

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

440 Surgical Inverventional Services & Ambulatory Surgery Center

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

450 Sterile Processing

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

460 Inpatient Behavioral Health, Partial Hospitalization, Substance Abuse & Alcohol Rehab

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

510 Food Service

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

520 Logistics

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

530 Pathology and Clinical Laboratory

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

540 Radiology, Nuclear Medicine and Radiation Oncology

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

550 Pharmacy (Inpatient and Outpatient)

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

560 Veterinary Services

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

610 Common Areas

The purpose of this issuance is to provide space planning criteria guidance in support of planning, programming and budgeting for DoD Military Health System (MHS) facilities.

A Model Occupant Emergency Plan for the ACME Federal Building

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FFC Agency & Library

The purpose of this document is to reduce the possibility of injury to personnel and damage to the facility in the event of an emergency. To establish a working Occupant Emergency Plan (OEP) in accordance with federal, state, and local regulations and guidelines including General Services Administration (GSA) regulations and Department of Energy (DOE) Orders.

Academic Laboratory

Overview

Academic laboratory buildings are living laboratories that advertise, enable, excite and inform everyone within range. They include both research and teaching labs. Academic research labs can be very similar to those of the private and government sectors while teaching labs are unique to the academic sector.

This Building Type page will further elaborate on the attributes and characteristics of Academic Laboratories.


Building Attributes

A. Types of Spaces

An academic laboratory incorporates a number of space types to meet the needs of the students, teachers, faculty, staff, and visitors. These may include:

  • Laboratory: Dry
  • Laboratory: Wet
  • Conference / Classroom: For academic labs, the passive, front-facing lecture/ discussion room is becoming obsolete, yielding to the team-based interactive learning theatre where everyone can see the faces and hear the words of all in the room and those connected by the web. At Wallenberg Hall at Stanford University, there is no fixed furniture and the space can serve formal presentations, dynamic team based activities and support virtual concerts. Rooms like this are designed to allow small teams to work together in addition to dynamic full room discussions. Sophisticated audio speakers and microphones, image capture cameras and immediate digital connections to science communities around the world are the norm. In medium-to-large lecture rooms, triple projector screens are common with combination rear projection and or flat panel monitor systems often served by multiple computers with a single wireless control for the lights, blackout screens, and electronic media. These environments allow a view of the audience with the room fully illuminated; a view of the remote location; and a view of the information being shared in any combination, while capturing the entire event for future use.
  • Auditorium
  • Office
  • Library
  • Automated Data Processing: Mainframe
  • Automated Data Processing: PC System
  • General Storage
  • Light Industrial
  • Loading Dock
  • Lobby

B. Teaching Laboratories

The Science Center-Spelman College-Atlanta, GA

The Science Center provides a state-of-the-art setting for innovative teaching and research in the sciences and mathematics at Spelman College, Atlanta, GA.

Today's teaching laboratory acts as a flexible framework, holding dynamic student work groups, research zones, and support equipment in unlimited arrangements. As such, new design strategies must be put in place to address the needs of academic laboratory facilities:

  • Plan for the unexpected. Too many buildings are designed for current needs and technologies. Buildings must have extra power, data, cooling, and space over and above the minimum current requirements to serve the future.

  • As disciplinary barriers dissolve, there is a greater need for labs and experimental spaces to stage special short and long-term events. Scheduling challenges will become more difficult and the buildings and their technologies must be ready to adapt.

  • Special visualization and virtual reality labs are becoming common elements of new science buildings, with a dramatic impact on the way space will be used.

  • Personal digital devices that merge all computing, communication, and locating technologies will soon be common. Theses devices will need to connect with networks embedded in buildings or furniture to create a seamless net of information access and sharing.

  • Sustainable design is a basic responsibility and should serve as a research, teaching, and policy-changing tool. Buildings will more intentionally express the impact of day-lighting strategies, the use of local and recyclable materials, will show off on-site wastewater and storm water systems strategies, and will be more thoughtfully and actively integrated into their sites.

  • Building planners and owners must clearly understand where they are on the technology continuum and design to embrace the most current technology while creating a framework for the best technologies that will come.

Teaching laboratories differ from research labs in a number of ways. They require space for teaching equipment, such as a lectern and marker boards; they require storage space for student microscopes, book bags, and coats; and they have less instrumentation than in research labs. Also, teaching labs must support a wide range of dynamic activity from standard lectures to active team-based inquiry with all the tools and technology necessary to enable any teaching and learning task easily.

Interaction of learners and teachers occupying the same room has become more intentional, flexible and transparent to eliminate barriers and energize immediate and seamless collaboration. Classrooms must provide a greater level of visual and auditory contact between those sharing the room, and those beyond, to meet a higher standard of service to collaboration. Virtual reality and computer simulation technologies require more flexible space to serve these rapidly growing fields. Spaces must respond by becoming more flexible, changeable, and attuned to the senses.

4 options for flexible teaching labs showing 24 stations, 52.5 nsf per station

Flexible teaching lab designs.

Lighting and acoustic control must be more sophisticated and flexible in every room, to allow the varied technologies to perform at their best. Powerful image capture and audio technology is becoming more pervasive in rooms, including offices, where people share information. Acoustic control and the design of the HVAC systems must be more sophisticated and flexible in every room, to allow the varied technologies to perform at their best. The sound level in laboratories-including those with fume hoods-must be as low as the classrooms' to allow normal conversations and collaboration. Lighting systems are more energy efficient and typically include daylight sensors and occupancy sensors. In all spaces, the control of the lighting is more adjustable to serve the varied presentation technologies and changes in scientific events that occur in each space.

Some disciplines will require fixed casework, benches, and utilities, but many teaching labs have mobile casework (equipped with locks) installed in a way that allows for different teaching environments and for multiple classes to be taught in the same space. Some teaching labs even use casework that a student can easily change in height to accommodate sit-down (30 in.) or stand-up (36 in.) work. The flexibility of the furniture encourages a variety of teaching and learning scenarios. In fact, properties of traditional, fixed lab furniture (stability and vibration resistance) are merging with properties of rolling/adjustable computer furniture (infinite mobility, plug and play capability, changeability) to create a new type of furniture for most scientific pursuits. This new breed blends the need for computer connections to everything with the ability to change the individual and team work environment immediately, or move it to another space. The additional cost of flexible furniture is offset by the amount of space saved by eliminating the requirement for separate sit-down and stand-up workstations.

2 diagrams of teaching lab casework options: left shows 6 oval tables with four seats each and right shows 9 rectangular tables with 2 seats each

Teaching lab caswork options.

Depending on the discipline and number of students, shared bench space can range from 15 to 30 linear feet per teaching laboratory; is usually configured as perimeter wall bench or center island bench; and is used for benchtop instruments, exhibiting displays, or distributing glass materials. Ten to 20 linear feet of wall space per lab should be left available for storage cabinets, as well as for built-in and movable equipment such as refrigerators and incubators. A typical student workstation is 3 to 4 feet wide with a file cabinet and data and electrical hookups for computers. Fume hoods shared by two students should be at least 6 ft. wide. The distance between student workbenches and fume hoods should be minimized to lessen the possibility of chemical spills.

For undergraduate courses, write-up areas are usually provided inside the lab. (Write-up areas for graduate students are generally located outside the lab, in offices.) A teaching lab must accommodate more people (i.e., students) and stools than does a typical research lab. Prep rooms, which allow faculty to set up supplies before classes, may be located between two teaching labs. The number of students typically enrolled in a course usually determines the size of the teaching lab used for that course. A typical lab module of 10 ft. 6 in. x 30 ft. (320 net square feet [nsf]) may support four to six students. An organic chemistry lab for 24 students would be approximately 1,600 nsf. Usually there is very little, if any, overhead shelving in the center of a lab. Overhead storage is at the perimeter walls, and the center of the lab has only base cabinets so as to maintain better sight lines for teaching and learning.

Lab courses are commonly taught from 9 A.M. to 5 P.M. from Monday through Friday. As budgets tighten and continuing education and distance learning continue to grow in popularity, however, evening and Saturday classes may become more common in many colleges and universities. Moreover, some teaching labs being designed today will also be used for research. Because of these reasons, mechanical systems should be designed to be able to run at full capacity 24 hours a day, seven days a week. Also, a flexible design is recommended to accommodate enrollment fluctuations. A separate discussion room shared by several teaching labs may be an alternative to accommodating lectures in the lab. Teaching labs may be located adjacent to research labs in order to share resources. For example, if adjacent, advanced organic and inorganic chemistry labs and introductory chemistry labs can share some equipment.

C. Integrating Teaching and Research Labs

As the need for flexibility has grown and as science instruction, even at the undergraduate level, focuses more and more on hands-on experience, the traditional distinction between teaching and research labs becomes less important. An increasing number of institutions are integrating these areas to enhance undergraduate curricula and to facilitate communication between faculty and students at all levels. The greatest variances between teaching and research labs are space allocation and equipment needs. To compensate for those differences, some new facilities are designed with greater flexibility to allow lab space to be more adaptable and productive. There are several reasons for creating "homogenous" lab facilities:

  • Students at all levels are introduced to current techniques.
  • Such facilities encourage interaction between faculty, graduate students, and undergraduates.
  • A standard laboratory module with basic services accommodates change quickly and economically.
  • Common and specialized equipment may be shared.
  • Common facilities can share support spaces, such as instrument rooms, prep rooms, and specialty rooms.
  • Greater utilization of space and equipment enhances project cost justification.
  • Teaching labs can be used for faculty research during semester breaks.
Diagram of integrated teaching and research lab designs
Diagram of integrated teaching and research lab designs

Emerging Issues

Technology in Academic Laboratories

  • Few things are more compelling than a public display of learning. Large and small scale events and interactions should be encouraged by a building's easy access to simple technologies, including power and wireless networks – inside, outside, and at the student center and local café. Entrances and public greeting spaces must make the first impression unforgettable. A mix of scientific displays, interactive flat panel screens and real-time or digital video views into best teaching and research labs in action should be a basic requirement. The design should provide an unlimited access to the rich world of discovery.

  • Smart board technology allows immediate capture of the projected image and anything written on the surface while surfing the web. The smart board type touch-screen interface creates an impressive and engaging presentation in the hands of a skillful user.

  • Movable tables, equipment carts, and mobile lab casework will change the way students interact overnight, in response to pedagogical, curricular, or technology changes. Many teaching and research labs that do not require water and piped gases at each student position have fixed permanent casework and plumbing at the perimeter of the room only, with movable tables and wheeled casework providing the student work stations. The room configurations are limited only by the room size and our imagination. Overhead service carriers provide the hard-wired services needed at the movable tables. The cost and physical weight of lab furniture will begin to decrease, while the adaptability will increase.

  • Teachers no longer have to be anchored to the podium or fixed technology platform. Using wireless computing and media controls, drawing and noting on the projected image or multiple images from any computer source in the room are possible. Wireless projectors provide picture-in-picture displays, are partnered with ceiling-mounted document cameras and can receive and project images from any wireless tablet or laptop in the room. Smart technologies allow the faculty to see the screen of every student computer in the room to track attention and progress.

  • Labs now combine the best media control features of a technology-rich classroom with those of the most flexible lab. A lab may include one or two full teaching stations for projected and/or chalkboard presentations. The media systems and lighting for the lab are managed by a media control system that can be wall-mounted, desk-mounted or included in a remote wireless pad which can be carried around the room. Internet resources, past lectures, and the full media infrastructure of the campus is easily accessed and displayed in any lab or classroom in the building. Faculty (and students) can be anywhere in the room and control the presentation technology for their teaching lab or classroom. Soon partners in other cities or countries will be able to access the projector (with proper security permissions), sharing images and data real-time.

  • Research labs must include a robust technological infrastructure accessible on-demand for an unpredictable range of unique opportunities. In some cases all elements of a research setting may be on wheels or demountable. An example of this plug-and-play approach in use in a pure research setting is the Bio-X initiative at the Clark Center at Stanford. The building was planned for almost any research use, without making any space specific to any single use or discipline. All lab furniture is on wheels and can be docked to overhead services in any configuration imaginable.

  • Special scientific equipment that was typically held in a few rooms designed only for that purpose is now distributed in instrument rooms, student faculty research labs and teaching labs. More robust and more adaptable electrical and mechanical systems must be designed to allow the distribution of such equipment throughout the building.

Clients are pushing project design teams to create research laboratories that are responsive to current and future needs; that encourage interaction among scientists from various disciplines; that help recruit and retain qualified scientists; and that facilitates partnerships and development. As such, a separate WBDG Resource Page on Trends in Lab Design has been developed to elaborate on this emerging model of laboratory design.

Application

Representative Example

Florida Atlantic University, Charles E. Schmidt Biomedical Science Center, Boca Raton, FL
Architect: Perkins + Will      Completion: Fall 2001      Size: 90,000 gsf

Exterior of Charles E. Schmidt Biomedical Science Center-Boca Raton, FL
Lab inside the Charles E. Schmidt Biomedical Science Center

Charles E. Schmidt Biomedical Science Center—Boca Raton, FL Photo Credit: STH Architectural Group, Inc.

Florida Atlantic University has created a new concept that combines both open and closed labs to accommodate core research teams. Many researchers still prefer to have some research space of their own. Consequently, 640 nsf are provided for each researcher, primarily for his or her own use and specific equipment. Another 640 nsf have been programmed for each researcher, located in a large open lab. This lab has fume hoods, laminar flow hoods, equipment, and casework to be shared by the entire research team. There can be a variety of research core areas (82 ft. x 82 ft.) on the second and third floors.

Another idea implemented in this facility is a two-directional grid that allows the casework to be organized in either the north/south or east/west orientation. This provides for maximum flexibility and allows the researchers to create labs that meet their needs.

The labs are arranged with 50 percent casework and 50 percent equipment zones. The equipment zones allow the research team to locate equipment, mobile casework, or fixed casework in their lab when they move in. The equipment and future casework will be funded with other budgets or grants. This concept is very important for this project for two reasons. First, the university has not yet hired the faculty, so the specific research requirements are still unknown. Second, this concept reduces the casework cost in the initial construction budget by at least 40 percent ($600,000). The cost will be added to the furniture budget when the mobile casework is purchased.

The interior design is being developed with the use of the three-dimensional (3–D) modeling. Computer modeling gives the design team, and most importantly, the client, an opportunity to study all aspects of the interior spaces as they will exist when the project is completed. The 3-D modeling also ensures that all design decisions are thoughtfully resolved by the end of the design development process.

Concept diagrams for all the engineering systems are fully coordinated at the end of the schematic design phase. Creating these diagrams gets the engineers involved in the design, makes sure the design team has fully coordinated all systems in the building (not just architectural), and should simplify coordination for the rest of the project. The intent here is to be proactive early in the design process so as to reduce the number of change orders during construction. See also WBDG 'Whole Buildings' Approach. The building is zoned with lab and non-lab spaces to decrease overall construction costs.

Relevant Codes and Standards

The following agencies and organizations have developed codes and standards affecting the design of research laboratories. Note that the codes and standards are minimum requirements. Architects, engineers, and consultants should consider exceeding the applicable requirements whenever possible.

Additional Resources

Publications

Others

  • Laboratories for the 21st Century (Labs21)—Sponsored by the U.S. Environmental Protection Agency and the U.S. Department of Energy, Labs21 is a voluntary program dedicated to improving the environmental performance of U.S. laboratories.

Academic Library

Overview

Academic libraries include college and university libraries. Commonly referred to as research libraries, they are often used by students as a quiet place for study and research. In fact, a survey of students at the University of Notre Dame revealed that the majority of students use academic libraries as a place for study, using their own materials. The same user behavior is common to most academic libraries. As a result, when planning academic libraries, it is imperative for the design team to incorporate quiet, comfortable, and adequate space for study. Since academic libraries rely heavily on collections of print material, as opposed, for example, to the large variety of video, audio, and other forms of media commonly found in school libraries, compact shelving to house growing collections is equally an important design consideration as adequate reader seating.

Interior view of Colorado State University's Morgan Library Addition, Fort Collins, CO
Exterior view of Colorado State University's Morgan Library Addition, Fort Collins, CO

Colorado State University's Morgan Library Addition, Fort Collins, CO Photo Credit: Perry Dean Rogers Partners Architects


Building Attributes

A. Types of Spaces

There are many broad types of academic library space:

B. Planning Considerations

According to the Association of College and Research Libraries' (ACRL) Standards for College Libraries 2000 Edition, "the library facility should be well planned; it should provide secure and adequate space, conducive to study and research with suitable environmental conditions for its services, personnel, resources, and collections. This library's equipment should be adequate and functional." ACRL provides the following list of questions to answer when developing the academic library program:

Design Considerations

Design considerations for contemporary academic library space planning are outlined below:

Side-by-side computer stations at Kent State University

Kent State University provides access to Worldwide Web resources in its libraries as a service to its users. Photo Credit: Kent State University

  • Modern academic libraries must contain flexible shelving arrangements to house growing collections of research media. It is recommended that floors be designed for 150 pounds per square foot (psf) live loads to allow the arrangement of standard full-height shelving anywhere in the library. Since future growth may require shelving to be relocated, 150 psf design loads will allow the standard full-height shelving to be placed anywhere without being concerned about potential structural damage from excessive point loads caused by overloaded shelves. Increasing the design load to 300 psf allows compact shelving, as opposed to standard shelving, to be placed anywhere. Compact shelving houses a greater quantity of media than standard shelving. See also WBDG Functional / Operational.

  • Movement between adjacent spaces must be fluid. Separations by columns and load-bearing walls must be minimized as they prevent easy future expansion. Since the library's population of media as well as patrons typically increases as the years pass, future growth and expansion should be taken into consideration in the library's design program at the onset of any academic library project. See also WBDG Functional / Operational-Account for Functional Needs, Productive-Design for the Changing Workplace, Accessible—Beyond Accessibility to Universal Design.

  • Fourteen to 15-foot ceiling heights are recommended to accommodate large ductwork. Low-voltage telephone and data distribution systems are often arranged in open visible troffers and coves so that the library space can be easily arranged at a later time without the concern of relocating communications connections. See also WBDG Productive—Integrate Technological Tools.

  • User needs require that academic libraries continually update its collections. As collections grow, storage/shelving space decreases. As a result, compact shelving must be included in any academic library. Storage of periodicals or government documents in compact shelving has become common practice.

  • Computer classroom with monitor screens inserted at an angle in the desktops with smartboard at the front of the classroom

    Computer classroom at Marist College's James A. Cannavino Library, Poughkeepsie, NY Photo Credit: Perry Dean Rogers Partners Architects

  • Adequate space for information and media systems should be included in the library program. Most building programs now include information systems, instructional space, media storage, production facilities, and often the campus' computer services. See also WBDG Productive—Accommodate Technological Tools.

  • Technology has demanded new kinds of space needs. Computer workstations with adequate space for a librarian's assistance are essential and require added floor space. Electronic information kiosks located near library entrances require floor space not taken into consideration during the days before the emergence of computer technology. In addition, user needs now demand adequate space for group study, interlibrary loan centers, and seminar rooms, among others. See also WBDG Functional / Operational—Account for Functional Needs.

  • The space needs for workstations mimic that required to accommodate office workstations at 30 to 35 square feet for each reader. Although computers are commonly placed in any academic library design, space for backpacks, notebooks, and hardcopy research materials is still essential. See also WBDG Productive.

Emerging Issues

In addition to the emerging issues of sustainable design and wiring technology to accommodate modern communications (see Public Libraries: Emerging Issues), digital media, and the space required to accommodate it, is experiencing rapid growth. Digital media resources come in many forms including Internet delivery and satellite technology. Some of the program considerations for media resources in academic libraries as noted in the Association of College and Research Libraries' "Guidelines for Media Resources in Academic Libraries" are as follows:

  • The media resources program should provide adequate space for housing collections and for use of the materials. Media space design should consider the rapidly evolving world of digital media and the attendant networking requirements. Magnetic materials and optical storage media required specialized storage for conservation and preservation. Archival collections should receive special treatment and handling.

  • Media resources should be available in a variety of playback situations, including a mixture of individual, small group, and large group viewing facilities.

  • Archival media resources collections require specialized storage and handling. The library should establish a program for archiving media resources, even if housed in a separate special collection. Some media resources may need to address long-term environmental impacts from humidity and temperature.

Increasingly, academic curricula are based on collaborative and group projects. As a result, there is less and less emphasis on traditional, individual study settings, such as long rows of individual study carrels. Instead, academic libraries are developing learning centers, which provide group study rooms and settings, well-supported by access to electronic information resources, hardware tools, and associated productivity software. See also WBDG Productive—Design for the Changing Workplace and Productive—Integrate Technological Tools for flexible design concepts, which are applicable to academic libraries.

Some academic libraries are also implementing wireless communications technologies to allow library staff members to roam through the stacks and reader seating, without being bound to a reference desk, the better to provide support to patrons at the point of contact.

Relevant Codes and Standards

Model Building Codes that may apply include the following (check with local building departments for code requirements):

Note: Some states have their own state-written building codes. In addition, some localities have their own local codes. State and local building departments are the best resource for applicable codes.

Also note that the American Library Association, Building and Equipment Section has published a guide to recommended space allocations for furnishings, equipment, and resources to be housed in the library:

Additional Resources

Associations

Publications

  • Academic Libraries as High-Tech Gateways: A Guide to Design & Space Decisions, 2nd ed. by Richard J. Bazillion and Connie Braun. Chicago, IL: American Library Association, 2000.
  • Building a Scholarly Communications Center: Modeling the Rutgers Experience by Boyd Collins, et al. Chicago, IL: American Library Association, 1999.
  • Planning Academic and Research Library Buildings, 3rd ed. by Philip D. Leighton and David C. Weber. Chicago, IL: American Library Association, 1999.
  • Planning Additions to Academic Library Buildings: A Seamless Approach by Pat Hawthorne and Ron G. Martin, eds. Chicago, IL: American Library Association, 1995.

Accessibility Requirements for Navy and Marine Corps Facilities

FFC Agency & Library

The purpose of this website is to provide access to requirements and resources for the planning, design, construction and operation/maintenance of Navy and Marine Corps facilities to make them accessible to persons with disabilities. For more information, contact NAVFAC:

Jonathan Rau, RA
Naval Facilities Engineering Systems Command
(757) 322-8018
jonathan.h.rau.civ@us.navy.mil

Resources

Training

Accessibility Standards and Guidelines

The major resource for guidance on accessible design is the U.S. Access Board (Access Board). The Access Board is an independent federal agency devoted to accessibility for people with disabilities. Key responsibilities of the Board include developing and maintaining accessibility requirements for the built environment, transit vehicles, telecommunications equipment, and electronic and information technology; providing technical assistance and training on these guidelines; and enforcing accessibility standards for federally funded facilities. For additional resources, see the Access Board's Listing of Other Resources. Animations of many accessibility solutions can be found on the Animations page.

This page provides an overview of the ABA and ADA Standards, and other Guidelines to consider for access. This information should be considered in context with the overall design objectives of the project and the information in the Accessible branch of the WBDG.

Graphic of book covers ADA Application and Scoping Chapters 1 and 2 captioned as Part 1, ABA Application and Scoping Chapters 1 and 2 captioned as Part 2 that flow into Common Technical Chapters 1 to 10 captioned as Part 3

ABA STANDARDS

Standards issued under the Architectural Barriers Act (ABA) apply to facilities designed, built, altered, or leased with certain federal funds. Passed in 1968, the ABA is one of the first laws to address access to the built environment. The law applies to federal buildings, including post offices, social security offices, federal courthouses and prisons, and national parks. It also covers non-federal facilities, such as public housing units and mass transit systems, built or altered with federal grants or loans. Coverage is limited to those funding programs that give the federal agency awarding grants or loans the authority to establish facility standards.

The U.S. Department of Defense (DOD), U.S. General Services Administration (GSA), U.S. Postal Service (USPS), and U.S. Department of Housing and Urban Development (HUD) are the ABA standard-setting agencies. DOD, GSA, and USPS adopted Parts 2 and 3 of the Access Board's guidelines, making them enforceable ABA Standards. HUD has not yet adopted the guidelines; consequently, non-military housing subject to the ABA must still comply with the Uniform Federal Accessibility Standards first issued in 1984. All currently applicable ABA standards are available online.

collage of agencies info and logos involved in ADA standards

The following three standard-setting agencies(*) have published their new ABA standards, consistent with the updated ABA guidelines:

  • The U.S. Postal Service (USPS) published the "USPS Standards for Facility Accessibility" in the Federal Register in May 2005, effective for all owned and leased facilities on October 1, 2005.

  • The U.S. General Services Administration (GSA) published the "ABA Accessibility Standard" in the Federal Register in November 2005, effective for all new design, construction and alterations of GSA owned buildings on May 9, 2006, all lease-construction on June 30, 2006 and all other leases on February 7, 2007.

  • The Department of Defense (DOD) adopted the "ABA Accessibility Standard for Department of Defense Facilities" by memorandum dated October 31, 2008, effective for all new design, construction and alterations on October 31, 2008.

(*) The Department of Housing and Urban Development has not yet adopted its new ABA accessibility standard, and is still using the Uniform Federal Accessibility Standards (UFAS).

ADA STANDARDS

ABA banner celebrating 50 years

The Access Board celebrated the 50th Anniversary of the ABA in September 2018.

The ADA Standards govern the construction and alteration of places of public accommodation, commercial facilities, state and local government facilities, and transportation facilities. The U.S. Department of Justice (DOJ) and the U.S. Department of Transportation (DOT) establish the ADA Standards. Both agencies have adopted Parts 1 and 3 of the Access Board's guidelines. In their regulations DOJ and DOT included some additional requirements unique to facilities within their jurisdiction. DOJ's 2010 ADA Standards replaced the original 1991 ADA Standards and became effective on March 15, 2012. DOT's revised ADA Standards became effective in November, 2006. Both ADA Standards are available online.

The following standard-setting agencies have published their new ADA standards, consistent with the updated ADA guidelines:

  • The U.S. Department of Transportation (DOT) published the "ADA Standards for Transportation Facilities" in the Federal Register in October 2006, effective for all new design, construction and alterations on November 29, 2006.

  • The U.S. Department of Justice (DOJ) published the "2010 ADA Standards for Accessible Design" in the Federal Register in September 2010, effective for all new design, construction and alterations except transportation facilities on March 15, 2012.

For more information, contact the U.S. Access Board for a guide to ADA and ABA Accessibility Guidelines and the online versions of the current ADA and ABA accessibility standards in effect for the standard-setting Federal agencies.

ADA AND ABA ACCESSIBILITY GUIDELINES

The U.S. Access Board issues accessibility guidelines under the Americans with Disabilities Act (ADA) and the Architectural Barriers Act (ABA). The Board's guidelines are the mandatory baseline for accessibility standards issued by other Federal agencies authorized to establish accessibility standards under the ADA or the ABA. Until the Board's guidelines are adopted by one or more of these standard-setting agencies, they are not enforceable.

In 2004, the Access Board updated its ADA and ABA Accessibility Guidelines and published them in a single document containing three parts. Part 1 contains application and scoping for ADA covered facilities; Part 2 contains application and scoping for ABA covered facilities; and, Part 3 contains technical requirements common to both the ADA and ABA.

HOUSING ACCESSIBILITY GUIDELINES

THE FAIR HOUSING ACT

The Fair Housing Act (FHA) was passed in 1968 as Title VIII of the Civil Rights Act of 1968, prohibiting discrimination in the sale and rental of housing as well as other housing-related transactions. The Fair Housing Act was amended in 1988 to include protections for people with disabilities, requiring certain housing projects to meet a basic level of accessibility. In response, the U.S. Department of Housing and Urban Development (HUD) adopted accessible design and construction guidelines to implement the accessibility requirements of the FHA. The guidelines apply to "covered" multifamily dwellings with four or more units designed and constructed for first occupancy after March 13, 1991.

SECTION 504 OF THE REHABILITATION ACT OF 1973

Section 504 of the Rehabilitation Act of 1973 (Section 504) is a federal accessibility law which seeks to prevent discrimination, based on disability, under any program or activity receiving financial assistance from any federal agency, including the U.S. Department of Housing and Urban Development (HUD). Section 504 requires newly constructed multifamily dwellings with five or more units, and alterations of housing facilities in HUD-assisted programs to meet the Uniform Federal Accessibility Standards (UFAS). The UFAS Standards are available online.

HUD issued a Notice, effective May 23, 2014, that permits HUD recipients to use the 2010 Standards for Accessible Design (2010 Standards) as an alternative to UFAS to comply with the accessibility requirements of Section 504. However, HUD has deemed certain provisions of the 2010 Standards to provide less accessibility than is currently required by UFAS. There is a list of exceptions that exist for HUD recipients that elect to use the 2010 Standards to ensure the project meets at least the same degree of accessibility as is currently required under Section 504 and UFAS. HUD's Notice remains in effect until the agency formally adopts an updated accessibility standard for compliance with Section 504. For more information, contact HUD for guidance on the FHA or Section 504 standard currently in effect.

SECTION 508 (FEDERAL ELECTRONIC AND INFORMATION TECHNOLOGY)

With more online working environments and experiences becoming the norm, it is important to address Section 508 requirements. President Clinton signed into law the Rehabilitation Act Amendments of 1998, which covers access to federally funded programs and services. The law strengthens section 508 of the Rehabilitation Act and requires access to electronic and information technology provided by the federal government. The law applies to all federal agencies when they develop, procure, maintain, or use electronic and information technology. Federal agencies must ensure that this technology is accessible to employees and members of the public with disabilities to the extent it does not pose an “undue burden.” Section 508 speaks to various means for disseminating information, including computers, software, and electronic office equipment. It applies to, but is not solely focused on, federal pages on the Internet or the Web. It does not apply to web pages of private industry. For more information, see Section508.gov.

Accessible

Overview

"We hold these truths to be self-evident: that all men are created equal..." — Declaration of Independence, July 4, 1776

In daily life, as we maneuver through society, nothing is more important yet taken for granted more often than access. For millions of people with disabilities, the access that most of us take for granted is difficult, impossible, or achievable only with the intervention of a third party. We live in what is considered an independent society, yet independent access to programs, facilities, and employment is not easily achievable by many. Physical access is historically the arbiter of success and the source of opportunity in education, employment, and social freedom. Thus, accessibility is a civil rights issue for many people with disabilities and for society. See the History of Accessible Facility Design to learn more.

Whole building design requires a balanced and integrated approach to all the design objectives, including accessibility.

So information in these Accessible pages must be considered together with other design objectives and within a total project context in order to achieve quality, high-performance buildings.

Design of the 'whole building' concept: The High-Performance Building is centered and surrounded by the Integrated Team Process and the Integrated Design Approach; in the outer ring are the design objectives - Accessible, Aesthetics, Cost-Effective, Functional/Operational, Historic Preservation, Productive, Secure/Safe and Sustainable

Definition and Goals of Accessible Design

Principles and a process that support accessible design include:

Understand the Laws, Codes, and Standards that Apply

Know what laws apply and which standards they reference depending on the type of project:

Illustration of the range of disabled people

Image Courtesty of Bill Brack

  • Project developer (government vs. private entity)
  • Project use (residential, retail, office, etc.)
  • Funding sources (public vs. private)
  • Building type (new construction vs. renovation)
  • Housing type (Single family vs. multifamily)
  • Housing ownership (Condo vs. rental)

See here for more information.

Plan for Access

Successful integration of accessible design into the whole design process requires careful consideration of potentially conflicting goals for a project at its earliest stages. The design team must identify conflicts as well as synergies in order to meet project challenges. Sustainability, historic preservation, safety/security, and aesthetics can be problematic for accessibility. The following are a few examples:

  • A parking lot for a new state office building is designed with pervious pavers to meet sustainability goals. The pavers have openings of 5/8". The pavers located along the accessible route to the building violate the accessibility standard, which requires a maximum opening of 1/2".

  • A historic Federal building has a monumental entrance raised 5'–0" above grade and accessed only by stairs. The State Historic Preservation Officer has determined that altering the entrance to include a wheelchair ramp would destroy historic fabric and irreparably damage the building. GSA's accessibility standard provides an exception that allows the use of an alternative entrance in this case in order to provide access, although persons with disabilities will not be able to enter the building through the main entrance.

  • A new city courthouse has lowered office and corridor lighting power density levels (mandated by local energy code requirements to reduce energy consumption). Persons with low vision, public and staff, are adversely affected by the requirements because they require brighter lighting to facilitate functioning in the spaces.

  • A new Federal courthouse has 4'–0" x 4'–0" security planters installed at the perimeter of the site. The planters are spaced 2'–10" apart and cross the accessible route into the building. The planters are in violation of GSA's accessibility standard, which requires a minimum clearance of 3'–0" between the planters crossing the accessible route.

  • An architect has designed a performing arts center on a steeply sloping site. The entrance location requires persons on foot to negotiate a 10'–0' downhill change in level from the street, where there is public transportation available. The architect has designed a series of landscaped terraces and stairs to get from street level to the plaza in front of the entrance, but has not included ramps because they would "compromise" his design. Instead, he uses an enclosed elevator for disabled persons. Two months after the center opens, the elevator has mechanical problems and is out of service.

Identify potential conflicts at the conceptual level of a project in an integrated design team environment to avoid problems and conflicts such as the examples cited. This results in a thoughtful and successful project for all of the stakeholders.

  • Plan for access into the facility
    • Plan the location of accessible entrances and facility access points when positioning buildings on sites to:
      • Limit travel distances for people with disabilities from site arrival points, such as public sidewalks, public transportation stops, and parking, to accessible building and facility entrances.
      • Provide accessible routes which require low-effort. Where ever possible, provide walks with no more than 1:20 running slope over ramps. When ramps are required design ramps with lower running slopes and not at the maximum permitted 1:12 permitted.
      • Provide equivalent access and travel options to those provided for people without disabilities.
      • Provide equivalent, safe, easy, and compliant access into the facility while maximizing security.
  • Plan for access to spaces within the facility
    • Plan the layout of facility spaces to best accommodate all persons, including people with disabilities, such as:
      • Layout spaces whenever possible to limit travel distance between elements within the space.
      • Group and centralize spaces to limit the amount of travel required between the spaces. For instance, in a residential garden style apartment complex, centrally locating the swimming pool and associated amenities is preferred to locating the swimming pool and amenities at one end of the site.
      • Limit the need for travel between levels and the reliance on elevators and lifts, if possible. Although, obviously not an option between stories of high-rise buildings, limiting the need for vertical access on sites and within one and two story facilities and between intermediate levels of high-rise facilities reduces the likelihood of interruptions in the accessible routes, due to elevator/lift malfunctions, and limits the need to install ramps. Where vertical access is required between two levels, ramps designed at low grade, are an option to permit guaranteed access. Ramps can often be creatively integrated into designs without negatively impacting the aesthetics. For instance, integrating ramped access into a swimming pool can avoid the need to install an industrial looking pool lift which can clearly stand out from the overall design.
      • Choose lighting options which accommodate people with low-vision.

Provide Equal Access and Flexibility Accessible design benefits all of us at some point in our lives. The goal of accessible design is to provide equal use of the built environment for all people.

Incorporate Best Practices for Accessibility Compliance Overall best practices to achieve compliance with accessibility regulations should be considered through the entire project cycle, including concept design through construction completion.

Go Beyond Accessibility to Universal Design Being proactive by planning for flexible design features and products will increase the likelihood of providing equal access over the life cycle of the facility.

Understand the Relationship between Universal Design and Health An integral part of designing high performance spaces for people with disabilities is incorporating health and wellness into the built environment.

Related Issues

Building Information Modeling

A Building Information Model (BIM) is a digital representation of physical and functional characteristics of a facility. As such, it serves as a shared knowledge resource for information about a facility forming a reliable basis for decisions during its life cycle from inception onward. BIM has the potential to truly integrate accessibility into a project by considering accessibility early and throughout all phases of the project.

Wheeled Anthropometry

Anthropometry is the study of the dimensions and abilities of the human body. The IDEA Center in Buffalo started a major long-range program to establish a database on the anthropometry of wheeled mobility in 1999. This program was initiated as part of the Rehabilitation Engineering Research Center on Universal Design at Buffalo. The U.S. Access Board also began supporting the effort in 2001. A final report on Anthropometry of Wheeled Mobility Project is now available. Click here to download a PDF version of the Anthropometry of Wheeled Mobility Project report prepared for the U.S. Access Board.

Accessible Design and the Relationship to Sustainable Design

sink faucet with running water and pair of hands under running water

Automatic lighting and fixture controls are a win-win for both sustainability and accessibility.

Whole building design must consider the relationship between accessible and sustainable design. Simply put, buildings which are not designed to be accessible are not sustainable. A sustainable building is sensitive to the environment and to its users. Designing buildings for equitable use by the greatest number of people can be achieved by complying with regulatory accessibility requirements, incorporating Universal Design and Visitability concepts, and including adaptable design features.

For some time now, federal, state, and local laws and codes have required accessible design in most building types. When required accessibility is not incorporated at the onset of design or during construction, the risk of complaints of non-compliance and even litigation exists. The result could include required retrofits. Retrofitting buildings due to lack of accessibility compliance, which can create unnecessary waste and energy, is not consistent with the goals of sustainability.

Sustainability and accessibility are intrinsically linked in the design process. For example, when locating buildings on a site to optimize solar orientation, accessibility of the building entrance(s) must be taken into consideration. Will optimal solar orientation create a condition that results in building entrances which are located on a circuitous route from site arrival points? Accessibility must also be considered when selecting sustainable building materials. For example, pervious pavers may be specified to increase water infiltration, but if the installation of the pavers results in wide spaces between them or an unstable ground surface, then accessibility is not achieved.

US Courthouse, Cedar Rapids, Iowa
US Courthouse, San Diego, California

U.S. Courthouse, Cedar Rapids, Iowa

U.S. Courthouse, San Diego, California

As a result of the ABA, federal buildings are full of accessibility features that are now commonplace and benefit everyone. These include ramps, level door handles, high and low drinking fountains, and service counters with lower sections. Sustainability features such as the large expanses of glass on the facades of these two courthouses provide natural daylight and improve the overall well-being of the building occupants.

Lighting Levels and Low Vision

The Low Vision Design Committee (LVDC) of NIBS recognized that the needs of all occupants of the built environment, including those with low vision, should have adequate lighting levels. Through improvements in designs and operational procedures for new and existing facilities the committee developed Design Guidelines that enhance the function, safety, and quality of life.

21st Century Work Space

The high cost of office space in many urban areas, shrinking budgets for space, the use of telework, flexible work scheduling, hoteling and virtual work, and new technologies such as teleconferencing, web casting, telepresence, virtual phones, and Webex have moved designers to plan downsized office space where the number of work stations is significantly lower than the number of employees in order to maximize the use of space, whether owned or leased. In this arrangement, managers and employees share the same work space and there are no private offices. A docking station for a laptop computer and single or double monitors are provided at each work station. There are no desktop computers, so each person must bring their laptop computer with them on an office day. There are also no reception counters or spaces. Common "break rooms" contain cabinets, counters, refrigerators and microwave ovens that may be shared by multiple organizations. Common shared printers are kept to a minimum, and there are no individual printers. There are also communal coat closets adjacent to the work space for coats, umbrellas, etc.

GSA, a Federal agency, is using a system known as "Bookit" for employees to reserve work stations in this new type of work environment. Employees can reserve their work space for a maximum of two weeks in advance, and there is no guarantee that they will get the same work station even on two consecutive days. Work stations are reserved for an hour from the check-in time on each reservation day. When employees arrive, they notify the "Bookit" system so that the space cannot be taken by another person. Small individual lockers with electronic combination locks hold valuables and essential items. Common storage space such as lateral files are limited but available for program files and documents required for employees to do their jobs. There are also "touchdown stations" that are not subject to the "Bookit" system which can be used by employees who do not book their workstations in advance because of lack of availability or because they are only in the office for part of a work day. Private telephone conversations and small meetings are accommodated in small glass enclosed rooms with tables and three or four chairs, adjacent to the common work space. These rooms are used on an ad hoc basis. Larger conference rooms are also managed through the "Bookit" system and do not belong to any specific organizational entity, so it is possible that larger meetings may take place in other locations than where the specific organizational space is located.

Employees with disabilities who require special assistive technology, as well as certain employees who use a large amount of technology required for their jobs that is not portable, require special consideration and exceptions to the general way the space is utilized, and are provided with dedicated work stations. However, because persons with certain disabilities require provisions such as higher light levels and significant glare reduction, audio amplification, etc., commonly shared office space could prove to be an obstacle for them even though they have dedicated work stations. Consider including adjustable height workstations as well to allow for variation and flexibility in work space needs. (See also Changing Nature of Organizations, Work, and Workplace.)

Relevant Codes, Standards, Laws, and Guidelines

Codes and Standards

Guidelines

Laws

  • Americans with Disabilities Act (ADA): The ADA prohibits discrimination on the basis of disability in employment, State and local government, public accommodations, commercial facilities, transportation, and telecommunications. It also applies to the United States Congress.

  • Architectural Barriers Act (ABA): The Architectural Barriers Act (ABA) requires that buildings and facilities that are designed, constructed, or altered with Federal funds, or leased by a Federal agency, comply with Federal standards for physical accessibility. ABA requirements are limited to architectural standards in new and altered buildings and in newly leased facilities. They do not address the activities conducted in those buildings and facilities. Facilities of the U.S. Postal Service are covered by the ABA.

  • Fair Housing Amendments Act of 1988 (FHA): The Fair Housing Act, as amended in 1988, prohibits housing discrimination on the basis of race, color, religion, sex, disability, familial status, and national origin. Its coverage includes private housing, housing that receives Federal financial assistance, and State and local government housing. It is unlawful to discriminate in any aspect of selling or renting housing or to deny a dwelling to a buyer or renter because of the disability of that individual, an individual associated with the buyer or renter, or an individual who intends to live in the residence. Other covered activities include, for example, financing, zoning practices, new construction design, and advertising.

  • Rehabilitation Act of 1973, Section 504 & Section 508: The Rehabilitation Act prohibits discrimination on the basis of disability in programs conducted by Federal agencies, in programs receiving Federal financial assistance, in Federal employment, and in the employment practices of Federal contractors. The standards for determining employment discrimination under the Rehabilitation Act are the same as those used in title I of the Americans with Disabilities Act.

Additional Resources

Federal Mandates, Legislation, etc.

Organizations

Federal Agencies

The major resource for guidance on accessible design is the U.S. Access Board (Access Board). The Access Board is an independent federal agency devoted to accessibility for people with disabilities. Key responsibilities of the Board include developing and maintaining accessibility requirements for the built environment, transit vehicles, telecommunications equipment, electronic and information technology, and medical diagnostic equipment providing technical assistance and training on these guidelines; and enforcing accessibility standards for federally funded facilities. For additional resources, see the Access Board's Listing of Other Resources. Animations of many accessibility solutions can be found on the Animations page.

Publications

  • The 1995 Accessible Building Product Guide by John P.S. Salmen and Julie Quarve-Peterson. New York, NY: John Wiley & Sons, Inc., 1995.
  • Access by Design by George A. Covington and Bruce Hannah. New York, NY: John Wiley & Sons, Inc., 1996.
  • The Accessible Housing Design File by Barrier Free Environments, Inc. New York, NY: John Wiley & Sons, Inc., 2010.

Others

  • Building Research Information Knowledgebase (BRIK)—an interactive portal offering online access to peer-reviewed research projects and case studies in all facets of building, from predesign, design, and construction through occupancy and reuse.

Training

Accommodate Life Safety and Security Needs

Overview

Building projects must place a balanced priority on the protection of building occupants and assets as well as the preservation of cultural resources. So, it is important to address the protection of the building's historic spaces, finishes, and collections in the design and implementation of safety and security measures. Because each historic building is unique, cost effective, synergistic, performance solutions developed in a collaborative environment will produce the best results. See also WBDG Whole Building Approach.

Architects and engineers are licensed to be responsible for Life Safety. However, all design professionals including, facility managers, fire, security and code officials, curators, preservation officials, and building occupants should be involved early on in the planning and design process. This allows the project team to look at issues holistically and remain flexible to the challenges of the historic property.

Description

Incorporate Life Safety Codes

Interior of a former auto showroom showing the mezzanine with brick flooring, white painted woodwork, detailed celing with white globe chandeliers
Upstairs interior of a former auto showroom showing hardwood flooring, white painted woodwork, detailed celing with white globe chandeliers, and a view down to the mezzanine
Interior of a former auto showroom showing the view from the mezzanine looking toward the upstairs balcony railing that extends the length of the room, with brick flooring, white painted woodwork, detailed celing with white globe chandeliers
Drawing detail of mezzanine

Mezzanine in former auto showroom, extended the height of the railing invisibly with the use of glass. Richmond, Virginia. Photos courtesy of the National Park Service

The primary codes that address life safety are NFPA 101 Life Safety Code, the International Building Code, and NFPA 914 Code for Fire Protection of Historic Structures. NFPA 914 addresses performance approaches and equivalencies for achieving code compliance. Application of these codes should be done in consultation with code authorities and preservation experts. A number of states have enacted rehabilitation and historic building codes that may lessen the alteration of historic material (see Relevant Codes and Standards below). These codes address the following issues, depending on type of use:

Glass partition in a former school stair hall
Compatible new painted metal railing inserted on the innerside of the historic railing

Glass partition in a former school stair hall. Doors will automatically close in the event of a fire. Richmond, Virginia. Photo Credit: National Park Service

A compatible new painted metal railing was inserted on the inner side of the historic railing. National Building Museum, Washington, DC. Photo Credit: National Park Service

  • Egress: Preserve the primary, main, ceremonial entrance experience. Where existing stairs cannot be brought into compliance without significantly changing the character of the spaces, additional means of egress should be carefully located to preserve significant spaces while providing a minimum of two means of egress.

  • Fire and Smoke Separation: Design smoke separation to avoid subdividing or obscuring significant spaces, such as stairways, corridors, entry areas.

lobby with interior open stair doors retrofitted with rated glass for fire and smoke separation
closed stair doors retrofitted with rated glass for fire and smoke separation

Stair doors retrofitted with rated glass for fire and smoke separation. Photo Credit: U.S. General Services Administration

  • Fire and Smoke Detection: Early detection of heat and smoke is critical to extinguishing fires with minimum damage to historic resources. Very early response/detection systems can eliminate the need for suppression systems. This is not a common practice, and careful coordination with the relevant Authority having Jurisdiction is required. See also Technical Preservation Guideline 3.1—Fire Safety Retrofitting, U.S. General Services Administration, Public Buildings Service, 2001 . This publication provides guidance on location of detection devices unobtrusively.

Two door interior doors with drywall behind the transoms

712 Grove Avenue, Petersburg, Virginia, showing the use of drywall behind transoms on doors on this hallway. Adding drywall behind the glass is a visual change, but it does alter the overall character of the hallway. However, the solution is reversible and preserves the materials in place.

Photo Credit: National Park Service

An unprotected window (glass) facing the corridor of transom doors

Door assemblies on the interiors of historic buildings commonly include glazed transoms, which were originally used for light and ventilation. Modern fire marshals, however, restrict unprotected glass facing corridors or other public spaces due to the spread of flames and smoke should the glass break. To meet fire and life safety requirements, transoms and glass may be in-filled with painted wallboard from behind. This action slightly changes the appearance of the door assemblies, but the overall character of these features remains intact; it both satisfies code officials and meets the Secretary of the Interior's Standards.

two photos: left-open staircase in a 1920's apt lobby with a glass smoke curtain installed at the top, and right-close up view of a glass smoke curtain installed at the top of an open staircase in a 1920's apt lobby

To retain the open primary stair in the lobby of a 1920s apartment building (as opposed to enclosing the stair for fire separation), a glass "smoke curtain" was installed at the top of this feature. Along with providing sprinklers on the interior, this treatment was allowed by code officials to safely protect the occupants in the event of a fire.

Photo Credit: National Park Service

  • Fire Suppression Systems: The purpose of fire suppression systems is to cover all surfaces evenly. However, this can result in damage to historic finishes. Evaluate fire loads to determine appropriate protection. Use computer modeling to identify high-risk areas. Select and locate fire suppression systems to minimize water and subsequent mold damage to historic fabric. Alternative suppression systems such as dry systems (where lines are not filled with water), mist systems, and time delay with alarms prior to activation, help reduce water damage. Halon has been phased out, so the designer should specify a currently acceptable substitute for Halon as required. Careful and sensitive installation of suppression systems is critical to the preservation of the character of historic spaces. See the WBDG Secure/Safe—Fire Protection.

Sympathetic installation of fire suppression system at decorative ceiling

Sympathetic installation of fire suppression system at decorative ceiling.

Photo Credit: National Park Service

  • Operational Considerations: Include operational and management solutions for life safety and historic preservation when designing the systems. Ensure that staff and occupants are trained to respond promptly and summon additional resources in event of an emergency situation.

Exterior View: Retention of glass doors along historic corridor by incorporating new, code compliant doors on the interior.
Interior View: Retention of glass doors along historic corridor by incorporating new, code compliant doors on the interior.

Retention of glass doors along historic corridor by incorporating new, code compliant doors on the interior. Ottawa, Kansas. Photo Credit: National Park Service

Integrate Seismic Upgrades

Increased concern about seismic risk has led to more stringent requirements that can negatively impact historic buildings. Un-reinforced masonry construction, common to many historic buildings and structures, is particularly susceptible to damage in seismic events. The challenge of seismic upgrades in historic buildings is to accommodate strengthening in ways that do not interfere with the building façade or the volume and features of significant public spaces. For these reasons the input of qualified structural engineers with knowledge of and experience in preservation of historic buildings is essential. (Refer also to WBDG Seismic Design Principles). Wherever possible:

Seismic upgrades in rehabilitated pier building-Photo 1 of front street entrance facade
Seismic upgrades in rehabilitated pier building-Photo 2 of water view looking toward the pier
Seismic upgrades in rehabilitated pier building-Photo 3 of warehouse interior
Seismic upgrades in rehabilitated pier building-Photo 4 of parking garage interior

Seismic upgrades in rehabilitated pier building are not readily apparent, but are code compliant. San Francisco, California. Photo Credit: National Park Service

Coordinate proposed seismic upgrades with other structural improvements such as strengthening of buildings to prevent progressive collapse as part of anti-terrorism force protection measures. Refer also to WBDG Historic—Update Systems Appropriately, Structural section and Preservation Brief 41: The Seismic Retrofit of Historic Buildings: Keeping Preservation in the Forefront by David W. Look, AIA, Terry Wong, PE, and Sylvia Rose Augustus. National Park Service .

Provide Building Security

New concept design for security at the Federal Triangle, Washington, DC
A successful example of integrating an ADA access ramp with security barriers in a courthouse plaza

This garden wall concept design for perimeter security beautifies the sidewalk by incorporating vehicle barrier protection into ornamental walls, railings, and garden furniture. The inviting landscape includes new amenities such benches and sculptural features.

A successful example of integrating an ADA access ramp with security barriers in a courthouse plaza. Photo Credit: U.S. General Services Administration

General building security involves technical, physical, and operational solutions with appropriate redundancies. Before security measures are designed, a threat/vulnerability assessment and risk analysis should be conducted to determine the potential threats and acceptable levels of risk. Regarding historic preservation, wherever possible:

  • Integrate security design to minimize visual and other impacts on the historic fabric of the building. A principle goal of the entry experience is to maintain a setting that is welcoming to the visitor.
  • Seek opportunities to create amenities that are seamless with historic character.
  • Seek opportunities to create public spaces that address security measures and enhance historic character (e.g., standoff distances reduce the need to modify buildings).

Anti-Terrorism/ Force Protection (ATFP) requirements as detailed in UFC 4-010-01 may have significant impact on historic resources at Department of Defense (DoD) locations. After the loss of 19 American servicemen at the Khobar Towers bombing in 1996, the need for building standards to protect human lives at DoD facilities was recognized. Subsequent attacks on US facilities overseas, culminating in the 9/11 attacks have resulted in the current ATFP standards for buildings. Renovation projects for DoD facilities where the project cost exceeds 50% of the replacement value of the building, any glazing (window or skylight) replacement, or addition which exceeds 50% of the gross area require compliance with the UFC (Section 1-8.2.1).

The primary focus of ATFP requirements is to prevent mass casualties and reduce injury by avoiding progressive collapse of the building and mitigating hazardous debris - primarily glass. The main threat is from explosive devices, ranging in size from small devices that could be placed in a backpack to large truck bombs.

Two basic strategies are used. Ensuring that potential explosives are a safe standoff distance from the facility is the preferred strategy; this is accomplished by limiting vehicle access close to the building, controlling access, and using unobstructed landscaping schemes to make detection of potential explosives possible. The second strategy is to make the building as safe as possible if attacked. Structural upgrades to prevent progressive collapse are required for all buildings with three or more stories, minimum glazing standards to prevent injury are required for all buildings, and other measures may be needed depending on the standoff distance. The standards attempt to provide an appropriate level of protection at a reasonable cost.

ATFP requirements do not supersede Section 106 Historic Preservation requirements, but they also must be incorporated into major renovations of historic buildings (Section 1-10). Historic buildings must comply with BOTH ATFP and historic preservation requirements. Although DOD does have a waiver process for ATFP requirements, waivers are rarely granted, and the waivers must be requested early in the planning phase of the project. Typically window replacement with blast resistant glass, structural upgrades, landscaping, and relocation of existing vehicular traffic patterns provide the greatest challenges with existing historic buildings. As with all building endeavors with historic resources, early planning with preservation professionals, the SHPO, clients, and the base ATFP subject matter expert are critical to the success of the project.

Consider the following issues when designing security against terrorism for a historic property refer also to WBDG Retrofitting Existing Buildings to Resist Explosive Threats.

U.S. Capitol Building security upgrades-bollards activated when required
National Air and Space Museum security upgrades

U.S. Capitol Building security upgrades: bollards activated when required

National Air and Space Museum security upgrades, Washington, DC. Photo Credit: Smithsonian Institution

  • Site Planning: The goal for site planning is to maximize standoff distance or provide protection against potential large explosive devices and to provide clear zones adjacent to the building to facilitate observation of small explosive devices. Care must be taken to avoid significant alteration to historic landscaping. Impact-engineered site furniture and appropriately designed bollards can enhance both site amenity and security. (See the GSA Site Security Design Guide for comprehensive information on an integrated approach to site security design into public space.)

  • Architecture
    • Restoration of historic windows is preferable. Replacement of historic windows can frequently be avoided with the addition of blast-resistant interior storm windows and/or blast curtains to prevent glass fragmentation hazards (refer also to WBDG Glazing Hazard Mitigation and Retrofitting Existing Buildings to Resist Explosive Threats). See also Sustainable Historic Preservation.
    • Doors are generally required to open outward, and blast resistant doors may be required in some situations. Replacement of historic doors can often be avoided by closing an entrance or providing an additional set of doors to provide the required protection.
    • Materials and products exist that resemble historic materials but may offer more security.
    • Internal layout of spaces is important to provide entry control and protection of critical resources. If new features are required, they should comply with code and be compatible with the original design.
    • Some historic architectural elements, including ceiling elements, light fixtures and equipment, should be secured or reinforced to prevent injury and loss in security or seismic events.
  • Structural: Prevention of progressive collapse is required for buildings of three stories or more. Building modifications need to consider the threat level, structural analysis, and review of design alternatives as they relate to preservation issues. Furring in of exterior walls should be avoided where it impacts historic finishes or changes the volume and proportions of significant spaces. For guidance on sensitive building systems upgrades, refer to Historic—Update Building Systems Appropriately.

  • Electrical: Electrical issues relate to provision of power and emergency lighting as well as means of mass notification. Installing emergency generators for existing historic fixtures can eliminate the need for intrusive secondary lighting systems. Notification devices and detection equipment should be integrated to avoid damage or disruption of historic finishes. For guidance on sensitive building systems upgrades, refer to Historic—Update Building Systems Appropriately.

  • Heating, Ventilation, and Air-Conditioning (HVAC): HVAC systems must be installed and protected to prevent the entry of external contaminants. They also should allow for the isolation of contaminants and the exhaust of smoke in support of building evacuation. In general, make every effort to minimize impact on the historic fabric of the building. For guidance on sensitive building systems upgrades, refer to Historic—Update Building Systems Appropriately.

Example: Pentagon Remote Delivery Facility and Metro Entrance Facility Renovation Program

Aerial photo of Pentagon

Pentagon Reservation with Metro entrance facility Arlington, VA. Photo Credit: U.S. Department of Defense (DoD)

Pentagon Remote Delivery Facility (RDF)

Remote delivery facility with landscaped parade ground

Remote delivery facility with landscaped parade ground

The RDF is a 250,000 square foot shipping and receiving facility adjoining the Pentagon. The RDF significantly improved the physical security of the Pentagon by providing a secure consolidated location to receive and screen thousands of items shipped to the building each day. A landscaped roof provides new green space with indigenous vegetation and water reuse in what was once an asphalt parking lot. The roof landscaping also reduces storm water volume on the site and heat loading of the facility. The RDF is registered as a pilot project with the U.S. Green Building Council's Leadership in Energy and Environmental Design (LEED) program. The facility includes a building control system for energy efficiency and indoor air quality.

The Pentagon was declared a National Historic Landmark in 1992. This landmark designation protects five contributing architectural features of the Pentagon, including the Mall Terrace façade. By conforming the one-story receiving facility to the shape of the existing site, bordered by two highways, it actually improved site lines to the Pentagon's historic Mall Terrace. The façade of the RDF replicates the look and feel of the original Indiana limestone used on the exterior of the Pentagon in the 1940s.

Pentagon Metro Entrance Facility (MEF)

The MEF was a congressionally mandated security project to relocate the Pentagon bus station further from the building and to create a secure screening facility for visitors entering the Pentagon. Balancing the security needs of the Department of Defense while creating a welcoming and historically sensitive "front door" to the Pentagon is a difficult balancing act made possible with sustainable solutions. The design of the MEF uses landscaped dirt berms to mitigate the potential effects of a blast. Self-cleaning Teflon-coated fiberglass canopies protect pedestrians from foul weather and will not fragment in the event of an explosion (as is the case with glass or other less flexible materials).

Pentagon Renovation (PENREN) Goals for Sustainable Construction

  • Use resources efficiently
  • Minimize raw material resource consumption, including energy, water, land and materials, both during the construction as well as throughout the life of the facility.
  • Reuse resources
  • Use renewable energy sources
  • Create a healthy working environment
  • Build facilities of long-term value
  • Protect and/or restore natural environment

The MEF was the first Department of Defense facility to receive Leadership in Energy and Environmental Design (LEED) certification from the U.S. Green Building Council. The following features design and construction features contribute to the LEED Certification:

  • At least 50% of waste was diverted from landfill
  • Electric vehicle outlets installed
  • Vegetation covers half the open space restoring life back to the site
  • High reflectance Energy Star roofing installed
  • 20% savings in energy consumption
  • Over 50% of the building materials were assembled within 500 miles
  • Over 50% of the materials contain recycled content
  • 21% of wood-based materials were FSC certified
  • Permanent CO2 monitoring systems installed
  • Registered as a LEED project

The National Capital Planning Commission and Commission of Fine Arts cited the MEF as an exemplary project. Like the RDF, the façade of the MEF matches the existing exterior of the Pentagon to complement the appearance of the historic building. The MEF was subject to review by the Virginia State Historic Preservation Officer and other governmental review commissions since the Pentagon is a listed National Historic Landmark. PENREN adhered to the Secretary of Interior's Standards throughout the design and construction of the project.

Metro entrance facility with Pentagon security entrance and visitor screening center

Metro entrance facility (fiberglass canopy) with Pentagon security entrance and visitor screening center (terrazzo structure adjacent to Pentagon building)

PENREN chose finish materials for the security entrance and visitor center that enhance sustainability of the facility (e.g. terrazzo, certified wood, recycled content ceiling panels). Designers incorporated skylights to bring natural light into the facility thereby reducing the use of artificial lighting. The skylights allow visitors and personnel to see the monumental façade of the Pentagon (restored during the project) when ascending the escalators from the security area into the Pentagon proper.

LEED points earned on the RDF and MEF projects combine to certify the entire Pentagon Reservation under the U.S. Green Building Council's program, LEED for Existing Buildings.

Emerging Issues

 

A kit of parts showing how landscape furniture can be engineered and parts combined to meet vehicle barrier requirements with integrally-design site amenities

A kit of parts showing how landscape furniture can be engineered and parts combined to meet vehicle barrier requirements with integrally-design site amenities. Photo Credit: Westlake Reed Leskowsky/U.S. General Services Administration

 

Rehabilitation Codes

Although fire safety improvements—particularly early warning detection and quick response suppression—help to reduce the risk of devastating historic building losses, their potential to compromise historic fabric often leads to resistance against egress code compliance. Fortunately, two important trends are converging to support flexible approaches to egress code compliance: 1) alternative codes for historic and non-historic existing buildings and 2) technological advances that compensate for fire safety deficiencies and offer less intrusive solutions for prescriptive code compliance.

The general intent of life safety codes is to ensure prompt escape of building occupants, in the event of a fire, to a safe area. The code addresses construction features such as the a) width, length, and fire resistance of exit paths and b) ability of construction materials to contain fire and prevent its spread; fire protection features such as smoke detection devices, alarms, and fire suppression systems; occupancy and operational features such as emergency evacuation planning; and fire precautions during construction.

Increasing recognition that compliance with prescriptive codes written principally to guide new construction, onerous enough to discourage investment in older urban areas, has led states such as California (California Historical Building Code [2016] ), New Jersey (New Jersey Rehabilitation Sub-Code [1999]) and Maryland (Maryland Building Rehabilitation Code) to adopt Smart Codes, or Rehabilitation codes that provide flexibility to achieve life safety goals without wholesale building reconfiguration.

In 2000 the U.S. Department of Housing and Urban Development released an updated and expanded edition of Fire Ratings of Archaic Materials and Assemblies  with the expressed goal of promoting the preservation and reuse of America's older housing and building stock. This guide provides fire ratings for a wide variety of materials and assemblies found in buildings from the nineteenth to the mid-twentieth centuries, as well as methods for calculating the fire resistance of general classes of archaic materials and assemblies for which no documentation is available. The 2000 edition also includes an array of details developed by English Heritage for upgrading the fire resistance of wood panel doors. The document has found widespread acceptance among code officials and has been incorporated into numerous state and local building codes, model code publications, and (U.S.) National Fire Protection Association standards.

In addition, the National Fire Protection Association's NFPA 914 Code for Fire Protection in Historic Structures provides alternatives, including performance-based approaches and operational solutions, for meeting the intent of the NFPA Life Safety Code within the framework of the Secretary of the Interior's Standards for the Treatment of Historic Properties. The intent of NFPA 914 is to ensure prompt escape of building occupants while minimizing the impact of fire and fire protection on the structure, contents, and architectural features that give a building its historic character.

Relevant Codes and Standards

Life Safety

Seismic Upgrades

Security and Anti-terrorism

Additional Resources

Publications

Account for Functional Needs

Overview

Programming should begin with a clear definition of the activities to be performed and the people who will use the space and surroundings. Accounting for functional and psychological needs is a primary purpose of the planning process that defines an owner's functional and physical requirements for each spatial element in a building or facility. This process seeks to:

  • state the problem;
  • establish goals;
  • collect and analyze facts;
  • establish functional relationships;
  • uncover and test concepts;
  • define space requirements for all spaces;
  • and finally state the problem to direct a course of action.
Spatial diagrams of the Wieden + Kennedy Ad Agency building showing three levelsof the structure.

Primary Systems diagram of the Wieden + Kennedy Ad Agency building—Portland, OR Photo Credit: Allied Works Architecture

Adequate programming performed in the project planning phase will clearly delineate in-use requirements and relationships of occupant activities and spaces required for all supporting building systems and equipment. Effective programming will include all pertinent stakeholders to identify that all "Whole Building" functions and needs have been identified. Conducting programming and design charrettes with these stakeholders is an effective means of enhancing integrated functionality and mutual agreement on a design approach.

See WBDG Architectural Programming for a more detailed explanation of how architectural programming helps the project team achieve a well-functioning high-performance building.

A truly functional building will require a thorough analysis of the parts of the design problem and the application of creative synthesis in a solution that integrates the parts in a coherent and optimal operating manner. 'Whole Building' design is characterized by a design solution that functions well from an occupant activity and building systems point of view.

There are several key steps in the development of project requirements that fully describe the design problem. They are:

  • Understand how the work processes support the mission and purpose of a facility;
  • Define spatial requirements for occupant activities and equipment in a Space Program;
  • Understand functional relationships among the programmed spaces;
  • Anticipate installation, Operations & Maintenance (O&M) practices, spatial change, and replacement of building equipment;
  • Accommodate information technology (IT), communication, and other building systems equipment; and
  • Consider serviceability (clearance) requirements.

Recommendations

Understand How the Functional Needs Support the Mission and Purpose of a Facility

  • Set owner's design objectives in the early planning stage.
  • Determine facility use, occupancy, and activities to be housed.
  • Consider the functional needs in the context of all the other design objectives to ensure a balanced and integrated design.
  • Balance the owner's and users' needs and goals for space, quality, budget, and time.
  • Reference building type guidelines. See also WBDG Building Types.
  • Look beyond the facility to understand the role the site plays in meeting the functional needs in support of the mission and purpose of a facility.
West-facing façade of Federal Center South Building 1202

West-facing façade of Federal Center South Building 1202, headquarters of the US Army Corps of Engineers (USACE). The "oxbow" design solution provides an ideal workplace environment for the USACE, emblematic of their mission of "Building Strong." The building's form-reflecting the natural oxbows past and present in the adjacent Duwamish Waterway-is functional and infinitely flexible to accommodate the USACE's constantly changing team-based work. Photo Credit: Benjamin Benschneider


Define Spatial Requirements for Occupant Activities and Equipment

  • Consult all pertinent stakeholders for their requirements.
  • Consult planning guides and specialists on programmed activities equipment.
  • Document all regulatory requirements, such as building codes, accessibility laws, anti-terrorism/force protection (ATFP), etc.
  • Explore the possible necessity of making spaces flexible to accommodate changes in business practices, work activities, and technologies.
  • Consider building operations and maintenance activities in the defining of space requirements.
  • Look beyond the building to understand the role the site/landscape plays in defining spatial requirements for occupant activities and equipment.

Understand Functional Relationships Between Program Spaces

  • Engage user groups in discussions to brainstorm functional relationship solutions.
  • Examine patterns of activity in facility programs and consider how those patterns create spatial relationships.
  • Account for physical security requirements in the layout of space planning.
  • Consider impacts of building systems and engineering needs on spatial relationships in indoor and outdoor occupied and unoccupied spaces.
  • Leverage opportunities to consider quality environmental elements such as: natural light, spatial volume, views, connection to the landscape and nature, texture, and materials. See also WBDG Aesthetic Opportunities and Aesthetic Challenges.
  • Again, look beyond the facility to understand the role the site/landscape plays in the functional relationship between spaces and even the larger community.
Photo of the Vontz Center for Molecular Studies

Vontz Center for Molecular Studies—Cincinnati, Ohio. This 150,000 gsf., $35 million interdisciplinary research center is designed to accommodate neuroscience and cancer research. It includes core science research labs, offices, support areas, and seminar rooms with fully accessible mechanical, electrical, and support spaces between the main laboratory floors. Adequate programming is necessary to the design of such a complex building. Photo Credit: BHDP Architecture

During Schematic Design Anticipate Installation, Operation, Spatial Change, Reuse, and Replacement of Building and Equipment

  • Incorporate infrastructure system needs (structural, electrical, plumbing, and mechanical systems) as integral parts of early design concepts.
  • Account for structural loads (dead and live) of building systems and equipment.
  • Ensure that all building system equipment and furniture, fixtures, and building equipment (FF&E) can actually be installed, operated, and replaced.
  • Consult facility O&M personnel in the programming and early design stage.
  • Plan infrastructure for flexible spatial modifications or "churn" and repurposing of the building in the future.

Accommodate Information Technology (IT), Communication, and Other Building Systems Equipment

Consider Serviceability (Clearance) Requirements

  • Design for vehicular clearances in the site design (e.g., drives, gates, ramps, parking).
  • Design for vehicular clearances in building design (e.g., doors, docks, obstructions).
  • Design for proper equipment access for maintenance and removal and replacement of equipment and/or major components, such as filters, boiler tubes or piping.
  • Design for equipment and system life cycle.
  • Design for maintainability (including housing of maintenance equipment).
  • Consult facility O&M personnel in the design process.

Related Issues

  • Computer-based space programming applications
  • Appropriate accommodation for the changing nature of work (flexibility and productivity)
  • Virtual workplaces and increased use of "Hoteling" for work space
  • Building Information Modeling (BIM) (defining object functionality for facility life cycle)
  • Adaptability for possible change of building needs and function over time.
  • With today's emphasis on sustainability and green building design, maintain a balanced perspective with the other key design objectives.

Relevant Codes and Standards

Additional Resources

WBDG

Design Objectives

Accessible, Cost-Effective, Productive, Secure / Safe, Sustainable

Publications

Associations

Others

Achieving Sustainable Site Design through Low Impact Development Practices

Introduction

A. Definition of Low Impact Development (LID)

Low Impact Development (LID) is a sustainable storm water management strategy that is gaining rapid acceptance in the United States to meet regulatory compliance and resource protection goals and is practiced extensively in Europe. The increased use of LID is in response to burgeoning infrastructural costs of new development and redevelopment projects, more rigorous environmental regulations, concerns about the urban heat island effect, and the impacts of natural resources due to growth and development. The frequency of droughts and concern about water quality issues have also prompted interest in the treatment and the reuse of storm water as a viable resource and has resulted in a shift in the way planners, developers, architects, engineers, and the public approach the control of storm water and conservation of rainwater. Many municipalities across the nation have embraced LID due to its holistic approach to site design and overall sustainable design. There are countless examples of jurisdictions that have proactively revised their development policies, codes, growth and management plans and implemented LID technologies to manage storm water at its source and collect rainwater for secondary use.

The LID strategy controls water at the source—both rainfall and storm water runoff—which is known as 'source-control' technology. It is a decentralized system that distributes storm water across a project site in order to replenish groundwater supplies rather than sending it into a system of storm drain pipes and channelized networks that control water downstream in a large storm water management facility. The LID approach promotes the use of various devices that filter water and infiltrate water into the ground. It promotes the use of roofs of buildings, parking lots, and other horizontal surfaces to convey water to either distribute it into the ground or collect it for reuse.

The LID approach differs from conventional conveyance systems as it promotes the highest and best use of the intrinsic land form and built structure(s) to both distribute storm water and collect rainwater. The uniqueness of LID is the interaction and function of water on a site. It capitalizes on the integration of infrastructure, architecture, and landscape in order to create a balanced, hydrologically functional and sustainable site. The LID approach handles water like the valuable and viable resource that it is, for the water that reaches a project site is a valuable commodity and can be used in innumerable ways.

LID encompasses the use of structural devices (engineered systems) and non-structural devices (vegetated, natural systems). It uses a combination of these technologies, or a "suite of technologies," to maintain or restore the natural hydrologic functions on a site with the goal of reducing the impact of development. The goal is to structure the development of a site so that the pre-development conditions are not altered excessively. Of particular concern are the rate of storm water runoff, the pollutants in the water, and recharge of water into the ground. By reducing water pollution and increasing groundwater recharge, LID helps to improve the quality of receiving surface waters and to stabilize the flow rates of nearby streams. The integrated LID devices that are available allow the designer to restructure the built environment to control storm water and capture rainwater in order to minimize the impact of development. The integration of LID devices permits the developer and designer to use an array of storm water management devices that are both cost-effective and environmentally sound. The LID strategy is not a static design approach, however, is very dynamic and adaptable. LID has been proven to reduce development and infrastructure costs, minimize operations and maintenance costs, and improve the marketability of projects.

Key elements of LID - Conservation (Preserves native trees, vegetation and soils. Maintains natural drainage patterns.), Small-scale Controls (Mimics natural hyfrology and processes.), Customized Site Design (Ensures each site helps protect the entire watershed.), Maintenance, Pollution Prevention and Education (Reduces pollutant loads and increases efficiency and longevity. Educated and involves the public.) and Directing Runoff to Natural Areas (Encourages infiltration and recharge of streams, wetlands and aquifers.)

Figure 1: Key Elements of LID

B. Background of LID

LID was pioneered in the 1990's by the Prince George's County, Maryland Department of Environmental Resources. The LID effort in Prince George's County began with the development and use of bioretention cells. The County's initial experience with bioretention led to a full-scale effort to incorporate LID into the County's resource protection program. In 1998, the County produced the first municipal LID manual. This was later expanded into a nationally distributed LID manual that was published in 2000. A feasibility study was prepared by the LID Center in 2002 that provided guidance on how LID could be used to retrofit urban areas. Since then the LID Center, other water research organizations, and universities have been developing tools, strategies, and techniques to incorporate LID into research and regulatory programs.

C. The Benefits of LID

The primary benefits of LID are:

  1. To prevent degradation of water quality and natural resources,
  2. To manage storm water more efficiently and cost effectively,
  3. To protect groundwater and drinking water supplies, and
  4. To help communities grow more attractively.

D. Models of Ingenuity

There still are many barriers to using LID technologies, primarily because of unfamiliarity with the technologies, and obstacles in the administrative and permitting process. However, many models already exist that illustrate the ingenuity of municipalities across the country to incorporate sustainable practices into their development codes and policies to protect their natural resources and manage storm water. Many communities have streamlined processes and revised their regulations and development codes to promote LID storm water management applications.

One popular practice among planning departments is extending provisional variances or waivers of standards to developers, engineers, and architects for projects that demonstrate the use of LID technologies. Many areas of the country that are progressive with respect to alternative storm water management applications are beginning to adapt their local codes and zoning laws as a result of successful pilot programs. Demonstration projects have repeatedly stimulated interest in LID practices and have prompted the passage of ordinances, revisions to development policies and codes, amendments to storm water management guidelines, and often influenced modifications to growth and management goals or Comprehensive Land Use Management Plans. Municipalities have used the pilot projects to:

  • Demonstrate sustainable materials and products,
  • Monitor storm water runoff,
  • Measure the impact to adjacent waterways,
  • Determine cost benefits,
  • Streamline permitting and administrative approval processes, and
  • Evaluate public involvement and acceptance.

E. The Challenge of LID

LID is in the early stages of adoption in the United States and a challenge exists to assist municipalities in adapting these approaches and techniques. Although the technologies are relatively new to planners in this country and innovative in their response, they have been successfully used in Europe and Asia for many years. The technologies are not experimental; rather they are proven and tested. The challenge is to implement these technologies in inventive configurations. However, the pursuit of innovative technologies is not a foreign concept to developers, engineers, and architects that advocate and promote green building and sustainable design.

F. Case Studies and Pilot Projects

There are many exemplary programs that have used a broad range of planning methods and systematic approaches to develop policies, practices, and procedures to meet local water quality regulations and environmental challenges. Municipalities such as Portland, Oregon have incorporated LID techniques into their urban resource protection programs. Local governments throughout the Puget Sound (Washington State) have revised ordinances, or passed new ordinances, to allow for and encourage LID practices. Several successful pilot projects have been constructed locally and nationally and have demonstrated the effectiveness of managing runoff, reducing construction and maintenance costs, and enhancing communities. As a result, they have created significant interest in LID. Refer to Section IV for more detailed descriptions on case studies and pilot projects.

Description

A. LID Site Design Goals

The goal of LID site design is to minimize the generation of storm water runoff and to treat pollutant loads where they are generated. This is accomplished by directing storm water towards small-scale systems that are dispersed throughout the site with the purpose of managing water in an evenly distributed manner. These distributed systems allow for downsizing or elimination of storm water ponds, curbs, and gutters, thus saving on infrastructure and storm conveyance costs. Eliminating (or reducing the size of) ponds makes available additional land for open space, lots, or supplementary building footprint.

Because LID embraces a variety of useful techniques for controlling runoff, designs can be customized according to local management requirements and site constraints. Designers and developers can select the LID technologies that are appropriate to a site's topographic and climatic conditions and are appropriate to meet storm water control requirements. New projects, redevelopment projects, and capital improvement projects are all candidates for implementation of LID.

B. LID Site Design Strategies

Site design strategies for every design project address the arrangement of buildings, roads, parking areas, site features, and storm water management plans. LID builds on conventional design strategies by exploiting every surface in the infrastructure—natural and hardscape—to perform a beneficial hydrologic function. The surfaces are used to retain, detain, store, change the timing of, or filter runoff in a number of different configurations and combinations. Some of the more prevalent site design techniques include:

  • Reduce imperviousness by using permeable paving or landscaping to break up expanses of impervious surfaces.

  • Direct runoff into or across vegetated areas to help filter runoff and encourage groundwater recharge.

  • Preserve, or design into the infrastructure, naturally vegetated areas that are in close proximity to parking areas, buildings, and other impervious expanses in order to slow runoff, filter out pollutants, and facilitate infiltration.

  • Reduce street widths.

  • Remove curbs and gutters from streets, parking areas, and parking islands to allow storm water sheet flow into vegetated areas.

  • Use devices such as bioretention cells, vegetated swales, infiltration trenches, and dry wells to increase storage volume and facilitate infiltration.

  • Grade to encourage sheet flow and lengthen flow paths to increase the runoff travel time in order to modify the peak flow rate.

  • Disconnect impervious areas from the storm drain network and maintain natural drainage divides to keep flow paths dispersed.

  • Disconnect roof downspouts and direct storm water into vegetated areas or into water collection devices.

  • Install cisterns or sub-surface retention facilities to capture rainwater for use in irrigation and non-potable uses.

  • Install vegetated roofs or garden roofs.

  • Use native plants (or adaptable species) to establish an adaptable and low maintenance landscape that requires less irrigation and are appropriate for the climatic conditions.

  • Use naturally occurring bio-chemical processes in plants located in tree box filters, swales, planter boxes.

  • Divert water away and disconnect from the storm drain or CSO using correctional drainage techniques.

C. LID Site Planning Process

This following is a model LID design strategy. It is important to have a clear idea of the sustainability goals in order to develop an effective LID storm water management program. Once strategies and LID technologies are identified, a master plan can be prepared.

LID design development and planning process - Define project objectives and goals, analysis and site evaluation, create overlay, develop specific control strategies, design lid master plan, develop schedule funding and implement plan, evaluate success and (loop back to 'develop specific control strategies) reevaluate and modify lid design

Figure 2: LID Design Development and Planning Process

A step-by-step process for LID design development is described below:

Step 1: Define Project Objectives and Goals

  1. Identify the LID objectives for the entire project.

  2. Determine the goals and feasibility for water quality, water quantity, peak runoff control, and on-site use of storm water.

  3. Determine project character/aesthetic. Identify the baseline principles from which LID design decisions will be made by defining the LID technologies that support the concept and visual aesthetic. Determine if it is a goal to irrigate open space with captured rainwater, or whether rain barrels are a suitable aesthetic for front or back yards. Determine if it is important to offer residential homeowners the ability to use rain barrels for private irrigation needs, or use subsurface detention facilities for carwashes. Consider whether green roofs or roof gardens are consistent with the envisioned architectural design.

  4. Prioritize and rank basic objectives.

Step 2: Analysis and Site Evaluation

A site evaluation will facilitate LID design development by providing infrastructural, contextual, cultural, and community clues that will assist in the development of a LID program.

  1. Conduct a detailed investigation of the site through collected materials such as drainage maps, utilities information, soils maps, land use plans, and aerial photographs.

  2. Perform an on-site evaluation highlighting opportunities and constraints, such as pollutant hot spots, potential disconnects from Combined Sewer Overflows (CSOs), slopes, critical drainage areas, sunlight, shade, wind, habitat, potential green corridors, circulation, power lines, and storm drains. Make note of potential LID practices and areas where water quality and quantity controls could be installed.

Step 3: Create Overlay

  1. Classify the land use on the project site.

  2. Review the proposed architectural plan to identify buildings and structures, open or vegetated space, parking lots, parking lot islands, side yards, vegetated strips adjacent to sidewalks, and buffer areas.

  3. Create an overlay that identifies opportunities for LID devices.

Step 4: Develop LID Control Strategies

  1. Develop a list of LID control strategies that potentially fulfill the objectives. Determine the appropriate number of LID controls needed. Identify specific LID technologies for the project site and determine how to integrate them, keeping in mind the optimum location, to meet their design objectives.

  2. Specify LID technologies for each land use component.

Step 5: Design LID Master Plan

  1. Sketch a design concept that distributes the LID devices uniformly around the project site. Keep in mind that some LID technologies can be used to capture storm water from adjacent impervious areas. Consider where public recreation areas can be provided, such as networks of open space or green corridors. Take into account using all surfaces (built, hardscape, and landscape). Keep in mind the multifunctional aspect of LID technologies (i.e., parking lot with sub-surface detention facility).

  2. Develop a master plan that identifies all key control issues (water quality, water quantity, water conservation) and implementation areas. Specify specific LID technologies and any connections they have to storm water overflow units and sub-surface detention facilities.

  3. Finalize the plan.

Step 6: Develop Schedule, Funding, Construction, and Implementation Plans

The development process is not a linear or static process but one that is dynamic and adaptable.

Step 7: Evaluate Success or Modify Design

Developing a storm water management program using LID principles and practices is a dynamic process. Evaluate the design to see if it meets project storm water management objectives. This will be achieved by:

  1. Conducting modeling and/or calculations to determine if the master plan meets storm water control objectives. If the design does not meet the requirements, consider alternative strategies and repeat Steps 4, 5, and 6.

  2. Periodically reevaluate the plan during the implementation process to determine if revisions need to be made to the storm water management program.

D. LID Technologies and Water Conservation

The following example addresses a way to determine the goals for on-site reuse of rainwater and water conservation. Determine which level of on-site reuse and water conservation is consistent with project objectives. A list of suitable LID technologies is suggested for the different water conservation levels.

  1. Level One: Distribution Storm water runoff is distributed using open and vegetated areas to increase infiltration and reduce the amount of storm water that enters the storm drains. This requires minimal infrastructural modifications/additions. LID Technologies: Sheet flow to rain gardens, bioswales, bioretention cells, tree box filters, soil amendments, structural soil, native and sustainable ornamental plants

  2. Level Two: Hardscape Materials and Curbs Replace hardscape materials with permeable materials. Construct sidewalks, parking bays, and internal alleys with materials, such as permeable concrete or green grids, that allow water to infiltrate. Slope roads in the directions of the parking lot islands, and construct curb-less islands to allow water to flow into the island. Minimal infrastructural alterations/additions are required. LID Technologies: Permeable paving, curb-less parking lot islands, porous concrete parking bays, and above listed technologies

  3. Level Three: Recycling Rainwater and Runoff This level uses above-ground LID devices to channel and collect rainwater from roofs, and uses sub-surface facilities to treat and collect runoff from roads and sidewalks. The recycled and stored water is used for irrigation and other non-potable purposes. The devices are integral with the buildings and infrastructure. Significant infrastructural alterations/additions are required. LID Technologies: Disconnected roof drains, cisterns, sub-surface storm water retention facility (below parking lots), rooftop channels, rain barrels, and above listed technologies

LID can be thought of as a component of the larger approach to sustainable design and water conservation. LID makes use of the rainfall and storm water that reaches a site, filtering it and directing it for reuse. LID site design technologies can be incorporated into the overall LEED Water Efficiency and Innovative Wastewater Technology goals pertaining to water use, recycling grey water, and water sewage treatment.

This analysis was compiled through a grant through the National Fish and Wildlife Foundation.

Application

LID Implementation Examples

Many municipalities in the U.S. have been very proactive in using on-site source control methods to manage storm water, such as in Maplewood, Minnesota. In 1995, Birmingham Street, in Maplewood, was retrofitted with rain gardens adjacent to curb-less streets, instead of conventional curb and gutter, and became a precedent for future streetscape improvement projects in the county. The City of Olympia, Washington, has been very proactive in requiring certain sustainable storm water management practices to reduce the impact of impervious areas (e.g., narrower streets and permeable parking bays) and have adopted new codes and development guidelines. The City of Portland, Oregon, has revised zoning codes for parking lots to reduce the minimum size of parking bays and increase the required interior landscaping. Santa Monica, California, has modified its municipal code to encourage the use of sustainable practices including a number of site, landscape and water conservation technologies.

Some successful LID design and program development models include:

1. Olympia, Washington—Green Cove Basin

Key Goals
  • Designate Green Cove Creek as a sensitive drainage basin.
  • Adopt low impact development regulations within designated sensitive drainage basins which may include storm water standards, critical area regulations, zoning designations, and other development standards.
  • Protect critical areas in designated sensitive drainage basins.
  • Direct development away from sensitive areas.
Key Elements
  • Increases allowable residential densities from single-family to duplex and multi-family uses.
  • Limits maximum impervious surface coverage per lot.
  • Reduces lot widths and setbacks.
  • Increases maximum building heights.
  • Changes zoning to allow multiple uses.
  • Allows use of pervious materials on driveways and sidewalks.
  • Requires use of pervious materials on new parking areas.
  • Reduces width of local access streets to 18 feet.
  • Reduce width of neighborhood collector streets to 25 feet.
  • Increases width of sidewalk planters to 25 feet.
  • Requires use of a rock infiltration gallery/conveyance system on roads where street slopes are less than 5 percent.
  • Increases minimum tree density to 220 trees per acre (approx. 55%).
Comments

The ordinance requires the use of one technique to handle street runoff, rather than providing a suite of technologies that might be more adaptable to different situations. The ordinance does not specifically address the treatment or capture of runoff from buildings.

2. Portland, Oregon—Amendments to Zoning Code

Objective

To promote integration of storm water management facilities into parking lot layouts, to decrease the size of parking stalls and aisles, and to increase parking lot landscaping.

Key Elements
  • Promotes management of parking lot runoff within parking lot landscaping.
  • Reduces parking space dimensions to 16 feet x 18½ feet for 90-degree parking.
  • Reduces aisle width to 20 feet.
Comments

An effort was made to permit and promote the management of parking lot runoff within interior landscaping, but to avoid creating excessive complications for retrofits of existing parking lots. The zoning code does not explicitly require that storm water runoff be managed within parking lot landscaping. The regulation of storm water management is left to the Bureau of Environmental Services. Specific requirements for parking lot runoff management are included in the city's Storm Water Management Manual.

3. Santa Monica, California

Objective

To reduce runoff volume and contamination from both existing properties and future developments.

Key Elements
  • Establishes "Good Housekeeping Requirements" for existing properties, including the removal of hazardous substances from areas susceptible to runoff and restrictions on the washing down of paved areas.
  • Requires all new developments and substantial remodels to submit an "Urban Runoff Mitigation Plan", and to reduce projected runoff for a project site by twenty percent. Provides a list of recommended design elements, including, but not limited to:
    • Maximize infiltration using:
      • biofilters
      • green strips
      • swales
      • permeable materials in lieu of hardscapes
    • Maximize amount of runoff directed permeable areas
    • Orient roof runoff toward permeable surfaces or structural BMPs
    • Modify grading to divert flow to permeable areas
    • Design curbs to minimize isolation of permeable or landscaped areas
    • Maximize storm water reuse
    • Use cisterns, retention structures or green rooftops to store runoff for reuse
    • Install BMPs to remove pollutants from runoff
    • Urban Runoff Mitigation Plan must include maintenance plan and applicant's signed statement accepting responsibility for all BMP maintenance.
    • Downspouts and subsurface pipes directing storm water to the curb must be fitted with a French drain system of perforated pipe and gravel.
Comments

Substantial differences exist between the ordinance as adopted in 1992 and the most recent revision (2000). Both versions are included for the purpose of comparison. At some point, it may be instructive to research the reasons for changes in language and specific requirements.

4. King County, Washington-LID / Built Green™ Demonstration Projects

Objective

To create three safe, healthy, and diverse communities that are sustainable and affordable, and to study the efficiency of the development review process as it affects project affordability.

Key Goals

The three (3) pilot projects will:

  • Demonstrate environmentally-friendly storm water management techniques (low impact development) that use landscaping and small-scale hydrologic devices to capture, filter, and infiltrate storm water runoff.
  • Demonstrate ecologically sound approach to managing the built environment using Built Green™ construction principles.
  • Feature recycled materials, energy efficiency, and natural habitat protection.

The three projects are:

  1. Hope VI Park Lake Homes in White Center: An urban infill mixed-use redevelopment site of 900 units: new single family and multi-family housing units; developed by King County Housing Authority
  2. Shamrock in Renton: An urban single family residential project of 100 single family housing units developed by Camwest, a private developer
  3. Sunflower Development on Vashon Island: A housing project of 14 single family homes
Key Elements

The modifications and waivers to standard development regulations that may be modified for the low impact development and Built Green™ demonstration projects may include:

  • Zoning
  • Density and dimensions
  • Design requirements
  • King County road standards
  • Parking and circulation
  • Landscaping and water use
  • Drainage review requirements
  • Environmentally sensitive areas
  • Signs

5. Maplewood, Minnesota

Objective

Adopted LID storm water management techniques as an alternative to conventional curb and gutter infrastructure in a 1950s residential community slated for a street improvement project.

Key Goals
  • Retrofit two blocks of existing streets and front yard municipal storm water easements with rain gardens that infiltrate storm water.
  • Reduce capital costs for municipal infrastructure by avoiding curb and gutter installation.
  • Build an ecologically friendly landscape that supports biodiversity.
  • Create a culturally sustainable landscape through community involvement.
  • Enhance the aesthetic of the neighborhood.
Key Elements

The landscape retrofits include:

  • Grassed swales in storm water easements.
  • Rain gardens in front yards of volunteer residents. Residents selected from seven types of garden designs that use native plants, such as "easy shrub," "butterfly and friends," or "Minnesota prairie garden". The city provided the landscape design and all of the plants required for their garden.
  • French drains installed at key locations to increase infiltration capacity.
  • The front yard gardens create a landscape corridor up and down the street.
  • An abandoned lot was used as a storm water retention area and has become a community nature garden.
  • The program is supported by community education and outreach programs and promotes public involvement.
  • Questionnaires address homeowners' uncertainties about design, the use of the storm water easement in their front yard, maintenance, and care.
  • Annual community "planting days" are scheduled where city personnel and residents demonstrate how to plant and maintain rain gardens.

This analysis was compiled through a grant through the Summit Fund of Washington.

Low Impact Development Technologies

Refer to the Low Impact Development Technologies Resource Page for more detailed descriptions about specific LID technologies, cost comparisons, benefits, and their use.

Relevant Codes and Standards

Regulatory Compliance

  • Chesapeake Bay Agreement 2000
  • Clean Water Act
    • Section 303. Total Maximum Daily Loads
    • Section 311. Spill Prevention, Control and Countermeasure Requirements
    • Section 319. State Non-Point Source Management Program
    • Section 401. Certification and Wetlands
    • Section 402. National Pollutant Discharge Elimination System (NPDES) Program
    • Section 404. Regulation of Dredged or Fill Material
  • Safe Drinking Water Act Wellhead Protection Program
  • Coastal Zone Management Act
  • Energy Policy Act of 1992
  • Estuaries and Clean Waters Act of 2000
  • National Environmental Policy Act of 1969
  • Sikes Act

Federal Directives

Additional Resources

Organizations

Publications

Design and Analysis Tools

Training

Research

Other

Acoustic Comfort

Introduction

The acoustical environment of a workspace is often given little or no attention during project planning and design. The functionality and aesthetics of the workspace are usually the primary focus of the designer. Sometimes overlooked, are the factors contributing to the productivity of employees occupying the workspace. Providing a comfortable environment for employees contributes significantly to their optimum performance and reduced absenteeism. Workspace comfort is a combination of factors that includes daylighting and electric lighting, indoor environmental quality, temperature, and acoustics. The assault on ears in the workplace can come from traffic noise outside, mechanical equipment in adjacent spaces, and copiers, phones, and voices within the workspace.

Description

Graphic depicting sound from the mouth through a megaphone to the ear

The focus of this resource page is primarily on acoustic comfort in offices, classrooms, and conference rooms, though the concepts may apply to other space types, as well. For other occupancies see the references at the end of this page.

Besides the design team's focusing on the project's functionality and aesthetics, building acoustics is so often given low priority because it competes for limited project dollars with a number of other project goals, including: sustainable design/development, physical security/anti-terrorism, information technology/telecommunications, and building automation and controls. What is the solution to incorporating acoustics into the project development process? Employ an integrated design approach.

Though there are some differences in the acoustical requirements of offices, classrooms, and conference rooms, several common noise problems affect these occupancies:

  • Too much noise outside the building entering the space
  • Too much noise from adjacent spaces, and
  • Lack of sound control within the space itself.

Noise in these occupancies is typically not at a high enough level to be harmful to human hearing. Rather, the noise is distracting from concentration on work or study and provides less than ideal working and learning environments.

For each of the covered workplace occupancies, this paper will:

  • address the sources of acoustical problems
  • offer design guidance to control the acoustical problems
  • identify accepted acoustical criteria, and
  • describe the value of acoustic comfort to the employee.

Site Selection

A satisfactory indoor acoustical environment actually starts by knowing what is going on outdoors. Follow these guidelines when selecting a site for an office building or educational facility:

  • Avoid sites in high noise areas—airfields, highways, factories, and railways.
  • Ensure compatibility with existing facilities—do not site a school in an industrial area, for example.

Determine what else is planned for the site in the future. Your building may be the first one built, but if future buildings are acoustically incompatible with yours, significant remediation measures may be necessary to return the interior sound environment to an acceptable level.

photo of heavy highway traffic
photo of an airplane flying over a house

 

When the site is predetermined and is too noisy for an office building or educational facility:

  • incorporate appropriate sound control measures
  • avoid through-the-wall, package terminal air conditioners (PTAC)
  • orient quiet spaces away from outside noise sources.

To protect the spaces in a building from noise from a nearby highway or railway, lay out the building so that restrooms, mechanical and electrical equipment rooms, and other less noise-sensitive spaces are adjacent to the roadway. When designing a campus near high noise activity, locate gymnasiums and other less noise-sensitive facilities closer to the noise source and place buildings needing quiet surroundings in the shadow of those facilities.

As always, while siting for noise control, incorporate sustainable site planning into the decision-making process.

It is more likely for a project to remain within budget if opportunities are sought to apply a single design approach to achieve multiple design objectives.

For example, an earth berm with low-growth, drought-tolerant plants can act as a noise barrier from highway traffic, meet sustainable development principles, and help meet security requirements for standoff distance from buildings.

Glazing

Windows and glazing are key elements of the building envelope. These elements must allow daylight to enter the space, reject heat and glare, control sound and, for some projects, be blast resistant. The extent of windows and glazing, and their size and location are decisions that must be made in the project concept phase to ensure proper windows and glazing are chosen. Keep in mind that multiple glazing types are likely for many projects based on the building orientation, proximity of intrusive noise sources, and vulnerability assessments and risk analysis.

A. Open Office Environments and Teaming Spaces

Teaming Spaces are flexible areas designed to foster collaboration and innovation. Open office environments provide greater flexibility than enclosed offices by using easily relocatable low-height, moveable partitions or systems furniture to form individual workspaces, rather than employing full-height permanent partitions. The initial cost for teaming spaces and open office environments may be significantly less than that for enclosed offices and reconfiguration can be done rapidly at minimal cost. These factors have led to an increased use of teaming spaces and open office environments in both the federal and private sectors. Acoustical problems have surfaced in teaming spaces and open office environments causing employee distraction, stress, and interference with team interaction, and normal work routines. How serious is the problem of poor workplace acoustics? The Center for the Built Environment (CBE) at U.C., Berkeley conducted post-occupancy Evaluations (POE) of many buildings over the years with respondents in a variety of office configurations. A majority of occupants in these environments think poor acoustics interfere with their ability to do their work.

occupant IEQ survey reporting tool showing POE of office buildings IEQ, non-rated USA vs all LEED-rated USA office buildings, 2013 occupant satisfaction

Occupant Satisfaction 2013 Credit: The Center for the Built Environment (CBE) at U.C., Berkeley

Though occupants of green buildings generally show a higher level of satisfaction with the built environment than do occupants of standard buildings, these buildings fall short in some key areas. Common complaints included: acoustics (too noisy, not enough privacy), thermal comfort (limited temperature control), and daylighting (too much glare and light spill).

Contributors to unacceptable noise in the workspace include indiscriminate use of speakerphones, low partition heights, ringing phones, noisy copy machines, and office chatter.

Solutions:

  • Locate teaming spaces and open office environments away from reception areas and other high traffic areas not associated with these spaces.
  • Specify acoustical ceilings with a noise reduction coefficient (NRC) of 0.75.
  • Choose systems furniture with a 60 inch minimum height and have sound absorbing surfaces on both sides.
  • Avoid placing lighting fixtures directly over partitions—they reflect sound to adjacent work areas.
  • Locate printers/copiers in separate rooms away from offices and provide separate ventilation to minimize ozone in the workspace.

The ideal office environment should give workers individual control of temperature, lighting, and acoustics in their personal workspace.

B. Conference Rooms and Private Offices

Though conference rooms and private offices have stationary partitions from the floor to the suspended acoustical ceiling, acoustical problems can still occur.

Most workplace environments should have quiet havens—places where private conversations can occur without being heard in adjacent rooms or passageways for employee matters, contract negotiations, classified discussions, etc.

Some problems that occur in private offices:

  • inability to have private discussions
  • can hear sounds through partitions
  • too noisy in room
  • can hear sounds from air return registers
Graphic showing sound traveling over partitioned walls via a sound path arrow from the lay in ceiling, structual deck is noted at the top, with lay in ceiling noted on the left with a man below standing by a desk; on the right sound path is noted with a man below at filing cabinets

 

Sound can travel over partition walls and through the suspended acoustical ceiling. To be an effective sound barrier between rooms, partitions need to extend to the structural deck.

Solutions:

  • Extend walls from floor to structural deck above.
  • Insulate partition cavity/increase partition sound transmission class (STC).
  • Specify NRC of 0.75 for ceiling tiles.
  • Employ ducted air return system.
  • Do not locate mechanical equipment rooms next to offices and conference rooms.

STC values for various occupancies can be found in UFC 3-450-01 Noise and Vibration Control and Architectural Graphic Standards.

C. Classrooms

Classrooms are environments designated for learning, not just for school-age children, but for adult education as well. Classrooms have become multimedia communications environments, further increasing the importance of classroom acoustics.

Good acoustics for learning support easy verbal communication, which requires low noise levels and very little reverberation. In the past, classrooms may have been constructed without adequate consideration of sound acoustical principles. Sources of noise hampering students' concentration include:

  • outside of the school (vehicular traffic and aircraft flyover)
  • the hallways (foot traffic and conversation)
  • other classrooms (amplified sound systems and inadequate partition sound transmission loss)
  • mechanical equipment (compressors, boilers, and ventilation systems), and
  • inside the classroom itself (reverberation).

To reduce noise from adjoining classrooms, do not have doors adjacent to each other or have doors directly across from each other. Rather, offset the door locations to extend the sound travel path from one classroom to the next. This strategy works well with conference rooms and private offices as well.

The Acoustical Society of America (ASA) recognized the value of a high-quality acoustical learning environment. The results of their efforts led to the publication of ANSI/ASA S12.60 American National Standard Acoustical Performance Criteria, Design Requirements, and Guidelines for Schools. This Standard provides acoustical performance criteria, design requirements, and design guidelines for new school classrooms and other learning spaces. The standard may be applied when practicable to the major renovation of existing classrooms.

Application

Daylighted Offices and Classrooms

When open ceilings are designed into a building project to optimize daylighting into offices and classrooms, quite often suspended acoustical ceilings are eliminated and the exposed surfaces are painted with highly reflective paint to throw daylight well into the space. The sound absorption value lost by the absence of the suspended ceiling must be replaced in other ways to prevent the space from becoming a highly reverberant field. High reverberation times are not conducive to concentration and effective learning.

For office areas with exposed ceiling structure, specify low reverberation times (0.6–0.8 seconds) to minimize echoing and unwanted sound reinforcement.

In other words, the majority of the effective sound absorbing materials in a space are in the suspended acoustical ceiling. If a space is designed without a suspended acoustical ceiling, sound absorption must be provided somewhere else: partitions, banners, drapes, etc.

Carpet on the floor does not replace the lost overhead sound absorption though it reduces footfall noise.

HVAC Noise Issues

HVAC systems should be specified to have an ambient sound level compatible with the occupancy. If HVAC system is too noisy, conversation may be difficult. If HVAC is too quiet, unwanted conversations and other distracting noises will be heard. Productivity is affected. Follow recommended background noise reduction design criteria for typical occupancies in Architectural Graphic Standards. For example, in office buildings:

  • small conference rooms: NC 30–35
  • small private offices, libraries: NC 30–35
  • general offices: NC 35–40
  • computer rooms: NC 40–50

HVAC acoustical strategies:

  • Avoid through-the-wall air return louvers that draw air from one room through another in private offices, conference rooms, and other rooms where confidential discussions are expected to occur. All air returns should be ducted.
  • Do not locate air supply or return registers close to each other on opposite sides of a partition wall. Doing so will cause sound to pass directly from one room to another, negating the acoustical value of the partition.
  • Specify quiet HVAC equipment. Though the price may be somewhat higher, the alternative of using standard equipment may lead to costly and disruptive remediation.

Natural Ventilation

Natural ventilation using operable windows is desirable in appropriate climate zones. Before committing to that strategy, be aware of the outdoor acoustical environment around the building. Unacceptable levels of continuous or intermittent noise outside can preclude the use of this sustainable design strategy.

Sound Masking

  • What is it? — Sound masking introduces unobtrusive background sounds into the office environment to reduce interference from distracting office sounds and render speech from coworkers virtually unintelligible.
  • Where and when to use it? — In open and closed office designs when ambient sound level is too low.
  • Why use it? — To increase productivity, improve worker morale, and enhance speech privacy.

Sound masking works by producing sound electronically, similar to that of softly blowing air, which is projected through speakers installed above the tiles in the ceiling. This sound is evenly distributed throughout the area being masked and can be adjusted to the individual privacy requirements in any given area. In an open plan office without a suspended ceiling, speakers could be set on the systems furniture or even under the raised floor.

Sources for sound masking systems include Dynasound, Lencore, and LogiSon.

Sustainability and Acoustics

There may be opportunities to meet project sustainability goals in conjunction with good acoustical design if they are considered early in the project development phase. For example, a reinforced concrete wall may be recommended as a passive solar design strategy. If the building is located next to a busy highway or railway, that wall could provide the necessary sound transmission reduction to achieve an acceptable indoor acoustical environment. For projects having security requirements, that same wall could serve to mitigate blast. The key is getting the acoustical, security, and sustainability consultants involved at project conception and to apply the integrated design process throughout the project.

Acoustical products like ceiling tiles, insulation, and carpeting, among others can help meet the project's sustainability goals since many of them are recyclable or are manufactured from recycled content. Ceiling tile and carpet tile manufacturers 'take back' their products that are damaged or at end-of-life. These programs are helping to eliminate the huge amounts of carpet and ceiling tile that used to end up in landfills.

The U.S. Green Building Council's (USGBC) Leadership in Energy and Environmental Design (LEED) for Schools Rating System is the first green building rating system to include both an acoustics prerequisite and credits for classroom design.

Fire Safety

Be sure acoustical materials meet applicable fire resistance requirements. Do not use bedding or packing foam as sound absorbers—they are not the same as tested acoustical foam. See the National Institute of Standards and Technology (NIST) Station nightclub fire investigation.

Directional sound is a relatively new technology in fire safety. It is an audible means to lead people to safety. The varying tones and intensities coming from directional sound devices offer easy-to-understand cues for finding the ways out. Advantages of directional sounders:

  • can lead people of all languages to exit
  • audible clues can direct people with visual impairments
  • especially helpful in smoke-filled environments
  • upward or downward sweeping tones alert occupants to go up or down stairways to exit building.

Related Issues

Though acoustics and noise control in buildings remain one of the least recognized design objectives, recently, certain organizations have recognized the importance of including acoustics in green building standards and post occupancy evaluations. The USGBC LEED v4.1 rating system now offers credits for improving acoustic performance in both the Building Design and Construction and Residential categories. The Center for the Built Environment (CBE) pioneered the inclusion of acoustic comfort and satisfaction in post occupancy evaluations. More recently, leading design firms and federal agencies that apply the integrated design process to their projects are including acoustical considerations in planning and design through occupancy evaluations.

Multi-Family Residential: Higher-end condos and apartments along with senior living communities have also begun considering acoustic comfort in their designs. For example, these homes are including design strategies like staggered stud walls, avoiding back-to-back electrical outlets, plumbing noise control, high efficiency windows, water hammer arrestors, and designing adjacent units for compatible occupancies e.g. bedroom to bedroom, laundry room to laundry room, and garage to garage.

A Quieter America: The Institute of Noise Control Engineering of the USA (INCE-USA) announced a new website: A Quieter America to provide knowledge about noise and noise control for the public. As part of its mission, INCE-USA enables a quieter world through education, awareness, advocacy, and technical advancement. The site provides information defining noise and its impact on health and quality of life in an easy-to-understand format for readers from school age to professionals in related fields. Additionally, there is information about controlling noise with detailed information on specific noise issues.

Relevant Codes and Standards

Industry

Government

Additional Resources

Organizations and Associations

References

Tools

Active Shooter: A Role for Protective Design

Introduction

The tragic human consequences of active shooter events now play out through the media to which the public is continuously connected. While this is definitely a real phenomenon that shakes the foundations of one's sense of security; panic and paranoia are not in order. After all, the chances of any specific individual being the victim of an active shooter are extremely small; on average approximately 135 people killed or wounded annually in the US, according to FBI data. People are much more likely to die in a car accident (approximately 38,000 annually). The fatality figure from active shooters is even smaller, at approximately 49 per year. To put that in perspective, according to the National Weather Service, the same number of people are killed by lighting in the US annually. However, the horror that the active shooter instills mandates that a person act. People want to feel safe, yet don't want to surrender their liberty and freedom. Schools, malls, and offices should not be turned into high security, hardened facilities. So what can prudently be done to reduce the chances of being a victim? A plan and training improve reaction time and reduce the chances that poor choices will be made under stress. Some selective hardening can help reduce the damage and number of victims if an event does occur. Delaying an attacker by mere seconds or minutes can save lives in an active shooter attack.

Description

Protective design can reduce the risk of an active shooter incident and, if one occurs, can mitigate or reduce the number of potential victims. The extent of the design may vary greatly depending on the type of organization, the openness requirements of the facility, the actual or perceived threats, the tolerance for visible (perhaps intrusive) security measures, and funding. However, even for soft targets like schools, malls or office buildings, prudent steps can and should be considered. A facility, school, or office building should conduct a security risk assessment. Such an assessment can be performed by a qualified security consultant or company, or local law enforcement. Requiring credentials such as PSP (Certified Physical Security Professional) or CPP (Certified Protection Professional) by the American Society of Industrial Security (ASIS) or similar credential is a good way of ensuring a sound assessment is performed. The assessment should evaluate the threats, identify vulnerabilities to those threats, quantify the potential loses, evaluate the relative risks, and recommend measures to mitigate these risks. Such measures may be operational, technical, or architectural in nature. An independent party (not a vendor seeking to sell specific systems) will generally provide a more unbiased and comprehensive assessment.

When evaluating design considerations, the concept of CPTED (Crime Prevention through Environmental Design) is a good place to start. It is commonly described as a multi-disciplinary approach to deterring criminal behavior through environmental design. CPTED strategies rely upon the ability to influence offender decisions that precede criminal acts. It requires application of psychology as well as sound security design. CPTED includes common sense approaches of ensuring adequate lighting, eliminating hiding places, etc. that can improve security, reduce vulnerability, and help deter criminal activity.

As evidenced by the statistics, many active shooters are set on destruction, and their own mortality is not a concern. They never intend to get out of the assault alive. This can limit the value of deterrence. However, many active shooters, especially those who plan their actions carefully, want their plans to succeed. Even suicide bombers have been known to avoid certain targets because they fear they'll be stopped or interdicted prior to completing their mission. A robust security posture and presence can certainly help in this regard. For lightly protected facilities like schools, malls, and office buildings, this may be limited to such things as visible signage, random guard patrols, adequate lighting of exterior parking and entrance areas, closed circuit television (CCTV) cameras, substantial exterior door locks, simple access control systems (turnstiles, badges, etc.), and secure locking doors to key areas or passageways.

Ultimately, there are two options: impede the shooter or impede the bullet.

More options are available for protecting against an external threat versus an internal threat. For external threats, access control is key. Minimize the number of access points and condition building occupants to not bypass security measures for convenience. Verifying entrants is important. Where security officers are not present, building administrators, particularly in schools, should be the first interface with visitors. Unfortunately, many schools are designed with administrative offices buried inside and not out and visible to a visitor. Forcing an exterior threat through an administrative space, with restricted access to the core of the building, could deter or prevent the aggressor from reaching their targets.

While there is a vast array of intrusion detection systems available today, people's eyes and ears tend to be the most reliable especially in an open, non-hardened, publicly accessible facility. As a minimum, however, solid security locks and doors are essential. These may be coupled with sensors to detect motion or unauthorized access. If they are to be more than just a deterrent and delay device, these sensors should also tie back to a central reporting station for interpretation and action.

Alarms are essential and must go beyond the basic fire alarms used in the past. Studies conducted on the evacuation of large public facilities have clearly shown that the efficiency of large-scale evacuations are increased substantially when audible alarms giving simple verbal directions are provided compared to a general klaxon-type alarm. This is especially so in an active shooter situation where specific directions to staff or occupants may improve survivability. If, for example, an aggressor is located in the cafeteria of the building, it would be beneficial to direct people away from that area. In contrast to a fire evacuation, measures for warning during an active shooter event should include messages to employee computers, text messages, etc. Audible directions which the aggressor could hear are discouraged, unless they are communicated in code (i.e. Code Blue). However, in some environments, an audible message may be the only option to provide facility occupants with the information they need to protect themselves.

Since most active shooter events generally last only minutes, access denial can be an effective way to mitigate potential losses. Slowing or delaying an aggressor by just a minute or seconds may give law enforcement time to arrive before mass casualties are incurred.

For lightly secured facilities, a significant return on investment can generally be obtained by implementing reinforced doors lockable from the interior of office spaces or gathering areas. Secondary door blocking devices such as a simple rubber or wood triangular stop can provide additional stopping resistance. Those doors should have small slit windows, too small for an aggressor to crawl through. No windows are preferred but are not practical for other reasons. It is important however that if windows are present that they contain laminated glass that provides some resistance to ballistics attack and forced entry. If a gunman can shoot through the window it is important that he cannot merely reach in and unlock the door. This is where simple door stops or floor angles provide needed secondary protection. Analysis of footage from actual active shooter events have shown that the shooter will likely not spend significant time trying to get through a particular door if it is locked or blocked. Rather they move to their next target. They know law enforcement is on its way and that time is limited.

The technology and materials to provide blast, hurricane, forced entry, and ballistic-resistant door and window systems exist. These systems have been designed, tested, and implemented in highly secure facilities like embassies, courthouses, government buildings, military facilities, sensitive data centers, and facilities housing, historic or otherwise valuable assets, for many years. Providing this level of protection in more lightly secured facilities like schools, malls and typical office buildings is often not practical, cost-effective, or even desired by the occupants given the level of threats and risks perceived. However, some level of protective glazing, especially for windows and doors near lobbies and other entrances offer a potential area where simple improvements can provide significant benefit. In the Sandy Hook School shooting for example, it was reported that the shooter failed to gain entry through locked doors and shot out adjacent windows. This is shown in Figures 1 and 2.

Entranceway with window broken out at Sandy Hook School
Close-up of window adjacent to entrance door at Sandy Hook School

Figure 1: Entranceway with window broken out at Sandy Hook School (State Police Photo)

Figure 2: Close-up of window adjacent to door in Figure 1 (State Police Photo)

Test data collected in projects supporting the Department of Homeland Security (DHS) and the U.S. General Services Administration have clearly demonstrated that some applications of properly installed security window films and thin laminated glass systems can provide resistance to forced entry even though they were not specifically designed for that purpose.1 These tests were conducted in response to the U.S. Government's concern that upgraded window systems in their facilities designed to resist hurricane wind and explosive blast forces might hinder first responders in gaining access to or emergency egress from protected spaces. This body of data was made freely available to firefighters resulting in over 5,000 trained first responders (Figure 3). The test program produced a window classification system to train firefighters how to enter and egress through such window systems. The classification system is shown in Table 1. The data should now be extended, analyzed, and made available as a resource for facility owners and security designers for the purposes of evaluating the benefits of lightly protected glazing systems.

series of photos showing firefighters using various objects, tools and techniques to breach protective glazing systems

Figure 3. Firefighters using various objects, tools and techniques to breach protective glazing systems

Table 1. Window classification system developed for the U.S. General Services Administration and the U.S. Department of Homeland Security. The system classifies window systems based on the type of tools required to breach the glazed system in a given period of time.

Window TypeDescriptionAverage Clearing Time
Type IHand Tools (HT)10 seconds to 1 minute
Type IIHand Tools or Power Tools (HT/PT)1 to 3 minutes
Type IIAType I Window with Interior Fabric System
or Interior Type II (HT/PT)
1 to 3 minutes
Type IIIPower Tools Only (PT)Typically 3 to 5 minutes but could be more

For both external and internal threats, building design can be beneficial. Film or laminate glazing applied to both exterior and interior windows may not stop a bullet, but it could significantly slow an aggressor. This is particularly important given the current architectural preference for large amounts of glazing to provide natural light into spaces. Obscuration is another approach. Adding opaque materials, where feasible, reduces an aggressor's line of sight and provides more hiding locations for building occupants. Finally, structural materials can play a significant role. Concrete masonry units (CMU) and masonry bricks are commonly used in construction and based on initial testing provide suitable ballistic resistance. CMU is highly effect if the hollow cores are infilled with concrete to create a solid wall. These materials can also be used for interior walls to provide more barriers from a ballistic threat. A combination of these materials and strategies, designed specifically for the space, can provide both a deterrent and a mitigation approach.

Just as potential victims must process through an OODA Loop where they Observe, Orient, Decide, and Act, so must the active shooter. When an aggressor hits a window system for example, expecting it to easily break and it doesn't, this disrupts their processing of events. They have to make decisions. Do they continue to attack to break through? Do they change course and approach by a different route? If they start trying to break through such a window system that may take a minute or two to get through, do they continue or do they give up? Regardless of the outcome, such systems can provide disruption and delay. Perhaps enough time for escape and for law enforcement to arrive. Remember, seconds or minutes can make a tremendous difference in an active shooter event.

Application

Designing for an active shooter event can be performed in virtually any environment and to varying degrees. Schools are the current focus of resources for mitigation measures due to the perceived high frequency of events and the natural reaction to protect our children from harm. Government and commercial entities are also beginning to focus on active shooter design, particularly at points of public interface such as lobbies.

Emerging Issues

The lack of guidance documents focusing specifically on active shooter designs will likely lead to varying levels of implementation and reliance on methods and technologies which may not be as effective or cost efficient.

Additional Resources

Publications

  • Active Shooter How to Respond  by the U.S. Department of Homeland Security, October 2008.
  • Active Shooter Pocket Card  by the US Department of Homeland Security.
  • Active Shooter Recommendations and Analysis for Risk Mitigation by Raymond W. Kelly, NYPD.
  • "Active Shooter: What to expect, what to do, is there a role for protective design?" by Joseph L. Smith, PSP, Applied Research Associates, Inc., April 9, 2014. The material on this page is excerpted from the paper.
  • Firefighter Forcible Entry Tutorial by Applied Research Associates, Inc., Prepared for the U.S. General Services Administration with support from the U.S. Department of Homeland Security and Louisiana State University, 2005.
  • RUN, HIDE, FIGHT! This training video is made available by the City of Houston, TX with support from the U.S. Department of Homeland Security.

Training Courses

Additional Commissioning Resources

Introduction

The purpose of this section is to provide access to current and continuously updated resources for further information related to commissioning as a profession, a business, and a process.

Organizations with Significant Cx Focus

  • ACG AABC Commissioning Group
  • APPA Leadership in Educational Facilities (formerly Association of Physical Plant Administrators)
  • ASHRAE American Society of Heating, Refrigeration and Air-Conditioning Engineers
  • ASTM American Society for Testing Materials
  • BCxA Building Commissioning Association
  • CIBSE Chartered Institution of Building Services Engineers
  • EERE U.S. Department of Energy Better Buildings Initiative
  • Energy Systems Laboratory Texas A&M University Continuous Commissioning®
  • IES Illuminating Engineering Society
  • NEBB National Environmental Balancing Bureau
  • NFPA National Fire Protection Association
  • SMACNA Sheet Metal and Air Conditioning Contractors National Association
  • USGBC U.S. Green Building Council

Relevant Codes, Standards, and Guidelines

American Society of Heating, Refrigeration and Air-Conditioning Engineers (ASHRAE)

  • Green Guide: The Design, Construction, and Operation of Sustainable Buildings
  • Guideline 0–2019, The Commissioning Process
  • Guideline 0.2–2015, Commissioning Process for Existing Systems and Assemblies
  • Guideline 1.1–2007, HVAC&R Technical Requirements for The Commissioning Process
  • Guideline 1.2–2019, Technical Requirements for the Commissioning Process for Existing HVAC&R Systems and Assemblies
  • Guideline 1.3–2018, Building Operations and Maintenance Training for HVAC&R Commissioning Process
  • Guideline 1.4–2019, Preparing Systems Manuals for Facilities
  • Guideline 1.5–2017, The Commissioning Process for Smoke Control Systems
  • Guideline 4–2019, Preparation of Operations and Maintenance Documentation for HVAC&R Systems
  • Standard 189.1–2020, Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings
  • Standard 202–2018, Commissioning Process for Buildings and Systems
  • Standard 90.1–2019, Energy Standard for Buildings Except Low-Rise Residential Buildings

ASTM International

  • E1186–17 Standard Practices for Air Leakage Site Detection in Building Envelopes and Air Barrier Systems
  • E2813 Standard Practice for Building Enclosure Commissioning
  • E2947 Standard Guide for Building Enclosure Commissioning

Federal Energy Management Program (FEMP)

International Code Council (ICC) Codes

ICC/MBI Standards for Modular Construction

  • ICC/MBI 1200–2021 Standard for Off-Site Construction: Planning, Design, Fabrication and Assembly
  • ICC/MBI 1205–2021 Standard for Off-Site Construction: Inspection and Regulatory Compliance
  • ICC/MBI 1210 — (Expected 2022) MEP system elements, energy efficiency and water conservation in off-site construction projects

Leading State Codes

Commissioning Process/Procedural Guides

General Resource Documents

  • "Annex 40" Commissioning of Building HVAC Systems for Improving Energy Performance 
  • "Annex 47" Cost Effective Commissioning of Existing and Low Energy Buildings 
  • "Annex 62" Ventilative Cooling 

Building Enclosure Commissioning

Professional Development/Training Resources

Commissioning Provider Certification and Credentials

ANSI-accredited and DOE/Better Buildings® recognized

  • AABC-ACG Certified Commissioning Authority (CxA)
  • AEE Certified Building Commissioning Professional (CBCP)
  • ASHRAE Building Commissioning Professional (BCxP)
  • Building Commissioning Certification Board Associate Commissioning Professional (ACP) Certified Commissioning Professional (CCP) Certified Commissioning Firm (CCF)

Commissioning Tools, Samples, and Templates (Free)

Army Construction Engineering Research Laboratory

Their mission is to discover, develop, deliver, and sustain technologies and processes that provide high-quality facilities to the Army, DoD, and the Nation. These resources are intended to assist facilities management staff with effective in-house and contracted recommissioning or retro-commissioning (RCx) tasks to help optimize existing buildings systems.

Building Commissioning Association

Institute for Market Transformation

Lawrence Berkeley National Laboratory

U.S. DOE—Better Buildings

Building Rating Systems

 

Additional Resources

Title

Date

View

USACE Resources

Deep Energy Retrofit - A Guide for Decision Makers

03-01-2021

PDF 

Deep Energy Retrofit - A Guide to Achieving Significant Energy Use Reduction with Major Renovation Projects

10-01-2017

PDF 

Deep Energy Retrofit Guide for Public Buildings

10-01-2017

PDF 

Deep Energy Retrofit Case Studies

10-01-2017

PDF 

Deep Energy Retrofit of Presidio Army Barracks

05-01-2011

PDF 

Deep Energy Retrofit Pilot Project

10-01-2017

PDF 

MILCON Energy Efficiency and Sustainability Study of Five Types of Army Buildings

05-01-2011

PDF 

Integration of Sustainable Practices Into Standard Army MILCON Designs (ERDC/CERL TR-11-27)

09-01-2011

PDF 

AE110 Special Conditions for Architect / Engineer Services

Publish Date
Pages
53

New for 2020, the AE Special Conditions (AE110) has new requirements for documenting and invoicing for Reimbursable Expenses. In 2019, the document was updated for new requirements on Delegated Design and Design Assist within A/E Contracts. During 2018, the document was updated for new organization names and SF standards, such as changing the 95% design nomenclature to 100% design. There are also additional notes about the administration of the technical review process and various other updates. The Architect-Engineer Special Conditions sets forth the terms and conditions for the performance of design services contracts. It is used for both IDIQ and Non-IDIQ contracts.

AE120 Requirements for Project & Construction Cost Estimating Services

Publish Date
Pages
16

This document supplements the Architect-Engineer Special Conditions by describing the background, policies, and procedures to be used for developing project budgets and construction cost estimates. The SI Construction Cost Estimating Forms are available in an MS Excel format and contain an Estimate Summary Sheet, a sixteen CSI Division Summary Sheet, and individual worksheets for each of the sixteen CSI divisions.

Aerospace Ground Equipment Maintenance and Storage Facilities Design Guide (AMC)

Status
Archive(s)
View/Download
Publish Date
Pages
18
FFC Agency & Library

This design guide provides the basic criteria to organize, evaluate, plan, program, and design Air Mobility Command (AMC) Aerospace Ground Equipment (AGE) maintenance and storage facilities. It applies to the design of all new construction and renovation projects. The information presented is intended to make commanders and their staff aware of important design considerations and to aid them in project development. Quality facilities will improve the maintenance specialists efficiency and ability to service and repair equipment, and encourage pride of ownership in their workplace.

Aesthetic Opportunities

Introduction

You begin with a blank sheet. Your task is to create, from the program of requirements, within the resources available, something that works and more—something called architecture.

—From the United States Air Force's guide, Achieving Design Excellence

The act of creating architecture is indeed a wonderful opportunity to create memorable places. It is more than meeting the functional, technical, and financial criteria established at the outset. There is a more nuanced aspect to architecture that deals with aesthetics and symbolism. In every project, opportunities exist to consider aesthetic issues. Every building emerges from the ground with a particular aesthetic and that aesthetic evolves throughout the design process. Internal to the design process are countless opportunities to make aesthetic decisions, from the selection of window types to the choice of trim color. External factors can present opportunities as well, from historic preservation requirements to anti-terrorism criteria.

Description

A. Opportunities in the Design Process

The typical building process consists of at least three primary phases: 1) programming, 2) design, and 3) construction. In the programming phase, by identifying budgets, schedules, design principles, spatial requirements, and functional relationships, designers are setting the stage for aesthetic success. Low budgets and tight schedules may limit opportunities for quality design and construction. But high visibility projects may present unique opportunities for design excellence. Programming charrettes, can be especially effective in developing the principles that will guide the design effort. In a charrette, where the design team works at the client's site for a defined period of time to develop the initial design principles and concepts, the distractions of the home office are minimized and the design team can focus on the task at hand. Also, when precedents are studied and sites are analyzed, issues related to context and compatibility can influence aesthetic choices. For example, will the project be a "fabric" building thus necessitating a close fit with the existing architectural context? Or, will it be a "landmark" building that can break contextual rules related to height, materials, and proportion?

rowhouses along a street with shops on the ground floor and cars parked at angles in front of them
landmark building with pillars, a clock tower with a cupola and eagle on top

Fabric buildings create a background.

Landmark buildings stand out against the background.

Are there local guidelines or standards that can be used to enhance the design? In the design phase, when floor plans, elevations, building systems, and materials choices are finalized, designers make aesthetic choices continuously. For instance, will the windows be recessed or will they be flush with the exterior finish? Will there be any trim or details on the façade? Will there be a visible roof, a gravel stop, or a parapet?

While issues of affordability, maintainability, and constructability will naturally play a role in the decision-making process, aesthetic impacts carry considerable weight with the design team. During construction, when walls are actually built, quality workmanship plays a significant role in the final aesthetic outcome. What should be clear is the fact that aesthetics is not simply a matter of selecting colors and adding a few details to the façade. A concern for aesthetics should permeate the entire building process. The members of the design team constantly juggle issues of quality, cost, schedule, and aesthetics. Excellent designs find a balance appropriate to the project at hand.

top of a building specfically the building overhang with clean, straight lines and glass windows
top floors of the exterior of an angular building with white trim yellowing from lack of upkeep and tinted windows

Will the building meet the sky with grace or ineptness?

At some point in the process, when a design firm is selected a critical choice will have been made. While some owners may develop their own programs and others may select separate firms to complete the programming phase, all owners establish criteria for selection of a designer. The criteria may be as simple as a successful previous working relationship between the owner and the design firm or the criteria may fill a three page Request for Qualifications. Federal agencies must go one step further and use a transparent selection process following the Brooks Act. Fortunately, even these public agencies can select design firms not on price but on experience, qualifications, capabilities, and even previous design awards. But previous experience in working with the owner should not always be a deciding factor. For example, on a recent Air Force project, the government selected a firm that had extensive experience in the building type but no prior federal experience. The firm quickly grasped the intricacies of the federal bureaucracy and designed an award-winning project that was built under budget and ahead of schedule.

Throughout this process, the role of the owner or client cannot be discounted. As Dana Cuff found in a detailed study of architectural practice, perhaps the most significant sign as to whether a project has the potential for excellence is a client's early and appropriate demand for quality. Also, excellent projects respond to the complexity of the building process through simplicity by using streamlined operations, simplified decision-making, and an insistence on face-to-face interaction. In each case, the client plays a significant role in establishing a working relationship that leads to projects that take advantage of the aesthetic opportunities inherent in the building process. Although the client may select any number of contracting methods to execute the project (e.g. design-bid-build, design-build, fast-track), all of these methods still rely on effective programming, design, and construction to create exceptional projects.

B. Additional Opportunities

Colored sketch of a series of buildings nested together along a street with lots of trees along the sidewalk. The building in the middle has a second level with an opening to let in lots of sun

Buildings like the one shown above, with a width of only 48 feet, are ideal for office and classroom applications since the shallow footprint allows for natural light to penetrate the entire space thereby significantly reducing energy consumption required for artificial lighting.

Beyond the opportunities created by the players or inherent in the design process, a wide range of issues may offer designers additional opportunities for addressing aesthetic issues. While each project is unique, some common issues that may influence the design include energy efficiency and sustainability, security design, value engineering, charrettes, operations and maintenance, public review, and historical standards. Energy efficiency and sustainable design are increasingly important to building owners and represent a significant opportunity for the designer to introduce aesthetic issues. For instance, in office buildings, artificial lighting accounts for nearly half of all energy consumption. Research at Carnegie Mellon's Center for Building Performance and Diagnostics shows that buildings with increased periphery and more glazing receive an energy benefit through daylighting and natural ventilation. The increased periphery is due to the elongated aspect ratio (e.g. 5:1) as compared to compact buildings with a smaller (e.g. 1:1) aspect ratio. Elongated buildings can have up to a 25% reduction in energy use over a similar sized compact building. According to Vivian Loftness, "The first commitment to a healthier workplace, and to environmental consciousness in the Intelligent Workplace, is the move away from large, deep floor plans with minimum window area, to a window for every workstation." Strategies that increase glazing, reduce a building's width to allow increased diffusion of natural light, and enhance shading all have aesthetic impacts.

Likewise, security design features have a clear aesthetic impact. Recommendations for increased setbacks, minimal glazing on street side façades, elimination of re-entrant corners, and elevated ground floors have aesthetic impacts that may conflict with accessibility, energy conservation, and sustainable design strategies. A careful balance is required.

Diagram for passive solar heating showing the summer sun shining off the deep overhang of the building roof creating a summer shade line; the winter sun shines through the building creating a winter sun penetration line.

Passive solar buildings allow the sun to naturally heat the interior spaces during the winter while using deep overhangs and landscaping to block the high summer sun.

Activities that may be incorporated into the design process also have a direct impact on aesthetics. For example, in a value engineering exercise, attractive overhangs, applied detailing, and recessed windows may be eliminated on the basis of having no perceived economic benefit. While the designer may have selected these items primarily on aesthetic grounds, the building may suffer in many ways because of their loss. Additionally, if not managed correctly, charrettes, which are run like intensive, on-site design studios, may raise public expectations for the project that cannot be met when the final design is completed. But charrettes are also an excellent opportunity to garner public support for a project, especially if members of the public participate in developing design principles and design ideas. Furthermore, design reviews for constructability, maintainability, and operability will flag problem items and may present an opportunity for the designers to specify higher quality, lower maintenance materials that have an aesthetic impact. For example, clad wood windows may be preferred to vinyl windows due to their potentially longer life span. Finally, historic preservation standards may force designers into using better and perhaps more attractive products that match the original character of the building. Non-conforming aluminum sliders may be replaced by more historically accurate divided light, wood casement windows. The aesthetic impact could be significant. In the end, designers should realize that every decision has an aesthetic consequence.

Application

Design challenges can be transformed into opportunities at every scale of design. At the building scale, one example is an office building at Ellsworth Air Force Base, South Dakota. The project could have been built with a maze of systems furniture, few windows, and large floor plates. But during the charrette process, it became clear that all users wanted access to natural light. Additionally, the organizations moving into the facility wanted to maintain some sense of identity. The solution was to create a building with narrow (48') wings that allowed light to penetrate across the building while, at the same time, giving each organization their own wing.

Exterior of the Rushmore Center at Ellsworth AFB
Roof detail of the Rushmore Center at Ellsworth AFB

An award-winning office building at Ellsworth Air Force Base incorporates narrow wings that allow for abundant daylighting while creating an aesthetically pleasing exterior image.

At an urban scale, an award-winning plan for a lodging and retail complex at Youngstown Air Reserve Station, Ohio used the buildings to form a campus-like setting. Rather than create one large object building, the smaller buildings create an attractive interconnected public realm.

A row of buildings in construction on the master plan for the Youngstown Air Reserve Base
Overhead view of the master plan for the Youngstown Air Reserve Base showing outdoor rooms that integrate the landscaping with the buildings

A master plan for Youngstown Air Reserve Base in northeast Ohio used the buildings to shape "outdoor rooms" thereby recognizing the importance of integrating landscapes and buildings.

Relevant Codes and Standards

In addition to the processes discussed under aesthetic challenges, many organizations have established their own design standards and programs. For example, the General Services Administration has established a Design Excellence Program and it honors outstanding federal projects in an awards program. The National Park Service has developed standards for the treatment of historic properties. The U.S. Air Force Civil Engineer Center (AFCEC) has published Achieving Design Excellence, which outlines principles for planning, building design, and interior design. AFCEC has also published design guides for a range of building types, from maintenance facilities to office buildings and they sponsor an annual design awards program. Professional organizations, from The American Institute of Architects to the American Planning Association sponsor awards programs and provide resources for designers. Other groups, like the Society for the Advancement of Value Engineering and the International CPTED Association promote processes that impact aesthetics.

Additional Resources

Federal Agency Design Resources

Organizations/Associations

Publications

  • The Aesthetics of Architecture by Roger Scruton. Princeton, NJ: Princeton University Press, 1979.
  • Architecture: The Story of Practice by Dana Cuff. Cambridge, MA: MIT Press, 1991.
  • The British Journal of Aesthetics
  • The Concise Townscape by Gordon Cullen. New York: Van Nostrand Reinhold Co., 1971. This book briefly summarizes Cullen's theory of "townscape," where architecture is used to give visual order and coherence to the urban environment.
  • "Environmental Consciousness in the Intelligent Workplace" by Vivian Loftness, et al. NeoCon94 Proceedings. Chicago, IL: NeoCon, 1993: 20-30.
  • Problem Seeking: An Architectural Programming Primer, 5th Edition by William Peña and Steven Parshall. New York: John Wiley & Sons, Inc., 2012.

Others

Aesthetics

Overview

The broad obligations and opportunities of architecture were summarized by the ancient Roman architect Vitruvius in the prescription that buildings should provide Commodity, Firmness and Delight. Commodity addresses the spatial and functional utility of a building. Firmness addresses the building's ability to resist natural forces, starting with gravity. Delight relates to the sensory and associative pleasures buildings can provide—their meaning.

When the forms of architecture were limited by materials and construction methods, aesthetic principles were narrowly defined by the successors to Vitruvius. In the modern era, many more forms are possible, and the selection or invention of those forms can give a much wider range of meaning.

Choosing traditional forms is, of course, possible and can follow, or violate the principles of the many styles of architecture which followed Roman classicism. Selection of such a style shows an intention of continuity with the life and buildings of the period selected, and misinterpretation of principles can be seen as exercising bad taste.

Modern architecture proposed a break with stylistic traditions, and invented what have become new ones—some derived from precedent movements like the Bauhaus, others from the work of influential architects like Frank Lloyd Wright, le Corbusier and Mies van der Rohe. Others found possibilities in vernacular architecture, construction methods, or abstract, new forms.

The selection of specific forms conveys meaning to us, whatever choice is made. A glass building can, for example, mean transparency and honesty, while an opaque building means privacy and concealment. Tall buildings have always been expressions of power; colorful buildings can mean levity and whimsy. The building's activities can be shown or concealed, as can the means by which the building operates, like structure and mechanical systems.

New developments in architectural tools including sustainable design, the emergence of building science, and building information modeling (BIM) all lead to new insights in the design and construction processes with aesthetics often revisited. As necessity is the origin of invention, scarcity can also inspire. With a lack of quality large timbers for framing, coupled with rising costs for steel and concrete, new production techniques developed around laminating timbers together in large plates. The cross-laminated timber (CLT) framing system as it is known increased in both popularity and acceptance as an alternative to traditional methods of construction. The impact on aesthetics can be seen in the large expanse and planes of wood layers that convey strength and delight.

Today's variety of expression can be seen in these four examples of federal building projects.

Air Force Academy Cadet Chapel
Jose V. Toledo U.S. Post Office and Courthouse, Old San Juan, Puerto Rico

Air Force Academy Cadet Chapel
Photo Credit: Finegold Alexander + Associates

Jose V. Toledo U.S. Post Office and Courthouse, Old San Juan, Puerto Rico
Photo Credit: GSA

National Oceanic and Atmospheric Administration, Satellite Operations Facility, Suitland, MD
Howard M. Metzenbaum U.S. Courthouse, Cleveland, OH

National Oceanic and Atmospheric Administration, Satellite Operations Facility, Suitland, MD
Photo Credit: Morphosis and GSA

Howard M. Metzenbaum U.S. Courthouse, Cleveland, OH
Photo Credit: GSA

Contemporary culture advocates diversity of styles, even in cases of historic preservation. It also encourages the development of new architectural languages. In response to this openness, designers agree that aesthetically successful architecture comes from an integrated approach. By correctly formulating a project's purpose, seeking inspiration in programmatic requirements, and engaging in team-wide design reviews, an architect most effectively arrives at a solution that is as delightful as it is cost-effective, secure/safe, sustainable, accessible, and functional/operational. In much of contemporary architecture, the notion of expressive exteriors becomes tempered by new materials such as: high performing glass that conveys literal openness in an age of digital communication via the Internet or alternative roofing technologies that can extend the livable areas to the top of buildings proving a green space that can hold storm water and offer new amenities.

Returning to Vitruvius, one can conclude that his three standards of architecture reinforce one another. Good architecture achieves useful, humane, and economical results, and a building expresses those qualities regardless of style.

A fully integrated building promises to be durable in way that Vitruvius may not have envisioned: It will inspire a community to find ways to use it even when the original program is no longer relevant.

With an eye to integration, an architect makes aesthetic decisions in full collaboration with the client, building users, other consultants, and the public. Therefore it is important for the client and building users to be well informed about the possibilities of architecture. They can assist the design team in conceiving a building that meets the most needs.

One way to become acquainted with the possibilities of an architectural commission is to study a number of buildings of the same type. In addition, this branch of the WBDG will help those not familiar with architectural design terminology to understand the basic process, techniques, and language by which architectural concepts become reality.

  • Understanding the Language and Elements of Design Architects use specific terminology to describe fundamental elements of a building, and to assess its design quality. A client's fluency with this vocabulary improves the architect's application of the elements it represents.
  • Engage the Integrated Design Process An integrated design process interlaces the multiple disciplines that inform a building. A series of steps can provide an orderly flow to this dialogue, and the full and constructive participation of all members of the design and delivery team will ensure the best results.

The design awards programs of professional societies, the federal government, and industry trade associations offer additional insight into aesthetic values at a given time in history. For more information see Design Awards.

Emerging Issues

Building Information Modeling (BIM) and Building Energy Modeling (BEM)

Building Science/Building Physics

Life Cycle Analysis/Life Cycle Assessment (LCA)

Sustainability and High-Performance Buildings

Security Measures

Additional Resources

Federal Agencies

Department of Defense (DOD)

U.S. Army—Installation Design Guides

U.S. Air Force—Achieving Design Excellence and Architectural Compatibility Guidelines and Air Force Interior Design Guide

General Services Administration

Organizations

  • National Capital Planning Commission (NCPC)—The National Capital Planning Commission provides overall planning guidance for federal land and buildings in the National Capital Region
  • U.S. Commission of Fine Arts—The Commission of Fine Arts was established by Congress in 1910 as an independent agency to advise the Federal and District of Columbia governments on matters of art and architecture that affect the appearance of the nation's capital.

Associations

The work of many building professionals impact aesthetics decisions. These include architects, landscape architects, interior designers, lighting designers, and engineers. In part to help define the boundaries of professional and aesthetic responsibility, each of these professions is represented by a national trade association. In most cases, the trade association or organization publishes industry guidelines about the legal, ethical, and aesthetics role of their members in the building design process.

Profession Association
Architects The American Institute of Architects (AIA) Committee on Design
Society of American Registered Architects
National Council of Architectural Registration Boards (NCARB)
Association of Collegiate Schools of Architecture (ACSA)
Landscape Architects American Society of Landscape Architects (ASLA)
Interior Designers American Society of Interior Designers (ASID)
Council for Interior Design Accreditation (CIDA)
International Interior Design Association (IIDA)
National Council for Interior Design Qualification (NCIDQ)
Lighting Designers Illuminating Engineering Society (IES)
International Association of Lighting Designers (IALD)
Professional Engineers American Society of Civil Engineers (ASCE)
American Society of Heating, Refrigerating and Air-Conditioning Engineers (ASHRAE)
American Society of Mechanical Engineers (ASME)
American Society of Plumbing Engineers (ASPE)
American Society of Sanitary Engineering (ASSE)
Institute of Electrical and Electronics Engineers (IEEE)
National Fire Protection Association (NFPA)
National Society of Professional Engineers (NSPE)
Society of American Military Engineers (SAME)
Structural Engineering Institute
Planners American Institute of Certified Planners (AICP)
American Planning Association (APA)
Others ASIS International
Associated General Contractors (AGC) of America
Audio Engineering Society (AES)
Building Commissioning Association (BCA)
Building Owners & Managers Association International (BOMA)
Construction Specifications Institute (CSI)
Foodservice Consultants Society International (FCSI)
International Facility Management Association (IFMA)

Publications

  • The Aesthetic Movement by Lionel Lambourne. London, England: Phaidon Press Limited, 1996. ISBN 0714830003.
  • Architectural Graphic Standards, 11th Edition by Charles Ramsey and Harold Sleeper. New York, NY: John Wiley & Sons, Inc., 2007.
  • Architecture For Dummies by Deborah K. Dietsch and Robert A. M. Stern. New York, NY: John Wiley & Sons, Inc., 2002.
  • The Four Books of Architecture by Andrea Palladio and translated by Robert Tavernor and Richard Schofield. Dover Publications, 1965.
  • Design Professionals and the Built Environment: An Introduction by Paul Knox (Editor), Peter Ozolins (Editor). February 2001. ISBN: 0-471-98515-5.—Brings together many of the world's leading names from the UK, USA, Europe, and Asia; this is the first book to fully reflect the move towards a more synthetic approach in professional and student courses.
  • Green Building Studio Handbook: Environmental Strategies for Schematic Design, 2nd Edition by Walter Grondzik and Alison Kwok. Architectural Press, 2011.
  • A History of Interior Design, 3rd Edition by John Pile. August 2009. ISBN: 978-0-470-22888-3.—Much like the history of art, the history of interior design encompasses numerous styles, movements and the international political and social developments that have informed or challenged its evolution. This lavishly illustrated book will be of interest to anyone who appreciates interior design as well as antiques, furniture design, textiles, decorative objects and the general evolution of the space where we work and live.
  • Interior Design, 4th Edition by John Pile. March 2008. ISBN: 0132321033. Extremely comprehensive on all elements of interior design including codes. Textbook standards.
  • Interior Design Illustrated, 2nd Edition by Francis D. K. Ching, Corky Binggeli. October 2004. ISBN: 0-471-47376-6.—Ching's illustrated introduction to interior design is now completely revised to be even more clear and accessible. It includes new and updated material on finishes, furnishings and textiles, lighting, sustainability, acoustics, workstations, and much more.
  • Interior Graphic Standards, 2nd Edition by Corky Binggeli, Patricia Greichen. New York, NY: John Wiley & Sons, Inc., 2010.
  • On the Art of Building in Ten Books by Leon Battista Alberti and translated by Joseph Rykwert and Neil Leach. MIT Press, 1988.
  • The Original Green: Unlocking the Mystery of True Sustainability by Steve Mouzon. January 2010.
  • A Pattern Language by Christopher Alexander, Sara Ishikawa, Murray Silverstein, with Max Jacobson, Ingrid Fiksdahl-King, and Shlomo Angel. Oxford University Press, 1977.
  • Space, Time and Architecture: The Growth of a New Tradition, Fifth Revised and Enlarged Edition (The Charles Eliot Norton Lectures) by Siegfried Giedion. 2003.
  • The Ten Books on Architecture by Pollio Vitruvius and translated by Morris Hicky Morgan. Dover Publications, 1960.

Samples of Great Buildings and Architecture

  • Architecture and Interior Design Through the 18th Century: An Integrated History by Buie Harwood, Bridget May and Curt Sherman. New York, NY: Prentice-Hall, December 2001. Exceptionally comprehensive, this single-source reference allows readers to compare and contrast architecture, interior design, interior architectural features, design details, motifs, furniture, space planning, color, lighting, textiles, interior surface treatments, and decorative accessories through many centuries—from antiquity to the 18th century—from the many regions of the world.
  • The Art of Landscape Detail: Fundamentals, Practices, and Case Studies by Niall Kirkwood. New York, NY: John Wiley & Sons, Inc., August 1999. A fresh, holistic approach to the theories, approaches, and practices of landscape detail. With the support of a wealth of graphic and written material taken from historic and contemporary landscape design work, Kirkwood clearly demonstrates the role that landscape detail plays in the design process. Going beyond theoretical considerations, the book outlines landscape detail as a primary design activity, both pragmatic and poetic, using a range of built landscape design examples.
  • The Evolution of American Urban Design: A Chronological Anthology by David Gosling. New York, NY: John Wiley & Sons, Inc., December 2002. Covering a 50-year span, the book seeks to identify built urban design projects and traces the evolution and separation of American urban design theories up to the end of the twentieth century. It includes contemporary designs, projects, and writings in an attempt to identify future directions of the next century.
  • The Great Buildings Collection
  • The Phaidon Atlas of Contemporary World Architecture is a gorgeous new compendium of recent design from around the globe. This coffee-table book is so heavy, it's sold in its own carrying case.

Training

AFCEC MILCON Change Order Management Plan

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Approved change orders are contract modifications issued after award and are funded from available contingency funds. The HQ USAF/A7CP -AFCEE Management Plan for the Air Force Capital Construction Program (1 Jun 11) policy for managing capital construction projects is to limit contract cost growth and construction impacts by intensively managing contract changes. A maximum 5% contingency is provided for unforeseen site conditions and other project critical changes that arise. Funds are managed by providing an initial 2% contingency, with the additional 3% held in management reserve to be provided to the agent when the 2% funds are exhausted. Strict financial control is affected in order to limit cost growth on each project.

Changes can be identified by customers, support agencies, Base Civil Engineer (BCE) Staff, the Construction Agent (CA), Major Commands (MAJCOMs) or the construction contractor for a multitude of reasons. These stakeholders share interest in the success of the project and are a source for valid project changes. AFCEC/CF Project Managers (AFCEC PM) lead these Project Delivery Teams (PDT) to effectively manage changes within project delivery schedule and budget. Judicious management controls are necessary to ensure change orders minimize the impact to cost and schedule.

AFCEC MILCON Data Management & Metrics

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This guide will highlight the ACES-PM data management expected as well as describe our Ribbon Cutter goals and metric reporting procedures. All project execution team participants not only have a fiduciary responsibility to the tax payers, but also a shared commitment to the rest of the team and must work together to overcome challenges throughout the project execution process in an effort to provide the best quality facilities within budget and time constraints. For this team construct to work, we must first understand our roles and responsibilities.

AFCEC-NAVFAC Program Management Plan

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The Air Force Civil Engineer Center (AFCEC) and the Naval Facilities Engineering Systems Command (NAVFAC) developed this Program Management Plan (PgMP) to support safe and successful delivery of quality Department of the Air Force (DAF) Military Construction (MILCON) facilities on time and within budget. The PgMP establishes and formalizes the expectations of both organizations in providing MILCON program management and execution of the DAF MILCON Program and supersedes all prior PgMPs.

AFCEC-USACE Enterprise Program Management Plan

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USACE-AFCEC Enterprise Program Management Plan (EPgMP) MILCON Air Force Annex  (09-22-2015)

The DAF Enterprise Program Management Plan (EPgMP) established management concepts, principles, and procedures for successfully executing USACE Military Mission programs and requirements for the Department of the Air Force (DAF). This Military Construction (MILCON) Program Annex applies to all USAF and USSF MILCON (MCAF), Minor MILCON (MMAF), and Energy Resilience Conservation Investment Program (ERCIP) projects which the US Army Corps of Engineers (USACE) executes per 10 USC 2851 and DoD Directive 4270.5, as the MILCON Construction Agent.

AFCENT - Al Udeid AB IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Al Udeid Air Base. IFS replaces the Base Facility Standard (and similar legacy documents), as a component plan of the Installation Development Plan (IDP). For more information contact the Base Civil Engineer.

AFCENT – Ali Al Salem AB IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Ali Al Salem Air Base. IFS is a component plan of the Installation Development Plan (IDP) and supersedes previous design standards documents. For more information contact the Base Civil Engineer.

AFI 32-2001 Fire Emergency Services Program (SUPPLEMENT)

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Fire prevention is a primary objective of the flight. This objective is achieved with an aggressive and effective fire prevention program consisting of fire safety education, inspections, enforcement and facility design review. A secondary objective is early intervention at emergency events by occupants, operators, and automatic fire protection systems. Finally, the third objective is to intervene early with firefighters when FES events occur. This multi-phased approach ensures mitigating actions are initiated as soon as possible to minimize consequences of the incident.

AFI 32-3001 Explosive Ordinance Disposal (EOD) Program (SUPPLEMENT)

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This MOU, which addresses the roles and responsibilities of all parties regarding notification responsibilities during emergency response operations, is intended to:

  • Minimize the risk to public safety from the DoD Component Explosive Ordnance Disposal (EOD) operations;
  • Maximize the efficiency, safety, and speed of any explosives treatment or retrieval operation and;
  • Establish a framework for mutual assistance and consultation among the parties with respect to Component EOD explosives or munitions emergency response operations.

This MOU applies to DoD Component EOD explosives or munitions response operations.

AFI 32-9002 Management of Real Property

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Use Of Real Property Facilities   (11-22-1993)

This instruction implements AFPD 32-90, Real Property Asset Management. It provides guidance on the effective management of real property to include periodic review of installation boundaries, how to efficiently use land and facilities, and how to manage annexations and changes in jurisdictions. It applies to real property holdings in the United States, its territories and foreign nations. This AFI does not apply to Air Force Plants– Defense Industrial Reserve Property. This AFI may be supplemented at any level, but all supplements that directly implement this Instruction must be routed to SAF/AA for coordination prior to certification and approval. Refer recommended changes and questions about this publication to the Office of Primary Responsibility (OPR) using the AF Form 847, Recommendation for Change of Publication; route AF Forms 847 from the field through Major Command (MAJCOM) publications/forms managers.

AFRC - Dobbins ARB IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Dobbins Air Reserve Base. IFS replaces previous base standards documents and is required by Air Force Instruction (AFI) 32-1023. For more information contact the Base Civil Engineer.

AFRC - Grissom ARB IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Grissom Air Reserve Base. IFS replaces the Grissom Air Reserve Base, Base Standards (and similar legacy documents) and is required by Air Force Instruction (AFI) 32-1023. For more information contact the Base Civil Engineer.

AFRC - Homestead ARB IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Homestead Air Reserve Base. IFS replaces previous base standards documents and is required by Air Force Instruction (AFI) 32-1023. For more information contact the Base Civil Engineer.

AFRC - March ARB IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for March Air Reserve Base. IFS replaces the March Air Reserve Base Facility Excellence Plan (and similar legacy documents) and is required by Air Force Instruction (AFI) 32-1023. For more information contact the Base Civil Engineer.

AFRC - Minn-St Paul ARS IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Minn-St Paul Air Reserve Station. IFS replaces the Minn-St Paul Air Reserve Station, Base Standards (and similar legacy documents) and is required by Air Force Instruction (AFI) 32-1023. For more information contact the Base Civil Engineer.

AFRC - Niagara Falls ARS IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Niagara Falls Air Reserve Station. IFS replaces previous base standards documents and is required by Air Force Instruction (AFI) 32-1023. For more information contact the Base Civil Engineer.

AFRC - Pittsburgh ARS IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Pittsburgh Air Reserve Station. IFS replaces previous base standards documents and is required by Air Force Instruction (AFI) 32-1023. For more information contact the Base Civil Engineer.

AFRC - Westover ARB IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Westover Air Reserve Base. IFS replaces previous base standards documents and is required by Air Force Instruction (AFI) 32-1023. For more information contact the Base Civil Engineer.

AFRC - Youngstown ARS IFS

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This Installation Facilities Standards (IFS) document is part of the Air Force Corporate Facilities Standards (AFCFS) program and provides facility design standards for Grissom Air Reserve Base. IFS replaces the Youngstown Air Reserve Station, installation standards (and similar legacy documents) and is required by Air Force Instruction (AFI) 32-1023. For more information contact the Base Civil Engineer.

AFRCH 32-1001 Standard Facility Requirements

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This handbook implements AFPD 32-10, Installations and Facilities. It contains guidelines and information for facility requirements in support of Air Force Reserve Command missions. The criteria in this handbook represent standard space allowances. These guidelines shall be used by key personnel in AFRC civil engineering, and key personnel in other AFRC organizations who allocate space in existing facilities or develop or approve facility requirements

AFSDG 4-724-01 Design: Visiting Quarters

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Change Notice

<p>Replaced by: <a href="/dod/ufc/ufc-4-720-01" target="_blank">UFC 4-720-01</a></p>

FFC Agency & Library

This guidance implements mandatory construction policies and processes approved for Visiting Quarters (VQ). These standards advance the goal of achieving consistent, enhanced quality facilities and at all installations. Developing and implementing facilities to achieve lodging excellence will help sustain a strong, productive, and viable Air Force. We are committed to the concept of private, comfortable lodging and all it contributes to improved quality of life. This guide provides standards and considerations for planning, programming, and designing new, major renovations, and permanent conversion of existing facilities as new VQ regardless of funds source used for construction unless waived by HQ USAF/ILV.

Air Barrier Systems in Buildings

Introduction

This paper reviews the problems created by infiltration and exfiltration in buildings, and the design considerations of an air barrier system to control the problems. It explains the air pressures on buildings, the fundamentals of controlling those pressures, air barrier material requirements, combination "air and vapor barriers," and the required properties of air barriers systems. Specific designs will be reviewed, and warm-side air and vapor barriers vs. cold-side air barrier systems compared. The complexities of the "airtight drywall approach," or "ADA," (Lstiburek and Lischkoff, 1986) are also discussed. Finally, the paper will review roof air barrier concepts.

Description

Figure showing the diffuse flow and orifice flow in a linear pathway

Fig. 1

Infiltration and exfiltration of air in buildings have serious consequences, because they are uncontrolled; the infiltrating air is untreated and can therefore entrain pollutants, allergens, and bacteria into buildings. The accompanying change in air pressures can disrupt the delicate pressure relationships between spaces that HVAC systems create by design, in buildings such as hospitals, where infection control and patients' very lives may depend upon maintaining those relationships, and laboratories, where pollutant control is essential. Disrupted air pressure relationships can move pollutants from spaces where they should be contained, into other spaces where they are not desired. For example, pollutants can move from such areas as storage rooms or garages under buildings into living or working spaces and cause indoor air quality problems. Another serious consequence of infiltration and exfiltration through the building enclosure is the condensation of moisture from the exfiltrating air in northern climates, and from infiltrating hot humid air in southern climates, causing mold growth, decay, and corrosion that cause health problems and durability problems with premature building deterioration. Unlike the moisture transport mechanism of diffusion, air pressure differentials can transport hundreds of times more water vapor through air leaks in the enclosure over the same period of time (Quirouette, 1986). This water vapor can condense within the enclosure in a concentrated manner, as the air hits a surface within the assembly that is at a temperature below its dew-point (Fig. 2).

Air leaks through the building enclosure can take one of several forms:

  1. Orifice flow
  2. Diffuse flow
  3. Channel flow

Orifice flow occurs when the air entry and exit are in a linear pathway, such as in the crack between a window rough opening and its frame (Fig. 1).

Figure showing air moving throught the vapor barrier, up through the wall and leaving concentrated condensation in the wall

Fig. 2: Channel Flow

Diffuse flow happens when materials are used in the enclosure that are ineffective in controlling air infiltration and exfiltration due to many cracks or their high permeance to air, such as fiberboard or uncoated concrete block. Channel flow is probably the most common and serious of all types of air leaks and is shown in Fig. 2. The air entry point and exit point are distant from each other, giving the air enough time to cool below its dew point and deposit moisture in the building enclosure.

Lastly, air infiltration and exfiltration are the cause of unnecessary energy consumption in buildings due to the added heating and cooling loads and the additional humidification or dehumidification needed (Emmerich, McDowell, Anis, 2005).

Air Pressures That Cause Infiltration and Exfiltration

There are three major air pressures on buildings that cause infiltration and exfiltration:

  • Wind Pressure
  • Stack Pressure (sometimes called chimney effect or buoyancy)
  • HVAC Fan Pressure

Wind

The average annual wind pressure on buildings is of significance in calculating energy or moisture-related air leakage in buildings. When averaged out over the course of the year, it is about 10-15 mph (0.2-0.3 psf) (10-14 Pa) in most locations in North America. (Wind and Air Pressures on the Building Envelope) Wind pressure tends to pressurize a building positively on the façade it is hitting, and as the wind goes around the corner of the building it cavitates and speeds up considerably, creating especially strong negative pressure at the corners and less strong negative pressure on the rest of the building walls and roof (Figs. 3 and 4), (Hutcheon and Handegord, 1983).

Figure showing flow around a building in a boundary layer
Figure showing the plan view of a roof with contours showing negative pressure distribution

Fig. 3

Fig. 4

Stack Pressure

Figure showing stack effect in cold climates, infiltration of air at the bottom of the building (blue circles) and exfiltration at the top (red circles)

Fig. 5

Stack pressure (or chimney effect) is caused by a difference in atmospheric pressure at the top and bottom of a building due to the difference in temperature, and therefore, a difference in the weight of the columns of air indoors vs. outdoors in the winter. Stack effect in cold climates can cause infiltration of air at the bottom of the building and exfiltration at the top, as seen in Fig. 5. The reverse occurs in warm climates with air-conditioning.

Fan Pressure

Fan pressure is caused by HVAC system pressurization, usually positively, which is fine in warm climates but can cause incremental enclosure problems to wind and stack pressures in heating climates. HVAC engineers tend to do this to reduce infiltration (and with it, pollution) and disruption of the HVAC system design pressures relationships. Fig. 6 shows each of these pressures separately and a combined diagram.

The National Institute of Standards and Technology reports that the added energy to heat and cool buildings due to infiltration and exfiltration can be anywhere from 10% in cooling climates to 42% in heating climates (NISTIR 7238).

fan pressure relationships: top left-wind effect, top right-stack effect, bottom left-HVAC fan effect, bottom right-combined effect
Figure showing materials A, B, C, D, and E passing through joints, and then they become assmemblies 1 and 2. These pass through another set of joints and become an air barrier system.

Fig. 6

Fig. 7

The concept is to select and target a component of the wall or roof that is air impermeable and to deliberately make it an airtight "assembly" by sealing the joints and penetrations. This assembly of materials is connected to adjacent assemblies or components such as windows, doors, or the roof air barrier component, by sealing or joining the airtight component of assembly A to the airtight component of assembly B. The air barrier system above grade is also connected to the foundation walls and basement slabs to complete the air barrier system of the building. Air tightening below-grade walls and slabs prevents entry of dangerous gases such as radon, and pollutants from agricultural activities and brownfields, due to depressurization of spaces with their enclosure in contact with the soil.

The important features of an air barrier system in a building are: Continuity, Structural Support, Air impermeability, and Durability.

Continuity

To ensure continuity, each component serving its role in resisting infiltration, such as a wall or a window assembly or a foundation or a roof, must all be interconnected to prevent air leakage at the joints between materials, components, assemblies, and systems and penetrations through them, such as conduits and pipes.

Structural Support

Effective structural support requires that any component of the air barrier system must resist the positive or negativestructural loads that are imposed on that component by wind, stack effect, and HVAC fan pressures without rupture, displacement or undue deflection. This load must then be safely transferred to the structure. Design consideration must determine adequate resistance to these pressures by fasteners, tapes, adhesives, etc.

Air Impermeability

Materials chosen to be part of the air barrier system should be chosen with care to avoid selecting materials that are too air-permeable, such as fiberboard, perlite board, and uncoated concrete block. The air permeance of a material is measured using ASTM E 2178 test protocol and reported in Litres/second per square meter at 75 Pa pressure (cfm/ft² at 0.3" w.g or 1.57 psf). The Canadian and IECC codes and ASHRAE 90.1 consider 0.02 L/s.m² 75 Pa (0.004 cfm/ft² 1.57 psf), which happens to be the air permeance of a sheet of ½" unpainted gypsum wall board, as the maximum allowable air leakage for a material that can be used as part of the air barrier system for the opaque enclosure; the same number is required by the Advanced Buildings Core Performance (New Buildings Institute), and ASHRAE SP 102 (Advanced Energy Design Guide: Small Office Buildings). The Air Barrier Association of America considers that number the industry standard for air barrier materials.

This maximum allowable air permeance for materials is more airtight than the requirements for windows and curtain walls, but it must be remembered that windows and curtain walls are assemblies of materials and also these materials are more resistant to damage due to condensation than ordinary building materials. It is to be expected that when fairly airtight materials are assembled together by sealing, taping screws, etc., that the assembly will leak more air than the original material that is being used as the basic material ASTM E 2357 is the assembly air leakage and durability test; IECC and ASHRAE 90.1 establishes 0.2 L/s.m² at 75 Pa (0.04 cfm/ft² at 1.57 psf) as the maximum allowable assembly air leakage. An assembly is defined by ASTM E 2357. Also, when these assemblies are joined together into a whole building, the building enclosure will leak more air than the individual assemblies joined together in the first place.

In order to achieve a reasonable end result, the basic materials selected for the air barrier must be quite air-impermeable. The U.S. Army Corps of Engineers (USACE) and the Naval Facilities Command (NAVFAC) have established 0.25 cfm/ft² at 1.57 psf (1.25 L/s.m² at 75 Pa) as the maximum air leakage for an entire building (airflow tested in accordance with the USACE / ABAA Air Leakage Test Protocol (which incorporates ASTM E 779) whereas the U.S. Air Force and the International Green Construction Code (IgCC) specify 0.4 cfm/ft² @ 11.57 psf ((2.0 L/s.m²@ 75 Pa) divided by the area of the enclosure pressure boundary). A recent ASHRAE study, 1478 RP, measured the whole building airtightness of sixteen mid-to-high-rise buildings built after the year 2000; the study found that eight of those buildings were tighter than the USACE airtightness standard.

Durability

Materials selected for the air barrier system must perform their function for the expected life of the structure; otherwise they must be accessible for periodic maintenance, such as elastomeric paint coatings on concrete block.

In summary, air barrier system code requirements may require:

  • A continuous plane of airtightness must be traced throughout the building enclosure with all moving joints made flexible and sealed.

  • Air Leakage Control Compliance Alternatives:

    • The air barrier material in an assembly of the opaque enclosure must have an air permeance not to exceed 0.004 cfm/sf at 0.3" wg (1.57 psf) [0.02 L/s.m² at 75 Pa].

    • An air barrier assembly must have an air permeance not to exceed 0.2 L/s.m² 75 Pa (0.04 cfm/ sf 1.57 psf), when tested according to ASTM E 2357. The registered design professional shall determine the test air pressures adequate to simulate design conditions for the location of the project.

    • The whole building's air leakage rate must not exceed 2 L/s.m² 75 Pa (0.4 cfm/ sf 1.57 psf) when tested according to ASTM E779.

  • The air barrier system must be able to withstand the maximum design positive and negative air pressure and must transfer the load to the structure.

  • The air barrier must not displace under load or displace adjacent materials.

  • The air barrier material used must be durable or accessible for maintenance.

  • Connections between roof air barrier, wall air barrier, window frames, door frames, foundations, floors over crawl spaces, ceilings under attics and across building joints must be flexible to withstand building movements due to thermal, seismic, moisture content changes and creep; the joint must support the same air pressures as the air barrier material without displacement.

  • Penetrations through the air barrier must be sealed.

  • An air barrier must be provided between spaces that have either significantly different temperature or humidity requirements.

Figure showing the cross section of a building with 9 floors and seven arrows extending across from the top seven floors of the enclosure over a stairwell, to a chute, and then a set of arrows on the bottom two floors from the enclosure to the elevator lobbyi to a chute

Fig. 8

  • Lighting fixtures are required to be special low leakage gasketed fixtures when installed through the air barrier or the air barrier must be designed around the fixture.

  • To control stack pressure transfer to the enclosure, stairwells, shafts, chutes, and elevator lobbies must be decoupled from the floors they serve by providing doors that meet air leakage criteria for exterior doors, or the doors must be gasketed (Fig. 8).

  • Functional penetrations through the enclosure that are normally inoperative, such as elevator shaft louvers and atrium smoke exhaust systems, must be dampered and closed off with airtight motorized dampers connected to the fire alarm system to open on call and to fail in the open position.

In addition, other pressure differentials within buildings should be controlled by the following methods:

  • Compartmentalizing and sealing garages under buildings with airtight walls and vestibules at building access points.

  • Compartmentalizing spaces under negative pressure, such as boiler rooms, and providing make up air for combustion.

Figure showing plenums connected to exterior enclosure and the movement of moist air depicted by blue arrows through the assembiles

Fig. 9 and Fig. 10: Plenums connected to the exterior enclosure can move moist air through these assemblies.

Figure showing the air movement within an enclosure that has warm air and cold air on either side

Fig. 11: Convection of moist air in enclosure assemblies can cause problems.

  • Decoupling supply or return floor and ceiling plenums from the exterior enclosure. If these leak air, serious consequences will arise that should be considered; the exterior walls become ducts with air forced through them, potentially causing severe condensation, microbial growth and deterioration (Figs. 9 and 10).

  • Controlling convection currents within enclosure assemblies caused by connecting air on the cold side to air on the warm side of insulation or the interior air by sealing the interior (Fig. 11). This is the typical mechanism of mold formation in insulated basements, where air that is adjacent to a cool concrete basement wall cools down, gets heavier and drops, pulling in warm humid air at the top of the insulated wall.

  • Generic materials that meet the air leakage requirements stated above are as follows (Bombaru, Jutras, and Patenaude, CMHC, 1988 ).

MATERIAL AIR LEAKAGE
Thickness of Non-Measureable Airflow Measureable Airflow CFM
at 0.3"
wg
L/(s/m²)
at 75 Pa
0.006"*Polyethylene0.315"Plywood0.0010.0067
0.060"Roofing membrane0.63"Waferboard0.0010.0069
0.106"Modified asphalt torched-on0.5"Exterior Gypsum0.0020.0091
0.001"*Aluminum foil0.433"Waferboard0.0020.0108
0.060"Sheet asphalt peel and stick0.5"Particle Board0.0030.0155
0.374"Plywood*Non-perforated spun-bonded polyolefin0.0040.0195
1"Extruded polystyrene0.5"Interior gypsum board0.0040.0196
1"Foil-backed urethane    
0.5"Cement board    
0.5"Foil-backed gypsum board    

*Membranes must withstand air pressures in both directions without displacement or damage. If not fully adhered, they must be sandwiched between two board materials.

If house-wraps and other film membranes are not fully supported on both sides, as is the case in a brick cavity wall, they cannot support negative wind loads without tearing at the staples and brick anchors or rupturing under load (Bosack and Burnett, 1998). House-wraps in brick cavity walls displace under negative wind pressure and "pump" building air into the assembly, potentially causing condensation in cold climates. While testing in Canada to pre-qualify its membrane for use as an air barrier material, a manufacturer of spunbonded polyolefin discovered that to withstand negative wind pressures, the membrane needed to be stronger, and installed with fasteners having 1" diameter plastic washers, or a brick tie must be installed every 6" (150 mm) into the stud and 16" (400mm) apart (Fig. 12). Alternatively continuous strapping with a fastener every 12" (300mm) may be used. Note that products sold in Canada and the U.S. with the same name may not have the same air leakage or strength properties.

Figure showing the Tyvek HomeWrap material. The 25mm cap nails or brick ties need to be installed 150mm into the stud.
Line graph: As the Air Leakage Pressure rises from 10(sup-2) to 10(sup1) and as the pressure difference rises from 1 to 1,000, the polyethylene's pressure increases while the pressure difference increases. Before reaching the air leakage rate of 10(sup0) the pressure difference of the polyethylene begins to decrease. As the presure difference of the wall increases, the air leakage rate increases.

Fig. 12: Drawing of Tyvek HomeWrap membrane with 25mm cap nails or brick ties installed 150mm on center.

Fig. 13: Polyethylene air barrier ruptures in a wall with glass-fiber batt insulation.

It is even more difficult to make polyethylene into an air barrier. It lacks structural support when it is against glass-fiber batts and has the inherent quality of displacing and stretching, even rupturing, under high wind loads. It is also difficult to seam to itself or other materials (Fig. 13). Fastener holes through polyethylene can stretch and compromise its airtightness (Shaw, 1985).

Materials that do not qualify as air barrier materials without additional coatings are (Bombaru, Jutras and Patenaude, CMHC, 1988):

  • Uncoated concrete block
  • Plain and asphalt impregnated fiberboard
  • Expanded polystyrene
  • Batt and semi-rigid fibrous insulation
  • Perforated house-wraps
  • Asphalt impregnated felt, 15 or 30 lb.
  • Tongue and groove planks
  • Vermiculite insulation
  • Cellulose spray-on insulation

Of course there are many products formulated to qualify as air barrier materials. Some of these, as well as specifications, technical help, contractor and workmen training and certification is provided by the Air Barrier Association of America.

Air Barrier Materials

The simplest approach to airtightening a wall is to select one of the layers such as the sheathing and to airtighten it using durable tapes, adhesive sheet products, fluid-applied materials, or the like. Walls constructed out of materials that are very permeable to air, such as concrete block, must be airtightened using an applied elastomeric (flexible) coating, either as a specially formulated paint, or a specially formulated air barrier sheet product, or a fluid-applied spray-on or trowel-on material. Transition peel-and-stick membranes are most commonly used at window and door perimeters, or when changing materials or wall systems (Figs. 14 and 15). Alternatively, a sheet membrane such as a peel-and-stick membrane can be used on the whole wall.

Photo of peel-and-stick membrane trim work and transitions being applied.
Photo of fluid-applied air barrier applied to balance of wall

Fig. 14: Peel-and-stick membrane trim work and transitions being applied. Georgetown Law School. Shepley Bulfinch, Architect

Fig. 15: Fluid-applied air barrier is applied to balance of wall. Georgetown Law School. Shepley Bulfinch, Architect

Metal backpans are often used as part of the air barrier system in the spandrel areas of curtain walls.

Location of the Air Barrier

Figure showing the second and first floors being warm and separated from the knee wall by a blocker. The knee wall area remains cold.

Fig. 16

The air barrier, unlike the vapor retarder, (since its function is to stop air movement, not control diffusion), can be located anywhere in the enclosure assembly. If it is placed on the predominantly warm, humid side (high vapor pressure side) of the enclosure, it can control diffusion as well, and would be a low-perm vapor barrier material. In that case, it is called an "air and vapor barrier." If placed on the predominantly cool, drier side (low vapor pressure side) of the wall, it should be vapor permeable (5-10 perms or greater).

Finally, the complexities of airtightening a building using the interior finish gypsum board are worth highlighting (Fig. 16). The airtight drywall approach or "ADA", as it is known in Canada, using the interior drywall as the airtight plane, (Lstiburek and Lischkoff, 1986) is useful in residential work where renovation is not expected for many years. In commercial work however, the intent of the designer will most likely be lost to renovation. Also, continual rewiring for data lines compromises the drywall's airtightness as the data contractor punches holes above the ceiling. It is a very complex, three-dimensional problem, and this author's best advice is, "Don't go there."

Air Barriers Subject to Temperature Changes

Air barriers on the exterior side of the insulation are subject to thermal changes and lots of movement due to expansion and contraction; therefore these joints are more difficult to keep airtight for the life of the building due to the stresses applied to the jointing tape or sealant by the thermal cycling over time. The best joint materials for these applications should be used, such as:

  • Extruded silicone bedded in wet silicone.
  • Wet silicone applied in a "band-aid joint" across board joints.
  • Other fluid applied elastomeric air barriers products.
  • Modified asphalt peel-and-stick with surface properly primed.
Photo showing foam sealant applied to all insulation board edges followed by peel-and-stick modified asphalt tape on the primed insulation sheathing boards used as the air barrier
Photo showing foam sealant applied to all insulation board edges followed by peel-and-stick modified asphalt tape on the primed insulation sheathing boards used as the air barrier.

Figs. 17 and 18: The above two photos show foam sealant applied to all insulation board edges followed by peel-and-stick modified asphalt tape on the primed insulation sheathing boards used as the air barrier. Boston College Administration Building. Shepley Bulfinch, Architect

Roof Air Barriers

The roof membrane can be considered an air barrier since it is designed to withstand wind loads if it is fully adhered or hot- or cold-mopped. Mechanically fastened and ballasted roof systems, because they displace and momentarily billow or pump building air into the system, do not perform the required functions of containing air without displacement. In those cases, another air barrier must be selected in the system. Either a peel-and-stick air and vapor barrier on the inboard side of the roof system (interior conditions and weather dependent), or taped gypsum underlayment board beneath the insulation can be used in a system with adhered underlayers of thermal protection board and insulation. Those layers must be designed to withstand maximum wind loads without displacement and all penetrations must be sealed. Because of the critical importance of continuity with the wall air barrier, a pre-installation conference on the air barrier system must include the trades involved in the air barrier system, such as the wall air barrier subcontractor, the window subcontractor, the sealant subcontractor, and also the roofing subcontractor, to discuss the connection between the roof air barrier and the wall air barrier, as well as the sequence of making an airtight and flexible connection between assemblies and whose responsibility it is to make that connection. It is also important to ensure that the materials being joined together are compatible.

Penetrations into roof systems, such as ducts, vents, and roof drains, must be dealt with, perhaps by using spray polyurethane foam (or other sealant) or membranes to airtighten those penetrations at the targeted air barrier layer.

Conclusion

An air barrier system is an essential component of the building enclosure so that air pressure relationships within the building can be controlled, building HVAC systems can perform as intended, and the occupants can enjoy good indoor air quality and a comfortable environment. HVAC system size can be reduced because of a reduction in the "fudge factor" added to cover infiltration and unknown factors, resulting in reduced energy use and demand. Air barrier systems in the building enclosure also control concentrated condensation and the associated mold, corrosion, rot, and premature failure; and they improve and promote durability and sustainability. Building codes now require air barriers systems, and building designers and builders should be aware of the negative consequences of ignoring building airtightness.

Applications

Buildings with air barrier systems:

Agnes Scott College Science Building, Georgia

Exterior view of the Science Building, Agnes Scott College, Decatur, Georgia

Building Location: Decatur, Georgia, USA Project Size (ft², m²):  60,000 sf. Total Building Costs:  $22 million Building Architect:  Shepley Bulfinch Richardson and Abbott, Boston, Massachusetts Completion:  2002

The design goal of the 104,000 sf. new science building was to integrate the sciences in order to develop multi-disciplinary study. It houses science classrooms, laboratories, faculty offices, a science reading room and the Departments of Biology, Chemistry, Physics, and Psychology. The classrooms are located in between teaching labs to allow easy flow from a lab to a classroom environment to support ASC's pedagogy. An atrium is designed as the entry element in the middle of the plan so as to symbolize the 'coming together' of the science disciplines. The new science facility is sited on the southern edge of playing fields opposite the library and campus center, forming a green.

Lobby view of the Science Building, Agens Scott College, Decatur, Georgia
Lab view of the Science Building, Agens Scott College, Decatur, Georgia

 

The air barrier system is an essential part of the building enclosure of this science teaching facility, allowing the designed pressure differentials between the laboratories and the remainder of the building to be maintained without disruption caused by infiltration. The wall air and vapor barrier is a continuous modified asphalt membrane on the outside of the back-up wall, with a layer of continuous rigid insulation outside in the brick cavity.

Bronson Methodist Hospital, Michigan

Exterior view of New Medical Campus, Bronson Methodist Hospital, Boston, Massachusetts

Building Name:  New Medical Campus, Bronson Methodist Hospital Building Location:  Kalamazoo, Michigan, USA Building Architect:  Shepley Bulfinch, Boston, Massachusetts Associate Architect:  Diekema/Hamann/Architects, Kalamazoo, MI

In 1996, SBRA completed a campus master plan for phased development, which included new ambulatory and inpatient services; medical offices on the new south campus; and the renovation of existing buildings on the north campus for administrative and educational functions.

The new 750,000 sf. south campus development provides horizontal continuity for various medical specialties within a series of linked buildings. For example, surgery is located on the second level, along with inpatient and outpatient facilities, beds, and associated physicians' offices. The project also includes a Center for Women and Children, Emergency Services, Cardiology and Oncology Departments, and an integrated multi-specialty Diagnostic Center that combines traditional Radiology services within an ambulatory setting. A new 750-car garage connects on each level to complete the continuity of each department.

Interior garden view of New Medical Campus, Bronson Methodist Hospital, Boston, Massachusetts
Interior view of New Medical Campus, Bronson Methodist Hospital, Boston, Massachusetts

 

A central skylit atrium space is the "heart" of the complex and includes retail, pharmacy, chapel, food court, library, and educational spaces. These amenities create a lively and accessible facility that is oriented toward family and community use.

The new campus is a cornerstone for downtown Kalamazoo. Located at the edge of the central business district and a small-scale residential neighborhood, the new complex is sub-divided into a complex of smaller-scale brick buildings with individual canopied entries, which harmonize well with the context.

The hospital management required a building enclosure design that would promote and maintain a healthful environment with a specific mandate that walls remain dry at all times. A peel-and stick continuous air and vapor barrier on the exterior of the back-up wall, with a layer of continuous insulation outside makes this an energy efficient building enclosure. Connections were made to the roof air and vapor barrier, two layers of mopped-on asphalt felts that served also as a temporary roof during construction. Also connections were made to the foundation waterproofing membrane, to complete the air barrier system.

Eugene Public Library, Oregon

Exterior view of Eugene Public Library, Eugene, Oregon

Building Name:  Eugene Public Library Building Location:  Eugene, Oregon, USA Building Architect:  Shepley Bulfinch, Boston, Massachusetts Associate Architect:  Robertson Sherwood, Architects

The building incorporates classical proportions for a civic building, while employing contemporary details and planning ideals. This LEED-registered project incorporates into the design a concerted sensitivity to sustainable site development, indoor environmental quality, and energy conservation.

The 120,000 sf. facility occupies a one-half city block, across a main street from the Eugene Public Transportation Center. The monumental curving entry facade eases the building into the cityscape along 10th Avenue. The building is set back from the street, allowing generous plaza and planting areas, and a walled outdoor "reading garden" adjacent to the Children's Department. Outdoor plantings and a below-grade garage add to the environmental efficiency of the building by minimizing heat isles.

Staircase view in Eugene Public Library, Eugene, Oregon
Reading room view of Eugene Public Library, Eugene, Oregon

 

A dramatic three-story glass "winter garden" provides for an additional entry, with a cafe and book sale area flanking one side and public meeting rooms on the other. The library's interiors provide warmth and scaled detail throughout the main entry level and at important interior elements, such as the cylindrical stair and double-height reading areas. Extensive daylighting and "green" building materials enhance the experience of the interior space for staff and patrons alike. The entire interior volume is designed to promote the highest degree of ease of usage by the community while facilitating the operation of the library by the staff and allowing maximum flexibility for changes in the future.

The energy efficiency and indoor environmental quality goals of this project dictated a high-efficiency building enclosure. It utilizes a peel-and-stick exterior air and vapor barrier membrane wall system with a layer of continuous extruded polystyrene.

Relevant Codes and Standards

Additional Resources

Air Barrier Association of America

  • Air Leakage Characteristics, Test Methods and Specifications for Large Buildings by Proskiw, G. and Phillips, B.—Prepared for Canada Mortgage and Housing Corporation, 2001.
  • Air Leakage Control by Lux, M.E., and Brown, W.C. NRC, 1986.
  • Air Leakage in Buildings by Wilson, A.G. CBD 23, NRC, 1961.
  • Air Leakage Tests on Polyethylene Membrane Installed in a Wood Frame Wall by Shaw, C.Y. NRC, 1985.
  • The Air Permeance of Building Materials by Bombaru, Jutras, and Patenaude. CMHC, 1988.
  • The Airtight House: Using the Airtight Drywall Approach by Lischkoff, J. and Lstiburek, J. 1986.
  • Builders' Field Guides by Lstiburek, J. Westford, MA: Building Science Corp., 2001.
  • Building Science for a Cold Climate by Hutcheon, N. and Handegord, G.O.P. National Research Council of Canada, 1983.
  • Commissioning the Air Barrier System by Anis, W., ASHRAE Journal, March 2005.
  • Control of Air Leakage is Important by Garden, G. K., CBD 72, NRC, 1965.
  • The Difference Between an Air Barrier and a Vapor Barrier by Quirouette, R. NRC, 1985.
  • Energy Impacts of Infiltration and Ventilation in U.S. Office Buildings Using Multi-zone Airflow Simulation by Emmerich, S.J. and Persily, A.K.—A paper delivered at the ASHRAE IAQ and Energy Conference, 1998.
  • Investigation of the Impact of Commercial Building Envelope Airtightness on HVAC Energy Use. Emmerich, S. J.; McDowell, T.; Anis, W. - NISTIR 7238.
  • "The Impact of Airtightness on System Design" by Anis, W. ASHRAE Journal, 2001.
  • Stack Effect in Buildings by Wilson, A.G. and Tamura, G.T. CBD 104, 1968.
  • Understanding Air Barriers by Lstiburek, J., ASHRAE Journal, July 2005.
  • The Use of House-wrap in Walls: Installation Performance and Implications by Bosack, E.J. and Burnett, E.F.P. PHRC, 1998.
  • Wind on Buildings by Dalgliesh, W.A. and Boyd, D.W. CBD 28, NRC, 1962.
  • Wind Pressure on Buildings by Dalgliesh, W.A. and Schriever, W.R. CBD 34, NRC, 1962.

Air Decontamination

Introduction

Americans spend nine out of ten hours indoors; and indoor air commonly contains higher concentrations of airborne chemical contaminants and pathogenic microbes than outdoor air. Biological and chemical terrorism, sick buildings, cruise ship disease outbreaks, toxic molds, and epidemics of asthma and allergies, all have made the issue of healthy air critical. Removing biological pathogens and toxic chemical compounds from air—air decontamination—has been a recognized need for decades and has mostly been accomplished through ventilation. Airflow and ventilation are already key factors in worker comfort, health and productivity, building design, and energy efficiency. Air security is the next frontier, and can also improve the health of the day-to-day air in a modern facility.

This Resource Page presents both the scientific fundamentals of clean air, vis-à-vis filtration and UV, and the benefits and obstacles associated with these technologies. It also briefly discusses a number of other technologies that have been offered as solutions. This Page was written to provide a general understanding of air decontamination technologies for practitioners that may be new to this field, as well as provide updated codes and resources for those who wish to gain more in depth knowledge. Since the field is in considerable flux, a number of source documents from government and professional association websites where up-to-the-minute information can be obtained are also provided.

Description

In the report "Review of Health and Productivity Gains from Better IEQ written by William J. Fisk of the Indoor Environment Department at Lawrence Berkeley National Laboratory, increased indoor air quality could result in the following monetary savings:

  • estimated potential annual savings and productivity gains of $6 billion to $14 billion from reduced respiratory diseases;
  • between $2 to $4 billion savings from reduced allergies and asthma;
  • $10 to $30 billion in savings from reduced sick building syndrome symptoms; and
  • $20 to $160 billion can be saved from direct improvements in worker performance that are unrelated to health.

The economic and public health benefits combined with today's interest in protecting the population from weapons of mass destruction have prompted renewed interest in methods of removing infectious or allergenic microorganisms from the air we breathe in indoor environments. Active decontamination technologies such as ultraviolet light (UV) and high efficiency particulate air (HEPA) filters have previously been used for germicidal air cleansing in infectious disease wards and laboratories. However applying these decontamination processes or other experimental technologies to the high airflow ventilation systems of modern office buildings presents a new set of challenges. It requires a fundamental rethinking of many elements of HVAC design, from the location and security of air ducts, to the integrity and protection of air controls, and the organization, layout, and construction of the active decontamination components for the systems themselves.

A. Air Filtration

The simplest solution to disinfecting the air is to capture offending particles in a filter mesh of some kind. The development of high efficiency particulate air (HEPA) filters has made it possible to efficiently clear the air of particles down to 0.3 µm (micrometers) in size, with smaller particles captured to varying degrees. Viruses are the smallest, ranging in size from 0.01 µm to 0.4 µm, while fungal spores are at the upper end of the range and can be larger than 20 µm. Bacteria range in size from 0.5 to 10 µm. Deadly pathogens like the bacterial Bacillus Anthracis spore powder used in the anthrax cases generally range from 1 to 6 µm. The relevant size measurement used in aerosol science is the aerodynamic diameter. This diameter is usually different from the actual particle size of microorganisms, and accounts for the non-spherical nature of the cells. This parameter is more useful for predicting aerodynamic behavior of a particle in air.

Figure 1 is useful for predicting aerodynamic behavior of a particle in air. The large fungal spores or large polen grains, at an aerodynamic diameter of >10µm, will usually be removed from air by setting. The larger bacteria or fungal spores, at an aerodynamic diameter of >10µm to 2.5 µm, is deposited in the upper level of the respiratory tract. The smaller bacteria and their spores, at an aerodynamic diameter of 2.5 µm to 0.5 µm, deposit into the lower portion of the lungs. The viruses and allergenic components of fungi or bacteria, at an aerodynamic diameter of 0.5 µm to 0.01 µm, are at the the lowest level of the lungs and are removed less effectively by HEPA filtration.
close-up photo of HEPA filter fibers

Figure 1. HEPA filters are made from numerous synthetic fibers that are laid down in overlapping, random order.

Figure 2. HEPA filter fibers

The idea is not to restrict particle passage by capturing target pathogens between closely spaced threads, but to divert and convolute the passageways of airflow. As airflow twists and turns through the overlapping threads, heavier objects—such as bacteria, spores, virus particles, or toxins that are in particle form—will not be able to keep up due to their greater inertia in relation to air molecules. The slower particles will hit the threads and be stopped. Since the synthetic fibers are designed to be "sticky," these particles lodge into the filter elements and are captured. Because HEPA filters capture the microorganisms, health effects caused by live microorganisms (infectious disease), and those effects that can be caused by live or dead microorganisms, such as allergies, are both mitigated. HEPA filters are widely used in clean rooms and in portable room air purification units.

There are a number of limitations with HEPA filters that make it essential to combine filtration with other technologies in order to ensure effectiveness in a ventilation system. First, HEPA filters will work well (99.97% efficiency) for particles down to about 0.3 µm. Because the aerodynamic diameter of a virus ranges down to 0.01 µm, many viral agents will not be removed at a high efficiency. Secondly, even a tiny puncture in a filter, or a manufacturer's bad quality batch, can significantly reduce performance and endanger an entire building's population. Thirdly, installation quality is of critical importance, and leaks or poorly fitting frames can destroy the integrity of the filtration system. Finally, the installation of HEPA filtration in the plenums of major building HVAC systems has a significant impact both on airflow throughput and energy consumption. Additional costs to consider are the replacement and disposal of the filters. Handling is especially important if there are suspected pathogens in the fibers of the filters.

Another well-known filtration technology is based on electrostatic precipitation. Electrostatic filters precipitate particles out of the air by passing contaminated air through a highly charged field (ionizer). Particles are charged and then captured on electrode plates with the opposite charge (collector). Three key factors make this a good home technology but less effective in large buildings: 1) electrostatic systems need to slow the air flow substantially to allow all particles to be charged—an issue which is possible with exhaust pollutants but may be impossible to achieve in big HVAC systems; 2) these filters require large amounts of energy per volume of air decontaminated; and 3) a by-product of the process, ozone is itself a dangerous pollutant with significant risks. Ozone will be produced in large quantities in any industrial electrostatic application. Recently, bacteria and fungi removal has been tested in smaller ozone free electrostatic precipitators. For the precipitators tested, the maximum removal efficiency was 81%. Smaller size microorganisms were more difficult to remove, making the use of this technology more tentative for virus removal.

Illustration of HEPA filter showing dirt particles suspended in air passing through a filter, ionizer, collector, and filter in order to result in purified air.

Figure 3. An electrostatic precipitator contains two components, an ionizer and a collector. The ionizer gives a positive charge to dirt particles in the incoming airstream, which then adhere to a negatively charged collector. The resultant outgoing air is cleaned and purified. Source: Precision Graphics

B. Ultraviolet Irradiation

The ability of UV radiation—a portion of the electromagnetic spectrum from 100nm-400nm—to inactivate biological pathogens has long been known. UV radiation works by damaging the DNA and other cell components of a microorganism to the point that the cell cannot replicate. Cells that have been exposed to UV may still be viable, they just cannot replicate, and therefore they are not infectious. In 1903, one of the first Nobel Prizes in Medicine was awarded to a doctor from Denmark, Niels Ryberg Finsen, for recognizing and using the UV bactericidal effect of the sun in treating infectious skin disease. In the 1930s, Westinghouse developed UV bulbs, and since then a great deal of experimental work has been done to prove their germicidal efficacy. Ultra Violet Germicidal Irradiation or UVGI generally refers to UV wavelength of 254.7 nm. The wavelength is near optimal for damaging nucleic acid (DNA, RNA). UV irradiation by itself does not clean air. The microorganisms are still there, and in the case of some microorganisms, may still contain the ability to cause noninfectious (e.g. allergenic) disease. While there is potential for UV to destroy allergenic sites on the surface of a bioaerosol, this ability has not been documented or quantified.

Bar graph showing fungi's levels (UV dose (µW-s) to 99% inactivation) at the 160,000 level. Bacteria spores's, bacteria vegetative's, and virus' levels (UV dose (µW-s) to 99% inactivation) are less than 20,000.

Figure. 4. UV germicidal dose required to inactivate 99% of microorganisms at 50% relative humidity in air. Dose value is for known UV-resistant species of each organism type. Aspergillis versicolor1 is used for fungi, B. subtilis spores2 for bacterial spores, B. subtilis3 for vegetative bacteria, and Adenovirus4, 5 for viruses.

UV irradiation is commonly used in the disinfection of drinking water. Although to a lesser extent, UV has also been used in the disinfection of air, mostly in health care settings. Anecdotal health information as well as laboratory research suggests it is an effective technology for inactivating airborne viruses, bacteria and their spores. However, there is a significant difference between addressing disease-causing organisms in a laboratory setting, and ensuring that deadly biological warfare pathogens are completely removed from an airstream. Installation, construction, and design of UV systems must be of paramount importance, and a focus of air decontamination must now include securing air streams in ducts and HVAC systems from outside infiltration. Since the threat of this kind of terrorism has only recently been realized, independent scientific investigators have begun to do fundamental research into the biological decontamination of airstreams to update this science. In November 2002, a major research study funded in part by the U.S. Department of Energy titled "Defining the Effectiveness of UV Lamps Installed in Circulating Air Ductwork attempted to determine the effectiveness of UV germicidal radiation in inactivating bacteria and spores in a "typical" HVAC duct environment. The results are encouraging. The inactivation effectiveness can be very high (greater than 90%) for bacteria, although efficacy is less so for more resistant bacterial and fungal spores. Viruses were not tested in the study but research in the author's laboratory indicates that a highly UV-resistant virus (bacteriophage MS2) is less resistant to UV radiation (in air) than bacterial Bacillus Subtilis spores (regarded as the most resistant bacteria to UV radiation). Inactivation rates used for the design of UVGI systems should be determined from experiments where the microorganism has been aerosolized. Rates derived from agents suspended in water or irradiated on agar plates generally underestimate the airborne inactivation rate. In many cases, this may provide a desirable factor of safety. In other cases, it may lead to the expensive over-engineering of a system or unwarranted increases in operational costs. Laboratory research has also determined that air temperature, relative humidity, flow rate, lamp design, and ballast engineering have significant impacts on the effectiveness of these systems. Furthermore, the location of the decontamination UV array is of crucial importance because of the potential for air eddies and corners of ducting to allow some of the flow to pass through untreated. HVAC systems designers and control contractors will have to factor these components into their plans, and base decontamination systems designs on tested parameters in order to ensure maximum effectiveness. Because of the constant airflow in modern ventilation systems, making this work in an HVAC system requires coordination between dampers (in order to slow the passage of the air enough to allow all particles to receive a sanitizing ray of UV light) and the UV light itself. While this kind of attention to detail might not be necessary in installations primarily concerned with improving the day-to-day healthiness of air, in order to control the spread of a deadly bio-terrorist pathogen (such as anthrax or smallpox) the design of a UVGI system is of critical importance.

The effectiveness of UV light as a germicidal agent has resulted in two other techniques for decontamination. Pulsed UV (PUV) involves pulsing UV lamps at high power at regular intervals. This technology is being increasingly applied for air and surface sterilization and decontamination due to the powerful use of advanced UV light lamps and efficient energy consumption. This is a procedure, which appears to have certain advantages of very high inactivation rates for most known microorganisms. PUV is also effective on very hazardous and "hard-to-break" toxic organic compounds and odors from water, air, or surfaces without producing ozone at a very high speed. These systems use mercury-free flash lamps that emit pulses at such high energy that the cells are actually physically destroyed. To have this mechanism work, the rate of the energy deposition into a microorganism (the fluency rate) must be higher than its rate of cooling to a surrounding media. In this case, a microorganism undergoes momentous overheating and disintegration. It is shown that only the Pulsed UV light of a broad spectra can effectively do this work while Pulsed White Light (PWL) plays no role. Because of this disintegration action on a microorganism, this pulsed UV sterilization method is named as the Pulsed UV Disintegration (PUVD). Advantages and limitations of this method are compared with those of other established sterilization methods. Pulsed UV can sterilize and disinfect by producing greater than 6 log kills of microorganisms spores and organic compounds.

Four examples of Aspergillus Niger spores untreated and treated with Pulsed UV
Two examples of untreated and treated Bacillus Subtilis spores

Figure 5A. Untreated spores of A. Niger. Figure 5B. Spores of Aspergillus Niger treated to two pulses at 33 kw/cm². Note craters around spores formed by sinking of heated spores into the PET substrate.1 Figure 5C. A single spore treated to two pulses of 33 kW/cm². Note how the spore top was ruptured by an escape of the overheated content of the spore. Note also the crater around the spore. Figure 5D. A single spore treated to 5 pulses of 5 kw/cm² each, open lamp.2 Photos courtesy of Dr. Alex Wekhof

Figure 6. (6A) Untreated and (6B) treated Bacillus Subtilis spores. Note the deformation of the spore and the absence of any cratering around the spore.1, 2 Photos courtesy of Dr. Alex Wekhof

Another technique that has been suggested in building design is to use the natural UV component of sunlight to treat air. This process is called passive solar decontamination. In this scenario, buildings would be constructed with UV transparent walled air passages that surround the outside of the structure. Filtered air would rise through many stories and receive lethal UV (solar) doses of natural sunlight as it passed up the columns. After being decontaminated by sunlight, it would enter the building's HVAC system and be cooled (or heated) and distributed throughout the building. This is an intriguing possibility, however, because ozone in the earth's atmosphere filters out the most effective germicidal portion of solar radiation, inactivation rates from sunlight are quite slow (even in Arizona). In the case of spores, sunlight is not an effective disinfectant. Indeed, spores have evolved to withstand harsh environments and contain tremendous DNA repair capabilities.

The EPA has issued several warnings concerning UVGI companies that make unsubstantiated claims as to the effectiveness of their technology. For example, be careful of reports by sterilization and decontamination companies making claims such as "the simultaneous emission of ultrasound or ultrasonic waves and ultraviolet light complement each other and can effectively sterilize either organic or inorganic items in a non-liquid environment." No white paper or peer reviews have ever been published confirming these claims. The public is advised to use proven methods of controlling indoor air pollution.

C. New/Experimental Technologies

A number of other technologies, new or at a more experimental stage, may be useful for decontaminating air in buildings.

One process is called ozonation. Ozone is piped into an air chamber where it is thoroughly mixed with air. Ozone reacts with organic particles and pathogens, oxidizing microorganisms and other chemical toxins. While there may be applications in decontaminating a room, this technology is not applicable to flow in a ventilation system. Additionally, ozone generation is energy intensive. Removing the ozone from the airstream is complex, and involves the use of synthetic catalytic compounds that lose effectiveness over time as they are saturated with the gas molecules. While there have been successful water sterilization systems developed using ozone, the process has yet to be tested on airborne pathogens. The EPA lists ozone as a priority air pollutant and warns that levels of ozone required to inactivate airborne microorganisms would be in excess of the current ozone standards. The EPA publication, Ozone Generators that are Sold as Air Cleaners: An Assessment of Effectiveness and Health Consequences, states: "Available scientific evidence shows that at concentrations that do not exceed public health standards, ozone has little potential to remove indoor air contaminants. If used at concentrations that do not exceed public health standards, ozone applied to indoor air does not effectively remove viruses, bacteria, mold, or other biological pollutants."

Another decontamination technique related to filtration is air purging. This is the process of flooding a building with clean outside air in order to expunge and dilute contaminated air. This can be an effective procedure in the aftermath of a biological attack, but requires vacating the building; opening all windows, doors, and access ways; and then forcing massive quantities of outside air into the facility. This can be an effective post-incident response, but does nothing to secure a facility during an attack, or on a day-to-day basis.

Photocatalytic oxidation is another sterilization technology and is based on the production of several highly reactive short-lived chemical compounds—oxygen-based radicals and ions—that are effective in microorganism disinfection and neutralizing volatile organic compounds (VOCs) or other chemical aerosols. These reactive compounds are produced by applying short wavelength light (sunlight works well) to titanium dioxide (TiO2) coatings. Oxidant coatings can be put in paints on walls or used to coat HEPA filters. The effectiveness of photocatalytic oxidation has been well documented in publish research. Usually the microorganism is completely destroyed. While power consumption is low, high enough efficiency for fail-safe bio-terror applications has not been demonstrated. It is possible that photocatalytic oxidation may have a place in decontamination systems of the future.

Another chemical filtration technology that has been proposed is the use of activated carbon (AC) filters. Carbon adsorption operates by virtue of the large surface area of activated carbon and the tendency for these surfaces to trap and hold onto large organic molecules. A grain of activated carbon has a tremendous amount of surface area. Activated charcoal is charcoal that has been treated with oxygen to open up millions of tiny pores between the carbon atoms. Advances in manufacturing techniques have resulted in highly porous charcoals that have surface areas of 300-2,000 square meters per gram. Activated charcoal is good at trapping other carbon-based impurities ("organic" chemicals), as well as things like chlorine. Many other chemicals are not attracted to carbon at all—sodium, nitrates, etc.—so they pass right through. This means that an activated charcoal filter will remove certain impurities while ignoring others. It also means that, once all of the bonding sites are filled, an activated charcoal filter stops working. At that point you must replace the filter. AC filters can be a breeding ground for microorganisms. While carbon adsorption is a common technology in VOC removal from airstreams its effectiveness in removing biological pathogens in a ventilation application is not known.

Application

It is hard to imagine a location where healthier, cleaner, safer air would not be desirable. While biological terrorism may be an isolated occurrence, protecting airflows in buildings, while greatly improving the health of the occupants from things as simple as the rhinoviruses that cause colds, makes a great deal of sense. The return on investment from upgrading air handling systems far outweighs the costs. At a minimum, modified or newly constructed buildings should be equipped with some type of efficient, low pressure drop filtration system. Secure rooms, safe havens, and highly vulnerable areas like mail rooms and lobbies, should be fitted with second and third stage decontamination systems. At present it appears that UVGI technology when used in conjunction with filtration is an effective option for building managers to consider for cost effectively offering a level of protection from airborne microorganisms within the building envelope and interior systems. When proper measures are chosen for buildings, and integrated into the design process, the result/performance of any upgrade is dependent on the installation, operation, and continuing maintenance. The DoD has established "DoD Minimum Anti-Terrorism Standards for Buildings" that require the limitation of airborne contamination within its buildings. Air decontamination creates a safe and healthy environment for its occupants and has real economic impact because of its dual use from a security and environmental perspective. When designing buildings, value engineering many times compromises health and security risks. Current opinion is that guidelines and standards will be published that will include air decontamination system upgrades or modifications rather than new requirements to the building codes.

The Worldwide web is an important source of further information on this topic. Web information provided by government agencies and professional societies is the most reliable and is usually based on peer reviewed research. Technical peer reviewed research journals are also reliable sources, and focus more on the fundamental science behind each technology. Use caution with data presented on websites that are not substantiated by peer review literature or results from well-documented experiments.

Relevant Codes and Standards

ASHRAE

Department of Defense

Department of Homeland Security

Federal Emergency Management Agency (FEMA)

GSA

Other Standards

Additional Resources

Organizations

Publications

Figure 4 Footnotes

1 [Douglas VanOsdell and Karin Foarde (2002). Defining the effectiveness of UV lamps installed in the circulation air ductwork. Air Conditioning and Refrigeration Technology Institute. Report # ARTI-21CR/610-40030-01.]

2 [Peccia, J. and M. Hernandez. (2001). Photoreactivation of airborne Mycobacterium Parafortuitum. Applied and Environmental Microbiology. 67: 4225-4232.]

3 [Peccia, J., H. Werth, Miller, S. L and M. Hernandez. (2001). Effects of relative humidity on the ultraviolet inactivation of airborne bacteria. Journal of Aerosol Science and Technology, 35: 728-740.]

4 [Jensen, M.M. (1964). Inactivation of airborne viruses by ultraviolet irradiation. Applied Microbiology, 12: 418-421.]

5 [Kowalsiki, W.J., Bahnfleth, WP. (2001). UVGI design basics for air and surface disinfection. IUVA News, 3:4-7.]

Figures 5 and 6 Footnotes

1 [Wekhof, A., J. Trompeter, O. Franken, (2001). "Pulsed UVB Disintegration (PUVBD): A New Sterilization Mechanism for Broad Medical-Hospital and Packaging Applications."  Proceedings of the First International Congress on Ultraviolet Technologies, June 15-17, 2001. Washington DC, USA.]

2 [SteriBeam Systems GmbH, Phone: (916) 984-6551.]

Air Force Civil Engineer Severe Weather/Climate Hazard Screening and Risk Assessment Playbook, Version 2

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The Severe Weather/Climate Hazard Screening and Risk Assessment Playbook provides a consistent and systematic framework to screen and assess severe weather and climate hazards and address their associated current/future risks at DAF installations. The playbook establishes a minimum list of severe weather and climate phenomenon to be screened. It provides methods to determine whether an installation is exposed - or susceptible to - these severe weather and climate hazards and to assess their impact and relative risk.

Air Force Fire Station Design Guide

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This design guide provides the basic criteria to evaluate, plan, program. and design standardized Air Force fire station facilities for the United States Air Force. This information is intended to make wing commanders, base civil engineers, fire chiefs, and designers aware of the unique functional design requirements for the facilities, and to provide a basis for developing main and satellite fire station projects.

Air Force Installation Force Protection Guide

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The purpose of this document is to provide general guidance on force protection issues for the planning, design, and construction of Air Force installations and facilities to reduce the vulnerability of Air Force personnel to terrorist attacks. It is intended to raise the level of awareness among commanders, planners, designers, engineers, security personnel, and facility users to the issues of force protection that must be considered to minimize loss of personnel and property by planning for force protection and implementing physical security measures as the threat increases.

Force protection refers to measures designed to protect personnel, facilities, and equipment that support national defense missions. This document contains guidelines intended to be applied when and if installation or higher headquarters commanders determine the need exists. These measures are aimed at minimizing loss of life and other critical assets. Implementation of force protection should be based on the assessment of the threat (considering that the threat may be transitory and/or changeable), resources available, and command decisions.

Air Force Munitions Facilities Standards Guide, Volume 1

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This guide addresses criteria and standards for planning and programming 21 of the most common non-nuclear munitions facilities on United States Air Force (USAF) installations both within the continental United States (CONUS) and at overseas locations (OCONUS). They include active duty Air Force, Air National Guard (ANG), and Air Force Reserve Command (AFRC) facilities. This guide is not all-inclusive and may not cover unique mission or facility requirements. It lists criteria and standards for munitions facility planning and programming that are addressed by civil engineering (CE), weapons safety, munitions, security forces, communications and others involved in the review. The criteria also apply to the repair, renovation, and expansion of Air Force munitions facilities that require significant improvements to meet safety, security, and operational mission requirements.

Air Force Munitions Facilities Standards Guide, Volume 2

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This volume of the Munitions Guide provides a facility assessment checklist for each of the 21 Civil Engineer Real Property Category Codes (Cat Codes) identified in Volume I of this guide.

The facility assessment checklists serve multiple purposes. The checklists can be used to evaluate the condition of existing facilities and compare them against the standards contained in this document. These checklists may also be used to assist in the planning process for new construction. On the checklists, additional space is provided after each component to add items/features that may be unique to a local facility. Potential users of the assessment checklists include munitions, civil engineering, safety, and security forces agencies. The checklists are easily downloaded and provide

Air Force Office of Special Investigations Facilities Design Guide (AMC)

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This guide provides the basic criteria to organize, evaluate, plan, program, and design investigative facilities on AMC bases. The information is intended to make commanders and their staffs aware of important design considerations and to aid them in project development. Investigative facilities must present a quality environment that conveys an atmosphere of professionalism in which customers feel comfortable while receiving quality assistance.

Air Force Sustainable Design and Development (SDD)

The goal of the Sustainable Design and Development (SDD) program is to reduce the resources our buildings consume, reduce the waste our buildings generate, and maximize the benefits our buildings provide by siting, designing, constructing, maintaining, operating, re-using, and demolishing Air Force facilities in a sustainable manner.

Air Force Water Conservation Guidebook

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This water conservation guide was developed under the auspices of HQ Air Force Civil Engineer Support Agency (HQ AFCESA). It is intended to assist base-level personnel in complying with Executive Order 13123 requirements for federal facilities to reduce potable water usage through the implementation of life cycle, cost effective water efficiency programs. These programs require each installation to:

  • Develop an installation-specific water management plan; and
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Air National Guard Handbook 32-1084 Facility Space Standards

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This Handbook establishes Air National Guard (ANG) facility space standards in support of specific mission requirements. The document provides a basis for programming and allocating space for facilities and infrastructure. Also, the document references applicable compliance and technical guidance documents.

The information serves as a tool in managing real property inventory and optimizing space based on functional need. This Handbook does not address every possible mission or function; however, it does provide instructions on how to request new or revised space requirements in support of assigned or changing missions. Real Property managers must consult with NGB/A7AR for guidance when assigning CATCODEs that are not facility space related.

Air National Guard Mission Grouped Aircraft Hangar Sizes

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Air National Guard Mission Grouped Hangar Sizes outlines three hangar sizes to align with the REGAF CATCODE guidance for a large, medium, and small maintenance dock to replace CATCODE 211-111. This document will serve as a tool to program new facilities, modify existing spaces, and manage hangar space for personnel engaged in planning, programming, designing, certifying, and approving ANG hangars.

For use with ANG Handbook 32-1084

? Active: Document is current, regularly maintained by the responsible DWG through formal revisions and changes, and must be used in accordance with its applicability paragraphs.

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UFGS 08 87 23.13 Safety Films    ZIP| ZIP CCR  
UFGS 08 88 53 Detention and Security Glazing    ZIP| ZIP CCR  
UFGS 08 88 58 Air Traffic Control Tower Cab Glass    ZIP| ZIP CCR  
UFGS 08 91 00 Metal [Wall] [and] [Door] Louvers    ZIP| ZIP CCR  
DIVISION 09 - FINISHES   ZIP   ZIP
UFGS 09 01 90.50 Preparation of Historic Wood and Metal Surfaces for Painting    ZIP| ZIP CCR  
UFGS 09 06 00 Schedules for Finishes    ZIP| ZIP CCR  
UFGS 09 22 00 Supports for Plaster and Gypsum Board    ZIP| ZIP CCR  
UFGS 09 22 36 Lath    ZIP| ZIP CCR  
UFGS 09 23 00 Gypsum Plastering    ZIP| ZIP CCR  
UFGS 09 23 82 Fireproof Gypsum Plastering    ZIP| ZIP CCR  
UFGS 09 24 23 Cement Stucco    ZIP| ZIP CCR  
UFGS 09 26 00 Veneer Plaster    ZIP| ZIP CCR  
UFGS 09 29 00 Gypsum Board    ZIP| ZIP CCR  
UFGS 09 30 10 Ceramic, Quarry, and Glass Tiling    ZIP| ZIP CCR  
UFGS 09 35 16 Chemical-Resistant Quarry Tiling    ZIP| ZIP CCR  
UFGS 09 51 00 Acoustical Ceilings    ZIP| ZIP CCR  
UFGS 09 62 38 Static-Control Flooring    ZIP| ZIP CCR  
UFGS 09 64 00 Portable (Demountable) Wood Flooring    ZIP| ZIP CCR  
UFGS 09 64 23 Wood Parquet Flooring    ZIP| ZIP CCR  
UFGS 09 64 29 Wood Strip and Plank Flooring    ZIP| ZIP CCR  
UFGS 09 64 66 Wood Athletic Flooring    ZIP| ZIP CCR  
UFGS 09 65 00 Resilient Flooring    ZIP| ZIP CCR  
UFGS 09 65 66 Resilient Athletic Flooring    ZIP| ZIP CCR  
UFGS 09 66 13 Portland Cement Terrazzo Flooring    ZIP| ZIP CCR  
UFGS 09 66 16 Terrazzo Floor Tile    ZIP| ZIP CCR  
UFGS 09 66 23 Resinous Matrix Terrazzo Flooring    ZIP| ZIP CCR  
UFGS 09 67 23.13 Standard Resinous Flooring    ZIP| ZIP CCR  
UFGS 09 67 23.14 Chemical Resistant Resinous Flooring    ZIP| ZIP CCR  
UFGS 09 67 23.15 Fuel Resistive Resinous Flooring, 3-Coat System    ZIP| ZIP CCR  
UFGS 09 67 23.16 Fuel Resistive Resinous Flooring, 5-Coat System    ZIP| ZIP CCR  
UFGS 09 68 00 Carpeting    ZIP| ZIP CCR  
UFGS 09 69 13 Rigid Grid Access Flooring    ZIP| ZIP CCR  
UFGS 09 69 19 Stringerless Access Flooring    ZIP| ZIP CCR  
UFGS 09 72 00 Wallcoverings    ZIP| ZIP CCR  
UFGS 09 84 20 Acoustical Wall Panels    ZIP| ZIP CCR  
UFGS 09 90 00 Paints and Coatings    ZIP| ZIP CCR  
UFGS 09 96 00 High-Performance Coatings    ZIP| ZIP CCR  
UFGS 09 96 59 High-Build Glaze Coatings    ZIP| ZIP CCR  
UFGS 09 97 02 Painting: Hydraulic Structures    ZIP| ZIP CCR  
UFGS 09 97 10.00 10 Metallic Coatings for Hydraulic Structures    ZIP| ZIP CCR  
UFGS 09 97 13.16 Interior Coating of Welded Steel Water Tanks    ZIP| ZIP CCR  
UFGS 09 97 13.17 Three Coat Epoxy Interior Coating of Welded Steel Petroleum Fuel Tanks    ZIP| ZIP CCR  
UFGS 09 97 13.25 Maintenance, Repair, and Coating of Tall Antenna Towers    ZIP| ZIP CCR  
UFGS 09 97 13.27 High Performance Coating for Steel Structures    ZIP| ZIP CCR  
UFGS 09 97 13.28 Protection of Buried Steel Piping and Steel Bulkhead Tie Rods    ZIP| ZIP CCR  
UFGS 09 97 23 Metallic Type Conductive/Spark Resistant Concrete Floor Finish    ZIP| ZIP CCR  
UFGS 09 97 23.16 Linseed Oil Protection of Concrete Surfaces    ZIP| ZIP CCR  
UFGS 09 97 23.17 Corrosion Inhibitor Coating of Concrete Structures    ZIP| ZIP CCR  
DIVISION 10 - SPECIALTIES   ZIP   ZIP
UFGS 10 11 00 Visual Display Units    ZIP| ZIP CCR  
UFGS 10 14 00.10 Exterior Signage    ZIP| ZIP CCR  
UFGS 10 14 00.20 Interior Signage    ZIP| ZIP CCR  
UFGS 10 14 53 Traffic Signage    ZIP| ZIP CCR  
UFGS 10 21 13 Toilet Compartments    ZIP| ZIP CCR  
UFGS 10 21 23.16 Cubicle Track and Hardware    ZIP| ZIP CCR  
UFGS 10 22 13 Wire Mesh Partitions    ZIP| ZIP CCR  
UFGS 10 22 19 Demountable and Moveable Partitions    ZIP| ZIP CCR  
UFGS 10 22 26.13 Accordion Folding Partitions    ZIP| ZIP CCR  
UFGS 10 22 26.23 Coiling Partitions    ZIP| ZIP CCR  
UFGS 10 22 39 Folding Panel Partitions    ZIP| ZIP CCR  
UFGS 10 22 43 Sliding Partitions    ZIP| ZIP CCR  
UFGS 10 26 00 Wall and Door Protection    ZIP| ZIP CCR  
UFGS 10 28 13 Toilet Accessories    ZIP| ZIP CCR  
UFGS 10 44 16 Fire Extinguishers    ZIP| ZIP CCR  
UFGS 10 51 13 Lockers    ZIP| ZIP CCR  
UFGS 10 56 13 Steel Shelving    ZIP| ZIP CCR  
DIVISION 11 - EQUIPMENT   ZIP   ZIP
UFGS 11 05 40 Common Work Results for Foodservice Equipment    ZIP| ZIP CCR  
UFGS 11 06 40.13 Foodservice Equipment Schedule    ZIP| ZIP CCR  
UFGS 11 13 19.13 Loading Dock Levelers    ZIP| ZIP CCR  
UFGS 11 31 13 Electric Kitchen Equipment    ZIP| ZIP CCR  
UFGS 11 41 11 Refrigerated and Frozen Food Storage Equipment    ZIP| ZIP CCR  
UFGS 11 42 00 Food Preparation Equipment    ZIP| ZIP CCR  
UFGS 11 44 00 Food Cooking Equipment    ZIP| ZIP CCR  
UFGS 11 46 00 Food Dispensing Equipment    ZIP| ZIP CCR  
UFGS 11 47 00 Ice Machines    ZIP| ZIP CCR  
UFGS 11 48 00 Cleaning and Disposal Equipment    ZIP| ZIP CCR  
UFGS 11 53 00 Laboratory Equipment and Fumehoods    ZIP| ZIP CCR  
UFGS 11 68 13 Playground Equipment    ZIP| ZIP CCR  
UFGS 11 70 00 General Requirements for Medical and Dental Equipment    ZIP| ZIP CCR  
UFGS 11 71 00 Sterilizers and Associated Equipment    ZIP| ZIP CCR  
UFGS 11 72 13 Medical Equipment, Miscellaneous    ZIP| ZIP CCR  
UFGS 11 74 00 Dental Equipment    ZIP| ZIP CCR  
UFGS 11 82 19 Packaged Incinerators    ZIP| ZIP CCR