Tag Archives: building envelope science

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.
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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.
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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>
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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

PMAPDX 2015 Year in Review

HAPPY HOLIDAYS!!

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Wishing you a holiday season filled with cheer and delight from Peter Meijer Architect.

As we look back over the past year and reflect on our completed, on-going, and upcoming projects, we’d like to take the opportunity to say we have truly enjoyed collaborating and communicating with you.

2015 PROJECT HIGHLIGHTS
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PMA HAPPENINGS
Peter Meijer AIA, NCARB, was a Presenter at the RCI, Inc. 2015 Symposium on Building Envelope Technology. He presented on, When Field Performance of Masonry Does Not Correlate with Lab Test Results. PPS Grant High School was the case study presented.

Kristen Minor, Preservation Planner, is the newest member of the City of Portland Historic Landmarks Commission.

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OHSU Auditorium Building Exterior Condition & Interior Assessment

The Auditorium Building was designed by the architect Ellis F. Lawrence and constructed in 1939. The University of Oregon (now Oregon Health and Science University) had hired Lawrence to design other buildings on the campus with the vision of creating an “acropolis of healing” on top of Marquam Hill.
The condition assessment included the exterior facade of the Auditorium Building and categorized the need of repair into three priority levels.

Building Envelope Corrections:
• Level 1 Priority Repairs should be completed in order to prevent further damage to the building. Many of these repairs are necessary to solve water intrusion problems.
• Level 2 Priority Repairs are repairs to damaged areas within the building. The repairs are designed to maintain building materials and to extend the lifespan of the materials.
• Level 3 Priority Repairs are associated with rehabilitation of the space to create greater historic integrity.

Additionally, PMA collaborated with Heritage Conservation Group, LLC, to survey and document the cultural heritage holdings in the Auditorium building.

Pittock Mansion Site Observations

Pittock Mansion Restoration

Built for Henry Pittock, an Oregon pioneer, newspaper editor, publisher, and wood and paper magnate, Pittock Mansion was designed in 1909. PMA updated and rewrote the existing Historic Structures Report and acted as Conservator and lead Preservation Architect.

As part of the Historic Structures Report (HSR), PMA conducted Infra-red analysis, ground penetrating radar and non-destructive evaluation to locate exterior veneer anchors and concrete reinforcing steel.

Building Envelope Corrections:
• Sandstone restoration repair.
• Infra red analysis to locate existing plumbing.
• Ground penetrating radar.
• Non-destructive evaluation to locate exterior veneer anchors and concrete reinforcing steel.
• Exterior repair documents of the water intrusion damage to the terraces and deck levels.

UW Denny Hall Renovation

Denny Hall was built in 1895 and was the first building constructed on the current University of Washington campus. Peter Meijer Architect, PC (PMA) conducted a full exterior envelope assessment and full window survey on this historically significant building in anticipation for renovation.

The assessment included terra-cotta and masonry attachment investigation, decorative iron work assessment and mortar petrographic examination. The window survey of the multi-paned steel sashes, the installation of which occurred during a campus-wide 1950 upgrade, provided information allowing the University and design team to retain the character defining features.

Additionally, PMA guided the design team on repair of the existing sandstone entry stairs and provided information on the “hidden” header course, which was a key factor in reducing the need and expense for further seismic anchors.

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Meier & Frank Warehouse Renovation: Vestas HQ

Peter Meijer Architect, PC (PMA) was the Historic Preservation Architect for the full restoration of the 160,000 square-foot Meier & Frank warehouse to office conversion for Vestas Headquarters, a wind turbine developer. Built in 1928, the renovation added a penthouse with ecoroof and outdoor gathering spaces to the original four story structure. For the renovation, PMA provided:

• Building condition assessment
• Analysis for the repair and design
• Construction documents

Additionally, PMA completed a limited exterior assessment of the roof for the added penthouse at the Meier & Frank building. The deficiencies noted at the penthouse level were similar in nature to the deficiencies at the lower elevations. The building is LEED platinum.

The Meier & Frank [Warehouse] built in 1927, was designed by the noted Portland architectural firm of Sutton and Whitney. The restoration of the Meier & Frank Warehouse required the evaluation and repair of extensive concrete cracking, replacement of reinforcing bar, and detail drawings suggesting the construction of repair concrete form work.

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Oregon State Capitol Building Fire Restoration

The Oregon State Capitol was designed by the New York architectural firm of Trowbridge and Livingston in association with Francis Keally and completed in 1938. Erected in the Modernistic style, the Capitol was sensitively enlarged in 1977 by the Portland firm of Wolff Zimmer Gunsul Frasca in association with Pietro Belluschi. Constructed of reinforced concrete, the building is distinguished by angular, unadorned exterior elevations and a massive, ribbed lantern all sheathed in brilliant white Vermont marble.

In 2008, as part of the team creating a new Master Plan for the Capitol, PMA conducted a full exterior condition assessment of both the main building and east and west wings. On Labor Day 2008, an exterior fire damaged the Vermont marble and Oregon walnut interior panels adorning the Governor’s Ceremonial Suite. PMA was retained to guide the faithful restoration of this important Oregon icon.

Due to the third fire in the Oregon State Capitol’s history, the Governor’s Ceremonial Suite required complete restoration and renovation. PMA provided restoration documents for the repair and replacement of exterior marble, repair of interior walnut paneling, reinstallation of linoleum flooring, reintroduction of historic carpet, integration of preservation of historic materials, and the repair of plaster ceiling and walls. Additionally, PMA provided guidance to the conservationists repairing the WPA painting, which was also damaged. All restoration work was based on historic research and field analysis of existing materials.