Tag Archives: building envelope

A Design Concept for an Aging Facility within a Historic District

Extending the operational life cycle of historic and existing architecture is a gratifying aspect of our practice. It connects our core values of integrity, leadership, balance, and stewardship. Renovation and repair work for our existing and historic built infrastructure provides public investment and a more sustainable approach to architecture. It helps create a lasting connection to the evolving communities that use and inhabit the building, and the surrounding communities that interact with the structure.

From minor updates to full-scale renovations the constraints of the built infrastructure push us to reenvision existing architecture while maintaining a connection to the surrounding fabric and context of the resource. Recently we had the opportunity to create a design concept for a six-story structure built in the 1980s composed of reinforced concrete masonry units, with an exterior skin of stucco. The multi-story building also resides in a prominent historic district.
Existing multi-story housing building
The concept removes a false wall over the entry and concrete walls along the sidewalk. Eliminating these elements reduces the visual clutter and floods the entry with daylight, creating a more inviting space with views of the streetscape. Better visibility from the entry to the streetscape also enhances the security of the entry sequence. We also added a visual focal point by reimagining the blank three-story wall above the entry with a hand-painted mural. Beyond a grounding, visual focal point, murals are a cost-effective way to connect communities to local or visiting artists. Additional openings were introduced to the façade to maintain a uniform pattern and bring more natural light to the interior spaces. The final exterior modification includes a new rainscreen consisting of wood, metal, and cement panels to creatively reflect modernization. 1980s stucco façades are not typically energy efficient and modernizing the facade will improve energy and functional performance.
facade design concept for a multi-story housing building
Our approach to this concept draws upon the neighborhood context and the existing building to create a unique, meaningful place rich in architectural character. The proposed alterations balance the need for modernizing the building and improving the envelope’s performance while being conscious of cost and future maintainability.

For us, investing in our existing, recent-past, and historic built infrastructure connects historic preservation and building material science through the sustainable management of materials, identifying next use, and minimizing landfill waste from demolitions.

Written by Kate Kearney and Halla Hofer, AIA, Assoc. DBIA

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.

Five Questions with PMA’s Summer Intern, Skyla Leavitt

This summer Skyla Leavitt had the opportunity to participate in a paid internship at PMA in our Portland office. In addition to working as an intern, Skyla is working at the University of Oregon (UO) in Portland as a Student Services Assistant. Her position at UO includes fielding emails from incoming students, organizing orientation and a field trip that the incoming class takes, and giving tours for both the architecture and historic preservation programs. Additionally, Skyla is the first and only student to pursue concurrent Masters in the Architecture and Historic Preservation programs at the UO Portland campus. She holds a Bachelors of Science in Architecture from The Ohio State University: Knowlton School of Architecture, a Masters of Architecture from the University of Oregon: College of Design in Portland, and is currently finishing her Master of Science in Historic Preservation from the University of Oregon: College of Design in Portland. It has been a delight to have Skyla working with all levels of staff at PMA on renovation projects for existing and historic properties.

Describe something new you learned while at PMA during your internship?
I came to PMA with some professional experience in architecture and a fundamental knowledge of historic preservation. However, in the 7 years since I have started this career path, I have somehow never learned Revit, let alone how Revit is used in conjunction with an existing building. I have been developing my Revit skill-set during my internship, and I think it has been particularly helpful to learn this program through the lens of preservation, as this is how I will continue to use it throughout my career. The use of 3D laser scans and point clouds, technology I had never previously been exposed to, has not only been interesting, but also eye opening to the ways this field is effectively utilizing technology.

What have you enjoyed working on while at PMA?
I have been allowed the opportunity to partake in a variety of work in my short time at PMA, which I am very grateful for! The process of carrying out condition assessments and documenting the current state of a historic building, as well as how we might address its issues, is very satisfying to me. I have also enjoyed developing enclosure details, which has exposed me to the numerous and specific challenges architects face when working on historic buildings.

Has your internship changed your perspective on historic preservation, or working with existing resources?
I wouldn’t say my perspective has changed, rather that it has been validated. My internship has confirmed for me that I am in the right field and that I have found my niche, so to speak. I have always wanted a specialization, and new construction has never appealed the same way adaptive reuse or renovation work has. Preservation was a natural fit for me and sits well with my tendencies towards the nostalgic.

How will your internship experience influence your studies when you return to school?
When I return to school this autumn, I plan to write my Master of Science in Historic Preservation thesis about the intersection of architecture and historic preservation in practice, specifically the interdisciplinary negotiations and compromises that allow a building to maintain its historic integrity, while also achieving improved technical functionality and code compliance. I believe our ability as architects to successfully facilitate these conversations is integral to sustaining not only the physical longevity of a historic site, but also the relevance and importance it holds within the community by allowing it to serve users in new or improved capacities.

Do you have a favorite aspect about architecture or historic preservation?
I am very interested in building enclosures and how we marry modern concepts with historic practices when we make an intervention in a historic building envelope. Masonry in particular, as opposed to wood, fascinates me as it is both fragile and enduring.

BONUS: Anything fun you did in PDX this summer?
The highlights of my summer have been tubing down the Clackamas River, berry picking at Sauvie Island, attending a few concerts at the Moda Center, and hiking the Tom, Dick, and Harry Trail on a clear day when I could see Mt. Hood, Mt. Adams, Mt. Rainier, Mt. St. Helens, and Mt. Jefferson all at once. But I also just hang out with my cat, Olive, a lot!

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

studio-building-pmapdx-004

Studio Building Window Replacement

PMA provided planning and building science services for TMT Development’s project at the Studio Building in downtown Portland. The Studio Building is a twentieth century Baroque-style building built in 1927 by Ellison-White Conservatory and designed by locally renowned architect Luther Lee Dougan. Over time, the Studio Building has undergone multiple changes including new openings (1940), the addition of a new marquee (1956), and the construction of a new front entrance (2002) to name a few.

PMA lead the project teams Type III Design Review application for the replacement of windows on the building. After assessing the existing 192 historic steel windows, we recommended replacement windows to match the historic windows in style and size, and to fit within the existing window openings on all elevations. Drawings created during the assessment were used as part of the Type III Design Review application, as part of the pre-hearing review packet, and as part of the power-point presentation during the hearing in front of the Design Commission.

Presenting on Field Observations of Masonry Failures

Last month the Portland Chapter of RCI- a local chapter of the international association of professionals that specialize in the “specification and design of roofing, waterproofing and building envelope systems” (RCI PDX) hosted a two-day Education Symposium focused on Exterior Walls Quality Assurance & Building Envelope Presentations. The first day of the symposium was geared towards industry professionals “interested in performing observation to assure that exterior wall systems are installed in accordance with construction documents. The program covered diverse topics in the construction of exterior walls, and was intended for manufacturers, general contractors, quality assurance observers, and field inspectors.” (RCI PDX) While the second day was dedicated to Building Envelope Presentations. In addition to attending the first day of the symposium, Peter R. Meijer, AIA, NCARB, and Hali Knight presented on: When the Field Report of Masonry Does Not Correlate with Lab Results. Grant High School was the case study.

PPS-GH-2017-002

At the request of PPS, we provided a limited exterior condition assessment and interior historic evaluation of Grant High School. For the past 15+ years, Portland Public Schools (PPS) noted an accelerated degree of masonry face spalling on the original 1923 main building and 1923 Old Gym particularly when adjacent to concentrated sources of surface water. Other areas of spalling were not as obvious including protected wall surfaces. The masonry spalling was not occurring on later additions including the north wing (circa 1925), south wing (circa 1927), and auditorium building (circa 1927). Upon closer visual examination, it was observed that individual units were failing in isolated protected areas of the wall surface. Failures in such areas could not be accounted for under direct correlation of heavy water intrusion and typical failure mechanisms.

Before our assessment, it was hypothesized that the failure of the brick was potentially due to a number of separate or cumulative conditions including:
1) excessive water uptake by the brick;
2) sub-fluorescence expansion of salts in the masonry;
3) freeze thaw;
4) low quality of the original 1923 brick; and
5) the application of surface sealers preventing water migrating to the exterior surface.

As a result of the hypothesis and field observations, it was prudent to conduct a series of lab tests to the brick, mortar, and patch materials to assist in the determination of:
1) the quality of the brick;
2) the physical composition of the brick;
3) the quantity of naturally occurring compounds in the masonry and mortar, particularly salts; and
4) the quality of the mortar.

The findings would help narrow the potential cause of the spalling and lead to a more focused repair and maintenance process. To rule out damage caused by maintenance procedures, faces of the brick material were sent to determine if sealants were used on the brick and, if present, determine the sealant chemical makeup. The presence of a surface coating may lead to retention of water within the brick and thus prevent natural capillary flow, natural drying, and water evaporation.

TESTING AND RESULTS
Samples sent to the lab for coating assessment were analyzed via episcopic light microscopy, and Fourier- Transform Infrared Spectroscopy (FTIR) per ASTM D1245 and ASTM E1252. The results found no hydrocarbon or organic formulations used on the surface of the brick refuting the hypothesis of a surface sealer.

The Petrographic Characterization resulted in the most unusual findings and the most relevant results related to the observed failures. The polarized light microscope indicated carbonate based salt crystals seeping into the masonry from the mortar. No sulfate based salts, typically associated with the clays used for making brick, were present. Furthermore the inherent properties of the brick showed very small rounded voids and interconnected planer voids. Planner voids result from poor compaction during the raw clay extrusion process prior to firing.

The presence of salt migration out of the mortar and into the brick, plus small pore structure and low immersion values, combining with a cleavage plane resulting from manufacturing are contributing to the Grant High School brick spalls. Brick with smaller pores are less capable of absorbing the expansive forces of freezing water and drying salts. Interlaced pores creating linear plains parallel with the face of the brick create stress failure points resulting in surface spalling. Since the characteristics of the brick resulted from the firing and manufacturing process, the brick will remain susceptible to the failure mechanisms.

CONCLUSIONS
Field observations of masonry failures can lead to incorrect diagnosis of the source of the problem. It is critical to conduct advanced laboratory analysis of material composition in order to correctly deduce the known failure mechanisms. If the cause of the failure is from defective material or defective manufacturing, steps could be taken to slow the deterioration or eliminate the cause of the deterioration without compromising the original material.

Written by Peter Meijer, AIA, NCARB / Principal

Old-Capitol-Point-Cloud-PMAPDX

Old Capital Building Phase I Repairs

The building was designed by Washington architect Willis A. Ritchie in the Queen Anne style with light gray Chuckanut sandstone. The Old Capitol Building is significant statewide for its role in both county and state government and as an important anchor building to downtown Olympia. The Superintendent of Public Instruction has been a tenet of the Old Capitol Building since 1906.

PMA performed a leak investigation and general assessment of the circa 1892 Old Capitol Building and its 1905 East Annex addition.

Building Envelope Corrections:
• General exterior condition assessment of the roof systems and exterior stone.
• Identified the potential sources of water intrusion resulting in plaster damage.
• 3D laser scan and Revit model, the first such recording of a historic building for DES, creating a template for future assessment and facility maintenance projects.
• Window by window condition survey.

Marshall Wells Lofts Exterior Building Envelope and Window Repair

The Marshall Wells property is a former industrial warehouse converted to 164 residential spaces in the heart of NW Portland’s Pearl District. Peter Meijer Architect, PC (PMA) provided a condition assessment of the exterior concrete facade and repair recommendations for the deteriorated conditions to the HOA and unit owners. PMA successfully addressed:

• Material failures,
• Flashing deficiencies and steel corrosion,
• And building movement all of which have led to water intrusion.

PMA prepared the documentation for bidding and construction; and in consultation with window contractor and the building management team, established a systematic review and assessment of butyl sealant failure of the existing windows and provided repair recommendations. Additionally, the Marshall Wells Lofts Condominium Association hired PMA to update the 2001 Preservation Plan to comply with statutes for Oregon State Special Assessment. The update includes the original Plan, annotated to indicate plan components that are completed, along with photo documentation.

Post Modern Building Materials Part Two

Post Modern Architecture: Documentation and Conservation
At the DoCoMoMo US, Modern Matters, conference April 2013 in Sarasota, Florida, DoCoMoMo Oregon presented a debate on the merits of Michael Graves Portland Building and on the larger context of Post Modernism in general. A lively debate at the end of the presentation centered on the merits of DoCoMoMo incorporating Post Modern under the mission of the organization. In general, the support, or lack of support, for an expanded interpretation separated into two distinct viewpoints. The division represented the difference between individuals that look at Post Modernism as a historic event and individuals that still perceive Post Modernism as bad design even if executed within their own practice.
pomo-part-two-document
In a seemingly short period of time, a lot has transpired since 2013 regarding the conservation of Post Modernism. After a presentation on Post Modernism: Are You Prepared to Protect It during the Modern Heritage track at the October 2014 Association for Preservation Technology (APT) Conference in Quebec City, the APT Board unanimously supported the need to get ahead of the technical issues associated with preserving Post Modern architecture.

And in December 2015, the Princeton School of Architecture, educational forum for Michael Graves, hosted the Postmodern Procedures Conference. Described in the conference outline, there was a “particular emphasis on methods of documentation and analysis, technical and narrative drawing” related to Postmodern. Post Modern works, buildings, sites, and neighborhoods, as well as art works, are recognized as important design styles deserving conservation and further understanding of construction techniques. And many iconic structures are being negatively modified (Richard Meier, Bronx Development Center, 1977) or lost entirely (James Wines, Sculpture in the Environment (SITE), Best Product Stores, circa 1976). <1>

Post Modern design was broadly practiced in both the United States and internationally. Large and small firms were attracted to the stylistic incorporation of classical western design vocabulary in stark juxtaposition against the plain, unadorned, square box that many argued architecture had become. Post Modern architects, engineers, and material suppliers were pushing new materials and innovative construction technologies as a way to create Post Modern design elements. Continuous innovation in building skins reintroduced porcelain enamel panels, a product brought by Lustron to the building industry during the housing boom following World War II. New skins made from Glass Fibre Resin (GFR) capable of being molded in classical curves and ornamental shapes favored by Post Modern design were created. Innovations in brick technology including large scale brick panels made from a single wythe of masonry to panels whose outer face was only one half inch of masonry, or thin bricks. Improvements in resins created new wood or simulated wood products and adhesives for mounting faux finishes to structural systems. Perhaps one of the more ubiquitous new materials used in the creation of Post Modern architecture was the faux stucco product Dryvit, an Exterior Finish Insulation System (EIFS). Like porcelain enamel panels, EIFS was introduced as insulated wall assemblies as a means to improve energy performance during the world’s energy crisis of the 1970s.

Outside of dramatic assembly failures, particularly within the EIFS industry, that provide insight into Post Modern material and assemblies, much technological information has been relegated to the historical archives. Many Post Modern buildings incorporate systems or components that are neither produced nor currently assembled in similar manners due to improvements in technology and building envelope science. Therefore, the process and method of building restoration, rehabilitation, and/or focused envelope repair could dramatically impact the exterior character of Post Modern structures.

Focusing on one popular building skin material, Alucobond, much in use during the 1980s provides insight into the need for more research and deeper understanding of Post Modern assemblies and how to conserve and protect these systems.
portland-building-materials-detail
Origins & Development
Alucobond falls into the category of aluminum composite panels (ACP) or sandwich panels. Alcan Composites & Alusuisse invented aluminum composites in 1964 and commercial production of Alucobond commenced in 1969, followed by Dibond in 1989.<2> ACPs are used in a variety of industries ranging from aerospace to construction. Perhaps the most well recognized structure using ACP is the Epcot Center’s Space Ship Earth built in 1982. However, it is the work of Richard Meier and I.M. Pei during the 1980s that brought Alucobond into the forefront as an architectural cladding material. Several different skin materials are available including aluminum, zinc, copper, titanium and stainless steel.

Manufacturing
The major aluminum raw ingredient, bauxite, is mined throughout the world with US sources coming from Georgia, Jamaica, and Haiti. Processing of the bauxite predominantly occurs near the ocean ports, like Corpus Christi, where the raw material is off loaded. Manufacturing starts from either solid blocks of aluminum made into coil sheets or directly from pre-manufactured coil sheets. Assembly occurs along a continuous operating line that bonds the weather (exterior) and interior faces to the core, cuts the panel to length, and produces special shapes as needed.

Aluminum Composite Panels (ACP) are high-performance wall cladding products typically consisting of two sheets of nominal 0.020″ (0.50 mm) aluminum permanently bonded to an extruded thermoplastic core (polyethylene). Assemblies in the mid-1980s would often consist of curtain wall sub-components with sheets of aluminum on the exterior and insulation placed behind the aluminum sheets. (See fig)

ACP can be roll formed to curve configurations for column covers, architectural bullnoses, radius-building corners and other applications requiring radius forming. This process can be accomplished with a “pyramid” roll forming machine, which consists of three motor-driven adjustable rollers. You can successfully roll form ACP using machines with minimum 2 1/2″ (64 mm) diameter rolls. The operator normally makes multiple passes of the panel through the rollers to gradually obtain the desired radius. <3>
pomo-part-two-methods-install
Use & Methods of Installation
Post Modern assemblies generally assumed water would get behind the face aluminum panel and need a weep path to exit the system. Air gaps were incorporated to induce drying and allow for weeping via gravity. Wind loads were accommodated through additional brackets, or stiffeners, set behind the face panel and connected to sub-framing. Much of the technology was based on curtain wall knowledge.

The panel systems could often be complex in the attachment to the structure, but the face panels were very similar to panels of today.

Conservation
Deterioration mechanism are generally associated with the system assembly and rarely are there failures in individual panels beyond cosmetic damages to the face aluminum including fading colors, scratches, and impact damages. More often incorrect fasteners were used that create galvanic reaction between the fastener and aluminum panel or inadequate fasteners were used to accommodate structural loads. The lack of design for thermal movement between panels, over the height and length of the panel façade, or along edge interfaces with sealants are also key areas of assembly failures.

Fortunately manufactures of Alucobond, or other aluminum composite panels, are still manufacturing the panel and components making in-kind replacement a viable conservation option. Inadequate structural systems can be reinforced through disassembly of the ACP for access to the structural support. Laser scanning technology has greatly enhanced the accuracy of recording existing conditions and is critical in reproducing replacement panels. Although labor intensive, most of the systems were attached using stainless steel fasteners. Like modern curtain walls, sealant and gaskets will be removed during disassembly and require reinstallation.

Repainting or repairing surface defects is feasible but the results generally do not achieve the same quality of finish as the factory applied coating process. And as with all repainting projects, surface preparation is critical to the long-term success of the project.

Loss of original Post Modern aluminum composite panel systems can be reduced through an increasing interest and research into the original design intent and assembly techniques. ACP were incorporated into Post modern structures because of the simplicity to create the curved forms and for rapid pace of construction. The systems are an important part of understanding Post Modernism and worthy of Conservation.

Marquette Plaza (historic photograph)

Marquette Plaza (historic photograph)

Written by Peter Meijer, AIA, NCARB, Principal