Tag Archives: historical preservation

A Practical Guide to Preservation Terminology

Lovejoy Pavillion 001

There are some instances when the English language enjoys sparking debate, confusion, and often apathy, look no further than the “10 items or less” vs. “10 items or fewer” conversation around the grocery check-out aisle. In the preservation field, we have our own niche conversation – the difference between the terms: preservation, rehabilitation, restoration, and reconstruction. Like with grocery store grammar, these four preservation terms hold undoubtedly different definitions and should be used correctly, but even when used incorrectly, we all still understand what you mean.

Let’s take a second a clarify what these four words do mean. As a preservationist, I turn to the source for these terms, the United States Department of the Interior.

Preservation is defined as the act or process of applying measures necessary to sustain the existing form, integrity, and materials of an historic property. Preservation, keeping a building at a particular moment in time.

Rehabilitation is defined as the act or process of making possible a compatible use for a property through repair, alterations, and additions while preserving those portions or features which convey its historical, cultural, or architectural values.

Restoration is defined as the act or process of accurately depicting the form, features, and character of a property as it appeared at a particular period of time by means of the removal of features from other periods in its history and reconstruction of missing features from the restoration period. Restoration, pin points a time in the building’s history and is accurate to only that time.

Reconstruction is defined as the act or process of depicting, by means of new construction, the form, features, and detailing of a non-surviving site, landscape, building, structure, or object for the purpose of replicating its appearance at a specific period of time and in its historic location. Reconstruction, recreates missing parts of a property through interpretation with plenty of research to back-up the choices.
Mercy Corps North Facade (Viewing Southeast)
PRACTICAL APPLICATION
I’ve found that the most common error is using preservation or restoration when the person almost always means rehabilitation. For me, much of my work focuses on rehabilitation, especially when a project seeks funding through local, state, or federal incentives like Historic Tax Credits. Aside from the definitions above, the most defining difference between preservation, restoration, and rehabilitation comes down to creative license.

When it comes to creativity and executing an artistic or architectural vision, rehabilitation is essentially synonymous with adaptive-reuse or repositioning. Rehabilitation, retains character but acknowledges a need for alterations in order to keep the property in use. When a building that was historically a school but is converted into a hotel or an office building becomes apartments, that’s rehabilitation. Even improving an existing use can be a rehabilitation project.

In the end, I like to associate each of these terms with what they will mean for their respective scope of work on a project. As mentioned, rehabilitation means a creative process that balances the historic character with modern needs. Preservation is essentially thoughtful maintenance so that the existing resource does not get wholly improved, but also is prevented from falling apart. Restoration and reconstruction are the most technically and scientifically involved requiring sufficient historic research and materials knowledge to justify the choices of retaining or rebuilding a resource. Unfortunately I don’t know of any mnemonic devise or other short cut to help clarify these four words, but hopefully a better understanding of their meaning will lead to fewer instances of their misuse.



Written by Tricia Forsi, Preservation Planner

Building Insulation and Historic Masonry Structures at APTNT2020

The proper application of building insulation for historic masonry structures is a hot topic in the world of heritage conservation. Owners of historic residential, commercial and institutional masonry buildings have the unique challenge of how to maintain these structures with the latest building technologies without compromising any historic character.

As a topic we routinely discuss solutions for with our clients, we are excited to share Daniel S. Castele, Architectural Conservator & Designer, Peter Meijer Architect, PC, will be presenting at HINDSIGHT 2020 on: Insulating the interior face of historic masonry building envelopes in cold climates: a review of prescribed techniques and pitfalls.
pmapdx-apt2020
The Association for Preservation Technology & the National Trust for Canada have partnered to present, HINDSIGHT 2020 (October 1-7, 2020), a fully virtual conference, that will explore the role of heritage conservation in the 21st century. Leaders within the architectural, engineering, construction, preservation, conservation, policy, and design communities, will present on the intersection of heritage conservation and technical, design, policy and community issues.

DAN’S PRESENTATION AT A GLANCE
The need to insulate walls of historic buildings to meet ambitious energy performance targets has been a rising concern in the preservation community. Due to preservation code and accepted best practices, it is not viable to add insulation to the exterior of an existing historic building. In response to this a common approach is to insulate the interior face. While this method of wall insulation can significantly reduce heat loss and improve thermal comfort in cold climates, it also raises concerns about damage to historic fabric. This study examines the current guidance available to project teams. Publications from North America and Europe have been systematically reviewed for guidance on retrofit techniques and evaluation methods. The study reveals a wide range of both prescriptive and performance-based recommendations.

This presentation will explain the progressive research behind a comprehensive and in-depth study of guidelines and professional practices related to internal wall insulation retrofits in historic buildings of North America. The study is part of larger ongoing research into net zero historic buildings. For which, the presenters single-handedly collect and review guidelines for trends, similarities, and differences. The presentation will be based both on research gathered from other professionals and first-hand experience and research conducted by the presenters themselves.

KEY LEARNING OBJECTIVES
Explain the issues, risks, and benefits associated with insulating the interior envelope of mass masonry walls of historic structures; Discuss insulation approaches for masonry envelopes offered in existing guidance from the preservation community and government whitepapers; Discuss commonly used wall insulation details in practice in Canada, USA, & Europe; Compare performance-based approaches and prescriptive recommendations.

To learn more about the conference and to register, please visit: HINDSIGHT 2020.

5 Questions with PMA’s Research & Sustainability Intern, Julia Kramer

pmapdx-intern-julia-kramer
This summer Julia Kramer had the opportunity to participate in a paid internship at PMA. It has been a delight to have Julia working with all levels of staff at PMA to assist with our sustainability initiatives for historic properties. In addition to working as an intern, Julia is a graduate teaching assistant at Portland State University. She is currently in her third and final year of completing her Master of Architecture Degree & Graduate Certificate in Urban Design at Portland State University. Julia is a member of the Society of Architectural Historians, the Architecture Lobby, Portland Chapter, and Women Also Know History.

Describe the focus of your internship at PMA. What aspects of your internship opportunity have you enjoyed most?
The focus of this internship is spread out into several initiatives PMA is making towards sustainability. I am working on collecting resources for an upcoming presentation, making connections in the local community for opportunities to recycle demolition waste, finding innovative processes to recycle or reuse of demolition waste, and looking at innovative strategies in creating and monitoring efficient building envelopes in historic buildings. Overall, the aspect of this internship I am enjoying the most is learning how historic preservation plays a crucial part in the design of sustainable buildings and cities, and all of the fascinating technologies that contribute to the actualization of those spaces.

Has your internship changed your perspective on historic preservation, or working with existing resources?
Absolutely! Throughout my architectural education, I have found myself consistently interested in architectural history. It wasn’t until recently that I understood what I am truly passionate about is Historic Preservation. I have found that my work as a creative person, an activist, and community member can be best expressed through working in Historic Preservation. This work allows me to use my knowledge and passion of architecture, art, and history, to actively support communities and cultures, seek sustainable solutions that work with the already built environment, and overall offers creative challenges that continually spark my curiosity.

How will your internship experience influence your studies when you return to school?
As a student in my third and final year at PSU I will begin my thesis project in the Fall and am considering a few topics, all related to historic preservation. Through this internship I have gained invaluable tools including new knowledge, resources, mentors and connections with real leaders in this field.

Do you have a favorite aspect about architecture or historic preservation?
My favorite aspect of architecture and historic preservation is that I have the privilege of doing work I truly believe in. As an architectural designer with a passion for historic preservation I seek to be a collaborative member in the design, redesign, and celebration of cities and their citizens. I believe to do so, it is important to recognize the memory and heritage of each space, and seek to preserve, teach, and tell the histories and narratives of those spaces.

Do you have any tips for working remotely for a new firm during these pandemic/quarantine times?
Working for a new firm during these pandemic/quarantine times has gone really well. I believe it has a lot to do with the small firm culture that exists at PMA. I have felt like a recognized member of the firm, am asked how I am and what I am up to every morning during our zoom meeting, and have been reached out to by all members of the firm at some point. Even taking our lunch breaks together over zoom sometimes. I think the effort put into those small aspects have made a great impact in creating a sense of firm community.

Understanding the Veracity of In-Situ Data Acquisition on Historic Buildings

Many historic preservation, restoration, renovation, and/or adaptive reuse projects require the analysis of existing building materials. This could be to meet demands for repair treatments, ensure energy performance targets, or research the history and authenticity of a building or site (amongst many others). Projects often call for advanced analytic techniques such as infrared thermography, RILEM tube water absorption, acid-dissolution of mortar, petrography, x-ray diffraction, and a plethora of other scientific tests to ensure a proper understanding of the chemical and physical properties of the existing building materials. These tests are often costly and time-consuming. For these reasons, many projects rely on results from a single test, or a small handful of tests. This begs the question, are the results from a few analytical or forensic tests representative of the entire building (either in its performance or historical characteristics)?
QAHSC-south-wall-pmapdx
HISTORIC BUILDING MATERIAL PROPERTIES
Historic buildings present unique challenges. Unlike modern construction, historic buildings were built in a time without the same levels of standardization and mass-production that we see today. Home Depot was not a thing yet, and in its place, contractors were reliant on local hardware stores or local/regional distribution sources for building materials. In many cases, they made their own! As a result, when analyzing historic buildings today, the material properties are generally unknown and undocumented.

TIME AND THE ELEMENTS
Adding to the unknown is the process of time. Mother nature and the elements are a continuous impact – weathering historic buildings and changing the chemical and physical nature of extant materials. Different parts of a building will also weather at different rates, depending on several variables such as orientation, exposure, occupation, micro-climates, site and neighboring elements, water migration, and so on. There is also a good chance that over the years many repairs have been made, creating a patchwork of different materials. This creates buildings with highly varying characteristics and performance when measured in-situ.





Written by Daniel Castele, Designer and Conservator.

Research Internship Opportunity

pmapdx-research-Internship blog 2_2020From historic to existing built infrastructure, our goal is to strengthen and enhance properties and sites that already exist. We bring together people who share our vision of delivering projects that contribute to and enhance our built environments. We are looking for individuals that share in our joy of working with owners, agencies, and other consultants, in meeting the challenges of re-investing in properties to create long-term success.

POSITION OVERVIEW
Peter Meijer Architect, PC (PMA) is looking for a part-time intern. Qualified candidates will be currently pursuing a graduate degree in either architecture or historic preservation and have experience with architecture, design, intensive research and formal writing. Ideally candidates will have enthusiasm for the proposed tasks and an interest in publishing their findings at the end of their internship.

JOB DUTIES
Develop a research schedule
Complete comprehensive topical research
Synthesize research arguments with supporting evidence
Draft reports and graphic data representations
Present findings to the PMA team at regular intervals

EXPERIENCE
Comfortable working with both qualitative and quantitative data analysis
Ability to write formally and concisely on a variety of topics
Familiar with contemporary research strategies, sources, and standards
Proficient in Microsoft Word; Microsoft Excel; Adobe InDesign; Adobe Illustrator; Adobe Photoshop

TIME & COMPENSATION
~20 hours/week
Flexible schedule (choose which weekdays you want to work)
Fixed amount of hours (part-time)
Hourly Rate: $18/hour for first three months;Initial term: June/July – August/September 2022; Subsequent term: Remaining calendar year

TO APPLY
Please submit a cover letter, resume, and relevant writing samples to info@pmapdx.com
Zip files are not accepted, please keep submissions to 10MB or less.

In-Situ R-Value of Old Buildings

pmapdx-building-exterior
Architects are becoming ever more aware of their impact on the environment. The building sector is estimated to be responsible for 36% of worldwide energy use, and is responsible for 39% of energy-related carbon dioxide emissions.(1) Carbon emissions, embodied carbon, & life cycle assessments are now being studied like never before, and are becoming part of the architect’s daily lexicon. One side of this coin is research into building envelopes, insulation, and thermal resistance of building materials.

While contemporary building materials are produced under standardized, industrial manufacturing processes, and therefore have known thermal profiles; historic buildings are rather unique, with materials of unknown and inhomogeneous thermal characteristics. This presents architects and energy modelers with some uncertainty when making decisions related to insulating historic envelopes. With contradicting claims amongst professionals – some say historic exterior walls are energy hogs, while others purport many historic envelopes performing at or better than previously believed – the question that remains is, how well are historic envelopes resisting lateral heat flow?
In-Situ R-Value Blog
R=I/λ OF OLD BUILDINGS
As part of ongoing research, PMA is taking it upon themselves to study and better understand this phenomenon. The set-up in the image above is a Fluxteq R-value Measurement Kit. It is capable of measuring the r-value of building envelopes in-situ. A thermocouple and surface temperature sensor are affixed to the interior face of the historic concrete envelope, and one surface temperature sensor is mounted to the exterior of the envelope, directly opposite the interior sensor. Our testing will conduct both spot R-value measurements and long duration tests, so we can get an understand how the R-value fluctuates throughout the day and in response to external climate conditions.

This research is supported by PMA’s new initiative towards net zero historic buildings and sustainability.

For inquiries related to this research please contact: danc@pmapdx.com









1. https://www.worldgbc.org/sites/default/files/UNEP%20188_GABC_en%20%28web%29.pdf
Written by Daniel Castele, Designer and Conservator.

We are Hiring!

we-are-hiringAt Peter Meijer Architect, PC (PMA), we integrate Design, Science, and Preservation. Founded in 2003, PMA provides our clients with professional architectural design, building envelope science, and preservation planning services throughout the Pacific Northwest with a core focus on existing and historic buildings.

WE’RE LOOKING FOR THE RIGHT FIT:
Our growing firm is seeking a creative, agile, authentic and collaborative architect designer to join our team. We are a firm of passionate, energetic and highly motivated individuals. We love our clients and their work! We’re a tight knit team and are looking for a candidate who shares our firm values: integrity, leadership, balance, and stewardship.

FIRM CULTURE:
Ours is an open and collaborative culture that values – and really does encourage – ideas from all corners of the office. If you desire leadership opportunities, we are open to hearing about it.

POSITION OVERVIEW:
We are searching for an aspiring Architect with a focus on technical nature of the work.

Ideally this person would be on the way to licensure and understand complex materials and detailing, contract documentation, sustainable building knowledge, and would develop strong liaisons with team members. The successful candidate will be proficient with Revit and AutoCAD software, and show strengths in developing their skills.

OTHER JOB DUTIES INCLUDE:
Ability to prioritize, manage and work on multiple projects and deadlines.

We rely on flexible, passionate and multi-talented personnel with a positive attitude and engaging personality. Candidates with great communication skills and a broad experience base are highly desired.

The ideal candidate must have a post-architectural degree, industry experience, highly motivated, have an interest in being involved in all areas of the architectural profession.

PERSONAL/PROFESSIONAL ATTRIBUTES:
Always seeking opportunities to preserve the world around them
Excellent judgment, initiates problem-solving with ease & optimism
Is highly self-motivated, completion oriented &resourceful

PROFESSIONAL EXPERIENCE:
Proficiency in Revit, Adobe, and MS Office
Experience with industry standards building rating systems

EMPLOYEE BENEFITS:
Competitive pay
Health insurance
Dental insurance
12 weeks paid paternal/maternal leave
401k plan
Paid personal time off (PTO)
Transportation incentive
Continuing education assistance
Professional development opportunities
Flexible work schedules to ensure a healthy work-life balance

TO APPLY:
Please submit a cover letter, resume, and relevant portfolio examples addressing what makes you the perfect candidate. No zip flies, and please limit items to 10MB.
Email materials to: info@pmapdx.com

We are an equal opportunity employer and welcome diversity in the workplace.

Condensation Analysis for Historic Window Replacements

Window alterations for original single pane glass or new insulated glazing units with new interior storm windows, are growing requests from building owners of historic commercial properties. Two items we recommend to consider regarding these types of alterations: the potential for condensation as a result of the alterations, and the required review processes that may be triggered by exterior alterations to the historic building. In addition, installing a mock-up of proposed window alterations provides the opportunity to accurately measure and document existing and proposed conditions, and review the location of sealant joints and proposed glass types in order to accurately simulate the risk of condensation.

CONDENSATION ANALYSIS
Installation of new storm windows typically reduces the potential for condensation at the interior face of the glass as the surface is kept warmer. However, interior storms can lead to condensation within the interstitial space between the existing window and the new storm window. The condensation is a result of the warm humid air inside the building leaking into the colder interstitial space. As air leaks into the interstitial space, it cools and it can condense on the interior surface of the exterior glazing unit. Moisture/condensation within the interstitial space can cause deterioration of the wood surfaces and obscure views to the exterior.

For this type of condensation analysis, PMA uses THERM, a tool for modeling 2-dimensional heat transfer and WINDOW, a tool for calculating window performance to analyze the windows. The purpose is to understand how the addition of storm windows will impact heat transfer and window performance in order to gauge the potential for condensation. The focus of this type of simulation is determining if the temperature of the air within the interstitial space would reach its dewpoint – indicating water would condense. Following the analysis results, PMA provides recommendations for mitigating and minimizing condensation based on the condensation simulations.
condensation-analysis-historic-window-replacement
LIMITATIONS
It should be noted that no single tool exists for modeling all of the variables associated with moisture and heat transfer through windows. Hygrothermal analysis (transfer of heat and moisture), is typically limited to 1-dimensional simulation which is inadequate for the complexities of a window which has wood, air, glass, sealant, etc. The 2-dimensional software that has been verified is not currently capable of simulating the complexities associated with heat transfer/soar heat gain through glass surfaces and air. The software we use for window analysis studies is designed to provide the following information:

U-Values
Solar Heat Gain Coefficient (SHGC)
Condensation Resistance Index
Surface Temperature Map of the Entire Window
2-Dimensional Heat Transfer

Additionally, the potential for condensation is directly related to air temperature and relative humidity. Depending on the use of the commercial building, the interior air temperature and relative humidity are expected to vary greatly. The simulations performed as part of this study cannot account for all of the potential temperature/relative humidity variations that may occur. The results may vary depending on different interior/exterior conditions.
condensation-analysis-historic-window-replacement
MODEL SET UP
For this type of analysis we develop cross-section drawings for the window head, sill, upper jamb, lower jamb, and meeting rail. The sections are developed based on field measurements (note, sometimes we only have access to interior measurements, making exterior ones approximate). The sections are imported into THERM and modeled to simulate heat flow through the window. We then select glazing systems from the extensive glass library. The systems are selected to match the properties of the proposed materials as closely as possible.

Simulations are set up to run according to the National Fenestration Rating Council (NFRC) standards which specify conditions for simulating the interior and exterior environments. The required exterior temperature is at 0 °F and the interior at 70 °F. These temperatures provide information on more severe conditions than Portland, Oregon, however, they can be used to conservatively predict when condensation is possible. Once the cross sections has been modeled and simulated in THERM, the results are imported into WINDOW to calculate the full window performance, including SHGC, Condensation Resistance Index, U-Value, and temperature Map.
condensation-analysis-historic-window-replacement
CONCLUSION
While simulations cannot definitively predict the location and quantity of condensation, the results can be interpreted to predict the probability of condensation occurring. Sometimes our analysis shows the possibility that water will condense within the interstitial space, which happens primarily for the following reasons:

The air temperature within the interstitial space is significantly colder than the room air temperature. Any water within air infiltrating into this space may condense under the right conditions. This is exacerbated by the fact that the room temperature and relative humidity may vary greatly and cannot be strictly controlled.

The simulation for predicting condensation on the interior face of the IGU indicated that condensation was possible when the air within the interstitial space matched the properties of the interior air. Under actual conditions, the air within the interstitial space will likely be cooler and more humid than the interior air. The cooler, wetter air will have an even greater potential for condensation.

Condensation within the interstitial space between an existing and storm window is common and several methods are available to reduce the potential for condensation and mitigate any water within the cavity. For clients we provide recommendations with our analysis of window alterations for original single pane glass.

Written by Halla Hoffer, AIA, Assoc. DBIA

The History of PPS McDaniel (formerly Madison) High School

At the end of January, PMA was invited to give a presentation to students at Portland Public Schools McDaniel (formerly Madison) High School. “The History of Madison High School” turned out to be engaging for many of the students in two back-to-back social studies classes taught by Mr. Jason Miller, and fun for the presenter from PMA (Kristen Minor) as well. PMA is part of the multi-disciplinary team for the PPS McDaniel High School Modernization project.

Below are highlights from the presentation illustrating changes over time in the vicinity of the school, an area that is quite familiar to the students. Old photographs of a place remind us how radically our environment changes, even though it feels (especially to a high school student) that change is s-l-o-w. The presentation also covered basic facts about the school, including its design in the International Style, a subset of Modernism, and what that means in comparison to pre-war “traditional” architectural styles. Madison was constructed in 1957 and designed by the firm of Stanton Bowles Maguire & Church, who also designed Marshall High School in SE Portland a few years later in 1960.
PPS-Madison-HS-PMAPDX-Lecture
PRE-SETTLEMENT HISTORY
Much of East Portland, especially the northerly portions along the Columbia, was Chinook tribal territory. These peoples were decimated by diseases from contacts with European and American exploration, colonialization and fur trappers in the period between the 1780s and the 1850s. Oregon Trail pioneers began to come to the area to settle by the early 1840s. The Donation Land claim act of 1850 divided the western territories into quarter mile grid sections and deeded the land to individuals (up to 320 acres) and couples (up to 640 acres), as long as you would live on and farm the land. That’s why the distribution of land by the federal government is clearly visible in the grid pattern of streets of our western cities, with anomalies like Sandy Boulevard and Foster usually being remnants of older tribal pathways.

TRANSPORTATION
This image shows 82nd Avenue where it crosses Halsey in 1916, when the train tracks crossed the roadway at grade. This location is a little more than half a mile south of the school. In 1916, people were getting around by horse and carriage, streetcar, train, walking, bicycling, and for a lucky few, driving (Model T’s went on the market in 1908). By the mid-1920s most families were able to purchase a car, but people didn’t take them everywhere like they do today.

PPS-Madison-HS-PMAPDX-Lecture

– Transportation –


LAND USE
These three photos, all looking north on 82nd Ave, are from the early 1930s. The lower right photo illustrates the 1934 construction of a viaduct for the train line, so 82nd could finally extend over the train lines. The upper photo shows early development along a segment of 82nd in the Montavilla area, with mostly houses visible along the roadway in 1932. By 1937, Portland re-zoned the entire 82nd corridor to be commercial or industrial, so all of these houses were later demolished or heavily altered. Finally, the lower left photo shows 82nd being widened in 1934, with the Madison school site at the left at the very top of the hill on the horizon. Large areas of land were still completely rural, either undeveloped or producing crops. By the 1920s and 1930s, most of the farms that had once been in this area (many originally owned by Japanese immigrant farmers around Montavilla) had given way to increased development.
PPS-Madison-HS-PMAPDX-Lecture

– Land Use –


HOUSING BOOM
The same Halsey Street intersection in 1947 is shown at the center of the photo, with 82nd Avenue stretching almost up to the Madison school site (just off the upper right of the image). None of the major freeways had been constructed yet, so the gully still only carried long-distance train tracks. After the war, housing development really took off, which resulted in an immediate need for schools in the area.
PPS-Madison-HS-PMAPDX-Lecture

– Housing Boom –


SCHOOL DESIGN AND EFFICIENCY
From 1945 to 1970, Portland Public Schools constructed 51 new schools! The district had to be efficient and smart about costs under all the pressure to create schools in such a short period of time. Modernism as a style, with its emphasis on functionality, repetition, and horizontality, worked well for the district to ensure that they could construct the most building area for the least cost. Schools were designed in standardized materials and in expandable forms, allowing maximum flexibility.
PPS-Madison-HS-PMAPDX-Lecture

– School Design and Efficiency –


As McDaniel High School moves closer to its construction start date for the PPS Modernization project, it is worth remembering that the school is a highly intact example of the mid-century International Style design aesthetic, but that the new iteration of the school will preserve portions of this design. Students in the updated school will hopefully have an appreciation for both the changes and the past design, with a glimpse into the history of change at the school and in the area surrounding the school.



Written by Kristen Minor, Associate / Preservation Planner

Post-Modern Higher Education Facility Assessment

BACKGROUND
Construction means and methods of masonry veneer walls, and particularly flashing systems needed for protection from water intrusion of those veneer walls, was well known in the Post-Modern era (circa 1980’s – 1990’s). Many professional organizations and industries (e.g. Brick Institute of America) published technical documents as guides to proper construction of masonry veneer walls.

PMA was retained to conduct a building envelope enclosure assessment of a Post Modern masonry veneer building, over the Owner’s concern of advanced deteriorated conditions of precast window sills. The purpose of the assessment was to provide the Owner an understanding of the extent of the precast failures, whether or not any other materials were impacted by the failed conditions, and to provide an analysis of potential cause and a rough order of magnitude cost of potential mitigation. The Owner also sought an evaluation of the effectiveness of a proposal to install sheet metal over the sills to prolong the life of the precast for another forty years.
PoMo-EME-Building-Assessment-WSU
The circa 1984 Post Modern masonry veneer building links two existing historic academic classroom buildings and functions as both laboratory space and faculty offices. The building is an off-set “T” in plan with the leg of the T forming the link between the existing academic structures. A six-story faculty office tower, rises between the existing structures on the east end of the leg. The majority of the window openings occur along the bar of the T on the west elevation. The building wall cross section, from exterior to interior, is comprised of a single course of masonry veneer, a 1.5 inch air gap, an 12 inch thick cast in place concrete structural frame, a 4 inch air gap, steel stud framing, and one layer of interior gypsum board. Given the laboratory program, there is a strong interior positive air pressure that creates significant air flow within the interior air gap between the gypsum board and concrete frame. There have been no major renovations of the building since its construction.

ASSESSMENT PROCESS
PMA conducted a two-part assessment program. Part 1 consisted of a visual only assessment performed on the precast window sills, precast window headers, masonry veneer mortar joints, sealant joints, and interior gypsum board adjacent to the aluminum window sill corners. Review of the 1984 original design documents and detail book were used to augment the on-site observations.

Visual observations of the exterior face of the veneer identified the extent of the aforementioned pre-cast sill damage, previous repairs and subsequent further cracking to the pre-cast window headers, mortar popping out of the joints, sealant failure along masonry control joints, rust staining corresponding to the veneer ledgers, and weeps were not visible along the ledger locations. In addition, dirt, debris, and other exterior material had blocked the built-in aluminum window frame weep holes.

In review of the design documents, it was noted that not all details followed industry standards. In specific, flashing was absent from some details. Other details indicated an incomplete flashing system for adequate protection of veneer walls. No three dimensional drawings for indicating flashing termination were included.

Part 2 of the assessment involved creating openings in the wall system both on the exterior and the interior. The purpose of the invasive openings was to verify that the wall was constructed as designed, to confirm if additional flashing was installed, and to determine if water intrusion was contributing to the visible damage. Given the degree of deterioration observed on the exterior, target locations for wall openings were performed of the interior face of the gypsum board immediately adjacent to the interior aluminum window sills.
PoMo-EME-Building-Assessment-WSU
FINDINGS
The results of the invasive openings were significant in providing evidence of how lack of proper flashing can damage wall components while high internal positive air pressure can limit the damage to interior systems and protect veneer building envelope enclosure systems from extensive water intrusion.

The as‐built conditions, in some locations, varied considerably from the design details. No flashing was installed below the pre-cast window sills and no flashing was installed along the interface between the vertical window system and veneer walls. An outer layer of backer rod behind the vertical sealant joint and inner layer of backer rod behind the gypsum board were the only line of defense against water intrusion. Adequate and substantial copper flashing protected the steel ledger but all rope weeps (a common Post-Modern era construction material for veneer walls) were installed at proper spacing but did not extend to the exterior thereby trapping water against the ledger angles. Beyond the initial outer layer of defense against water intrusion (sealant system, veneer wall, and aluminum window system) there is no back up / secondary protection in place.

No interior finish systems appear to be damaged. The lack of adequate flashing does not currently create interior water intrusion. Current water intrusion is isolated to materials outward of the concrete structural frame. The lack of damage to the interior can be attributed to the high positive air pressure which in turn creates high volume of air flow within the interior air gap inward of the concrete frame. This positive pressure acts as a mitigating element against bulk water intrusion. Combined with the thickness of the concrete structural wall (approximately 12 inches), water intrusion is isolated to the masonry veneer system. Even at the aluminum window frame interface, the two layer of backer rod are sufficient to block water intrusion with a positive air pressure environment.
PoMo-EME-Building-Assessment-WSU
Recently installed new roof coping provided the means to mitigate the lack of through wall flashing along the parapet and greatly reduced water intrusion in the veneer wall air cavity. Given the age of the building, and visual observations, damage has already occurred prior to the new roof coping. In addition, the lack of flashing increases the need to routinely replace deteriorated sealant systems and maintain weeps on both the veneer wall and the aluminum window system. The extensive existing damage to the pre-cast components will require full replacement. During replacement, further assessment of structural components can be made and adequate flashing and weeps can be installed. The pre-cast replacement process may also serve as an opportunity to mock up potential secondary defense systems at the aluminum window frame/veneer wall interfaces. At this time the laboratory use requiring positive air pressure is protecting the interior. However, should the use of the building coincide with lowering of the pressure and air flow, a secondary means to prevent water intrusion will be required. For now, the large amount of air flow with in the cavity provides sufficient temperature and flow volume to adequately dry the cavity space.

Veneer systems, especially those constructed during the Post-Modern era require attention to the flashing details and corollary protective systems like sealant joints, weep holes, and preventive maintenance procedures to prolong the life of the structure and reduce the need for substantial repairs.


Written by Peter Meijer, AIA, NCARB / Principal, and PMA architectural staff.